Building Regulations Studies

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900PacificHighwayGordonNSWPlansandElevations21.pdf

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CONSULTANTS

INFORMATION

25.03 m

22.00 m

22.02 m

19 x 184 = 3,500

1 2 3 4 5 6 7 8 9

1 1

1 2

1 3

1 4

1 5

1 6

1 7

1 8

9 x 1

8 4

, 5

0 0

1 0

6 x 1

8 8

, 0

0 0

4.24 m

1 , 0 0 0

121.52

LETTER BOX

800-1000mm ADJUSTABLE BENCH COMPLY WITH AS4299

SECURITY GATE

CRIMSAFE

FIRERATED

SCREEN

LIFT

SPRINKLER/

PUMP

ALARM VALVE

3m x 3.5m

HYDRANT

PUMP

ROOM

2.5m x 4.3m

FIRE EXIT

BOU NDA

BOUNDARY

SOHO

101

COMMERCIAL

2 BED

G02

AWNING ABOVE

L E

V E

L A

B O

V E

L E

V E

L A

B O

V E

L E

V E

L A

B O

V E

L E

V E

L A

B O

V E

L E

V E

L A

B O

V E

OTHER LANDSCAPE ITEMS

Brick garden edging - refer detail

Retaining wall - refer detail

Stepping stones with pebbles in gaps

- refer detail

Turf area - refer detail

Safety fence over balcony to BCA

standards to manufacturer's details

HM AR

NA IL

IN K ER

RL 1

15 .5

(A HD

)

1 6 .7

6 5

1 1 3 °2 5 '4 0 "

57.73 (SURVEY) 224°13'20"

1 6 .7

5 5

2 9 3 °2 8 '3 0 "

57.715 (SURVEY) 44°13'20" 116

.7 4

11 6.

11 5.

11 4.

56 11

4. 42

11 5.

2911 5.

11 5.

11 4.

121.26 121.26

12 5.

115.56

12 5.

11 8.

1 2 1 .6

118.21

11 8.

118.18

11 6.

12 0.

11 8.

11 9.

12 7.

12 1.

31 12

1. 48

11 4.

12 0.

COCOCOCOCOCOCOCO CO CO CO CO CO CO CO COCO COCO CO

VCG UT

TO K

GU T

TR W

TOPEN TOPEN

US G

BYBM

CO CO CO

US G

CO CO

COCOCO

CO CO COCO CO CO CO

COCOHCOCO

TRW

RO OF US

BA L

RO OF

115.67 115.54

121.60

121.57

121.59

121.56

121.54

121.47

121.65 121.50

1 2 1 .6

121.50

121.45

121.58

121.59

128.30

127.72

TOK GUT

TEL

EBOX

VC GUT

TOK

ROOF USG

V EH

IC U LA

C R O

S S IN

V EH

IC U LA

C R O

S S IN

A W

N IN

1 2 1 .5

1 2 5 .6

7 A W

FLENT

V EC

BALCONY

121.63

S TE

P S

11 5.

70 117.11 126.46

11 5.

122.29

12 2.

28TOW

CONCRETE BLOCK WALL

121.53

FITZS IM

O N S

LA N E

PA C IFIC

IG H W

A Y

"NORTHSHORE MOWER REPAIRS" 2 STOREY BRICK

& FIBRO WORKSHOP

TA IN

IN G

W A LL

AWNING

SEPARATE WALLS SEPARATE WALLS

TWO STOREY BRICK BUILDING

(SEE ELEVATION DIAGRAM FOR WINDOW INFORMATION)

C O

N C R ETE

BASEMENT 2

LANDSCAPE PLAN NOTES

This plan should be read in conjunction with the

architectural and hydraulics plans. Work specific to

these plans should be prepared in accordance to these

plans, including specification and details prior to the

installation of landscaping, and should not be altered or

compromised during landscape construction. Retaining

wall details to engineers design.

Elements such as drainage swales may be incorporated

in garden bed areas (using non-floatable mulch) without

compromising the capacity or form.

This plan has been prepared for DA approval only,

not for construction.

"Plant Selector" web site one-drip rated native plants

(acceptable for Basix planting).

The Design & location of new letter boxes shall be in

accordance with Australia Post's "Requirements for

Delivery of Mail to Residential Premises" published Feb

'97. All noxious weeds listed in Councils weed lists &

located on the site shall be continually removed &

suppressed. Reinstate all boundary fencing in poor

condition with Council approved 1.8m fencing to rear of

building line, rake to 1m forward of BL. Pollution,

sediment & erosion control devices as specified shall be

in place, and maintained for the duration of the

construction period. Proposed excavation near existing

established trees to be supervised by arborist.

D.A approved landscape plan's are required to be

constructed as approved to obtain occupancy certificate.

Permeable areas may be indicated to achieve site

coverage restrictions & should be constructed as

drawn on this plan.

BASIX CALCULATIONS

Communal Open Space:

Garden: 198.58 m2

- Deepsoil: 52.39m2

- Landscape in raised planters: 182.10m2

LV 1 (153.76m2)

LV 5 (28.34m2)

Lawn: 33.2 m2

Basix planting

(Low water use commitment) : 0m2

Note: No garden, lawn or basix compliant (endemic /

low water use) planting has been proposed for private

courtyards.

TREES

SHRUBS AND SCREENING

ACCENT PLANTS

GRASSES + GROUNDCOVERS

Botanical Name: Lomandra longifolia 'Tanika'

Common Name: Lomandra Tanika (Native)

Pot size: 200mm

Mature H x S: .7m x .8m

Qty Required: 28

Botanical Name: Doryanthes excelsa

Common Name: Gymea Lily (Native)

Pot size: 300mm

Mature H x S: 1m x 1m

Qty Required: 21

Botanical Name: Fraxinus 'Raywoodii'

Common Name: Claret Ash (Exotic)

Pot size: 100Lt

Mature H x S: 10m x 4-5m

Qty Required: 2

Botanical Name: Elaeocarpus reticulatus

Common Name: Blueberry Ash (Native)

Pot size: 75L

Mature H x S: 8-10m x 6-7m

Qty Required: 5

Botanical Name: Agave Attenuata

Common Name: Foxtail Agave (Exotic)

Pot size: 300mm

Mature H x S: 1m x 1m

Qty Required: 15

Botanical Name: Grevillea 'Royal Mantle'

Common Name: Royal Mantle Grevillea (Native)

Pot size: 150mm

Mature H x S: .3m x spreading

Qty Required: 36

Botanical Name: Dianella tasmanica 'Tasred'

Common Name: Tasred Dainella (Native)

Pot size: 200mm

Mature H x S: .6m x .65m

Qty Required: 66

Botanical Name: Jacaranda mimosifolia

Common Name: Jacaranda (Exotic)

Pot size: 100Lt

Mature H x S: 13m x 6m

Qty Required: 2

Botanical Name: Syzygium luehmannii

Common Name: Riberry (Native)

Pot size: 300mm

Mature H x S: 6m x 2m

Qty Required: 6

Botanical Name: Waterhousia 'Sweeper'

Common Name: Weeping Myrtle (Native)

Pot size: 75L

Mature H x S: 6-13m x 3-4m

Qty Required: 4

Botanical Name: Callistemon 'Macarthur'

Common Name: Macarthur Bottlebrush (Native)

Pot size: 200mm

Mature H x S: 1.8m x 1.5m

Qty Required: 7

Botanical Name: Metrosideros Tahiti

Common Name: Pacific Rata(Exotic)

Pot size: 300mm

Mature H x S: 1.0m x 1.0m

Qty Required: 13

Botanical Name: Yucca Elephantipes

Common Name: Yucca

Pot size: 25L

Mature H x S: 2m x .7m

Qty Required: 6

Botanical Name: Strelitzia juncea

Common Name: Rush-leaved Strelitzia (Exotic)

