Creative Planning Solutions Pty Limited Level 3, 397 Riley Street, Surry Hills NSW 2010 – PO Box 1074 Broadway NSW 2007
+61 2 8039 7461 | [email protected] | www.cpsplanning.com.au Creative Planning Solutions Pty Limited – ABN: 70 135 093 926
29 August 2019
The General Manager
Waverley Council
PO Box 9
Bondi Junction 1355
ATTN: Kylie Lucas, Senior Assessment Planner
RE: 2019ECI019 (DA-125/2012/B) – 20 ILLAWONG AVENUE, TAMARAMA – AMENDED PLANS
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We refer to the decision of the Sydney Eastern City Planning Panel (SECPP) to defer the abovementioned
application in line with our request made at the public meeting of 15 August 2019. Amended architectural
plans and an amended Traffic Impact Assessment (TIA) have been prepared in line with the position put
forward in our correspondence of 14 August 2019 (“the deferral request”), as well as representations made
to the SECPP during the public meeting. The purpose of this correspondence is to detail the changes and
outline provide a discussion on matters that are relevant to the assessment of the application.
Design Amendments
As indicated within the deferral request, the proposed third level of the development is no longer feasible,
and the owners have decided that they do not wish to proceed with this additional level. The amended plans
provide for the deletion of the third level, but provides for additional parking within the basement levels and
at the ground floor. The changes to the existing approved basement and ground floor levels are described
below (note that for simplicity the changes are primarily described relative to the application currently before
Council, but additional commentary is provided on the changes relative to the current approval):
Ground Floor • Two additional car parking spaces are proposed adjacent to the car parking ramp, perpendicular to
the approved ground floor spaces.
• The new parking spaces are to be visitor spaces, with two of the visitor spaces adjacent to the
building being converted to resident parking spaces.
Upper Basement Carpark (B1)
• Reduction in the size of the shared laundry to accommodate two additional resident parking spaces.
• Reduction in the dimensions of the stairwells to the minimum dimensions permitted by the BCA.
• Deletion of the storage cage behind R.31. Note that this space was previously proposed to be
converted to a motorcycle space, based on the circulation area around this space. However, the
Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama
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reduction in the stairwell dimensions have provided the opportunity for reinstating this space, albeit
without storage.
• Provision of two motorbike spaces, one located forward of the central stairwell and one located
forward of the north-western lift shaft.
• Provision of additional storage cages (type ST4) behind R.03, R.04 and R.05 and adjacent to R.35 and
R.36. These cages are not large enough to accommodate bicycles, but provide storage that is not
contained within the current approval.
• Minor rearrangement of services, to account for recent changes to the BCA, namely the requirement
for a 1m circulation area surrounding the hydrant pump.
• The proposal also seeks to retain the basement as being free from visitor parking (i.e. the previously
proposed conversion of 6 resident parking spaces is no longer proposed).
Lower Basement Carpark (B2)
• Deletion of the western bicycle storage area and replacement with two additional resident parking
spaces, and a second communal laundry facility.
• Changes to R.79, the stairwells and motorbike parking location, being identical to those changes
proposed on the upper level.
• Provision of additional storage cages similar to that provided on the upper level, with a further five
individual storage cages (type ST4, but large enough to accommodate a bicycle) to be used in place
of the western bulk bike store area.
• Minor rearrangement to the eastern storage area to accommodate vertical bicycle storage cages
(type ST3).
• The proposal also seeks to retain the four resident spaces and associated storage that was previously
proposed for deletion to accommodate the ramp to the now deleted B3 level.
Resident Parking
The major impact of the deletion of the third basement level, is the significant reduction in the non-
compliance with the maximum parking rate contained within Part B8 of the Waverley Development Control
Plan 2012 (WDCP 2012). As indicated within the submitted Statement of Environmental Effects (SEE) and the
amended TIA, the proposal will now provide resident parking spaces approximately in accordance with the
medium density parking rates for Zone 2. Reasons for the application of the medium density parking rate,
are also outlined within the SEE and TIA, and these reasons primarily relate to the surrounding medium
density context, and the absence of mass transit options within the proximity of the subject site.
Table 5 within the SEE had outlined selected parking controls contained within WDCP 2012, including that
parking permitted for under the medium density parking rates for Zone 2. This table is reproduced below:
Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama
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Dwelling Type Required Parking & Dwelling Mix
Number of Dwellings Total Required Parking
Studio 0.5 0 0
1 Bed 1 39 39
2 Bed 1.2 34 40.8
3+ Bed 1.5 9 13.5
Total Resident Parking
93.3
Visitor 0.2 82 16.4
Total Parking 109.7
Bicycle 1 space per 10 dwellings
82 8.2
Motorcycle 1 per 3 spaces - 37
Disabled 10% of all spaces - 11
Table 1 – Parking calculation based on the medium density parking rate for Zone 2 (from Table 5 within SEE).
The table indicates that under the medium density parking rate for Zone 2, total resident parking would be
equal to 93.3 spaces and the proposal seeks to provide 94 resident parking spaces. The high density parking
rate for Zone 2, which is triggered for developments with 20 units or more, would permit only 66.6 parking
spaces within the development, which is on average less than one space per apartment, in a building where
more than half of the apartments contain more than one bedroom. This outcome is clearly not suitable for
an apartment development in this location.
Note also that Part 8.2.2 of the WDCP 2012 states that the maximum parking figures should be rounded to
the nearest whole number (in this case 93). The application seeks to provide 94 spaces, given the 6 additional
spaces are located within three separate areas that are suitably dimensioned to be able to accommodate 2
spaces each. Provision of one additional parking space would create a residual area on one of the levels,
which would be of little benefit to the overall development, and the provision of 94 spaces, rather than 93
(when the medium density rates permit 93.3 spaces) is of little consequence.
Visitor Parking and Motorcycle Parking
Visitor parking and motorcycle parking are required in line with minimum rates stated within Part B8 of WDCP
2012. The minimum rates are calculated based on the number of apartments within the development. As
the proposal does not seek to provide any additional apartments, there is no trigger for additional visitor or
motorcycle parking, and the total number of each is proposed to be unchanged, relative to the approved
development. This application had previously sought to provide 6 additional visitor parking spaces, which
would have achieved compliance with the minimum rate, being 1 space per 5 units (refer to Table 1 above).
However, given the third basement level is proposed for deletion, there is no longer an opportunity to
provide the additional visitor parking spaces.
Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama
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Bicycle Parking and Storage
As indicated within the submitted SEE, the existing apartments do not provide any internal storage and the
approved basement introduces storage areas behind the majority of parking spaces. Part 8.2.6 of WDCP 2012
indicates that dedicated parking spaces are not required where storage areas are large enough to
accommodate a Class 1 bike locker. There are 86 storage cages (notated as either type ST1, ST2 or ST3) within
the development that are large enough to accommodate a Class 1 bike locker, and as this Part of WDCP 2012
requires one space per dwelling in “low density” areas (there are no other controls for residential
developments), these storage areas alone are sufficient to achieve compliance for the approved 82 dwellings.
The storage cages noted as type ‘ST4’ are of variable dimensions, and the 5 largest ST4 spaces, being those
located in place of the western bicycle storage area, are also large enough to accommodate a Class 1 bike
locker.
There have been some changes to the storage allocated throughout the development, as a consequence of
the redesign. However, the development will continue to provide on average at least 5m3 per apartment
within the basement, which is a significant improvement on the storage currently available to the
development. The penthouse level apartments are approved to provide 10m3 which complies with Part 4G
of the Apartment Design Guide.
Landscaping and Deep Soil
Part A4.9 of the WDCP 2012 requires that 30% of the site be provided as landscaped area. The two additional
parking spaces at the ground floor will result in a minor reduction in landscaping across the site of
approximately 15m2. The modification currently had already sought an increase in landscaped area of
approximately 7.4 m2, and the amended scheme would therefore seek a net reduction in landscaped area of
approximately 7.6m2. The landscaped area of the proposal is approximately 1800 m2, which equates to in
excess of 41% of the site area and is therefore comfortably compliant with the control. Note also that the
two new spaces will not be located within approved deep soil areas, nor within areas intended to be used
for tree planting.
