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1.0 GROWING MEDIUM TESTING:
Growing mediums (Topsoil; Planting Mixes) and organic amendments must be tested by
an OMAFRA accredited agency and approved prior to use. Test topsoil for P, K, Ca and
Mg, minor element values, soluble salt content, organic matter, texture and pH value
appropriate for the establishment and growth of ornamental nursery stock. Submit test
results and analysis including recommendations for amendments and fertilizer to the to
the Consultant.
1.
Topsoil shall be fertile, friable, topsoil, free of: fragments larger than 75 mm in size; stones
over 30 mm in diameter; debris; plants or their roots; sticks; noxious weed
plants/stolons/seeds; salts; soil sterilants; chemical contaminants; or other materials
detrimental to plant growth.
2.
Fertilizer and amendments must be made as per soil testing agency recommendations.
3.
All Topsoil for the Intensive-use lawn areas shall be sandy loam textural class only.
4.
Topsoil shall not be moved, delivered or worked on while in a frozen, wet or muddy state
or condition.
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2.0 TOPSOIL:
3.0 GROWING MEDIUM - PLANTING MIXES:
.1
Planting Mix (where specified): shall be thoroughly combined prior to placement in
planting bed areas to the following proportions: 4 parts approved topsoil, 1 part compost, 1
part shredded peat moss and an application of high phosphorous fertilizer (0-20-0).
.2
Mixes containing a significant amount of peat moss shall not be permitted to dry out. The
moisture content of the peat moss at the time of mixing shall be not less than 60% to 75%.
GENERAL NOTES:
1. Drawings not to be used for construction unless authorized by the Landscape Architect
2. Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
4.0 FERTILIZER AND AMENDMENTS:
weight,
.2 Fertilizer: complete commercial fertilizer with 50% of the elements derived from organic
.3 Peatmoss: decomposed plant material, fairly elastic and homogenous, free of decomposed
residue, wood, sulphur and iron and of brown colour containing minimum 60% organic matter by
moisture content not exceeding 15% and pH value of 3.4 - 5.5.
.4 Compost & Manure: shall meet the standards found in the Interim Guidelines for the
Use of Aerobic Compost in Ontario published by the Ontario Ministry of Environment and Energy
(MOEE), and shall be virtually free from all viable weed seeds, or other plant reproductive parts,
pathogens, chemicals or toxic contaminates. Manure shall be well rotted, unbleached cattle
manure, free from harmful chemicals and other injurious substances, at least eight months old,
but not more than two years old and with no more than 25% straw, leaves or other materials.
Physical contaminants such as rock, plastic, metal or glass shall be less than 0.5%. Total
carbon to nitrogen ratio in the resulting growing medium shall not exceed 30:1.
.5 Lime: Limestone containing not less than 8% of calcium and magnesium carbonates
ground to pass a 10 mesh sieve with at lease one half passing a 100 mesh sieve. Rate of
application shall be determined after determining the pH of the topsoil.
.6 Bonemeal: raw bonemeal, finely ground with a minimum analysis of 4% nitrogen and 20%
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect
4. Base drawing provided by KNY Architects
5. For Grading information refer to drawing by IBI Group. For servicing information refer to drawings by
IBI Group.
6. Landscape drawings show engineering information for design purposes only. Do not construct
engineering works from these drawings.
LANDSCAPE PLAN
MULTI-UNIT RESIDENTIAL
OLD BRONTE ROAD, OAKVILLE
.7 Sand: sharp, clean sand, to OPSS 1002_3.
GROWING MEDIUM REQUIREMENTS:
1.
CONTRACTOR SHALL PREPARE PLANTING BEDS AND TREE
PITS WITH APPROVED GROWING MEDIUM PRIOR TO
INSTALLATION OF PLANT MATERIAL.
2.
CONTRACTOR SHALL PAY ALL COSTS TO CORRECT
GROWING MEDIUM AND REPLACEMENT OF PLANT MATERIAL
IF SPECIFIED TESTS, AMENDMENTS, AND WRITTEN
APPROVAL OF THE LANDSCAPE CONSULTANT ARE NOT
OBTAINED.