Pot size: 300mm

Mature H x S: 1.5-2m x 1-1.5m

Qty Required: 9

Botanical Name: Syzygium 'Cascade

Common Name: Cascade Lilly Pilly (Native)

Pot size: 300mm

Mature H x S: 2m x 1.5m

Qty Required: 22

Botanical Name: Alcantarea Imperialis Purpurea

Common Name: Purple Bromeliad (exotic)

Pot size: 300mm

Mature H x S: 1.5m x 1.5m

Qty Required: 17

SCALE: DATE:

CHECKED: DRAWN:

MAY 2016

TITLE:

NOTATION/AMENDMENT DATEREV

PROJECT:

CLIENT

Ghazi Al Ali Architect

LANDSCAPE ARCHITECT:

COUNCIL

Landscape plan for DA submission19.05.16A

1: 100 @ A1

ISSUE:

PROPOSED APARTMENT

DEVELOPMENT

900 PACIFIC HIGHWAY,

GORDON NSW

GENERAL NOTE:

DEVELOPMENT APPLICATION

LANDSCAPE PLAN

STATUS:

Bar Scale

0 21 3 5m 10m

ARCHITECT:

TREE IMPACTS

No trees located on or adjacent to the site

16 x 188 = 3,000

1 2 3 4 5 6 7

91 0

1 1

1 2

1 3

1 4

1 5

137.22

GROUND LEVEL LANDSCAPE PLAN

LAWN

LANDSCAPE CALCULATIONS

(Affordable Rental housing Scheme)

SITE AREA: 905m²

PROPOSED LANDSCAPE AREA: 271.5m² (30%)

(COMPLIANT)

LANDSCAPE AREA INCLUDE IN CALCULATION (inc

planter bed on structure): approx.33%

Botanical Name: Chamaedorea seifrizii

Common Name: Bamboo Palm(exotic)

Pot size: 300mm

Mature H x S: 2m x 1.5m

Qty Required: 36

Botanical Name: Philodendron 'Xanadu'

Common Name: Dwarf Philodendron (Exotic)

Pot size: 140mm

Mature H x S: .7m x .7m

Qty Required: 19

Botanical Name: Liriope muscari 'Just Right'

Common Name: Liriope Just Right (Native)

Pot size: 140mm

Mature H x S: .5m x .5m

Qty Required: 20

Sansevieria trifasciata 'Moonlight'

Mother-in-law's tongue (Exotic)

Pot size: 300mm

Mature H x S: .6m x .4m

Qty Required: 11

REFER TO BASEMENT 2

B B

ROOFTOP

Courtyard paving to Architect's details

Botanical Name: Hibbertia scandens

Common Name: Snake vine (Native)

Pot size: 150mm

Mature H x S: .2m x .4m

Qty Required: 33

ADJOINING PLANTER BOX NEXT DOOR

Feature tree in raised planter

-1 Jacaranda

- 3 Elaeocarpus

- 1 Waterhousia

- 7 Alcantarea

- 31 Dianella

- 3 Syzygium 'Cascade'

- 6 Syzygium 'Luehmannii'

- 11 Doryanthes

- 12 Philodendron 'Xanadu'

- 10 Hibbertia

Shade tolerant

planting in raised

planter to include:

- 5 Rhapis

- 4 Sansevieria

Botanical Name: Rhapis excelsa

Common Name: Lady Palm (Exotic)

Pot size: 250mm

Mature H x S: 2-3m x 2m

Qty Required: 10

In-si-tu concrete wall

and built-in bench

Planting in raised

planter to include:

- 30 Chamaedorea

Planting to Pacific Hwy

frontage to include:

- 3 Waterhousia

- 9 Strelitzia

- 36 Grevillea 'Royal

Mantle'

- 2 Agave

- 7 Callistemon

'Macarthur'

- 35 Dianella

Planting in raised

planter to include:

- 6 Chamaedorea

C'Yard fence where

necessary to

Architect's details

Planting in raised

planter to include:

- 1 Jacaranda

- 2 Fraxinus

- 9 Alcantarea

- 9 Agave

- 5 Rhapis

- 7 Philodendron

'Xanadu'

- 20 Liriope

- 16 Lomandra

- 7 Doryanthes

- 21 Hibbertia

- 18 Syzygium

'Cascade'

Courtyard fence/gate to architect's details

Built-in bench seat

Steps to elevated

communal space

(Lawn)

PAVING TO

ARCHITECT'S

DETAILS

PAVING TO

ARCHITECT'S

DETAILS

- 2 Doryanthes

- 2 Elaeocarpus

-12 Lomandra

Balcony planting to include:

-4 Agave

- 6 Yucca

- 1 Plumeria

- 5 Westringia

- 13 Metrosideros 'Tahiti'

- 12 Hibbertia

Safety fence over balcony

to BCA standards to

manufacturer's details

Lightweight pergola to

further detail

Composite decking on

pedestal system

6 trees that reach a height of 13m have

been included to comply with Ku-Ring-Gai

council's "The Good Design Manual"

Section 4.3.

These trees have been selected from the

Council's "Native Vegetation Association"

map tree list.

These trees include:

2 x Jacaranda mimosifolia

4 x Waterhousia flourbunda

A-A SECTION

16 x 188 = 3,000

1 2 3 4 5 6 7

91 0

1 1

1 2

1 3

1 4

1 5

AWNING

LOBBY

LIFT

115.52

ROLLER SHUTTER

SETBACK

ZONE

SETBACK

ZONE

F.G.

P.D.

F.G.

P.D.

F.G.

P.D.

F.G.

Site drainage and civil

design, refer to plans

prepared by Neillydavies

consulting engineers

Existing constrains to

footpath to be retained

Existing constrains to

footpath to be retained

Retain existing footpath

Handrail to BCA

standards

Handrail to BCA standards

100mm mowing edge

Relocatable furniture

provided by body

corporate

PLANT SCHEDULE

NOTES:

1. ALL FINAL PLANT QUANTITIES INDICATED ON PLANS SHALL BE

CHECKED AND VERIFIED BY SUCCESSFUL LANDSCAPE

CONTRACTOR WITH LANDSCAPE ARCHITECT.

2. ANY PLANT SUBSTITUTES REQUIRED DUE TO UNAVAILABILITY

SHALL BE RECOMMENDED BY THE LANDSCAPE CONTRACTOR TO

BEST MATCH SUBSTITUTED PLANTS AND APPROVED PRIOR TO

PURCHASING BY THE LANDSCAPE ARCHITECT.

3. WORKS CERTIFIED FOR FINAL OCCUPANCY CERTIFICATE ARE

TO MATCH APPROVED LANDSCAPE PLANS.

DR CA

UT O

(C )

CONCRETE SLAB TO STRUCTURAL

ENG. DETAILS

Refer Turf Detail

RL 121.52

Waterproofing and drainage of

lawn area over slab to

Engineer's Details. Provide

nom. 100mm mowing edge

around lawn area.

RL 121.97

Feature tree and

planting refer to

Plant Schedule

Refer to plant schedule

Insitu concrete seating wall on slab

Refer to details

Page 1 of 11

AutoCAD SHX Text

DP 717747

AutoCAD SHX Text

LANDSCAPE WORK SPECIFICATION

PRELIMINARIES

1.01 GENERAL

The following general conditions should be considered prior to the commencement of landscape works:

· The landscape plans should be read in conjunction with the architectural plans, hydraulic plans, service plans

and survey prepared for the proposed development.

· All services including existing drainage should be accurately located prior to the commencement of landscape

installation. Any proposed tree planting which falls close to services will be relocated on site under the

instruction of the landscape architect.

· Installation of conduit for required irrigation, electrical and other services shall be completed prior to the

commencement of hardscape works and hardstand pours.

· All outdoor lighting specified by architect or client to be installed by qualified electrician

· Anomalies that occur in these plans should be brought to our immediate attention.

· Where an Australian Standard applies for any landscape material testing or installation technique, that

standard shall be followed.