The proposed increase in the size of the pump room within the upper basement level, will also marginally
increase the size of the upper basement level by approximately 1.2m2. However, this is to be located
underneath an area which is not a part of the approved deep soil zone.
Laundry Facilities
The proposal seeks to reduce by approximately half the total size of the shared laundry facilities provided
within the basement levels. The laundry facilities were proposed within the basement in order to offset the
demolition of the detached laundry building that is currently located towards the Illawong Avenue frontage.
Part F2.1 of the Building Code of Australia (BCA) outlines the following requirements for common laundry
facilities:
(B) a separate laundry for each 4 sole-occupancy units, or part thereof, that must comprise—
(aa) clothes washing facilities, comprising at least one washtub and a space for a washing
machine; and
Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama
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(bb) clothes drying facilities comprising clothes line or a hoist with not less than 7.5 m of line per
sole occupancy unit, or space for one heat operated drying cabinet or appliance.
The approved development contains sufficient laundry space within the basement alone to achieve
compliance for the existing units. However, an audit of the laundry spaces within the building has concluded
that approximately half of the existing apartments currently already contain space for washing machines and
dryers, and this space is being utilised in this way. Therefore the proposal now seeks to reduce the laundry
provision within the basement by half.
There are no washtubs within the existing apartments, to achieve compliance with the BCA, washtubs would
now need to be provided within 41 of the approved apartments (which includes the penthouses). It is
important to note that BCA compliance is a prescribed condition under Regulation 98 of the Environmental
Planning and Assessment Regulation 2000. Therefore, as part of the certification process, it will be necessary
for the development to accommodate the required facilities, and it is not necessary for this information to
be contained within plans submitted with a 4.55 application; it is only necessary that the information be
shown within plans submitted with a construction certificate.
Should Council have any particular concerns regarding this matter, the applicant will be willing to accept a
condition of consent which outlines parameters surrounding the introduction of the laundry facilities (for
instance, that the expanded laundry facilities may not interfere with bicycle parking, storage, etc). Many of
the existing apartments are in a poor state of repair, and it is understood that many individual owners intend
to undertake minor renovations (new bathrooms and kitchens, etc) either as part of the approved
construction works, or a short time after completion. Notably, bathrooms in each apartment currently
contain separated shower and bath facilities, and simple alterations to combine these facilities, would
provide opportunities to incorporate laundry facilities within existing apartments. Further evidence can be
provided if required; however, it is important to emphasise the point that these facilities must be provided
as part of certification.
It is likely that in the near future, the laundry spaces in the basement will be used by a very small portion of
these apartments, and that the laundries within the basement will eventually be converted to another
purpose.
Floor Space Ratio
The SEE had indicated that the proposal provides resident parking that is well in excess of the minimum
resident parking requirement, which is given within WDCP 2012 as being zero. The Council Assessment
Report had noted that the majority of the third level of basement had been included in Council’s calculations
for additional GFA. The development will remain non-compliant with the floor space ratio development
standard, but the proposal now seeks no new basement floor area, aside from a 1.2m2 increase associated
with the pump room (which is itself excluded from the calculation of gross floor area).
Although the parking non-compliance may require Council to recalculate the basement floor areas as
additional gross floor area, it would not be expected that this would present an issue for the assessment,
given the basements are subterranean and have not increased in size (aside from the pump room changes).
Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama
6
We look forward to the opportunity to discuss this proposal with Council and the regional panel. Should you
have any questions on the above, please do not hesitate to contact the undersigned.
Yours sincerely,
Brendon Clendenning
Principal Planner, Creative Planning Solutions Pty Limited
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141°44'30"
34.2
65
243° 3
6' 3
0"
13.715
236°46'3
0"
1
1
.
2
6
2
0
3
°
4
7
'
5
5
"
4.5
7
235°1
8'3
0"
1
2
.8
8
2
5
2
°
5
9
'3
0
"
9
.
1
1
2
7
9
°
2
8
'
3
0
"
8
.
1
4
5
1
8
8
°
3
1
'
3
0
"
2
0
.
2
5
2
7
8
°
1
1
'
0
0
"
1
9
.
9
1
5
7
°
3
7
'
3
0
"
4.295
322°27'30"
2
7
.
5
8
5
2
7
9
°
3
0
'
3
0
"
1
2
.
1
9
8
°
2
8
'
0
0
"
B
I
T
U
M
E
N
G
R
A
S
S
G
R
A
S
S
S
P
1
7
3
1
4
3
5
3
m
2
LAUNDRY
OSD TANK
OPENINGS PROTECTED INACCORDANCE WITH BCACLAUSE C3.2 & C3.4
EXISTING SEWERDIVERSION
SHOWN DOTTED
1550
ST1
RAMP UP TO GROUND FLOOR
RAMP DOWN TO B2 BASEMENT
KERB
KERB
150 GD
ST.02
RAMP 1:4.5
PROPOSED FFL. + 52.170
RAMP 1:8
RL 52.585
RL 52.170
ST1
150 GD
R.03 R.04 R.05 R.06
FH
R.07 R.09R.08 R.10
R.11
R.13
R.12
R.14
R.15
R.16
R.20
R.17
R.18R.19R.21R.22R.23R.24R.25R.26R.27R.28R.41
R.40
R.39
R.38
R.37
R.36
R.29R.30R.31
R.32
R.33
R.34
R.35
4 MOTORBIKESPACES
M.01
M.02M.03
M.04
ST1 ST1
WM
WM
WM
WM
SHAREDLAUNDRY
WM
TELCOROOM A
R.42
R.44
ST.04 1550
ST.03
R.43
M.05
R.46
ST4ST4
ST4
ST4
M.06
R.45
ST4
V.01 V.02 V.03 V.04 R.01 R.02 V.07 V.08
V.09
RAMP 1:4.5
RL 56.010
10 VISITOR PARKING SPACES
RAMP 1:8
8 BICYCLE VISITORPARKING SPACES
L.01L.02
V.10
BALCONY BALCONY BALCONY BALCONYBALCONY BALCONY BALCONY BALCONY BALCONY BALCONY
CARPARKEXHAUST
FH
PL-02 ENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCH PL-01 PL-01PL-02 PL-02 PL-02
ROOF GARDEN
55.500RL. 55.500RL.
LOADING BAYRL 55.500
RL 56.000
ROOF OVER
OUTLINE OF BASEMENT PARKING BELOWENTRY RAMP
DOWN TO
BASEMENT
PARKING
EXIT RAMP UP
FROM
BASEMENT
RL 54
.765
55.140RL.
55.697RL.