PLANTING NOTES:
1. All plant material shall be No.1 nursery grown, meeting specifications for size, height, spread, grading,
quality, method of cultivation, and balling and burlap specifications as set out in the 8th Edition 2006
Guide Specification for Nursery Stock prepared by the CNLA.
2. No substitutions in species, cultivar, quantity, size or condition will be permitted without the written
approval of the Consultant. Any unapproved substituted material will be required to be removed from the
site.
3. Any inconsistencies found in the quantities as shown on the plan and the plant list shall be
immediately reported to the Consultant.
4. Layout shall be the responsibility of the Contractor. Layout, plant stake-out and delivered plant
material shall be approved by the Consultant prior to installation.
5. Native or Imported topsoil shall be tested as specified and approved by the Consultant prior to adding
any amendments and placement. Planting mix, where indicated, shall follow the mix specifications.
6. Provide 400mm minimum depth of approved topsoil or planting mix in all beds, unless otherwise noted.
All beds shall be mulched with approved mulch to a minimum depth of 75mm, unless otherwise noted.
Depths shall be those achieved under light compaction. Areas to be sodded or seeded shall be provided
with 150 mm of approved topsoil, compacted to 85% SPD.
7. No bare-root planting shall be permitted between May 15 and October 15.
GSP
8. Plant material shall be thoroughly watered at the time of planting.
9. Those areas not specifically identified for planting, or otherwise noted, shall be sodded. Sodding shall
be maintained and warranted until First Cut. Seeding shall be maintained and warrantied until October 1
for Spring seeding and June 1 for Fall seeding.
group
10. All trees and shrubs shall be under warranty for a period of 12 months commencing on the Date of
Acceptance.
11. The contractor shall provide maintenance immediately after the plants are installed and continue
throughout the entire warranty period. Maintenance requirements shall include all procedures consistent
with proper horticultural practices to ensure normal, vigorous, and healthy growth of all material planted.
All stakes, wire, hose, and other accessories must be removed prior to final warranty inspection.
12. All plant material used as replacements for unacceptable material shall be of the same quality and
requirements prescribed for the original material. Replacements shall be made once under the warranty.
201-72 Victoria Street South
Kitchener, Ontario N2G 4Y9
T 519 569 8883
F 519 569 8643
29 Rebecca Street, Suite 200
Hamilton, Ontario L8R 1B3
T 905 572 7477
www.gspgroup.ca
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GENERAL NOTES:
1. Drawings not to be used for construction unless authorized by the Landscape Architect
2. Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect
4. Base drawing provided by KNY Architects
5. For Grading information refer to drawing by IBI Group. For servicing information refer to drawings by
IBI Group.
6. Landscape drawings show engineering information for design purposes only. Do not construct
engineering works from these drawings.
LANDSCAPE PLAN
MULTI-UNIT RESIDENTIAL
OLD BRONTE ROAD, OAKVILLE
GSP
group
201-72 Victoria Street South
Kitchener, Ontario N2G 4Y9
T 519 569 8883
F 519 569 8643
29 Rebecca Street, Suite 200
Hamilton, Ontario L8R 1B3
T 905 572 7477
www.gspgroup.ca
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GENERAL NOTES:
1. Drawings not to be used for construction unless authorized by the Landscape Architect
2. Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect
4. Base drawing provided by KNY Architects
5. For Grading information refer to drawing by IBI Group. For servicing information refer to drawings by
IBI Group.
6. Landscape drawings show engineering information for design purposes only. Do not construct
engineering works from these drawings.
STREETSCAPE PLAN
MULTI-UNIT RESIDENTIAL
OLD BRONTE ROAD, OAKVILLE
GSP
group
201-72 Victoria Street South
Kitchener, Ontario N2G 4Y9
T 519 569 8883
F 519 569 8643
29 Rebecca Street, Suite 200
Hamilton, Ontario L8R 1B3
T 905 572 7477
www.gspgroup.ca
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GENERAL NOTES:
1. Drawings not to be used for construction unless authorized by the Landscape Architect
2. Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect
4. Base drawing provided by KNY Architects
5. For Grading information refer to drawing by IBI Group. For servicing information refer to drawings by
IBI Group.
6. Landscape drawings show engineering information for design purposes only. Do not construct
engineering works from these drawings.