1.02 PROTECTION OF ADJACENT FINISHES

The Contractor shall take all precautions to prevent damage to all or any adjacent finishes by providing adequate

protection to these areas / surfaces prior to the commencement of the Works

1.03 PROTECTION OF EXISTING TREES

Existing trees identified to be retained shall be done so in accordance with NATSPEC Guide 2 "A Guide to Assessing

Tree Quality". Where general works are occurring around such trees, or pruning is required, a qualified Arborist shall be

engaged to oversee such works and manage tree health.

Existing trees designated on the drawing for retention shall be protected at all times during the construction period. Any

soil within the drip-line of existing trees shall be excavated and removed by hand only. No stockpiling shall occur within

the root zone of existing trees to be retained.

Any roots larger in diameter than 50mm shall only be severed under instruction by a qualified arborist. Roots smaller than

50mm diameter shall be cut cleanly with a saw.

Temporary fencing shall be installed around the base of all trees to be retained prior to the commencement of landscape

works. Where possible this fencing will be located around the drip line of these trees, or a minimum of 3m from the trunk.

The fencing shall be maintained for the full construction period.

1.04 EROSION & POLLUTION CONTROL

The Contractor shall take all proper precautions to prevent the erosion of soil from the subject site. The contractor shall

install erosion & sediment control barriers and as required by council, and maintain these barriers throughout the

construction period. Note that the sediment control measures adopted should reflect the soil type and erosion

characteristics of the site.

Erosion & pollution control measures shall incorporate the following:

- Construction of a sediment trap at the vehicle access point to the subject site.

- Sediment fencing using a geotextile filter fabric in the location indicated on the erosion control plan or as instructed on

site by the landscape architect.

- Earth banks to prevent scour of stockpiles

- Sandbag kerb sediment traps

- Straw bale & geotextile sediment filter.

- Exposed banks shall be pegged with an approved Jute matting in preparation for mass planting

SOIL WORKS

2.01 MATERIALS

Specified Soil Conditioner (Generally to improve site soil)

by ANL. Note that for sites where soil testing indicates toxins or extremes in pH, or soils that are extremely poor, allow to

excavate and supply 300mm of imported soil mix.

New gardens & proposed Planting

use, & AS 4454 Composts, Soil conditioners & mulches.

Specified Soil Mix - Turf

The specified soil mix for all turf areas shall be a min 75mm layer of imported soil mix consisting of 80% washed river

sand (reasonably coarse), and 20% composted organic matter equivalent to mushroom compost or soil conditioner, or

other approved lawn top dress.

Site Topsoil

Site topsoil is to be clean and free of unwanted matter such as gravel, clay lumps, grass, weeds, tree roots, sticks,

rubbish and plastics, and any deleterious materials and materials toxic to plants. The topsoil must have a pH of between

5.5 and 7. Use 100% imported soil mix when site when site topsoil runs out.

2.02 INSTALLATION

a) Testing

All testing is to be conducted in accordance with AS 1289 Methods for testing soils for engineering purposes. Site soil

shall be given a pH test prior to modifying to ensure conditions are appropriate for planting as stated above. Tests shall

be taken in several areas where planting is proposed, and the pH shall be adjusted accordingly with sulphur or lime to

suit.

Note that a soil test conducted by the "Sydney Soil Lab" or approved equal shall be prepared for all commercial,

industrial and multi-unit residential sites. The successful landscape contractor shall implement the recommendations of

this test.

b) Set Out of Individual Trees & Mass Planting Areas

All individual tree planting positions and areas designated for mass planting shall be set out with stakes or another form

of marking, ready for inspection and approval. Locate all services.

c) Establishing Subgrade Levels

Subgrade levels are defined as the finished base levels prior to the placement of the specified material (i.e. soil

conditioner). The following subgrade levels shall apply:

· Mass Planting Beds - 300mm below existing levels with specified imported soil mix.

· Turf areas - 100mm below finished surface level.

Note that all subgrades shall consist of a relatively free draining natural material, consisting of site topsoil placed

previously by the Civil Contractor. No builders waste material shall be acceptable.

d) Subgrade Cultivation

Cultivate all subgrades to a minimum depth of 100mm in all planting beds and all turf areas, ensuring a thorough breakup

of the subgrade into a reasonably coarse tilth. Grade subgrades to provide falls to surface and subsurface drains, prior to

the placement of the final specified soil mix.

e) Drainage Works

Install surface and subsurface drainage where required and as detailed on the drawing. Drain subsurface drains to

outlets provided, with a minimum fall of 1:100 to outlets and / or service pits.

f) Placement and Preparation of Specified Soil Conditioner & Mixes.

· Trees in turf & beds - Holes shall be twice as wide as root ball and minimum 100mm deeper - backfill hole with

· Mass Planting Beds - Install specified soil conditioner to a compacted depth of 100mm

Place the specified soil conditioner to the required compacted depth and use a rotary hoe to thoroughly mix the

conditioner into the top 300mm of garden bed soil. Ensure thorough mixing and the preparation of a reasonably fine tilth

and good growing medium in preparation for planting.

· Turf Areas - Install specified soil mix to a minimum compacted depth of 75mm.

Place the specified soil mix to the required compacted depth and grade to required finished soil levels, in preparation for

planting and turfing.

PLANTING

3.01 MATERIALS

a) Quality and Size of Plant Material

All trees supplied above a 25L container size must be grown and planted in accordance with Clarke, R 1996 Purchasing

Landscape Trees: A guide to assessing tree quality. Natspec Guide No. 2. Certification that trees have been grown to

Natspec guidelines is to be provided upon request of Council's Tree Management Officer.

Above - Ground Assessment:

The following plant quality assessment criteria should be followed:

Plant true to type, Good vigour and health, free from pest & disease, free from injury, self-supporting, good stem taper,

has been pruned correctly, is apically dominant, has even crown symmetry, free from included bark & stem junctions,

even trunk position in pot, good stem structure

Below - Ground Assessment:

Good root division & direction, rootball occupancy, rootball depth, height of crown, non-suckering For further explanation

and description of these assessment criteria, refer to Ross Clark's book.

All Plant material shall be to the type and size specified. No substitutions of plant material shall be permitted without

written prior approval by the Landscape Architect. No plant shall be accepted which does not conform to the standards

listed above.

b) Stakes and Ties

Provide min. 3 No. Stakes and ties to all plants identified as trees in the plant schedule. Stakes shall be sound, unpainted,

straight hardwood, free of knots and pointed at one end. They shall be 2200mm x 50mm x 50mm Hardwood, or

approved alternative. Ties shall be 50mm wide hessian webbing material.

c) Fertilisers

Fertilisers shall be approved slow release fertilisers suitable for the proposed planting types. Note that for native plants,

specifically Proteaceae family plants including Grevillea species, low phosphorus fertilizers shall be used.

d) Mulch

weeds, rubbish or other debris.

e) Turf

in a healthy growing condition.

3.02 INSTALLATION

a) Setting Out

All planting set out shall be in strict accordance with the drawings, or as directed. Note that proposed tree planting

located near services should be adjusted at this stage. Notify Landscape Architect for inspection for approval prior to

planting.

b) Planting

All plant material shall be planted as soon after delivery as possible. Planting holes for trees shall be excavated as

detailed and specified. Plant containers shall be removed and discarded, and the outer roots gently teased from the soil

mass. Immediately set plant in hole and backfill with specified soil mix, incorporating the approved quantity of fertiliser for

each plant type. Ensure that plants are set plumb vertically and root balls set to the consolidated finished grades detailed

on the drawings. Compact the backfilled soil and saturate by hand watering to expel any remaining air pockets

immediately after planting.

c) Staking and Tying

Staking and tying shall be in strict accordance with the drawings and shall occur immediately following plant placement

d) Mulching

Mulch should be spread so that a compacted thickness of 75mm is achieved after settlement in all planting beds and

around each individual plant. Apply immediately following planting and watering in, ensuring that a 50mm radius is

maintained around the trunk of each plant . There shall be no mixing of soil and mulch material.

e) Turfing

Moisten soil prior to the turf being laid. Turf shall be neatly butt jointed and true to grade to finish flush with adjacent

surfaces. Incorporate a lawn fertilizer and thoroughly water in. Keep turf moist until roots have taken and sods/rolls

cannot be lifted. Keep all traffic off turf until this has occurred. Allow for top dressing of all turf areas. All turf shall be

rolled immediately following installation.

f) Brick Edging

The Contractor shall install Brick edging as detailed on the drawings, to all mass planting beds adjoining turf or gravel

mulched areas, and where required. The resultant edge shall be true to line and flush with adjacent surfaces.

