CONSULTANTSINFORMATION25.03 m222.00 m2.docx

CONSULTANTS
INFORMATION
25.03 m
2
22.00 m
2
22.02 m
2
19 x 184 = 3,500
1 2 3 4 5 6 7 8 9
10
1
1
1
2
1

3
1
4
1
5
1
6
1
7
1
8
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11
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0
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13
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4.24 m
2
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,
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1
,
0
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121.52
121.52
LETTER BOX
800-1000mm
ADJUSTABLE BENCH
COMPLY WITH AS4299
SECURITY GATE
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B
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FIRERATED
SCREEN
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2.5m x 4.3m
FIRE EXIT
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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

NC
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57.73 (SURVEY)
224°13'20"
1
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57.715 (SURVEY)
44°13'20" 116
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09
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97
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56
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121.26
121.26
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115.56
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118.21
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121.60
121.57
121.59
121.56
121.56
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121.47

121.65
121.50
1
2
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121.50
121.45
121.58
121.59
128.30
127.72
TOK
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121.63
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126.46
11
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95
122.29

12
2.
28TOW
FL
CONCRETE BLOCK WALL
121.53
FITZS
IM
O
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LA
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PA
C
IFIC
H
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
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
Qty Required: 66
Botanical Name: Jacaranda mimosifolia
Common Name: Jacaranda (Exotic)
Pot size: 100Lt
Qty Required: 2

Botanical Name: Syzygium luehmannii
Common Name: Riberry (Native)
Pot size: 300mm
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
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r
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
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
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:
A
PROPOSED APARTMENT
DEVELOPMENT
900 PACIFIC HIGHWAY,
GORDON NSW
GENERAL NOTE:
DEVELOPMENT APPLICATION
LANDSCAPE PLAN
STATUS:
4
Bar Scale
0 21 3 5m 10m
N
ARCHITECT:

TREE IMPACTS
No trees located on or adjacent to the site
16 x 188 = 3,000
1 2 3 4 5 6 7
8
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
Qty Required: 19
Botanical Name: Liriope muscari 'Just Right'
Common Name: Liriope Just Right (Native)

Pot size: 140mm
Qty Required: 20
Sansevieria trifasciata 'Moonlight'
Mother-in-law's tongue (Exotic)
Pot size: 300mm
Qty Required: 11
REFER TO BASEMENT 2
B
B
Q
ROOFTOP
Courtyard paving to Architect's details
Botanical Name: Hibbertia scandens
Common Name: Snake vine (Native)
Pot size: 150mm
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
8
91
0
1
1
1
2
1
3
1
4

1
5
1
4
,
0
0
0
AWNING
LOBBY
LIFT
F
I
T
Z
S
I
M
O

N
S
L
A
N
E
115.52
115.52
ROLLER SHUTTER
S
P
L
A
Y
S
P
L

A
Y
B
O
U
N
D
A
R
Y
4m
SETBACK
ZONE
4m
SETBACK
ZONE
DP
DP

F.G.
F.G.
DP
DP
F.G.
P.D.
F.G.
P.D.
P.D.
P.D.
P.D.
F.G.
F.G.
F.G.
P.D.
P.D.
DP
F.G.

F.G.
F.G.
DP
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

of 11
AutoCAD SHX Text
16
AutoCAD SHX Text
DP 717747
AutoCAD SHX Text
10
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:
A
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
T
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
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
M
A
X
1
.
5
m
STEEL SPIGOTS CORE
DRILLED/ SECURED TO
MASONRY WALL TO

MANUFACTURE'S DEAILS
GATE
M
A
X
1
0
0
m
m
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
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M
B

E
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ISSUE
A
LANDSCAPING:GEOTECHNICAL: QUANTITY
SURVEY:
WASTE MANAGEMENT:BASIX:
CRIME RISK:
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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
A
SCALE 1:200
0 1 5 10M2
18/05/201618
/0
5/
20
16
10.98 m2
10.00 m2
8.86 m2
10.00 m2
1
9
x
18
4
=

3,
50
0
14
15
16
17
18
19 x 184 = 3,500 12
131415161718
17 x 188 = 3,200
1
2
3
4
5
6
7
8
9
10
11
1550
15
50

10
00
10
00
15
50
15
501550
1000
1000
1550
15
50
1550
15
50
17 x 188 = 3,200
1 2 3 4 5 6 7
8
910
AA AA