CANOPY COVER PLAN
MULTI-UNIT RESIDENTIAL
OLD BRONTE ROAD, OAKVILLE
GSP
group
201-72 Victoria Street South
Kitchener, Ontario N2G 4Y9
T 519 569 8883
F 519 569 8643
29 Rebecca Street, Suite 200
Hamilton, Ontario L8R 1B3
T 905 572 7477
www.gspgroup.ca
GENERAL NOTES:
1. Drawings not to be used for construction unless authorized by the Landscape Architect
2. Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
Lawn
200
Planting Bed
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect
4. Base drawing provided by KNY Architects
5. For Grading information refer to drawing by IBI Group. For servicing information refer to drawings by
IBI Group.
6. Landscape drawings show engineering information for design purposes only. Do not construct
engineering works from these drawings.
Typical Planting Bed Edge
Scale 1:10
FILTER MEDIUM AND ROOT
BARRIER AS SPECIFIED
DRAINAGE COURSE-Depth and
material TBD
SLAB SLOPED TO DRAIN
SM INSULATION 2"
TYPICAL ROOF ASSEMBLY INCLUDING
WATERPROOFING & PROTECTION
MEMBRANE BY OTHERS (TYPICAL)
PLANTING SOIL 300mm MIN.
AS SPECIFIED
2%
75mm DRAINAGE COURSE
FO
FILTER MEDIUM AS
SPECIFIED
T
SODDED LAWN AS
SPECIFIED
R
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SLOPED TO DRAIN
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TYPICAL ROOF ASSEMBLY INCLUDING
WATERPROOFING & PROTECTION
MEMBRANE BY OTHERS (TYPICAL)
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SOD ON SLAB - GRANULAR DRAINAGE COURSE
Scale 1:15
4
Detail A
Scale: N.T.S.
loosely install around trunk
Do not cut leader
Guying and staking
install guy wires and stakes immediately after
installation
of plant material
guy wires
install 3-guy wires using #9 galvanized steel
wire
12 gauge galv. Steel wire,
coil each end
Only prune broken, damaged, or structurally
defective branches
do not top prune
around trunk of tree
stakes
install 3-wooden stakes measureing 50 x 50 x
600
install holes 50 from top of stakes
to accommodate guy wire
drive stake 300 into stable undisturbed ground
secure guy wire to stake and adjust guy wire
tension using galvanized turnbuckle (spanfix
or approved equal)
Stake and guy
wood stakes (2) - 50 x 50 x 2100
drill hole at appropriate spacing on stake to
receive #12 galvanized steel wire
DETAILS
MULTI-UNIT RESIDENTIAL
OLD BRONTE ROAD, OAKVILLE
loosely around trunk of tree allowing
movement of tree (see detail 'a')
do not drive stake through root ball
remove stake and guy after two (2) year's growth.
install flourescent flagging tape on all guy
wires
cut and remove top 31 of burlap, rope, and wire
basket from root ball before backfilling
planting pit
100 depth pine bark mulch
100 depth pine bark mulch
Earth saucer 75 high around base of tree
soak saucer immediately after installation
Earth saucer 75 high around base of tree.
Soak saucer immediately after installation of tree.
remove wire basket, all rope, and burlap
from top 31 of rootball before backfilling
Backfill with approved growing medium
FILTER MEDIUM AND ROOT
BARRIER AS SPECIFIED
SLAB SLOPED TO DRAIN
Backfill with approved growing medium
Min. 3x width
of root ball
DRAINAGE COURSE-Depth and
material TBD
Notes:
SM INSULATION 2"
1200
TYPICAL ROOF ASSEMBLY INCLUDING
WATERPROOFING & PROTECTION
MEMBRANE BY OTHERS (TYPICAL)
Undisturbed Subgrade
Min. 3x width
of root ball
Notes:
1. All dimensions in millimetres unless otherwise noted.
2. Backfill with approved growing medium.
3. Planting pit depth will be the same depth as the root ball and 900 or 1.5 times the width - whichever is greater.
4. Wire twisted around tree guard will be twisted back to tree side of guard.
5. Tree base at trunk will bear same relation to finished grade as it bore to previous existing grade.
6. Soak completely with water and mulch immediately.
7. Plant tree 75 above existing adjacent grade to accommodate settlement.
6
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1. All dimensions in millimetres unless otherwise
noted.