HARDSCAPE WORKS

4.01 GENERAL

The Contractor shall undertake the installation of all hardscape works as detailed on the drawing, or where not detailed,

by manufacturers specification.

· Paving - refer to typical details provided, and applicable Australian Standards. Permeable paving may be used

as a suitable means of satisfying Council permeable surface requirements, while providing a useable,

hardwearing, practical surface. In most instances, the client shall nominate the appropriate paving material to

be used.

Australian Standards shall be adhered to in relation to all concrete, masonry & metal work. Some details are typical and

may vary on site. All hardscape works shall be setout as per the drawings, and inspected and approved by the

Landscape Architect prior to installation. All workmanship shall be of the highest standard. Any queries or problems that

arise from hardscape variations should be bought to the attention of the Landscape Architect.

Your attention is directed to any obligations or responsibilities under the Dividing Fences Act, 1991 in respect of adjoining

property owner/s which may arise from this application. Any enquiries in this regard may be made to the Crown Lands

Division on (02) 8836 5332.

IRRIGATION WORKS

5.01 GENERAL (PERFORMANCE SPECIFICATION)

New irrigation systems to planting areas shall be a Commercial Grade Irrigation System conforming to all relevant

Australian standards, including AS 3500 & the Electrical Safety Act 2002, Workplace Health & Safety Act 1995, & the

latest Sydney Water Code

An automated drip-irrigation system is to be installed to all gardens, planters and lawn areas in accordance with the

approved Irrigation Design.

This system shall be designed and installed by a qualified and licensed irrigation specialist, to the highest industry

standards and to maximise the efficient usage of water.

The Installer is required to obtain all approvals necessary for the completion of works in accordance with the Laws of

Australia, Laws of the State of NSW, Ku-ring-gai Council By-Laws and Ordinances.

Drawings:

- The Landscape Contractor nominated Licensed Irrigation Specialist shall provide irrigation drawings for approval upon

engagement.

Design Requirements:

- The irrigation system shall be installed prior to all planting works. It shall incorporate a commercially available irrigation

system, with sub-surface dripper lines to irrigate all gardens, planters and lawn areas.

- It shall incorporate a suitable back flow prevention device for the scale of works, an in-line filter, check valves, and

suitable high and low density poly hose fittings and PVC piping to achieve flow rates suitable for specified planting.

- The irrigation application rate shall not exceed the infiltration rate of the soil or creates run-off.

- The landscape contractor shall check the existing pressure available from the ring mains and size irrigation piping to

suit. Supply shall be from local hose cock where available.

- All piping and fittings shall be buried 50mm below the finished soil levels in garden and lawn areas, and secured in

position at 500mm centres with galv wire pins.

- Size of pipes shall be selected to ensure the working pressure at the end of the line does not decrease by more than

5%.

Services Co-ordination:

- Co-ordination required by Landscape Contractor or Project Manager to provide required conduit, pipe work and

penetration through slabs and planter walls for water and power provisions.

- The Landscape Contractor shall be engaged with the Irrigation Specialist to co-ordinate with the Project Manager to

identify the preferred service and conduit locations.

- Project Manager and Landscape Contractor to establish area suitable for irrigation control system with required area,

power provision and water supply.

Testing & Defects:

Upon completion of installation, the system shall be tested, including:

- Main Line Pressure Test: The main line is pressurised to test for leaks. All valves are shut and the pressure is taken

over a determined length of time.

- Dripper Pressure Test: Measurement at flushing valves are taken and the pressure gauged to make sure it conforms to

the manufacturer recommendations. The inlet pressure is then tested under the same conditions to check it does not

exceed 300Kpa.

- All components are to be satisfactorily functional and operational prior to approval. Should any defect develop, or the

capacity or efficiency of the system decline during the agreed maintenance system, then these faults shall be

immediately rectified.

Warranty :

- A full 12 month warranty shall be included to cover labour and all parts.

Further Documentation:

- On request, a detailed irrigation performance specification report can be issued.

CONSOLIDATION AND MAINTENANCE

6.01 GENERAL

The consolidation and maintenance period shall be 12 months beginning from the approved completion of the specified

construction work (Practical Completion). A qualified landscape maintenance contractor shall undertake the required

landscape maintenance works. Consolidation and maintenance shall mean the care and maintenance of Contracted

works by accepted landscaping or horticultural practices, ensuring that all plants are in optimum growing conditions and

appearance at all times, as well as rectifying any defects that become apparent in the contracted works.

This shall include, but not be limited to, the following items where and as required:

· Watering all planting and lawn areas / irrigation maintenance.

· Clearing litter and other debris from landscaped areas.

· Removing weeds, pruning and general plant maintenance.

· Replacement of damaged, stolen or unhealthy plants.

· Make good areas of soil subsidence or erosion.

· Topping up of mulched areas.

· Spray / treatment for Insect and disease control.

· Fertilizing with approved fertilizers at correct rates.

· Mowing lawns & trimming edges each 14 days in summer or 18 days in winter

· Adjusting ties to Stakes

· Maintenance of all paving, retaining and hardscape elements.

On the completion of the maintenance period, the landscape works shall be inspected and at the satisfaction of the

superintendent or landscape architect, the responsibility will be signed over to the client.

PLANTS AS PER

SCHEDULE

STAGGERED PLANTING

TO SPECIFIED

DENSITIES AS SHOWN

MASS PLANTING SETOUT

N.T.S

HARDWOOD DECK + PAVING ON SLAB DETAIL

SCALE: NTS

Screwjack pedestal

COMPOSITE DECKING ON

APPROVED PEDESTAL

SYSTEM

CONCRETE UNIT PAVER TO

ARCHITECT'S DETAIL

ALLOW MIN 1% FALL

TO DRAINAGE PITS

TO COMPLY WITH EXTERNAL

PAVMENT SLIP RESISITANCE

AS 1428/1.

FINISHES FLUSH

AT JOIN

SCALE: DATE:

CHECKED: DRAWN:

MAY 2016

TITLE:

NOTATION/AMENDMENT DATEREV

PROJECT:LANDSCAPE ARCHITECT:

COUNCIL

Preliminary Landscape plan for review10.05.16A

AS SHOWN @ A1

ISSUE:

PROPOSED APARTMENT

DEVELOPMENT

900 PACIFIC HIGHWAY,

GORDON NSW

GENERAL NOTE:

DEVELOPMENT APPLICATION

DETAILS

STATUS:ARCHITECT:

DETAIL: INSITU CONCRETE SEATING WALL ON SLAB

SCALE: 1:10

45 0

500

VA R

IO U

S H

200 REFER SEPARATE DETAIL FOR

SOIL SPECIFICATION AND

WATERPROOFING

200MM WIDE INSITU CONCRETE

PLANTER WALL IN VARIOUS

HEIGHT TO ENG'S DETAILS

600MM WIDE AND 450MM HIGH

INSITU CONCRETE SEATING WALL

TO ENG'S DETAILS

REFER SEPARATE

DETAIL FOR

PAVING ON SLAB

DETAIL

LIGHTING TO

MANU. DETAILS

DRAINAGE PITS AND

LAYOUT TO NOMINATED

BY HYDRAULIC ENGINEER

TO WORK WITH PAVING

DESIGN AND LANDSCAPE.