12,080
3,
71
0
4,00
0
1,
31
7
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
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73
15
,6
73
800
3,000
3,
00
0
3,571
3,
27
7
4,
00
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1,
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0
4,602
4,

00
0
3,000
3,
00
0
3,251
3,
27
7
5,056
4,
36
9
5,817
4,
89
9
3,607
3,
00

0
5,
00
2
3,290
3,
00
0
3,000
5,22
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125.02 124.94
124.94
124.94
125.02
125.02
125.02
125.02
125.02125.02

125.02
125.02
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
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W
PA
C
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H
W
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W
B
B
B
B
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1
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
10.00 m2
8.86 m2
1
6

x
18
8
=
3,
00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16 x 188 = 3,000
1 2 3 4 5 6 7
8

9101112131415
15
50
15
50
15
50
15
50
1
6
x
18
8
=
3,
00
0
1
2
3
4
5
6
7
8

AA AA
2,
00
0
1,
71
0
1,
31
7
4,00
0
12,080
57,730
15
,6
73
15
,6
73
6,78
8

5,82
4
3,000
3,
00
0
3,571
3,
27
7
4,
00
0
4,602
4,
00
0
3,000
3,
00
0

3,251
3,
27
7
4,372
3,
00
0
4,
39
9
5,707
5,063
1,
00
0
4,
20
2
4,831

3,000
3,
00
0 4,
36
9
5,817
3,
00
0
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
128.14
128.14
128.14
128.22
128.22

128.22
128.22
128.22
128.14
128.22
7.32 m2
3.80 m2
CRIMSAFE
FIRERATED
SCREEN
CRIMSAFE
FIRERATED SCREEN
LIFT
VISITABLE UNIT
VISITABLE UNIT
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
GLASS
BLOCK
LOBBY AIR
SUPPLY
FITZSIM
O

N
S LA
N
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ELO
W
PA
C
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H
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BOUNDARY
B
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B
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BOUNDARY
D
LEVEL [email protected]:200

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ISSUE AMENDED
11
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10/11/201610
/1

1/
20
16
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Page 3 of 11
ACCESS
& BCA:
ARCHITECT:
PROJECT:
CLIENT:
PONZI DEVELOPMENTS
1:200

DRAWING NAME
LEVEL 03&04FLOOR
PLANS
P
R
O
JE
C
T
N
U
M
B
E
R
ISSUE
A
SURVEY:
CRIME RISK:
N
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PURPOSES ONLY
NOT FOR
D A
ARCHITECT PRIOR TO
CONSTRUCTION.
THESE DRAWINGS ARE
FO
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A
A
SCALE 1:200
0 1 5 10M2
18/05/201618
/0
5/
20

16
10.00 m2
8.86 m2
10.00 m2
1
6
x
18
8
=
3,
00
0
1
2
3
4
5
6
7
8
9
10
11
12

13
14
15
15
50
16 x 188 = 3,000
1 2 3 4 5 6 7
8
9101112131415
15
50
15
50
16
x
1
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=
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9
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12
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AA AA
3,
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0
1,
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14,080
1,
31
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5,82
4
6,53
2
15
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73

15
,6
73
57,730
3,000
3,
00
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3,571
3,
27
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4,
00
0
4,602
4,
00
0
3,000

3,
00
0
3,251
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4,372
3,
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0
3,188
3,
00
0
3,188
3,
00
0
4,

20
2
4,831
3,000
3,
00
0 4,
36
9
5,817
3,
00
0
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
131.14

131.14
131.14
131.22
131.22
131.22
131.14
131.22
3.80 m2
7.32 m2
CRIMSAFE
FIRERATED
SCREEN
CRIMSAFE
FIRERATED SCREEN
LIFT
LIFT
VISITABLE UNIT
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
GLASS
BLOCK
LOBBY AIR
SUPPLY
FITZSIM

O
N
S LA
N
E B
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W
PA
C
IFIC
H
W
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W
B
B
B
B
B
B
1
57,715

BOUNDARY
B
O
U
N
D
A
R
Y
B
O
U
N
D
A
R
Y
BOUNDARY
10.00 m2
10.00 m2
10.98 m2

8.86 m2
1
6
x
18
8
=
3,
00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
15

50
15
50
16 x 188 = 3,000
1 2 3 4 5 6 7
8
9101112131415
15
50
15
50
1
6
x
18
8
=
3,
00
0
1
2
3