2. Backfill with approved growing medium
3. Planting pit depth will be the same depth as the
root ball and 900 or 1.5 times the width - whichever is
greater.
4. Wire twisted around tree guard will be twisted back
to tree side of guard.
5. Plant tree 75 above existing adjacent grade to
accommodate for settlement.
6. Provide drainage for planting pit in impermeable
soil.
Undisturbed subgrade
8
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GENERAL NOTES:
1. Drawings not to be used for construction unless authorized by the Landscape Architect
400mm Granular 'A' Base
Compacted to 98% SPD
Subgrade Compacted to 98% SPD
SURFACE WATER FLOW
JOINT FILL MATERIAL: OPEN-GRADED,
CRUSHED, ANGULAR IDOT CA-16
(2-5mm) OR ASTM NO. 8
25mm bedding layer of coarse sharp sand
Joints to be filled with masonry sand for pedestrian
application in non-permeable areas only
PERMEABLE PAVER NOTES:
PERMEABLE PAVERS 70mm THICK,
PERVIOUS OPENINGS: 12%
Precast Concrete Unit Pavers Town Hall 100x250mm by Unilock
1.
50mm HPB BEDDING LAYER
300mm CLEAR BASE MATERIAL
TOWN HALL UNIT
PAVERS, BY UNILOCK
RUNNING BOND
PATTERN AS PER
LANDSCAPE
DRAWINGS
SUB-EXCAVATION: SUB-EXCAVATION TO THE DEPTH REQUIRED
FOR PAVEMENT INSTALLATION, MINIMUM 430mm
3.
SUBGRADE: THE EXPOSED SUBGRADE SHOULD BE CAREFULLY
PROOF-ROLLED AND ANY SOFT OR WET SPOTS PROPERLY
REPAIRED WITH APPROVED MATERIAL.
4.
GEOTEXTILE: GEOTEXTILE FABRIC SHOULD BE PROVIDED
BETWEEN GRANULAR BASE AND SUBGRADE LAYER IN
ACCORDANCE WITH OPSS 1860.
5.
DRAINAGE PIPE: INSTALL PVC PERFORATED DRAINAGE PIPE OF
100mm DIAMETER, WRAPPED IN KNITTED SOCK GEOTEXTILE
AND CONNECT TO NEAREST CATCH-BASIN. SEEING THAT
SUBGRADE SOIL IS PREDOMINANTLY SILTY CLAY IN THIS AREA
AND INFILTRATION RATE OF THE KIND OF SOIL IS VERY LOW,
HENCE IT IS RECOMMENDED THAT THE SUB-DRAINS SHOULD BE
COMPLETED IN ACCORDANCE WITH OPSS 405.
1
100mm DIA. PVC PERFORATED
DRAINAGE PIPE WITH KNITTED
FILTERSOCK - CONNECT TO NEAREST
CATCHBASIN.
PLAN
2
TYPICAL PEDESTRIAN UNIT PAVING ON GRADE
STREETSCAPE
PRIOR TO UNDERTAKING ANY PAVEMENT CONSTRUCTION
WORK, THE PAVEMENT DRAINAGE AND/OR SUB-DRAINAGE
SHOULD BE ASSESSED, NOTING THAT PROVISION OF PROPER
DRAINAGE IS FUNDAMENTAL TO THE PERFORMANCE OF THE
PAVEMENT STRUCTURE TO MITIGATE OPTIONAL
FROST-RELATED MOVEMENTS AND MINIMIZE SEASONAL LOSS
OF SUBGRADE SUPPORT (SUBGRADE SOFTENING IN SPRING).
2.
GEOTEXTILE MATERIAL
SECTION
6.
2. Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
PAVEMENT BASE: CONSTRUCT THE PAVEMENT BASE WITH
300mm OF OPEN GRADED, CRUSHED, ANGULAR GRANULAR
MATERIAL MEETING ASTM C33 REQUIREMENTS FOR NO. 57
GRANULAR BASE OR 300mm OF OPEN GRADED DRAINAGE
LAYER - OGDL (AGGREGATE ONLY) IN ACCORDANCE WITH OPSS
320 GRADATION REQUIREMENTS. PLACE IN LIFTS NOT
EXCEEDING 150mm LOOSE THICKNESS. COMPACT TO 100
PERCENT STANDARD PROCTOR MAXIMUM DRY DENSITY
(SPMDD).