STRUCTURAL WATER

PROOFING DETAILS TO BE

PROVIDED BY ENGINEER

BENEDICT "SMARTMIX " No.

4 LIGHTWEIGHT PLANTER

BOX MIX OR EQUAL

BENEDICT "SMARTMIX " No.

5 LIGHTWEIGHT PLANTER

BOX SUB-SOIL OR EQUAL

TYPICAL MASONARY PLANTER ON SLAB DETAIL

SCALE: 1:20

SLAB BY CIVIL CONTRACTOR

DETAILED BY OTHERS.

APPROVED &

CERTIFIED FRAMELESS

GLASS BALUSTRADE

MIN. HEIGHT ACHIEVE

BCA + AS FOR SAFETY

APPROVED GRAVEL

MULCH TO PLANTER

WATER PROOFING + SOIL

PREP. TO CONSTRUCTION

DETAILS

SPECIFIED LIGHTING

HARDWOOD DECKING ON

APPROVED PEDESTAL SYSTEM

SAMPLE IMAGE: Glass balustrade

CONCRETE SLAB TO STRUCTURAL ENG. DETAILS

4 5

0 m

GROWING MEDIUM TO

CONSTRUCTION DETAILS

40mm

MIN.200mm

SLAB BY CIVIL CONTRACTOR

DETAILED BY OTHERS

"SIR WALTER" BUFFALO OR EQUIVALENT

TYPICAL TURF ON STRUCTURE DETAIL

SCALE: 1:10

MIN 300mm

300mm

100mm

75mm

SOIL MIX:

75mm DEPTH "FOREST BLEND"

MULCH OR EQUIVALENT

50% OF STOCKPILED SITE TOPSOIL

FREE FROM ALL BUILDER'S

RUBBISH AND DELETERIOUS

MATERIALS. TOPSOIL TO BE MIXED

WITH MINIMUM 50% IMPORTED

GARDEN MIX OR SOIL

CONDITIONER/ COMPOSTED

ORGANIC MATTER - SEE SPEC.

USE 100% IMPORTED SOIL MIX

WHEN SITE TOPSOIL RUNS OUT.

SPECIFIED

PLANTING &

POT SIZE

300mm DEPTH SOIL MIX BLEND

SUBSOIL CULTIVATED TO 100mm

TYPICAL GARDEN PREPARATION DETAIL

SCALE 1:10

TYPICAL SETBACK FROM

LAWN/GARDEN EDGE

SAMPLE IMAGE: S. STEEL GARDEN EDGING

STAINLESS STEEL EDGING PINNED

INTO SUBGRADE - EXPOSE 50mm

ABOVE TURF AND MAKE FLUSH WITH

GARDEN BEDS WHERE THESE TWO

SURFACE FINISHES MEET

Wall footings to engineers details. Drainage to engineers details.

INDICATIVE COURTYARD FENCE

SCALE: 1:20

M a

x . 6

0 0

m m

MAX 600MM HEIGHT

MASONRY

PLANTER/RETAINING WALL

WITH RENDERED AND

PAINTED FINISH TO MATCH

DEVELOPMENT COLOURS.

FENCE TO BE MAX 1.5M

HEIGHT WHERE NO

PLANTER/RETAINING WALLS

EXIST

ANGLED STEEL BLADE

POWDER WELDED TO METAL

FRAME POWDERED COATED

TO MATCH DEVELOPMENT

COLOURS.