RL 55.500LANDSCAPED ZONE
RL 55.500LANDSCAPED ZONE
84 LETTER BOXES
150 GD
HYDRANT BOOSTER
CAR PARKAIR INTAKE
HYD.PIT
150 GD
HYD. PIT
NOMINAL1:100 FALL
DP DP
600
1200
2000
2000
E H E E E EH H H HT
ENTRANCEDRIVEWAY
PATH
WAY
1:20
PATHWAY 1:25
12
3
REFER TO LANDSCAPE ARCHITECTSDRAWINGS FOR BOUNDARY FENCES
PL-01 PL-01 PL-01 PL-01 PL-01 PL-01
PLANTER
PL-02 PL-02 PL-02 PL-02 PL-02 PL-02 PL-02PL-02 PL-02 PL-02
300
12345678
12 13 14 151611109
C0-02
PLANTER
E
RL 55.700
RL 55.550 RL 55.600
RL 55.500
ST.02
RL 55.500
RL 55.950
RL 56.280
ST.01
DRIVEWAY
OUTLINE O
F BAS
EMEN
T PAR
KING BE
LOW
KBBDBD
BDBD
BKB BD
K
BBD
K
KBBD
BD
BD
BD
BK B BD
K
BBD
K
KBBDBD
BDBD
BK
OUTLINE OF BASEMENTPARKING BELOW
LANDSCAPED ZONE
EXISTING INTERNAL FFL. + 55.580ENTRY PORCH AND BALCONY TO MATCH EXISTING FFL
CARPARKEXHAUST
EXISTING SEWERDIVERSION
SHOWN DOTTED
T3
OUTLINE OF SRZ, REFEREARTHSCAPE HORTICULTURALSERVICES - ARBORICULTURAL
IMPACT ASSESSMENT REPORT,VERSION 6, DATED 16th JANUARY
2017
RL 55.800
RL 56.350
RL 56.350RL 56.350
RL 56.050
RL 56.050
RAMP1:20
RAMP 1:20RL 55.700
RL 56.350
RL 56.350 RL 56.350
RL 55.950
5
4
1 2
2890
2215
ROLLER SHUTTER DOOR
V.06V.05
2 RESIDENTIAL PARKING SPACES
FH
ST.03
FH
ST.03
1
23
4
5
6
7
8
16
15
14
13
1211
10
9
171819
ST.04
PROJECT SUMMARY
SITE AREA (A)
SITE AREA [SUBDIVISION] (B)- LOT 1- LOT 2
GROSS FLOOR AREA (GFA) TOTAL:
BUILDING ALAUNDRY [DMLSHD]PENTHOUSE (x2)BASEMENT PARKING LEVELS
ITEM: EXISTING: PROPOSED:
EXISTING: ["C" / "A"]
PROPOSED: ["D" / "A"]
PROPOSED: ["D" / "B"]
FLOOR SPACE RATIO (FSR):
4353m² (A)
N/AN/AN/A
5755m² (C)
5680m²75m²
N/AN/A
-
3980.4m² (B)368.2m²
4.4m²
6200m² (D)
5680m²N/A
480m²40m²
1.32 : 1
-
-
-
1.42 : 1
1.56 : 1
PROJECT SUMMARY
SITE AREA (A)
SITE AREA [SUBDIVISION] (B)- LOT 1- LOT 2
GROSS FLOOR AREA (GFA) TOTAL:
BUILDING ALAUNDRY [DMLSHD]PENTHOUSE (x2)BASEMENT PARKING LEVELS
ITEM: EXISTING: PROPOSED:
EXISTING: ["C" / "A"]
PROPOSED: ["D" / "A"]
PROPOSED: ["D" / "B"]
FLOOR SPACE RATIO (FSR):
4353m² (A)
N/AN/AN/A
5755m² (C)
5680m²75m²
N/AN/A
-
3980.4m² (B)368.2m²
4.4m²
6200m² (D)
5680m²N/A
480m²40m²
1.32 : 1
-
-
-
1.42 : 1
1.56 : 1
PARKING SPACESON-GRADE PARKING:
10 VISITOR CARSPACES [ON-GRADE]
10 TOTAL VISITOR CARSPACES2 TOTAL RESIDENTIAL CARSPACES
UPPER BASEMENT PARKING (B1): 28 STANDARD RESIDENTIAL CARSPACES
+ STORAGE & BICYCLE CAGE 16 STANDARD RESIDENTIAL CARSPACES
44 TOTAL RESIDENTIAL CARSPACES06 MOTORCYCLE SPACES
LOWER BASEMENT PARKING (B2): 30 STANDARD RESIDENTIAL CARSPACES
+ STORAGE & BICYCLE CAGE 18 STANDARD RESIDENTIAL CARSPACES 48 TOTAL RESIDENTIAL CARSPACES
06 MOTORCYCLE SPACES
94 TOTAL RESIDENT CARSPACES10 TOTAL VISITOR CARSPACES12 TOTAL MOTORCYCLE SPACES
BICYCLE PARKING & STORAGEBICYCLE PARKING - CLASS 3:
8 ON-GRADE - CORE 02
BICYCLE PARKING - CLASS 1:58 CAGES - ST1PROVISION BEHIND CARSPACE14 LOCKERS - ST2
14 LOCKERS - ST386 TOTAL BICYCLE LOCKERS
STORAGE TYPES
LOCATION WITHIN BASEMENT
EXISTING UNITS
PROPOSED UNITS
WASTE ALLOCATION WITHIN BASEMENTLOCATION BIN TYPELVL 1 BASEMENT
MGB's - GARBAGEMGB's - RECYCLING
LVL 2 BASEMENTMGB's - GARBAGEMGB's - RECYCLING
TOTAL MGB's - GARBAGEMGB's - RECYCLING
No.
1311
1410
2721
No.
80
2
m³/unit
5.00(min)10.00
NOTE:STORAGE WILL BE PROVIDED TOUNITS THROUGH STORAGE TYPESNOMINATED. THIS ALLOCATION OFVOLUME WILL FACILITATE STORAGE FORA BICYCLE - CLASS 1.
TYPESST1 - 2400Lx1000Wx2100HST2 - 1500Lx1000Wx2100HST3 - 1270Lx1170Wx2100H [BIKE LOCKER]ST4 - VARIOUS UP TO 3m³
No.581414
15
m³/st5.003.153.12
WASTE STORAGE
STORAGE ALLOCATION
AREA INCLUDED FOR GFACALCULATION[REFER TO ADDENDUM SCHEDULES]
Issue
Amendments
Description Date
This drawing is the copyright of Group GSA Pty Ltd and
may not be altered, reproduced or transmitted in any
form or by any means in part or in whole without the
written permission of Group GSA Pty Ltd.
All levels and dimensions are to be checked and verified
on site prior to the commencement of any work, making
of shop drawings or fabrication of components.
Do not scale drawings. Use figured Dimensions.
$FILE$
File
$DATE$
Plot Date
IssueDrawing No
Approved
Verified
Plotted and checked by
By
Drawing created (date)
Scale
Drawing Title
Project No
160455
nom architect M. Sheldon 3990
20 ILLAWONG AVENUE
Group GSA Pty Ltd ABN 76 002 113 779
Level 7, 80 William St East Sydney NSW
Australia 2011 www.groupgsa.com
architecture interior design urban design landscape
T +612 9361 4144 F +612 9332 3458
Project Title
Services Engineers
FLOTH Sustainable Building Consultants
Civil & Structural Consulting Engineers
James Taylor and Associates
Project Manager
Midson Group
suite 7
33 Alexandra Street
Hunters Hill NSW 2110
(02)9868 6923
Client
SP 1731
TAMARAMA NSW 2026
ALTERATIONS &
ADDITIONS
Glenview Court,
20 Illawong Avenue,
Tamarama NSW2026
Suite 301
115 Military Road
Neutral Bay NSW 2089
(02)9969 1999
Level 1, Tower 1,
495 Victoria Avenue
Chatswood NSW 2067
(02)9419 4100
1:500 @A1
05/09/2016
PL
DF
AH
DF
A1101 [DA004] C
PROJECT SUMMARY
A S96 ISSUE 13/01/2017
B S4.55 DESIGN AMDT 1 ISSUE 06/03/2019
C S4.55 DESIGN AMDT 1 REV 2 29/08/2019
1 : 500LOWER BASEMENT CARPARK (B1)02
EXCAVATION FOOTPRINT: 1881 SQM / A2000
1 : 500UPPER BASEMENT CARPARK (B2)03
EXCAVATION FOOTPRINT: 1881 SQM / A2001
1 : 500LEVEL 0105
GFA: 710 SqMA2003
1 : 500LEVEL 0206
GFA: 710 SqMA2004
1 : 500LEVEL 0408
GFA: 710 SqMA2006
1 : 500LEVEL 0307
GFA: 710 SqMA2005
1 : 500LEVEL 0610
GFA: 710 SqMA2007
1 : 500LEVEL 0711
GFA: 710 SqMA2007
1 : 500ROOF LEVEL13
GFA: 695 SqMA2009
1 : 500LEVEL 08 - PENTHOUSES12
GFA: 480 SqMA2008
1 : 500LEVEL 0509
GFA: 710 SqMA20061 : 500
LEVEL 00- GROUND FLOOR03EXCAVATION FOOTPRINT: 1881 SQM / A2001
OUTLINE OF EXISTING BUILDING TO BE RETAINED AT GROUND FLOOR LEVEL
PROPOSED FFL. + 49.200
RL 49.615
RL 49.200
LOWER BASEMENT PARKING (B2) - 48CAR SPACES[26 CAR SPACES INCLUDING STORAGE & PROVISION FOR BICYCLES AT THE BACK OF EACH CAR SPACE][22 CAR SPACES WITH ALLOCATED STORAGE & PROVISION FOR BICYCLES IN DESIGNATED AREAS]
T
A
M
A
R
A
M
A
S
T
R
E
E
T
ILLA
W
O
N
G
A
V
E
N
U
E
ST2ST2ST2ST2ST2ST2ST2ST2ST2ST2ST2 ST2
ST3
14 ST2+14 ST3 [ 3.15 m³/each]WASTE ROOM [24 BINS]
SPACEFOR BINTRAILER
L.02 L.01
ST1
RAMP 1:4.5
RAMP 1:8
ST1ST1ST1ST1ST1ST1ST1ST1ST1ST1ST1ST1
ST1 ST1 ST1 ST1 ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
T
FW
FH
1000
200
AISL
ECA
RSPA
CE
E/A
2500 2500 2500TYPICAL
AISLE
ST2
G
R
G
R
G G G G G G G G
G RRRRRRRRRR
MOTORBIKE SPACE
G
ST2
G 2890
2215
RAMP 1:4.5
ST1
7200GRATED DRAIN @ BOTTOM OF RAMP
150 GD
R.47 R.48 R.49
M.08
M.07
M.09
M.10
R.50 R.51 R.52 R.53 R.54 R.55 R.56 R.57 R.58
R.59
R.60
R.61
R.62
R.63
R.64
R.65
R.66R.67R.68R.69R.71R.72
R.83
R.82
R.81
R.80
R.79 R.70R.73R.74R.75R.76R.77R.78
R.84
R.85
R.86
4225
CP EXRISER
WM
WM
WM
WM
WM
SHAREDLAUNDRY
WM
ST.02
FH
ST.04
M.11 M.12
FH
ST.03
1280
R.87
R.88
R.89
R.90
R.91
R.92
ST3ST3ST3ST3ST3ST3ST3ST3ST3ST3ST3ST3ST3
ST1ST1ST1ST1ST4ST4ST4
R.93
R.94
ST4ST4
ST4ST4
ST4
ST4
ST4
T
A
M
A
R
A
M
A
S
T
R
E
E
T
ILLA
W
O
N
G
A
V
E
N
U
E
3
0
.