4
5
6
7
8
AA AA
3,
71
0
1,
00
0
1,
31
7
4,00
0
12,080
5,82
4
6,94
1
15
,6

73
15
,6
73
57,730
3,000
3,
00
0
3,571
3,
27
7
4,
00
0
4,602
4,
00
0

3,000
3,
00
0
3,251
3,
27
7
5,063
4,
39
9
5,707
4,372
3,
00
0
4,
20
2
4,831

3,
00
0
3,290
4,
36
9
5,817
3,
00
0
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
134.14
134.14

134.14
134.14
134.22
134.22
134.22
134.22
133.95
134.22
7.32 m2
3.80 m2
CRIMSAFE
FIRERATED
SCREEN
CRIMSAFE
FIRERATED SCREEN
LIFT
VISITABLE UNIT
VISITABLE UNIT
LIFT

VISITABLE UNIT
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
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
B
B
B
B

1
57,715
BOUNDARY
B
O
U
N
D
A
R
Y
B
O
U
N
D
A
R
Y
BOUNDARY
D

FO
R
D
A
B
22
/0
9/
20
16
ISSUE AMENDED
11
/1
0/
20
16
FO
R
D
A
C

FOR S34
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20
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Page 4 of 11
ACCESS
& BCA:
ARCHITECT:
PROJECT:
CLIENT:
PONZI DEVELOPMENTS

1:200
DRAWING NAME
LEVEL 05&06FLOOR
PLANS
P
R
O
JE
C
T
N
U
M
B
E
R
ISSUE
A
SURVEY:

CRIME RISK:
N
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
PURPOSES ONLY
NOT FOR
D A
ARCHITECT PRIOR TO
CONSTRUCTION.
THESE DRAWINGS ARE
FO
R
D
A
A
SCALE 1:200
0 1 5 10M2
18/05/201618

/0
5/
20
16
10.00 m2
10.00 m2
8.86 m2
16 x 188 = 3,000
1 2 3 4 5 6 7
8
9101112131415
1
6
x
18
8
=
3,
00
0
1

2
3
4
5
6
7
8
9
10
11
12
13
14
15
15
50
15
50
16
x
1
88
=
3
,0
00
9

10
11
12
131415
AA AA
1,
00
0
1,
31
7
4,00
0
14,080
7,07
9
6,94
1
15
,6
73
15
,6

73
57,730
3,000
3,
00
0
3,571
3,
27
7
4,
00
0
4,602
4,
00
0
3,000
3,
00

0
3,251
3,
27
7
5,063
3,188
3,
00
0
3,188
3,
00
0 4
,3
69
5,817
3,
00
0
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
137.14
137.14
137.22
137.22
137.22
CRIMSAFE
FIRERATED SCREEN
CCTV
LIFT
B
B
Q
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
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
B
B
B
B
1
57,715
CRIMSAFE
FIRERATED

SCREEN
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
8
9
10
11
12
13
14
15
15
50

15
50
15
50
1
6
x
18
8
=
3,
00
0
1
2
3
4
5
6
7
8
AA AA
1,
00
0

1,
31
7
4,00
0
6,94
1
15
,6
73
15
,6
73
57,730
3,000
3,
00
0
3,571
3,
27

7
4,
00
0
4,602
4,
00
0
3,000
3,
00
0
3,251
3,
27
7
5,063
4,
39
9
5,707

4,
36
9
5,817
3,
00
0
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
140.22
141.02
140.14
140.14
140.14
140.14
140.22
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

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
B
B
B
B
1
57,715
BOUNDARY
B
O
U
N
D
A
R
Y
B
O

U
N
D
A
R
Y
BOUNDARY
D
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
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R
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Page 5 of 11

ACCESS
& BCA:
ARCHITECT:
PROJECT:
CLIENT:
PONZI DEVELOPMENTS
1:200
DRAWING NAME
LEVEL 07&ROOF
PLAN
P
R
O
JE
C
T
N
U
M

B
E
R
ISSUE
A
SURVEY:
CRIME RISK:
N
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
PURPOSES ONLY
NOT FOR
D A
ARCHITECT PRIOR TO
CONSTRUCTION.
THESE DRAWINGS ARE

FO
R
D
A
A
SCALE 1:200
0 1 5 10M2
18/05/201618
/0
5/
20
16
10.00 m2
8.86 m2
10.00 m2
1
6
x
18
8
=
3,