9 0

0 m

M A

X 1

. 5

STEEL SPIGOTS CORE

DRILLED/ SECURED TO

MASONRY WALL TO

MANUFACTURE'S DEAILS

GATE

PLAN

SCALE: 1:10

PALISADE

FENCE

Page 2 of 11

GSPublisherVersion 0.7.100.74

ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:200

DRAWING NAME

LEVEL 01&02 FLOOR PLANS

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

A 3 © COPYRIGHTFOR DA

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

10.98 m2

10.00 m2

8.86 m2

10.00 m2

1 9

x 18

4 =

3, 50

14 15 16 17 18

19 x 184 = 3,500 12

131415161718

17 x 188 = 3,200

1 2 3 4 5 6 7

9 10 11

1550

15 50

10 00

15 50

15 501550

1000

1550

15 50

1550

15 50

17 x 188 = 3,200

1 2 3 4 5 6 7

910

AA AA

12,080

3, 71

4,00 0

1, 31

1,000

57,715 7,307 10,703 12,080 6,330 5,561 3,520 7,935 4,279

57,730 5,591 6,483 12,080 6,277 5,261 6,507 7,481 8,051

16,765

16,760

6,94 1

6,83 4

15 ,6

800

3,000

3, 00

3,571

3, 27

4, 00

1, 00

4,602

4, 00

3,000

3, 00

3,251

3, 27

5,056

4, 36

5,817

4, 89

3,607

3, 00

5, 00

3,290

3, 00

3,000

5,22 8

125.02 124.94

124.94

125.02

125.02125.02

125.02

6.65 m23.80 m23.80 m2 800-1000mm

ADJUSTABLE BENCH COMPLY WITH AS4299

800-1000mm ADJUSTABLE BENCH

COMPLY WITH AS4299

CRIMSAFE FIRERATED

SCREEN

CRIMSAFE FIRERATED SCREEN

LIFT

ADAPTABLE UNIT

VISITABLE UNIT

ADAPTABLE UNIT VISITABLE UNIT

LIFT 2 BED 103

75.54 m2

STUDIO 104

43.21 m2

2 BED 101

75.36 m2

1 BED 102

50.00 m2

2 BED 105

76.36 m2

15m OFFSET LINE ALINE WITH AJACENT NEIGHBOURING

GLASS BLOCK

LOBBY AIR SUPPLY

FITZSIM O

N S LA

N E B

ELO W

PA C

IFIC H

W Y B

ELO W

B B

15m OFFSET FROM OPPOSITE TITLE BOUNDARY

15m OFFSET FROM OPPOSITE TITLE BOUNDARY BOUNDARY

B O

U N

D A

R Y

B O

U N

D A

R Y

BOUNDARY

10.98 m2

10.00 m2

8.86 m2

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

16 x 188 = 3,000

1 2 3 4 5 6 7

9101112131415

15 50

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7 8

AA AA

2, 00

0 1,

71 0

1, 31

4,00 0

12,080

57,730

15 ,6

6,78 8

5,82 4

3,000

3, 00

3,571

3, 27

4, 00

4,602

4, 00

3,000

3, 00

3,251

3, 27

4,372

3, 00

4, 39

5,707

5,063

1, 00

4, 20

4,831

3,000

3, 00

0 4, 36

5,817

3, 00

3,000

7,307 10,703 12,080 6,310 5,586 3,515 7,935 4,279

5,591 4,600 1,883 12,080 6,277 5,268 5,765 8,215 8,051

128.22 128.14

128.14

128.22

128.14

128.22

7.32 m2

3.80 m2

CRIMSAFE FIRERATED

SCREEN

CRIMSAFE FIRERATED SCREEN

LIFT

VISITABLE UNIT

LIFT

VISITABLE UNIT

2 BED 203

75.54 m2

2 BED 201

75.36 m2

DOUBLE 2B 204

43.21 m2

2 BED 205

75.48 m2

1 BED 202

50.00 m2

15m OFFSET LINE ALINE WITH AJACENT NEIGHBOURING

GLASS BLOCK

LOBBY AIR SUPPLY

FITZSIM O

N S LA

N E B

ELO W

PA C

IFIC H

W Y B

ELO W

B B

57,715

15m OFFSET FROM OPPOSITE TITLE BOUNDARY

15m OFFSET FROM OPPOSITE TITLE BOUNDARY BOUNDARY

B O

U N

D A

R Y

B O

U N

D A

R Y

BOUNDARY

LEVEL 01@1:200

LEVEL 02@1:200

FO R

D A

B 22

/0 9/

20 16

ISSUE AMENDED

11 /1

0/ 20

16 FO

R D

A C

FOR S34

10/11/201610 /1

1/ 20

16 FO

R D

A D

Page 3 of 11

GSPublisherVersion 0.7.100.74

ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:200

DRAWING NAME

LEVEL 03&04FLOOR PLANS

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

A 3 © COPYRIGHTFOR DA

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

10.00 m2

8.86 m2

10.00 m2

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

15 50

16 x 188 = 3,000

1 2 3 4 5 6 7

9101112131415

15 50

16 x

1 88

= 3

,0 00

9 10 11 12

131415

AA AA

3, 71

1, 00

4,00 0

14,080

1, 31

5,82 4

6,53 2

15 ,6

57,730

3,000

3, 00

3,571

3, 27

4, 00

4,602

4, 00

3,000

3, 00

3,251

3, 27

5,063

4,372

3, 00

3,188

3, 00

3,188

3, 00

4, 20

4,831

3,000

3, 00

0 4, 36

5,817

3, 00

3,000

7,307 10,703 14,080 4,310 5,586 3,515 7,935 4,279

5,591 4,600 1,883 14,080 4,277 5,268 5,765 8,215 8,051

131.22

#toPZvalue

131.14

131.22

131.14

131.22

3.80 m2

7.32 m2

CRIMSAFE FIRERATED

SCREEN

CRIMSAFE FIRERATED SCREEN

LIFT

LIFT VISITABLE UNIT

VISITABLE UNIT

2 BED 303

75.54 m2

DOUBLE 2B 204

43.21 m2

2 BED 301

75.36 m2

2 BED 305

75.48 m2

1 BED 302

50.00 m2

15m OFFSET LINE ALINE WITH AJACENT NEIGHBOURING

GLASS BLOCK

LOBBY AIR SUPPLY

FITZSIM O

N S LA

N E B

ELO W

PA C

IFIC H

W Y B

ELO W

B B

57,715

15m OFFSET FROM OPPOSITE TITLE BOUNDARY

15m OFFSET FROM OPPOSITE TITLE BOUNDARY BOUNDARY

B O

U N

D A

R Y

B O

U N

D A

R Y

BOUNDARY

10.00 m2

10.98 m2

8.86 m2

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

15 50

16 x 188 = 3,000

1 2 3 4 5 6 7

9101112131415

15 50

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7 8

AA AA

3, 71

1, 00

1, 31

4,00 0

12,080

5,82 4

6,94 1

15 ,6

57,730

3,000

3, 00

3,571

3, 27

4, 00

4,602

4, 00

3,000

3, 00

3,251

3, 27

5,063

4, 39

5,707

4,372

3, 00

4, 20

4,831

3, 00

3,290

4, 36

5,817

3, 00

3,000

7,307 10,703 12,080 6,310 5,586 3,515 7,935 4,279

5,591 4,600 1,883 12,080 6,277 5,268 5,765 8,215 8,051

134.22

#toPZvalue

134.14

134.22

133.95

134.22

7.32 m2

3.80 m2

CRIMSAFE FIRERATED

SCREEN

CRIMSAFE FIRERATED SCREEN

LIFT

VISITABLE UNIT

LIFT

VISITABLE UNIT

DOUBLE 2B 404

43.21 m2

2 BED 401

75.36 m2

2 BED 403

75.54 m2

2 BED 405

75.48 m2

1 BED 402

50.00 m2

15m OFFSET LINE ALINE WITH AJACENT NEIGHBOURING

GLASS BLOCK

LOBBY AIR SUPPLY

FITZSIM O

N S LA

N E B

ELO W

PA C

IFIC H

W Y B

ELO W

B B

57,715

15m OFFSET FROM OPPOSITE TITLE BOUNDARY

15m OFFSET FROM OPPOSITE TITLE BOUNDARY BOUNDARY

B O

U N

D A

R Y

B O

U N

D A

R Y

BOUNDARY

LEVEL 03@1:200

LEVEL 04@1:200

FO R

D A

B 22

/0 9/

20 16

ISSUE AMENDED

11 /1

0/ 20

16 FO

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A C

FOR S34

10/11/201610 /1

1/ 20

16 FO

R D

A D

Page 4 of 11

GSPublisherVersion 0.7.100.74

ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:200

DRAWING NAME

LEVEL 05&06FLOOR PLANS

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

A 3 © COPYRIGHTFOR DA

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

10.00 m2

8.86 m2

16 x 188 = 3,000

1 2 3 4 5 6 7

9101112131415

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

15 50

16 x

1 88

= 3

,0 00

9 10 11 12

131415

AA AA

1, 00

1, 31

4,00 0

14,080

7,07 9

6,94 1

15 ,6

57,730

3,000

3, 00

3,571

3, 27

4, 00

4,602

4, 00

3,000

3, 00

3,251

3, 27

5,063

3,188

3, 00

3,188

3, 00

0 4 ,3

5,817

3, 00

3,000

7,307 10,703 14,080 4,310 5,586 3,515 7,935 4,279

5,591 4,600 1,883 14,080 4,277 5,268 5,765 8,215 8,051

#toPZvalue

137.22

137.14

137.22

CRIMSAFE FIRERATED SCREEN

CCTV

LIFT

B B

VISITABLE UNIT LIFT

ROOF GARDEN VISITABLE UNIT

2 BED 503

75.54 m2

DOUBLE 2B 404

43.21 m2

2 BED 501

75.36 m2

1 BED 502

50.00 m2

15m OFFSET LINE ALINE WITH AJACENT NEIGHBOURING

GLASS BLOCK

LOBBY AIR SUPPLY

FITZSIM O

N S LA

N E B

ELO W

PA C

IFIC H

W Y B

ELO W

B B

57,715

CRIMSAFE FIRERATED

SCREEN

15m OFFSET FROM OPPOSITE TITLE BOUNDARY

15m OFFSET FROM OPPOSITE TITLE BOUNDARY BOUNDARY

B O

U N

D A

R Y

B O

U N

D A

R Y

BOUNDARY

10.00 m2

8.86 m2

10.00 m2

10.98 m2 16 x

1 88

= 3

,0 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

15 50

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7 8

AA AA

1, 00

1, 31

4,00 0

6,94 1

15 ,6

57,730

3,000

3, 00

3,571

3, 27

4, 00

4,602

4, 00

3,000

3, 00

3,251

3, 27

5,063

4, 39

5,707

4, 36

5,817

3, 00

3,000