4
8
1
0
0
°
0
2
'
3
0
"
1
2
.
1
9
7
°
5
2
'
0
0
"
3
.
0
6
1
0
0
°
0
2
'
3
0
"
1
2
.
2
2
5
8
°
4
2
'
0
0
"
1
7
.
8
4
5
1
0
0
°
2
2
'
3
0
"
3
3
.
1
1
8
°
4
3
'
3
0
"
2
6
.0
1
5
1
3
4
°
0
9
'3
0
"
20.115
141°30'30"
15.495
51°30'0
0"
25.805
141°44'30"
34.2
65
243° 3
6' 3
0"
13.715
236°46'3
0"
1
1
.
2
6
2
0
3
°
4
7
'
5
5
"
4.5
7
235°1
8'3
0"
1
2
.8
8
2
5
2
°
5
9
'3
0
"
9
.
1
1
2
7
9
°
2
8
'
3
0
"
8
.
1
4
5
1
8
8
°
3
1
'
3
0
"
2
0
.
2
5
2
7
8
°
1
1
'
0
0
"
1
9
.
9
1
5
7
°
3
7
'
3
0
"
4.295
322°27'30"
2
7
.
5
8
5
2
7
9
°
3
0
'
3
0
"
1
2
.
1
9
8
°
2
8
'
0
0
"
A
P
P
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(
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2
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5
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.
2
0
5
6
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.
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.
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3
4
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.
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.
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2
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.
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.
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3
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.
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3
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.
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1
5
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1
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2
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.
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.
6
5
7
7
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.
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1
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6
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.
9
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.
4
4
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D
.
P
.
4
4
3
2
5
3
THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESSOTHERWISE INDICATED
DO NOT SCALE OFF THESE DRAWINGS. WRITTEN DIMENSION TOTAKE PRECEDENCE OVER SCALED DIMENSIONS. BUILDER TOCHECK AND VERIFY ALL DIMENSIONS ON SITE PRIOR TOCONSTRUCTION. CONTACT ARCHITECT IF DISCREPANCIESOCCUR BETWEEN ARCHITECTURAL AND CONSULTANTSDOCUMENTS.
THIS DRAWING TO BE READ IN CONJUNCTION WITH THE FINISHES& FIXTURES, FITTINGS AND EQUIPMENT SCHEDULE.
THIS DRAWING TO BE READ IN CONJUNCTION WITH MECHANICAL,HYDRAULIC AND ELECTRICAL DESIGN DOCUMENTATIONPROVIDED BY THE PROJECT ENGINEERS.
FINAL COORDINATION TO OCCUR WITH SERVICESSUB-CONTRACTORS PRIOR TO COMMENCEMENT OF WORKS.
G E N E R A L I T E M S
ALLOW FOR TEMPORARY SHORING FOR TOP LAYERSOTHER THAN ROCK. REFER TO GEOTECHNICAL ENGINEERSREPORT, DOUGLAS PARTNERS DATED NOVEMBER 2018.
ROCK EXCAVATION SHALL BE CARRIED OUT STRICTLY INACCORDACE WITH THE GEOTECHNICAL ENGINEERSREPORT, DOUGLAS PARTNERS DATED NOVEMBER 2018.
BASEMENT SETOUT DIMENSIONS ALLOW FOR A 20MMOFFSET FROM THE OUTSIDE FACE OF STRUCTURE.
PARKING SPACESON-GRADE PARKING:
10 VISITOR CARSPACES [ON-GRADE]
10 TOTAL VISITOR CARSPACES2 TOTAL RESIDENTIAL CARSPACES
UPPER BASEMENT PARKING (B1): 28 STANDARD RESIDENTIAL CARSPACES
+ STORAGE & BICYCLE CAGE 16 STANDARD RESIDENTIAL CARSPACES
44 TOTAL RESIDENTIAL CARSPACES06 MOTORCYCLE SPACES
LOWER BASEMENT PARKING (B2): 30 STANDARD RESIDENTIAL CARSPACES
+ STORAGE & BICYCLE CAGE 18 STANDARD RESIDENTIAL CARSPACES 48 TOTAL RESIDENTIAL CARSPACES
06 MOTORCYCLE SPACES
94 TOTAL RESIDENT CARSPACES10 TOTAL VISITOR CARSPACES12 TOTAL MOTORCYCLE SPACES
BICYCLE PARKING & STORAGEBICYCLE PARKING - CLASS 3:
8 ON-GRADE - CORE 02
BICYCLE PARKING - CLASS 1:58 CAGES - ST1PROVISION BEHIND CARSPACE14 LOCKERS - ST2
14 LOCKERS - ST386 TOTAL BICYCLE LOCKERS
STORAGE TYPES
LOCATION WITHIN BASEMENT
EXISTING UNITS
PROPOSED UNITS
WASTE ALLOCATION WITHIN BASEMENTLOCATION BIN TYPELVL 1 BASEMENT
MGB's - GARBAGEMGB's - RECYCLING
LVL 2 BASEMENTMGB's - GARBAGEMGB's - RECYCLING
TOTAL MGB's - GARBAGEMGB's - RECYCLING
No.
1311
1410
2721
No.
80
2
m³/unit
5.00(min)10.00
NOTE:STORAGE WILL BE PROVIDED TOUNITS THROUGH STORAGE TYPESNOMINATED. THIS ALLOCATION OFVOLUME WILL FACILITATE STORAGE FORA BICYCLE - CLASS 1.
TYPESST1 - 2400Lx1000Wx2100HST2 - 1500Lx1000Wx2100HST3 - 1270Lx1170Wx2100H [BIKE LOCKER]ST4 - VARIOUS UP TO 3m³
No.581414
15
m³/st5.003.153.12
WASTE STORAGE
STORAGE ALLOCATION
Issue
Amendments
Description Date
This drawing is the copyright of Group GSA Pty Ltd and
may not be altered, reproduced or transmitted in any
form or by any means in part or in whole without the
written permission of Group GSA Pty Ltd.
All levels and dimensions are to be checked and verified
on site prior to the commencement of any work, making
of shop drawings or fabrication of components.