00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
15
50
15
50
16
x
1
88
=
3

,0
00
9
10
11
12
131415
AA AA
1,
00
0
1,
31
7
4,00
0
6,94
1
15
,6
73
15
,6

73
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
0
3,571
3,
27
7
4,
00
0
4,602
4,
00
0
3,000

3,
00
0
3,251
3,
27
7
5,063
3,188
3,
00
0
3,188
3,
00
0 4
,3
69
5,817
3,
00

0
3,000
143.22
143.14
143.14
143.14
143.22
143.22
143.22
CRIMSAFE
FIRERATED SCREEN
STRUCTURE BELOW
LIFT
VISITABLE UNIT
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
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
B
B
B
B
1
57,715
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
FITZSIM
O
N
S LA
N
E B
ELO
W
PA
C
IFIC
H
W
Y B
ELO
W
B
B
B

B
B
B
1
BOUNDARY
B
O
U
N
D
A
R
Y
B
O
U
N
D
A
R
Y

BOUNDARY
D
ROOF @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 6 of 11
ACCESS
& BCA:
ARCHITECT:
PROJECT:
CLIENT:

PONZI DEVELOPMENTS
1:200
DRAWING NAME
NORTH&SOUTH
ELEVATIONS
P
R
O
JE
C
T
N
U
M
B
E
R
ISSUE
A

SURVEY:
CRIME RISK:
N
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
PURPOSES ONLY
NOT FOR
D A
ARCHITECT PRIOR TO
CONSTRUCTION.
THESE DRAWINGS ARE
FO
R
D
A
A
SCALE 1:200

0 1 5 10M2
18/05/201618
/0
5/
20
16
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
C

NORTH ELEVATION @ 1:200 SOUTH ELEVATION @ 1:200
FO
R
D
A
B
11/10/201622
/0
9/
20
16
ISSUE AMENDED
11
/1
0/
20
16
FO
R
D
A
C

FOR S34
Page 7 of 11
ACCESS
& BCA:
ARCHITECT:
PROJECT:
CLIENT:
PONZI DEVELOPMENTS
1:200
DRAWING NAME
WEST ELEVATION
P
R
O
JE
C

T
N
U
M
B
E
R
ISSUE
A
SURVEY:
CRIME RISK:
N
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
PURPOSES ONLY
NOT FOR
D A

ARCHITECT PRIOR TO
CONSTRUCTION.
THESE DRAWINGS ARE
FO
R
D
A
A
SCALE 1:200
0 1 5 10M2
18/05/201618
/0
5/
20
16
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
E
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
C
WEST ELEVATION @ 1:200
FO
R
D
A
B
11/10/201622
/0
9/
20
16

ISSUE AMENDED
11
/1
0/
20
16
FO
R
D
A
C
FOR S34
Page 8 of 11
ACCESS
& BCA:
ARCHITECT:
PROJECT:
CLIENT:
PONZI DEVELOPMENTS

1:200
DRAWING NAME
EAST ELEVATION
P
R
O
JE
C
T
N
U
M
B
E
R
ISSUE
A
SURVEY:

/0
5/
20
16
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
E
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
C
EAST ELEVATION @ 1:200
FO
R
D
A

B
11/10/201622
/0
9/
20
16
ISSUE AMENDED
11
/1
0/
20
16
FO
R
D
A
C
FOR S34
Page 9 of 11

ACCESS
& BCA:
ARCHITECT:
PROJECT:
CLIENT:
PONZI DEVELOPMENTS
1:200
DRAWING NAME
INTERNAL
ELEVATIONS
P
R
O
JE
C
T
N
U
M
B

R
D
A
A
SCALE 1:200
0 1 5 10M2
18/05/201618
/0
5/
20
16
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
B
INTERNAL ELEVATION
TO THE NORTH @ 1:200
INTERNAL ELEVATION
TO THE SOUTH @ 1:200
FO
R

D
A
B
22/09/201622
/0
9/
20
16
ISSUE AMENDED
Page 10 of 11
ACCESS
& BCA:
ARCHITECT:
PROJECT:
CLIENT:
PONZI DEVELOPMENTS

1:400
DRAWING NAME
GFA CALCULATION
P
R
O
JE
C
T
N
U
M
B
E
R
ISSUE
A
SURVEY:
CRIME RISK:
N

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
PURPOSES ONLY
NOT FOR
D A
ARCHITECT PRIOR TO
CONSTRUCTION.
THESE DRAWINGS ARE
FO
R
D
A
A
SCALE 1:200
0 1 5 10M2
18/05/201618
/0
5/
20