7.
PAVER BEDDING: CONSTRUCT THE PAVER BEDDING LAYER
WITH 50mm OF CRUSHED, ANGULAR, 6mm NOMINAL CHIP STONE
BEDDING MATERIAL IN ACCORDANCE WITH ASTM C 33
REQUIREMENTS FOR NO. 8 CHIP (OR EQUIVALENT GRANULAR
BEDDING MATERIAL RECOMMENDED BY THE MANUFACTURER).
8.
PERMEABLE PAVER: UNILOCK TOWNHALL, 70MM THICKNESS,
COLOUR TO BE DETERMINED BY THE TOWN OF OAKVILLE INSTALLATION/CONSTRUCTION IN ACCORDANCE WITH SPECIFIC
MANUFACTURER'S GUIDELINES.
9.
SURFACE SLOPE: SURFACE SLOPE SHALL BE A MINIMUM OF 1%
AND A MAXIMUM OF 5%
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect
4. Base drawing provided by KNY Architects
5. For Grading information refer to drawing by IBI Group. For servicing information refer to drawings by
IBI Group.
6. Landscape drawings show engineering information for design purposes only. Do not construct
engineering works from these drawings.
10. DISTANCE TO WATER TABLE: MAINTAIN A MINIMUM DISTANCE
OF 600mm BETWEEN BOTTOM OF PERMEABLE BASE AND WATER
TABLE
11. AGGREGATE COMPACTION THICKNESS: THE MINIMUM
AGGREGATE THICKNESSES ARE AFTER COMPACTION
Scale 1:10
NOTES:
PRECAST CONCRETE UNIT PAVERS 'TOWN HALL' BY UNILOCK
WITHIN STREETSCAPE ONLY
COLOUR TO BE AN EVENLY DISTRIBUTED 4-COLOUR BLEND OF:
25% OLD OAK
25% BURGUNDY RED
25% BURNT CLAY
25% BASALT
Subgrade Compacted to 98% SPD
25mm bedding layer of coarse sharp sand
Soldier course border
Precast Concrete Unit Pavers Town Hall 100x250mm by Unilock
Running bond pattern for main field
Joints to be filled with masonry
sand for Vehicular application
NOTE - REFER TO CIVIL DRAWINGS FOR CONCRETE
PAVING WITHIN MUNICIPAL RIGHT OF WAY
Paver Edge Restraint as
Specified
TOWN HALL UNIT
PAVERS, BY UNILOCK
HERRING BONE
PATTERN AS PER
LANDSCAPE
DRAWINGS
Double Holland Unit Pavers by
Unilock, or approved equal
Colour to be determined
150
Sod
CONCRETE PAVING
LIGHT BROOM FINISH
Course (concrete) Sand Bedding
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400mm Granular 'A' Base
Compacted to 98% SPD
PLAN
COMPACTED CRUSHED STONE
3
TYPICAL VEHICULAR UNIT PAVING ON GRADE
STREETSCAPE
4
Scale 1:10
COMPACTED SUBGRADE TO 90% R.D.
Granular 'A' Sub-base
Compacted To 95% Spd
Subgrade Compacted to 98%
5
UNIT PAVER WITH EDGER
Scale 1:10
DETAILS
POST SETTING 2438mm (96") CENTRE TO CENTRE
Smoothest Face
On Top
FILTER FABRIC TERRA FIX
270R OR APPROVED EQUAL
Armourstone (approx. 600 x
1000 x 400mm +/-) where
indicated on layout plans
92mm
3 5/8"
100-200mm
RIVER ROCK
MULTI-UNIT RESIDENTIAL
OLD BRONTE ROAD, OAKVILLE
SQUARE POST CAP
5MM CHAMFERED EDGES
CLEAR BETWEEN PICKETS
4 1/2"
25 (1")
SPECIFIED
MULCH
Varies, Refer to Plan
3 1/2"
25 (1")
Mulched Planting Bed
Armour Stone As
Specified
2" SQUARE ALUMINUM POST
Mulched Planting Bed
1/2" SQUARE ALUMINUM PICKETS
SPECIFIED
TOPSOIL
METAL LANDSCAPE
EDGING
CLEAR STONE
SUBGRADE
COMPACTED TO 98%
NOTES:
1.