Do not scale drawings. Use figured Dimensions.
$FILE$
File
$DATE$
Plot Date
IssueDrawing No
Approved
Verified
Plotted and checked by
By
Drawing created (date)
Scale
Drawing Title
Project No
160455
nom architect M. Sheldon 3990
20 ILLAWONG AVENUE
Group GSA Pty Ltd ABN 76 002 113 779
Level 7, 80 William St East Sydney NSW
Australia 2011 www.groupgsa.com
architecture interior design urban design landscape
T +612 9361 4144 F +612 9332 3458
Project Title
Services Engineers
FLOTH Sustainable Building Consultants
Civil & Structural Consulting Engineers
James Taylor and Associates
Project Manager
Midson Group
suite 7
33 Alexandra Street
Hunters Hill NSW 2110
(02)9868 6923
Client
SP 1731
TAMARAMA NSW 2026
ALTERATIONS &
ADDITIONS
Glenview Court,
20 Illawong Avenue,
Tamarama NSW2026
Suite 301
115 Military Road
Neutral Bay NSW 2089
(02)9969 1999
Level 1, Tower 1,
495 Victoria Avenue
Chatswood NSW 2067
(02)9419 4100
1:200 @A1
05/09/2016
PL
DF
AH
DF
A2000 [DA102] D
LOWER BASEMENT PARKING
(B2)
A S96 ISSUE 13/01/2017
B S4.55 DESIGN AMDT 1 ISSUE 06/03/2019
C FOR INFORMATION 07/08/2019
D S4.55 DESIGN AMDT 1 REV 2 29/08/2019
T
ST1ST1 ST1 ST1 ST1
COMMSEXHAUST
FAN ROOM
MECH - AIRFAN ROOM
L.02 L.01
UPPER BASEMENT PARKING (B1) - 44 CAR SPACES[28 CAR SPACES INCLUDING STORAGE & PROVISION FOR BICYCLES AT THE BACK OF EACH CAR SPACE][16 CAR SPACES WITH ALLOCATED STORAGE & PROVISONS FOR BICYCLES IN DESIGNATED AREAS]
WASTE ROOM [24 BINS]G G G G G G G G G G G
RR R P
VALVE ROOM(PUMPS)
6000
7335
1500
1500
6440
4940
33301500
1500
1500
2025
R R PPPP
OUTLINE OF EXISTING BUILDING TO BE RETAINED AT GROUND FLOOR LEVEL
FH
G
G ST1ST1ST1ST1ST1ST1ST1ST1ST1ST1ST1ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
2000
R5R3
T13
T13
SRZ
CANOPY DRIPLINE
1000
5400
5400
1000
AISL
ECA
RSPA
CECA
RSPA
CE
5400 CARSPACE
6100 AISLE
MOTORBIKE SPACE
5150
1600
100mm x 100mm EDGE RECESSAROUND PERIMETER FORSTRIP DRAIN
BINROOMEXHAUST
CARPARKEXHAUST
KERB
KERB
OUTLINE OF TERRACES OVER SHOWN DASHED
OUTLINE OF TERRACES OVER SHOWN DASHED
MAINSWITCHROOM
TELCOROOM B
G
OSD TANK
1000
1000
4150
4150
5400
6000
CARSPACE
5400CARSPACE
AISLE
OPENINGS PROTECTED INACCORDANCE WITH BCACLAUSE C3.2 & C3.4
1095
3065
3140
3030 LOUVRED SCREEN
1165
25007500 2500 2500
800
5180
5000
2320
1500
EXISTING SEWERDIVERSION
SHOWN DOTTED
5400
6000
5400CARSPACE
2500
1550
ST1
3600
3600
500
RAMP UP TO GROUND FLOOR
RAMP DOWN TO B2 BASEMENT
KERB
KERB
300
150 GD
ST.02
RAMP 1:4.5
2275
2245
PROPOSED FFL. + 52.170
RAMP 1:8
RL 52.585
RL 52.170
ST1
150 GD
R.03 R.04 R.05 R.06
FH
R.07 R.09R.08 R.10
R.11
R.13
R.12
R.14
R.15
R.16
R.20
R.17
R.18R.19R.21R.22R.23R.24R.25R.26R.27R.28R.41
R.40
R.39
R.38
R.37
R.36
R.29R.30R.31
R.32
R.33
R.34
R.35
4 MOTORBIKESPACES
M.01
M.02M.03
M.04
ST1 ST1
WM
WM
WM
WM
SHAREDLAUNDRY
WM
TELCOROOM A
R.42
R.44
2550ST.04 1550
ST.03
R.43
2200
M.05
3625
R.46
1675
ST4ST4
ST4
ST4
M.06
R.45
ST4
T
A
M
A
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W
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A
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2
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5
1
3
4
°
0
9
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0
"
20.115
141°30'30"
15.495
51°30'0
0"
25.805
141°44'30"
34.2
65
243° 3
6' 3
0"
13.715
236°46'3
0"
1
1
.
2
6
2
0
3
°
4
7
'
5
5
"
4.5
7
235°1
8'3
0"
1
2
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8
2
5
2
°
5
9
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0
"
9
.
1
1
2
7
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2
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0
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1
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9
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°
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7
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3
0
"
4.295
322°27'30"
2
7
.
5
8
5
2
7
9
°
3
0
'
3
0
"
1
2
.
1
9
8
°
2
8
'
0
0
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A
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4
2
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.
1
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4
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4
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PARKING SPACESON-GRADE PARKING:
10 VISITOR CARSPACES [ON-GRADE]
10 TOTAL VISITOR CARSPACES2 TOTAL RESIDENTIAL CARSPACES
UPPER BASEMENT PARKING (B1): 28 STANDARD RESIDENTIAL CARSPACES
+ STORAGE & BICYCLE CAGE 16 STANDARD RESIDENTIAL CARSPACES
44 TOTAL RESIDENTIAL CARSPACES06 MOTORCYCLE SPACES
LOWER BASEMENT PARKING (B2): 30 STANDARD RESIDENTIAL CARSPACES
+ STORAGE & BICYCLE CAGE 18 STANDARD RESIDENTIAL CARSPACES 48 TOTAL RESIDENTIAL CARSPACES
06 MOTORCYCLE SPACES
94 TOTAL RESIDENT CARSPACES10 TOTAL VISITOR CARSPACES12 TOTAL MOTORCYCLE SPACES
BICYCLE PARKING & STORAGEBICYCLE PARKING - CLASS 3:
8 ON-GRADE - CORE 02
BICYCLE PARKING - CLASS 1:58 CAGES - ST1PROVISION BEHIND CARSPACE14 LOCKERS - ST2
14 LOCKERS - ST386 TOTAL BICYCLE LOCKERS
STORAGE TYPES
LOCATION WITHIN BASEMENT
EXISTING UNITS
PROPOSED UNITS
WASTE ALLOCATION WITHIN BASEMENTLOCATION BIN TYPELVL 1 BASEMENT
MGB's - GARBAGEMGB's - RECYCLING
LVL 2 BASEMENTMGB's - GARBAGEMGB's - RECYCLING
TOTAL MGB's - GARBAGEMGB's - RECYCLING
No.
1311
1410
2721
No.
80
2
m³/unit
5.00(min)10.00
NOTE:STORAGE WILL BE PROVIDED TOUNITS THROUGH STORAGE TYPESNOMINATED. THIS ALLOCATION OFVOLUME WILL FACILITATE STORAGE FORA BICYCLE - CLASS 1.
TYPESST1 - 2400Lx1000Wx2100HST2 - 1500Lx1000Wx2100HST3 - 1270Lx1170Wx2100H [BIKE LOCKER]ST4 - VARIOUS UP TO 3m³
No.581414
15
m³/st5.003.153.12
WASTE STORAGE
STORAGE ALLOCATION THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESSOTHERWISE INDICATED
DO NOT SCALE OFF THESE DRAWINGS. WRITTEN DIMENSION TOTAKE PRECEDENCE OVER SCALED DIMENSIONS. BUILDER TOCHECK AND VERIFY ALL DIMENSIONS ON SITE PRIOR TOCONSTRUCTION. CONTACT ARCHITECT IF DISCREPANCIESOCCUR BETWEEN ARCHITECTURAL AND CONSULTANTSDOCUMENTS.