7,307 10,703 12,080 6,310 5,586 3,515 7,935 4,279

5,591 4,600 1,883 12,080 6,277 5,268 5,765 8,215 8,051

140.22

141.02

140.14

140.22

140.22 140.22

STRUCTURE BELOW

LIFT OVERRUN

CRIMSAFE FIRERATED SCREEN

LIFT

VISITABLE UNIT

VISITABLE UNIT VISITABLE UNIT

2 BED 603

75.81 m2

2 BED 601

75.36 m2

DOUBLE 2B 604

43.21 m2

1 BED 602

50.00 m2

15m OFFSET LINE ALINE WITH AJACENT NEIGHBOURING

CRIMSAFE FIRERATED

SCREEN

GLASS BLOCK

LOBBY AIR SUPPLY

FITZSIM O

N S LA

N E B

ELO W

PA C

IFIC H

W Y B

ELO W

B B

57,715

15m OFFSET FROM OPPOSITE TITLE BOUNDARY

15m OFFSET FROM OPPOSITE TITLE BOUNDARY BOUNDARY

B O

U N

D A

R Y

B O

U N

D A

R Y

BOUNDARY

LEVEL 05@1:200

LEVEL 06@1:200

FO R

D A

B 22

/0 9/

20 16

ISSUE AMENDED

11 /1

0/ 20

16 FO

R D

A C

FOR S34

10/11/201610 /1

1/ 20

16 FO

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A D

Page 5 of 11

GSPublisherVersion 0.7.100.74

ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:200

DRAWING NAME

LEVEL 07&ROOF PLAN

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

A 3 © COPYRIGHTFOR DA

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

10.00 m2

8.86 m2

10.00 m2

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

15 50

16 x

1 88

= 3

,0 00

9 10 11 12

131415

AA AA

1, 00

1, 31

4,00 0

6,94 1

15 ,6

32,090 4,310 5,581 3,520 7,935 4,279

26,154 4,277 5,261 6,507 7,456 8,076

57,730

3,000

3, 00

3,571

3, 27

4, 00

4,602

4, 00

3,000

3, 00

3,251

3, 27

5,063

3,188

3, 00

3,188

3, 00

0 4 ,3

5,817

3, 00

3,000

143.22

143.14

143.22

CRIMSAFE FIRERATED SCREEN

STRUCTURE BELOW

LIFT

VISITABLE UNIT

2 BED 703

75.54 m2

DOUBLE 2B 604

43.21 m2

2 BED 701

75.36 m2

1 BED 702

50.00 m2

15m OFFSET LINE ALINE WITH AJACENT NEIGHBOURING

CRIMSAFE FIRERATED

SCREEN GLASS BLOCK

GLASS BLOCK

LOBBY AIR SUPPLY

FITZSIM O

N S LA

N E B

ELO W

PA C

IFIC H

W Y B

ELO W

B B

57,715

15m OFFSET FROM OPPOSITE TITLE BOUNDARY

15m OFFSET FROM OPPOSITE TITLE BOUNDARY BOUNDARY

B O

U N

D A

R Y

B O

U N

D A

R Y

BOUNDARY

AA AA

4,00 0

146.22

147.02

LIFT OVERRUN

STRUCTURE BELOW

15m OFFSET LINE ALINE WITH AJACENT NEIGHBOURING

FITZSIM O

N S LA

N E B

ELO W

PA C

IFIC H

W Y B

ELO W

B B

15m OFFSET FROM OPPOSITE TITLE BOUNDARY

15m OFFSET FROM OPPOSITE TITLE BOUNDARY BOUNDARY

B O

U N

D A

R Y

B O

U N

D A

R Y

BOUNDARY

ROOF @1:200

LEVEL 07@1:200

FO R

D A

B 22

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GSPublisherVersion 0.7.100.74

ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:200

DRAWING NAME

NORTH&SOUTH ELEVATIONS

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

15,673

3M13M 3,

50 0

3, 20

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 +147.02

+146.22

+144.36

+148.01

+121.52 +121.60

B O

U N

D A

R Y

B O

U N

D A

R Y

G GROUND RL 121.52

1 RL 125.02LEVEL 1

2 RL 128.22LEVEL 2

3 RL 131.22LEVEL 3

4 RL 134.22LEVEL 4

5 RL 137.22LEVEL 5

6 RL 140.22LEVEL 6

7 RL 143.22LEVEL 7

ROOF RL 146.22R

3, 50

0 2,

50 0

3, 50

0 3,

20 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

15,673

13M6M 3M +147.02

+138.22

+140.22

+148.53

+115.69 +115.13

+138.74

+141.02

B O

U N

D A

R Y

B O

U N

D A

R Y

GGROUND RL 121.52

2RL 128.22LEVEL 2

3RL 131.22LEVEL 3

4RL 134.22LEVEL 4

5RL 137.22LEVEL 5

6RL 140.22LEVEL 6

7RL 143.22LEVEL 7

ROOF RL 146.22 R

1RL 125.02LEVEL 1

B1BASEMENT 1 RL 119.02

B2BASEMENT 2 RL 115.52

NORTH ELEVATION @ 1:200 SOUTH ELEVATION @ 1:200

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GSPublisherVersion 0.7.100.74

ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:200

DRAWING NAME

WEST ELEVATION

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

3, 00

0 3,

00 0

3, 50

0 3,

20 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

+146.22

+147.02

+137.22

+138.22

+141.02

+115.64

+122.52

B O

U N

D A

R Y

FI TZ

S IM

O N

S L

A N

P A

C IF

IC H

W Y

3, 50

0 3,

20 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

B O

U N

D A

R Y

B O

U N

D A

R Y

A T

B A

C K

B O

U N

D A

R Y

A T

B A

C K

GGROUND RL 121.52

2RL 128.22LEVEL 2

3RL 131.22LEVEL 3

4RL 134.22LEVEL 4

5RL 137.22LEVEL 5

6RL 140.22LEVEL 6

7RL 143.22LEVEL 7

ROOF RL 146.22 R

1RL 125.02LEVEL 1

B1BASEMENT 1 RL 119.02

B2BASEMENT 2 RL 115.52

RL 125.021 LEVEL 1

ROOF RL 146.22R

G GROUND RL 121.52

LEVEL 2 RL 128.222

LEVEL 3 RL 131.223

LEVEL 4 RL 134.224

LEVEL 5 RL 137.225

LEVEL 6 RL 140.226

LEVEL 7 RL 143.227

WEST ELEVATION @ 1:200

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Page 8 of 11

GSPublisherVersion 0.7.100.74

ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:200

DRAWING NAME

EAST ELEVATION

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

3, 50

0 2,

50 0

3, 50

0 3,

20 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

+114.31

+122.52

+140.22

+141.02

+138.22

+146.22

+147.02

3, 50

0 3,

20 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

B O

U N

D A

R Y

FI TZ

S IM

O N

S L

A N

P A

C IF

IC H

W Y

B O

U N

D A

R Y

G GROUND RL 121.52

2 RL 128.22LEVEL 2

3 RL 131.22LEVEL 3

4 RL 134.22LEVEL 4

5 RL 137.22LEVEL 5

6 RL 140.22LEVEL 6

7 RL 143.22LEVEL 7

ROOF RL 146.22R

1 RL 125.02LEVEL 1

B1 BASEMENT 1 RL 119.02

B2 BASEMENT 2 RL 115.52

RL 125.02 1LEVEL 1

ROOF RL 146.22 R

GGROUND RL 121.52

LEVEL 2 RL 128.22 2

LEVEL 3 RL 131.22 3

LEVEL 4 RL 134.22 4

LEVEL 5 RL 137.22 5

LEVEL 6 RL 140.22 6

LEVEL 7 RL 143.22 7

EAST ELEVATION @ 1:200

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GSPublisherVersion 0.7.100.74

ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:200

DRAWING NAME

INTERNAL ELEVATIONS

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

6M 3M 15,673 18,944 +146.22

+147.02

+115.54

870-898 PACIFIC HWY900 PACIFIC HWY910 PACIFIC HWY

3, 50

0 2,

50 0

3, 50

0 3,

20 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

+118.58

B O

U N

D A

R Y

B O

U N

D A

R Y

GGROUND RL 121.52

2RL 128.22LEVEL 2

3RL 131.22LEVEL 3

4RL 134.22LEVEL 4

5RL 137.22LEVEL 5

6RL 140.22LEVEL 6

7RL 143.22LEVEL 7

ROOF RL 146.22 R

1RL 125.02LEVEL 1

B1BASEMENT 1 RL 119.02

B2BASEMENT 2 RL 115.52

+115.52

+119.02

+121.52

+140.22

+141.02

870-898 PACIFIC HWY 900 PACIFIC HWY 910 PACIFIC HWY

6M3M15,67013M

3, 50

0 2,

50 0

3, 50

0 3,

20 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

3, 00

0 3,

00 0

+118.84

PERGOLA

B O

U N

D A

R Y

B O

U N

D A

R Y

+138.22

G GROUND RL 121.52

1 RL 125.02LEVEL 1

2 RL 128.22LEVEL 2

3 RL 131.22LEVEL 3

4 RL 134.22LEVEL 4

5 RL 137.22LEVEL 5

6 RL 140.22LEVEL 6

7 RL 143.22LEVEL 7

ROOF RL 146.22R

B1 BASEMENT 01 RL 119.02

B2 BASEMENT 02 RL 155.52

INTERNAL ELEVATION TO THE NORTH @ 1:200

INTERNAL ELEVATION TO THE SOUTH @ 1:200

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ACCESS & BCA:

TRAFFIC: ACOUSTIC: HYDRAULIC: PLANNING: ARCHITECT: PROJECT:

900 PACIFIC HIGHWAY, GORDON CLIENT:

PONZI DEVELOPMENTS SCALE: DATE: CAD FILE NUMBER:

DRAWN BY: CHECKED 1: CHECKED 2: APPROVED:

1:400

DRAWING NAME

GFA CALCULATION

P R

O JE

C T

N U

M B

E R

ISSUE

A LANDSCAPING:GEOTECHNICAL: QUANTITY

SURVEY: WASTE MANAGEMENT:BASIX:

CRIME RISK:

Is su

e D

at e

D es

cr ip

tio n

D ra

w in

g O

rig in

al S

iz e

PURPOSES ONLY

NOT FOR C O N S T R U C T I O N

D A

DO NOT SCALE DWGS. USE DIMENSIONS ONLY. REFER ANY DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION.