2.
6
5
D1
Nonwoven Filter Cloth,
AMOCO 4546 or equivalent
overlap at joints 600mm MIN
Armourstone notes:
1.
2.
3.
4.
All stones shall be of a uniform thickness and rectangular in shape. Stones blasted from quarries with
irregular shapes or sharp edges will not be accepted.
A minor tolerance will be acceptable to adjust with adjacent grades and rock elevations to achieve the desired
purpose.
The Contractor shall contact the consultant for approval of stone at the extraction source or distribution facility
The Consultant reserves the authority to reject any material delivered to the site that is deemed unsuitable.
Granular base material and layout to be approved by Consultant prior to stone installation.
ALL MEASUREMENTS IN MILLIMETERS UNLESS OTHERWISE NOTED.
DO NOT SCALE DRAWINGS.
RIVER ROCK IN PLANTING BED
Scale 1:15
Granular Material
Compacted to 95%
SPD
7
FINISHED GRADE
PRE-PUNCHED ALUMINUM RAILS
FOR PICKET INSERTION
ARMOURSTONE IN PLANTING BED
Scale 1:10
CONCRETE FOOTING
SHOP DRAWINGS REQUIRED TO BE
APPROVED BY LANDSCAPE ARCHITECT
8
Aluminum Fence Detail
Scale 1:20
www.gspgroup.ca
GENERAL NOTES:
1. Drawings not to be used for construction unless authorized by the Landscape Architect
2. Contractor shall report any discrepancies between the drawings and site conditions prior to
commencement of the work
Pre-drilled foot of bench
or waste receptacle
75mm (approx) peastone for
mulch - fill gap between
top of rootball and bottom of grate.
3. All utility locates are the responsibility of the Contractor. Hand dig within the limits recommended by
the service utility. Utility conflicts with proposed tree locations must be reported immediately to the
Landscape Architect
Galvanized nut
4. Base drawing provided by KNY Architects
5. For Grading information refer to drawing by IBI Group. For servicing information refer to drawings by
IBI Group.
0.5" galvanized eyebolt
Permeable Pavers as
specified
Hole drilled in pavers
Galvanized washers
6. Landscape drawings show engineering information for design purposes only. Do not construct
engineering works from these drawings.
Joint filler and bedding
layer material
Permeable base
as specified
Reclaimed Wood (Joists)
Finished with Clear Coat
Geotextile filter
1800
775
1/2" I.D. internally-threaded
steel hollow rod galvanized
450
200
1/2" Hex bolt galv.
775
100
100
Galv. steel chain to be
installed with 'slack' on the line
to ensure chain is not stiff
Low permeability
undisturbed subgrade
steel galvanized 21" wide spacers
between timbers
50mm wide x 5mm thick steel
straps, powdercoated black
Compacted Granular 'B'
Steel anchor plate
75
NOTE:
Minimum Depths to base
of Silva Cell system
600
ALL WOOD USED IN BENCH CONSTRUCTION TO BE
RECLAIMED FROM THE BARN STRUCTURE LOCATED ON
SITE. SHOP DRAWINGS TO BE APPROVED FOLLOWING
ON-SITE INVENTORY OF AVAILABLE WOOD MEMBERS
50mm wide x 5mm thick steel
straps, powdercoated black
1800
1-Tier system = 920mm
2-Tier system = 1285mm
3-Tier system = 1650mm
NOTE:
Contractor to supply shop drawings
for review by consultant prior to installation
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NOTE: COLOUR TO BE BLACK. COLOUR
SAMPLE TO BE APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
NOTE:
Minimum Depths to base
of Silva Cell system
1-Tier system = 920mm
2-Tier system = 1285mm
3-Tier system = 1650mm
NOTE: COLOUR TO BE BLACK. COLOUR
SAMPLE TO BE APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
3
DETAILS
MULTI-UNIT RESIDENTIAL
OLD BRONTE ROAD, OAKVILLE
5
4
NOTE: COLOUR TO BE BLACK. COLOUR
SAMPLE TO BE APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
7
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