THIS DRAWING TO BE READ IN CONJUNCTION WITH THE FINISHES& FIXTURES, FITTINGS AND EQUIPMENT SCHEDULE.
THIS DRAWING TO BE READ IN CONJUNCTION WITH MECHANICAL,HYDRAULIC AND ELECTRICAL DESIGN DOCUMENTATIONPROVIDED BY THE PROJECT ENGINEERS.
FINAL COORDINATION TO OCCUR WITH SERVICESSUB-CONTRACTORS PRIOR TO COMMENCEMENT OF WORKS.
G E N E R A L I T E M S
ALLOW FOR TEMPORARY SHORING FOR TOP LAYERSOTHER THAN ROCK. REFER TO GEOTECHNICAL ENGINEERSREPORT, DOUGLAS PARTNERS DATED NOVEMBER 2018.
ROCK EXCAVATION SHALL BE CARRIED OUT STRICTLY INACCORDACE WITH THE GEOTECHNICAL ENGINEERSREPORT, DOUGLAS PARTNERS DATED NOVEMBER 2018.
BASEMENT SETOUT DIMENSIONS ALLOW FOR A 20MMOFFSET FROM THE OUTSIDE FACE OF STRUCTURE.
Issue
Amendments
Description Date
This drawing is the copyright of Group GSA Pty Ltd and
may not be altered, reproduced or transmitted in any
form or by any means in part or in whole without the
written permission of Group GSA Pty Ltd.
All levels and dimensions are to be checked and verified
on site prior to the commencement of any work, making
of shop drawings or fabrication of components.
Do not scale drawings. Use figured Dimensions.
$FILE$
File
$DATE$
Plot Date
IssueDrawing No
Approved
Verified
Plotted and checked by
By
Drawing created (date)
Scale
Drawing Title
Project No
160455
nom architect M. Sheldon 3990
20 ILLAWONG AVENUE
Group GSA Pty Ltd ABN 76 002 113 779
Level 7, 80 William St East Sydney NSW
Australia 2011 www.groupgsa.com
architecture interior design urban design landscape
T +612 9361 4144 F +612 9332 3458
Project Title
Services Engineers
FLOTH Sustainable Building Consultants
Civil & Structural Consulting Engineers
James Taylor and Associates
Project Manager
Midson Group
suite 7
33 Alexandra Street
Hunters Hill NSW 2110
(02)9868 6923
Client
SP 1731
TAMARAMA NSW 2026
ALTERATIONS &
ADDITIONS
Glenview Court,
20 Illawong Avenue,
Tamarama NSW2026
Suite 301
115 Military Road
Neutral Bay NSW 2089
(02)9969 1999
Level 1, Tower 1,
495 Victoria Avenue
Chatswood NSW 2067
(02)9419 4100
1:200 @A1
05/09/2016
PL
DF
AH
DF
A2001 [DA101] C
UPPER BASEMENT PARKING
(B1)
A S96 ISSUE 13/01/2017
B S4.55 DESIGN AMDT 1 ISSUE 06/03/2019
C S4.55 DESIGN AMDT 1 REV 2 29/08/2019
L
A
N
E
W
A
Y
community
garden
+ 56.00
+ RL 52.17
+ RL 55.50
+ RL 55.50+ RL 55.50
RL 55.50 +
+ RL 55.50
+ 56.20
+ 56.20
+ 55.50
+
56.00
+ 55.50
+
56.00
+
56.00
+ RL 55.50
+ 56.20
succulent
roof garden
lawn
coastal heath
pandanus
grove
gully
dune
community
garden
gully
+ 56.00
56.00 +
56.00 +
56.00 +
+ RL 55.50
+ 56.00
+ RL 55.58
+ RL 55.58
+
56.20
+
55.80
+ RL 55.50
+ 55.50
TPZ ZONE
KBBDBD
BDBD
BKB BD
K
BBD
K
KBBD
BD
BD
BD
BK B BD
K
BBD
K
KBBDBD
BDBD
BK KBBDBD
BDBD
BKB BD
K
BBD
K
KBBD
BD
BD
BD
BK B BD
K
BBD
K
KBBDBD
BDBD
BK
T
A
M
A
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A
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3
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0
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2
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1
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1
3
4
°
0
9
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0
"
20.115
141°30'30"
15.495
51°30'0
0"
25.805
141°44'30"
34.2
65
243° 3
6' 3
0"
13.715
236°46'3
0"
1
1
.
2
6
2
0
3
°
4
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'
5
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3
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4.295
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LIFT & STAIRS
CARPARK
B
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1
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m
2
LAUNDRY
No.20 "GLENVIEW COURT"
N
o
.
3
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.
7
N
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3
6
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N
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V.01 V.02 V.03 V.04 R.01 R.02 V.07 V.08
V.09
RAMP 1:4.5
RL 56.010
10 VISITOR PARKING SPACES
RAMP 1:8
8 BICYCLE VISITORPARKING SPACES
L.01L.02
V.10
BALCONY BALCONY BALCONY BALCONYBALCONY BALCONY BALCONY BALCONY BALCONY BALCONY
CARPARKEXHAUST
FH
PL-02 ENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCHENTRY PORCH
3600500
ENTRY PORCHENTRY PORCH PL-01 PL-01PL-02 PL-02 PL-02
ROOF GARDEN
5625
3600300
2400
55.500RL. 55.500RL.
LOADING BAYRL 55.500
RL 56.000
ROOF OVER
OUTLINE OF BASEMENT PARKING BELOWENTRY RAMP
DOWN TO
BASEMENT
PARKING
EXIT RAMP UP
FROM
BASEMENT
RL 54
.765
55.140RL.
55.697RL.
RL 55.500LANDSCAPED ZONE
RL 55.500LANDSCAPED ZONE
84 LETTER BOXES
HYDRANT BOOSTER
CAR PARKAIR INTAKE
HYD. PIT
7200
E H E E E EH H H HTPL-02 PL-02 PL-02
ENTRANCEDRIVEWAY
PATH
WAY
1:20
PATHWAY 1:25
17501750
1
2
3
REFER TO LANDSCAPE ARCHITECTSDRAWINGS FOR BOUNDARY FENCES
PL-01 PL-01 PL-01 PL-01 PL-01 PL-01
PLANTER
PL-02 PL-02 PL-02 PL-02 PL-02PL-02 PL-02
12345678
12 13 14 15161110
RL 55.950
9
C0-02
PLANTER
E
RL 55.700
RL 55.550 RL 55.600
RL 55.500
ST.02
RL 55.500
RL 56.28024002400 24002400 2400 2400 24002400 2400
ST.01
DRIVEWAY
OUTLINE O
F BAS
EMEN
T PAR
KING BE
LOW
KBBDBD
BDBD
BKB BD
K
BBD
K
KBBD
BD
BD
BD
BK B BD
K
BBD
K
KBBDBD
BDBD
BK
OUTLINE OF BASEMENTPARKING BELOW
LANDSCAPED ZONE
EXISTING INTERNAL FFL. + 55.580ENTRY PORCH AND BALCONY TO MATCH EXISTING FFL
1825
CARPARKEXHAUST
EXISTING SEWERDIVERSION
SHOWN DOTTED
OUTLINE OF TPZ, REFEREARTHSCAPE HORTICULTURALSERVICES - ARBORICULTURAL
IMPACT ASSESSMENT REPORT,VERSION 6, DATED 16th JANUARY
2017
T3
OUTLINE OF SRZ, REFEREARTHSCAPE HORTICULTURALSERVICES - ARBORICULTURAL
IMPACT ASSESSMENT REPORT,VERSION 6, DATED 16th JANUARY
2017
6000
6000
1413121110090807
06
0504030201
A
B
C
D
E
1750
1350
1054
522
00NO
M'L:
1054
317
5013
5010
545
2200
NOM'
L: 10
543
F
G
3750
8500
3750
8500
22
20
AA
BB
CC
DD
76507650
7745
7750
8025
7750
7750
8025
J
K
M
77507750
L
38253825
6235 4950 5315 5035 5080 5220 5100 5080 5320 5100 5100 4950 56056235 4950 5315 5035 5080 5220 5100 5080 5320 5100 5100 4950 5605
21
23
5000
4350
5000
4350
1750 RL 55.800
RL 56.350
RL 56.350RL 56.350
RL 56.050
RL 56.0506000 @ 1:20
RAMP1:20
RAMP 1:20RL 55.700
5450
@ 1:
20
7223
RL 56.350
RL 56.350
17000 @ 1:20
RL 56.350
1232 @ FLAT
3675 @ 1:36.8
RL 55.9502000 @ 1:20
5
4
1 2
2890
2215
ROLLER SHUTTER DOOR
V.06V.05
2 RESIDENTIAL PARKING SPACES
FH
ST.03
FH
ST.03
1
2
3
4
5
6
7
8
16
15
14
13
12
11
10
9
171819
ST.04
T
A
M
A
R
A
M
A
S
T
R
E
E
T
ILLA
W
O
N
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A
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N
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3
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.