16
1
9
x
18
4
=
3,
50
0
14
15
16
17
18
19 x 184 = 3,500 12
131415161718
17 x 188 = 3,200
1
2
3
4
5
6
7

8
9
10
11
17 x 188 = 3,200
1 2 3 4 5 6 7
8
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
0
13
14
15
16
1
4
x
17
9
=
2,

50
0
6 7 8
9
10111213
1
9
x
18
4
=
3,
50
0
1
2
3
4
5
6
7
8
9
10

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
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16 x 188 = 3,000

1 2 3 4 5 6 7
8
9101112131415
1
6
x
18
8
=
3,
00
0
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
0
1
2
3

4
5
6
7
8
9
10
11
12
13
14
15
16 x 188 = 3,000
1 2 3 4 5 6 7
8
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

9101112131415
1
6
x
18
8
=
3,
00
0
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
0
1
2
3
4
5
6
7

8
9
10
11
12
13
14
15
1
6
x
18
8
=
3,
00
0
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
8
9101112131415
1
6
x

18
8
=
3,
00
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
x
1
88
=
3

,0
00
9
10
11
12
131415
B
B
Q
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
0
1
2
3
4
5
6
7
8
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
7
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
0
10
11
12
13
14
6
7
8
94 5
1
2
3
1
7
x
18

8
=
3,
20
0
1
2
3
4
5
6
7
8
9
10
11
12
14 x 179 = 2,500
1 2 3 4 5
16
17
18
19
20

19 x 184 = 3,500
9 10 11 12 13 14
15161718
34.79 m2
CONVERT MIRROR
CONVERT MIRROR
AWNING
BASEMENT 01
RAMP
[email protected]%
RAMP
[email protected]%
367.73 m2
B
O
U
N
D
A
R
Y

B
O
U
N
D
A
R
Y
D
GFA SQM
LEVEL 01 FLOOR PLAN @ 1:400
TOTAL GFA: 339.32 sqm

BASEMENT 02 FLOOR PLAN @ 1:400
TOTAL GFA: 17.21sqm
FO
R
D
A
B
10/11/201622
/0
9/
20
16
11
/1
0/
20
16
FO
R
D
A
C
FOR S34

GROUND FLOOR PLAN @ 1:400
TOTAL GFA: 117.58sqm
BASEMENT 01 FLOOR PLAN @ 1:400
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
1/
20
16
FO
R
D
A
D
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 - editedLandscape 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 GordonLevel 01
& 02 Floor Plans A1202 Issue D.pdf (p.1)A1202 LEVEL 01&02
FLOOR PLANSLevel 03 & 04 Floor Plans A1203 Issue D.pdf
(p.2)A1203 LEVEL 03&04FLOOR PLANSLevel 05 & 06 Floor
Plans A1204 Issue D.pdf (p.3)A1204 LEVEL 05&06FLOOR
PLANSLevel 07 & Roof plan A1205 Issue D.pdf (p.4)A1205
LEVEL 07&ROOF PLANNorth & South Elevations A1500 Issue
C.pdf (p.5)A1500 NORTH&SOUTH ELEVATIONSWest
Elevation A1502 Issue C.pdf (p.6)A1502 WEST
ELEVATIONEast Elevation A1501 Issue C.pdf (p.7)A1501

EAST ELEVATIONInternal Elevations A1503 Issue B.pdf
(p.8)A1503 INTERNAL ELEVATIONS12.-GFA-calculation 900
Pacific Hwy & Fitzsimons Lane GordonA1050 GFA
CALCULATION
34.79 m
2
1
0
1
1
1
2
13 14 15
2
1
2
2
2
3
2
4

1
5
6
7
3
1
5
6
7
3
F
U
T
U
R
E
W
I
D
T

H
1
5
m
E
X
I
S
T
I
N
G
W
I
D
T
H

1
0
m
115.59
114.40
115.52 115.52
AA AA
CONVERT MIRROR
DEEP SOIL
L
O
B
B
Y
LIFT
LIFT
BASEMENT 02
W

A
I
T
I
N
G
B
A
Y
SRV
TRA
CKIN
GSRV TRACKING
COMBILIFT
543-2,6
PREMIUM TYPE
EMPTY SPACE
RES BIN ROOM
COM

F
I
T
Z
S
I
M
O
N
S
L
A
N
E
P
A
C
I

F
I
C
H
W
Y
A
B
O
V
E
LOADING &
WASHING
BAY
115.52
115.52
S

P
L
A
Y
S
P
L
A
Y
BOUN
DARY
B
O
U
N
D
A
R

Y
B
O
U
N
D
A
R
Y
BOUNDARY
RAMP
[email protected]%
RAMP
[email protected]%
PIPE SCHEDULE
Page 1 of 4
PONZI DEVELOPMENTS

