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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 ----------------------------------------------------------------------------------------------------------------------------------------- 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
11

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Oct 16, 2021

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Page 1: Creative Planning Solutions Pty Limited

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

-----------------------------------------------------------------------------------------------------------------------------------------

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

Page 2: Creative Planning Solutions Pty Limited

Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama

2

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:

Page 3: Creative Planning Solutions Pty Limited

Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama

3

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.

Page 4: Creative Planning Solutions Pty Limited

Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama

4

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

Page 5: Creative Planning Solutions Pty Limited

Creative Planning Solutions Pty Limited Cover Letter for Amended Proposal | 20 Illawong Avenue, Tamarama

5

(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).

Page 6: Creative Planning Solutions Pty Limited

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

Page 7: Creative Planning Solutions Pty Limited

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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)

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

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T13

T13

SRZ

CANOPY DRIPLINE

FW

FH

1000

AISL

ECA

RSPA

CECA

RSPA

CE

MOTORBIKE SPACE

CP EX RISERFROM BELOW

CP A/S DROPPERBELOW

E/A

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

3

0

.

4

8

1

0

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20.115

141°30'30"

15.495

51°30'0

0"

25.805

141°44'30"

34.2

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236°46'3

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2

7

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5

8

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0

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1

2

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2

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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

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Page 8: Creative Planning Solutions Pty Limited

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

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N

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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

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1000

200

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2500 2500 2500TYPICAL

AISLE

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G

R

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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

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13.715

236°46'3

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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

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APPROXTOPRK
Page 9: Creative Planning Solutions Pty Limited

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

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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

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R.40

R.39

R.38

R.37

R.36

R.29R.30R.31

R.32

R.33

R.34

R.35

4 MOTORBIKESPACES

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M.02M.03

M.04

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WM

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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

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APPROXTOPRK
Page 10: Creative Planning Solutions Pty Limited

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2017

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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

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56.63
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57.01
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55.97
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56.81
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56.72
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56.83
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57.09
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56.82
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56.60
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56.18
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54.95
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55.93
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55.56
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55.68
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78.93
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54.81
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52.73
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53.20
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78.78
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78.80
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78.81
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78.83
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78.84
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78.86
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78.86
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78.86
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78.78
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73.12
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45.08
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57.01
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56.88
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56.81
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56.72
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56.83
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57.09
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56.82
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56.60
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56.18
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54.95
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51.71
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52.21
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53.35
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55.52
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56.29
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57.05
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56.88
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56.04
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55.55
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55.56
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56.38
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56.55
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56.60
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56.41
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53.31
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52.99
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78.97
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APPROXTOPRK
Page 11: Creative Planning Solutions Pty Limited

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

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2965

2845

2900

2870

2940

3005

2920

2955

3660

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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

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RL 54.500-

RL 53.00 TOP OF ROCK

PROFILE OF ROCK CLIFFFACE AT GRID 03 TBC.REFER GEOTECH SURVEY.

2970

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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

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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