THESE DRAWINGS ARE SUBJECT TO COPYRIGHT.

FO R

D A

SCALE 1:200

0 1 5 10M2

18/05/201618 /0

5/ 20

1 9

x 18

4 =

3, 50

14 15 16 17 18

19 x 184 = 3,500 12

131415161718

17 x 188 = 3,200

1 2 3 4 5 6 7

9 10 11

17 x 188 = 3,200

1 2 3 4 5 6 7

910

76.84 m2

262.52 m2

B O

U N

D A

R Y

B O

U N

D A

R Y

1 7

x 18

8 =

3, 20

13 14 15 16

1 4

x 17

9 =

2, 50

6 7 8

10111213

1 9

x 18

4 =

3, 50

1 2 3 4 5 6 7 8 9

11 12 13

19 x 184 = 3,500

1 2 3 4 5 6 7 8 9 10 11

77.29 m2

40.29 m2

LAWN

B O

U N

D A

R Y

B O

U N

D A

R Y

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

16 x 188 = 3,000

1 2 3 4 5 6 7

9101112131415

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7 875.47 m2

262.52 m2

B O

U N

D A

R Y

B O

U N

D A

R Y

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

16 x 188 = 3,000

1 2 3 4 5 6 7

9101112131415

16 x

1 88

= 3

,0 00

9 10 11 12

131415

75.47 m2

258.12 m2

B O

U N

D A

R Y

B O

U N

D A

R Y

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

16 x 188 = 3,000

1 2 3 4 5 6 7

9101112131415

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7 875.47 m2

262.52 m2

B O

U N

D A

R Y

B O

U N

D A

R Y

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7 8

262.52 m2

B O

U N

D A

R Y

B O

U N

D A

R Y

16 x 188 = 3,000

1 2 3 4 5 6 7

9101112131415

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

16 x

1 88

= 3

,0 00

9 10 11 12

131415

B B

258.12 m2

B O

U N

D A

R Y

B O

U N

D A

R Y

1 6

x 18

8 =

3, 00

1 2 3 4 5 6 7

9 10 11 12 13 14 15

16 x

1 88

= 3

,0 00

9 10 11 12

131415

258.12 m2

B O

U N

D A

R Y

B O

U N

D A

R Y

17.21 m2

641.33 m2

15 x 187 = 2,800

1 2 3 4 5 6

8 9 10 11 12 13 14

19 x 184 = 3,500

1 2 3 4 5 6 7 8

BASEMENT 02

WAI TING

BAY WAITING BAY

B O

U N

D A

R Y

B O

U N

D A

R Y

25.92 m2

1 5

x 18

7 =

2, 80

10 11 12 13 14

6 7

8 94 5

1 2

1 7

x 18

8 =

3, 20

1 2 3 4 5 6 7 8

10 11 12

14 x 179 = 2,500

1 2 3 4 5

16 17

18 19

19 x 184 = 3,500

9 10 11 12 13 14

15161718

34.79 m2

CONVERT MIRROR

AWNING

BASEMENT 01

RAMP [email protected]%

RAMP 9M@25%

367.73 m2

B O

U N

D A

R Y

B O

U N

D A

R Y

GFA SQM

LEVEL 01 FLOOR PLAN @ 1:400 TOTAL GFA: 339.32 sqm

LEVEL 02 FLOOR PLAN @ 1:400 TOTAL GFA: 337.99 sqm

LEVEL 03 FLOOR PLAN @ 1:400 TOTAL GFA: 333.59 sqm

LEVEL 04 FLOOR PLAN @ 1:400 TOTAL GFA: 337.99 sqm

LEVEL 05 FLOOR PLAN @ 1:400 TOTAL GFA: 258.12 sqm

LEVEL 06 FLOOR PLAN @ 1:400 TOTAL GFA: 262.52 sqm

LEVEL 07 FLOOR PLAN @ 1:400 TOTAL GFA: 258.12 sqm

BASEMENT 02 FLOOR PLAN @ 1:400 TOTAL GFA: 17.21sqm

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GROUND FLOOR PLAN @ 1:400 TOTAL GFA: 117.58sqm

BASEMENT 01 FLOOR PLAN @ 1:400 TOTAL GFA: 25.92 sqm

GFA CALCULATION

SITE AREA: 905 SQM LEP PERMISSIBLE FSR: 2.3:1 LEP PERMISSIBLE GFA: 2081.5 SQM

ARH PERMISSIBLE FSR: 2.5:1 (0.2 BONUS) ARH PERMISSIBLE GFA: 2262.5 SQM

TOTAL PROPOSED GFA: 2288.4 (where 25.92 m2 is for parking, not to be included to ARH) TOTAL PROPOSED FSR: 2.53:1

10 /1

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AREA EXCLUDED FOR PARKING AND ACCESS THERE TO

U N I T M I X

C O M M E R C I A L : 1 7 m 2 + 3 5 m 2

S T U D I O : 1 1 B E D : 7 2 B E D : 2 2 U N I T S T O T A L: 3 0

P A R K I N G R E Q U I R E D (U N D E R A R H )

C O M M E R C I A L : 1 (1 S P A C E > 2 4 m 2 ) 1 B E D : 7 - 0 .5 x 7 = 3 .5 2 B E D : 2 2 - 1 x 2 2 = 2 2

T O T A L C A R S P A C E R E Q U I R E S : 2 7 T O T A L C A R S P A C E P R O V I D E D : 2 9

Page 1 of 11

14.-Landscape-Plan 900 Pacific Hwy & Fitzsimons Lane Gordon - edited

Landscape plan LPDA 16 - 2431 Issue A.pdf (p.1)
Landscape plan LPDA 16 - 2432 Issue A.pdf (p.2)

DA-PLANS-7 900 Pacific Hwy & Fitzsimons Lane Gordon

Level 01 & 02 Floor Plans A1202 Issue D.pdf (p.1)

A1202 LEVEL 01&02 FLOOR PLANS

Level 03 & 04 Floor Plans A1203 Issue D.pdf (p.2)

A1203 LEVEL 03&04FLOOR PLANS

Level 05 & 06 Floor Plans A1204 Issue D.pdf (p.3)

A1204 LEVEL 05&06FLOOR PLANS

Level 07 & Roof plan A1205 Issue D.pdf (p.4)

A1205 LEVEL 07&ROOF PLAN

North & South Elevations A1500 Issue C.pdf (p.5)

A1500 NORTH&SOUTH ELEVATIONS

West Elevation A1502 Issue C.pdf (p.6)

A1502 WEST ELEVATION

East Elevation A1501 Issue C.pdf (p.7)

A1501 EAST ELEVATION

Internal Elevations A1503 Issue B.pdf (p.8)

A1503 INTERNAL ELEVATIONS

12.-GFA-calculation 900 Pacific Hwy & Fitzsimons Lane Gordon

A1050 GFA CALCULATION