4
8
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0
2
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3
0
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1
2
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7
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5
2
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0
0
"
3
.
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6
1
0
0
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0
2
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3
0
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1
2
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2
5
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4
2
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0
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1
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4
5
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2
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3
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3
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1
1
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°
4
3
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3
0
"
2
6
.0
1
5
1
3
4
°
0
9
'3
0
"
20.115
141°30'30"
15.495
51°30'0
0"
25.805
141°44'30"
34.2
65
243° 3
6' 3
0"
13.715
236°46'3
0"
1
1
.
2
6
2
0
3
°
4
7
'
5
5
"
4.5
7
235°1
8'3
0"
1
2
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8
2
5
2
°
5
9
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0
"
9
.
1
1
2
7
9
°
2
8
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3
0
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8
.
1
4
5
1
8
8
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3
1
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3
0
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2
0
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2
5
2
7
8
°
1
1
'
0
0
"
1
9
.
9
1
5
7
°
3
7
'
3
0
"
4.295
322°27'30"
2
7
.
5
8
5
2
7
9
°
3
0
'
3
0
"
1
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LAUNDRY
No.20 "GLENVIEW COURT"
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Issue
Amendments
Description Date
This drawing is the copyright of Group GSA Pty Ltd and
may not be altered, reproduced or transmitted in any
form or by any means in part or in whole without the
written permission of Group GSA Pty Ltd.
All levels and dimensions are to be checked and verified
on site prior to the commencement of any work, making
of shop drawings or fabrication of components.
Do not scale drawings. Use figured Dimensions.
$FILE$
File
$DATE$
Plot Date
IssueDrawing No
Approved
Verified
Plotted and checked by
By
Drawing created (date)
Scale
Drawing Title
Project No
160455
nom architect M. Sheldon 3990
20 ILLAWONG AVENUE
Group GSA Pty Ltd ABN 76 002 113 779
Level 7, 80 William St East Sydney NSW
Australia 2011 www.groupgsa.com
architecture interior design urban design landscape
T +612 9361 4144 F +612 9332 3458
Project Title
Services Engineers
FLOTH Sustainable Building Consultants
Civil & Structural Consulting Engineers
James Taylor and Associates
Project Manager
Midson Group
suite 7
33 Alexandra Street
Hunters Hill NSW 2110
(02)9868 6923
Client
SP 1731
TAMARAMA NSW 2026
ALTERATIONS &
ADDITIONS
Glenview Court,
20 Illawong Avenue,
Tamarama NSW2026
Suite 301
115 Military Road
Neutral Bay NSW 2089
(02)9969 1999
Level 1, Tower 1,
495 Victoria Avenue
Chatswood NSW 2067
(02)9419 4100
1:200 @A1
05/09/2016
PL
DF
AH
DF
A2002 [DA100] C
GROUND FLOOR
A S96 ISSUE 13/01/2017
B S4.55 DESIGN AMDT 1 ISSUE 06/03/2019
C S4.55 DESIGN AMDT 1 REV 2 29/08/2019
FFL 78.980EXISTING PARAPET LEVEL
FFL 76.015FFL LEVEL 7
FFL 73.170FFL LEVEL 6
FFL 70.270FFL LEVEL 5
FFL 67.400FFL LEVEL 4
FFL 64.460FFL LEVEL 3
FFL 61.455FFL LEVEL 2
FFL 58.535FFL LEVEL 1
FFL 55.580FFL GROUND FLOOR
FFL 52.170FFL BASEMENT B1
FFL 49.200FFL BASEMENT B2
RL 82.725ROOF RIDGE
2788
5
2965
2845
2900
2870
2940
3005
2920
2955
3660
825
FFL 55.580FFL GROUND FLOOR
FFL 52.170FFL BASEMENT B1
FFL 49.200FFL BASEMENT B2
FFL 78.980 TP PRPT
FFL 76.015 LEVEL 07
FFL 73.170 LEVEL 06
FFL 70.270 LEVEL 05
FFL 67.400 LEVEL 04
FFL 64.460 LEVEL 03
FFL 61.455 LEVEL 02
FFL 58.535 LEVEL 01
FFL 55.580 GF LEVELFFL 55.580 GF LEVEL
FFL 58.385 ACCESS DECK LEVEL 1
FFL 67.250ACCESS DECK LEVEL 4
FFL 70.120ACCESS DECK LEVEL 5
FFL 73.020ACCESS DECK LEVEL 6
FFL 75.865 ACCESS LEVEL 7
FFL 79.225 LEVEL 8
FFL 61.305ACCESS DECK LEVEL 2
FFL 61.305ACCESS DECK LEVEL 2
FFL 76.015 EXISTING LEVEL 7
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 58.535EXISTING LEVEL 1
FFL 55.580 GROUND FLOOR
FFL 78.980 EXISTING PARAPET
FFL 76.015 EXISTING LEVEL 7
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 58.535EXISTING LEVEL 1
FFL 55.580 GROUND FLOOR
FFL 79.255PROPOSED LEVEL 8
FFL 79.255 LEVEL 08
BO
UN
DA
RY
[A
PE
X]
BO
UN
DA
RY
- [T
AM
AR
AM
A S
T]
RDGE: +64.23
RDGE: +62.31
TG: +60.41
TG: +59.84
NS: +56.88
BOUN
ARY
OF 21
ILLA
WON
G AV
E / I
LLAW
ONG
AVE
BEH
IND
VEHICULARENTRY
[ BEYOND ]
BO
UN
DA
RY
RL 51.900-
RL 53.380-
VOID TBC
EXISTING ROCK LINE TBC
EXISTINGFOOTINGS
TBC
EXISTING FOOTINGS TBC
ST04
34101
24101
64100
4+54100
341001+2
4100
RL 54.500-
RL 54.500-
RL 53.00 TOP OF ROCK
PROFILE OF ROCK CLIFFFACE AT GRID 03 TBC.REFER GEOTECH SURVEY.