34.79 m
2
6
7
8
9
4 5
1
2
3
1
6
1
7
1
8
1
9
2
0
19 x 184 = 3,500
9 1

0
1
1
1
2
1
3
1
4
15
1
6
1
7
1
8
4,282
1
5
,
6
7
3
118.32

119.02
118.32
EXISTING BASEMENT PARKING
CONVERT MIRROR
AWNING
LIFT
LIFT
BASEMENT 01
COMBILIFT
543-2,6
PREMIUM TYPE
WAITING BAY
RAMP
[email protected]%
RAMP

[email protected]%
F
I
T
Z
S
I
M
O
N
S
L
A
N
E
B
E

L
O
W
P
A
C
I
F
I
C
H
W
Y
A
B
O
V

E
119.02
SIGNPOST FOR ALL
PARKING SPACE
ON THIS LINE
"REVERSE IN ONLY"
BOUN
DARY
B
O
U
N
D
A
R
Y
B
O

U
N
D
A
R
Y
BOUNDARY
RAMP
14M 1/20
PIPE SCHEDULE
Page 2 of 4
PONZI DEVELOPMENTS
23.52 m
2
33.21 m
2

1
5
5
0
1
0
0
0
1
0
0
0
1
5
5
0
1
7

x
1
8
8
=
3
,
2
0
0
13
14
15
16
1
4
x
1

7
9
=
2
,
5
0
0
6 7 8
9
1
0
1
1
1
2
1
3
1
5

5
0
1
5
5
0
3.80 m
2
1
6
7
6
0
5591 5350 38301 8489
1
6
7
6

5
57730
8
0
0
1
5
6
7
3
4
7
8
7
6
2
9
9
4
5
8
7
121.52
121.52
121.97

121.52
121.52
121.97
121.58
121.52
121.52
121.52
121.52
121.52
121.52
AA AA
LETTER BOX
800-1000mm
ADJUSTABLE BENCH
COMPLY WITH AS4299
ADJOINING PLANTER BOX NEXT DOOR
H
Y
D

R
A
N
T
B
O
O
S
T
E
R
CCTV
CCTV
INTERCOMCCTV
SECURITY GATESECURITY GATE
LIFT
1

0
HYDRANT
PUMP
ROOM
FIRE EXIT
AIR
LOCK
LIFT
ADAPTABLE UNIT
ALARM VALVE
AND SPRINKLER
CLEAN
LOBBY
LAWN
P
A

C
I
F
I
C
H
W
Y
F
I
T
Z
S
I
M
O
N
S

L
A
N
E
B
E
L
O
W
7307 10703 20987 16180 2537
57715
BOU
NDA
RY
BOUNDARY

B
O
U
N
D
A
R
Y
B
O
U
N
D
A
R
Y
RETAIL
PIPE SCHEDULE

of 4
PONZI DEVELOPMENTS
2
5
2
6
2
7
2
8
2
9
6600
1
5
6
7
3
6600
1
5

6
7
3
113.02
AA AA
BASEMENT 03
COMBILIFT
543-2,6
PREMIUM TYPE
BOTTOM SLAB
SLOPE 2%
FOR DRAINAGE SLOPE 2%
SLOPE 2% SLOPE 2%
B
B
B
B

BOU
NDA
RY
B
O
U
N
D
A
R
Y
B
O
U
N
D
A
R
Y

BOUNDARY
PIPE SCHEDULE
Page 4 of 4
PONZI DEVELOPMENTS
Drawing SW02 Rev. A Stormwater Management Plan (Basement
2).pdf (p.1)Drawing SW03 Rev. A Stormwater Management
Plan (Basement 1).pdf (p.2)Drawing SW04 Rev. A Stormwater
Management Plan (Ground Floor).pdf (p.3)Drawing SW01
Stormwater Management Plan (Basement 3).pdf (p.4)

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