2970
2970
O.S.D
FFL 78.980EXISTING PARAPET LEVEL
FFL 76.015FFL LEVEL 7
FFL 73.170FFL LEVEL 6
FFL 70.270FFL LEVEL 5
FFL 67.400FFL LEVEL 4
FFL 64.460FFL LEVEL 3
FFL 61.455FFL LEVEL 2
FFL 58.535FFL LEVEL 1
FFL 55.580FFL GROUND FLOOR
FFL 52.170FFL BASEMENT B1
FFL 49.200FFL BASEMENT B2
RL 82.725ROOF RIDGE
2788
5
2965
2845
2900
2870
2940
3005
2920
2955
3660
825
FFL 55.580FFL GROUND FLOOR
FFL 52.170FFL BASEMENT B1
FFL 49.200FFL BASEMENT B2
FFL 78.980 TP PRPT
FFL 76.015 LEVEL 07
FFL 73.170 LEVEL 06
FFL 70.270 LEVEL 05
FFL 67.400 LEVEL 04
FFL 64.460 LEVEL 03
FFL 61.455 LEVEL 02
FFL 58.535 LEVEL 01
FFL 55.580 GF LEVELFFL 55.580 GF LEVEL
FFL 58.385 ACCESS DECK LEVEL 1
FFL 67.250ACCESS DECK LEVEL 4
FFL 70.120ACCESS DECK LEVEL 5
FFL 73.020ACCESS DECK LEVEL 6
FFL 75.865 ACCESS LEVEL 7
FFL 79.225 LEVEL 8
FFL 61.305ACCESS DECK LEVEL 2
FFL 61.305ACCESS DECK LEVEL 2
FFL 76.015 EXISTING LEVEL 7
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 58.535EXISTING LEVEL 1
FFL 55.580 GROUND FLOOR
FFL 78.980 EXISTING PARAPET
FFL 76.015 EXISTING LEVEL 7
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 58.535EXISTING LEVEL 1
FFL 55.580 GROUND FLOOR
FFL 79.255PROPOSED LEVEL 8
FFL 79.255 LEVEL 08 FFL 78.980EXISTING PARAPET LEVEL
FFL 76.015FFL LEVEL 7
FFL 73.170FFL LEVEL 6
FFL 70.270FFL LEVEL 5
FFL 67.400FFL LEVEL 4
FFL 64.460FFL LEVEL 3
FFL 61.455FFL LEVEL 2
FFL 58.535FFL LEVEL 1
FFL 55.580FFL GROUND FLOOR
FFL 52.170FFL BASEMENT B1
FFL 49.200FFL BASEMENT B2
RL 82.725ROOF RIDGE
2788
5
2965
2845
2900
2870
2940
3005
2920
2955
3660
825
FFL 55.580FFL GROUND FLOOR
FFL 52.170FFL BASEMENT B1
FFL 49.200FFL BASEMENT B2
FFL 78.980 TP PRPT
FFL 76.015 LEVEL 07
FFL 73.170 LEVEL 06
FFL 70.270 LEVEL 05
FFL 67.400 LEVEL 04
FFL 64.460 LEVEL 03
FFL 61.455 LEVEL 02
FFL 58.535 LEVEL 01
FFL 55.580 GF LEVELFFL 55.580 GF LEVEL
FFL 58.385 ACCESS DECK LEVEL 1
FFL 67.250ACCESS DECK LEVEL 4
FFL 70.120ACCESS DECK LEVEL 5
FFL 73.020ACCESS DECK LEVEL 6
FFL 75.865 ACCESS LEVEL 7
FFL 79.225 LEVEL 8
FFL 61.305ACCESS DECK LEVEL 2
FFL 61.305ACCESS DECK LEVEL 2
FFL 76.015 EXISTING LEVEL 7
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 58.535EXISTING LEVEL 1
FFL 55.580 GROUND FLOOR
FFL 78.980 EXISTING PARAPET
FFL 76.015 EXISTING LEVEL 7
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 70.270EXISTING LEVEL 5
FFL 67.400EXISTING LEVEL 4
FFL 58.535EXISTING LEVEL 1
FFL 55.580 GROUND FLOOR
FFL 79.255PROPOSED LEVEL 8
FFL 79.255 LEVEL 08
BO
UN
DA
RY
[A
PE
X]
BO
UN
DA
RY
- [T
AM
AR
AM
A S
T]
RDGE: +64.23
RDGE: +62.31
TG: +60.41
TG: +59.84
NS: +56.88
BOUN
ARY
OF 21
ILLA
WON
G AV
E / I
LLAW
ONG
AVE
BEH
IND
VEHICULARENTRY
[ BEYOND ]
BO
UN
DA
RY
RL 51.900-
RL 53.380-
VOID TBC
EXISTING ROCK LINE TBC
EXISTINGFOOTINGS
TBC
EXISTING FOOTINGS TBC
ST04
34101
24101
64100
4+54100
341001+2
4100
RL 54.500-
RL 54.500-
RL 53.00 TOP OF ROCK
PROFILE OF ROCK CLIFFFACE AT GRID 03 TBC.REFER GEOTECH SURVEY.
2970
2970
O.S.D
ABCDE
15845
1750 1350 10545 2200
FG
12250
8500 3750
ABCDE
15845
1750 1350 10545 2200
FG
12250
8500 3750
ABCDE
15845
1750 1350 10545 2200
FG
12250
8500 3750
THESE DRAWINGS ARE NOT FOR CONSTRUCTION UNLESSOTHERWISE INDICATED
DO NOT SCALE OFF THESE DRAWINGS. WRITTEN DIMENSION TOTAKE PRECEDENCE OVER SCALED DIMENSIONS. BUILDER TOCHECK AND VERIFY ALL DIMENSIONS ON SITE PRIOR TOCONSTRUCTION. CONTACT ARCHITECT IF DISCREPANCIESOCCUR BETWEEN ARCHITECTURAL AND CONSULTANTSDOCUMENTS.
THIS DRAWING TO BE READ IN CONJUNCTION WITH THE FINISHES& FIXTURES, FITTINGS AND EQUIPMENT SCHEDULE.
THIS DRAWING TO BE READ IN CONJUNCTION WITH MECHANICAL,HYDRAULIC AND ELECTRICAL DESIGN DOCUMENTATIONPROVIDED BY THE PROJECT ENGINEERS.
FINAL COORDINATION TO OCCUR WITH SERVICESSUB-CONTRACTORS PRIOR TO COMMENCEMENT OF WORKS.
G E N E R A L I T E M S
CODE DESCRIPTION
FIN.01 FINISHED CONCRETE: LIGHT PALE TONE - CLASS 2FIN.02 PAINTED RENDER: OVER CONCRETE/MASONRYFIN.03.T COMPOSITE TIMBER: DECKING & SOFFIT CLADDINGFIN.04.B PAINTED STAINLESS STEEL: BALUSTRADEFIN.04.G GLASS BALUSTRADE: BASE MOUNTED
(AXION-METROPOLIS RANGE)FIN.05.S PAINTED STRUCTURAL STEEL:FIN.06.R ROOF CLADDING: METAL ROOF SHEETINGFIN.07 FLAT ROOF: PEBBLESFIN.08.C COLUMN CLADDING: PRE-FINISHED FC SHEETING
(EQUITONE - TECTIVA)FIN.09.T STONE PAVING: 600 x 300 x 10mmPL-01 PRECAST TROUGH PLANTERS:
2200 L x 1000 W x 800 H (QUATRO DESIGN)PL-02 PRECAST SQUARE PLANTERS:
1100 SQ. x 700 H (QUATRO DESIGN)
Issue
Amendments
Description Date
This drawing is the copyright of Group GSA Pty Ltd and
may not be altered, reproduced or transmitted in any
form or by any means in part or in whole without the
written permission of Group GSA Pty Ltd.
All levels and dimensions are to be checked and verified
on site prior to the commencement of any work, making
of shop drawings or fabrication of components.
Do not scale drawings. Use figured Dimensions.
$FILE$
File
$DATE$
Plot Date
IssueDrawing No
Approved
Verified
Plotted and checked by
By
Drawing created (date)
Scale
Drawing Title
Project No
160455
nom architect M. Sheldon 3990
20 ILLAWONG AVENUE
Group GSA Pty Ltd ABN 76 002 113 779
Level 7, 80 William St East Sydney NSW
Australia 2011 www.groupgsa.com
architecture interior design urban design landscape
T +612 9361 4144 F +612 9332 3458
Project Title
Services Engineers
FLOTH Sustainable Building Consultants
Civil & Structural Consulting Engineers
James Taylor and Associates
Project Manager
Midson Group
suite 7
33 Alexandra Street
Hunters Hill NSW 2110
(02)9868 6923
Client
SP 1731
TAMARAMA NSW 2026
ALTERATIONS &
ADDITIONS
Glenview Court,
20 Illawong Avenue,
Tamarama NSW2026
Suite 301
115 Military Road
Neutral Bay NSW 2089
(02)9969 1999
Level 1, Tower 1,
495 Victoria Avenue
Chatswood NSW 2067
(02)9419 4100
1:200 @A1
05/09/2016
PL
DF
AH
DF
A3100 [DA300] C
PROPOSED SECTION
A S96 ISSUE 13/01/2017
B S4.55 DESIGN AMDT 1 ISSUE 06/03/2019
C S4.55 DESIGN AMDT 1 REV 2 29/08/2019
1 :200SECTION : CONTEXT01
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