X

PROPOSED DECIDUOUS TREE

PROPOSED CONIFEROUS TREE

PROPOSED CONIFEROUS SHRUB

PROPOSED DECIDUOUS SHRUB

PROPOSED PERENNIAL

PROPOSED 1.2m WOOD RAIL FENCE

PROPOSED PRECAST CONCRETE CURB

PROPOSED DECIDUOUS TREE

PROPOSED RIVERSTONE

PROPOSED LIGHT STANDARD

FURNACE

ROOM

MODEL

SUITE

UP 5R

FURNACE

ROOM

MODEL

SUITE

UP 5R

XXXXXX

SOD

SOD

SOD

GRAVEL ACCESS ROAD

1.5m WALKWAY

RAMP 1:12

RAMP 1:12

DUNDAS STREET WEST

SOD SOD

SOD

SOD

SOD

SOD

MAX 3:1 SLOPE;

REFER TO ENG DWG

MAX 3:1 SLOPE;

REFER TO ENG DWG

MAX 3:1 SLOPE;

REFER TO ENG DWG

MAX 3:1 SLOPE;

REFER TO ENG DWG

MAX 3:1 SLOPE;

REFER TO ENG DWG

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project number

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R0 ISSUE FOR CLIENT APPROVALNOV. 26, 2018

AG

THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPE

PLANNING LIMITED AND SHALL NOT BE ALTERED, MODIFIED,

REVISED OR CHANGED WITHOUT THE WRITTEN CONSENT OF

LANDSCAPE PLANNING LIMITED. SEAL IS NOT VALID WITHOUT

SIGNATURE OF THE LANDSCAPE ARCHITECT. DRAWINGS

CANNOT BE USED FOR TENDER/CONSTRUCTION UNTIL SIGNED

BY LANDSCAPE ARCHITECT.

NOV. 26, 2018

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Suite 207, 95 Mural Street, Richmond Hill, Ontario L4B 3G2,Tel. 905.669.6838, www.landscapeplan.ca

JSAG

1:200

NOVEMBER 2018

LANDSCAPE PLAN

L-1

LEGEND:

DETAIL #

SHEET #

1

D-0

GENERAL CONSTRUCTION NOTES:

1. Contractor shall verify all dimensions and site conditions before proceeding with the work, and report

any discrepancies to the Landscape Architect before proceeding. No allowance shall be made on behalf

of the Contractor for failure to do so.

2. Landscape Architect is not responsible for accuracy of survey or engineering drawings. Refer to

appropriate drawings before proceeding with the work.

3. All existing utilities shown on the drawings are for reference purposes only. Contractor shall be

responsible for verifying and staking out the location of all existing utilities and services. Contractor shall

give utilities advance notice prior to digging and shall assume all liabilities of damage during construction.

All construction to be carried out in accordance with the most current design criteria standards and

specifications.

4. Contractor shall establish all property boundaries and corner stakes, and shall be responsible for all

costs of re-establishing them should they be disturbed.

5. Contractor shall review existing grades and report any discrepancies to the landscape architect.

Commencement of grading shall constitute acceptance of existing grades.

6. Contractor shall notify Landscape Architect 48 hours prior to commencement of work to coordinate

inspection schedules.

7. Contractor to confirm physical layout of all landscape and plantings with Landscape Architect before

proceeding.

8. Construction must conform to all applicable Codes and Regulations of all authorities having jurisdiction.

9. Refueling, lubrication and/or maintenance of construction vehicles is not permitted on site unless

approved by the owner in writing.

10. Contractor shall be responsible for any damage to existing streets, sidewalks, structures, and mature

trees to remain during construction of this project and shall repair such damage to the satisfaction of the

owner and the municipality at no additional cost.

11. No machine access or grade changes are permitted within the drip line of existing trees. Any roots or

branches which extend beyond the tree protection hoarding indicated on this plan which require pruning,

must be done in accordance with good aboricultural standards. Any excavations within the drip line must

be hand dug. Contractor to remove and dispose hoarding fencing upon construction completion.

12. The Contractor, upon acceptance of the contract, assumes complete responsibility and liability for the

job site during the course of construction, and will ensure public safety and cleanliness of municipal roads

near the site.

13. All drawings, specifications and related documents are the copyright of the Landscape Architect and

must be returned upon request. Reproduction of drawings, specifications and related documents in whole

or in part is forbidden without the Landscape Architect's permission. Drawings are not to be scaled.

14. Contractor responsible for the removal and off site disposal of all materials as required to facilitate

new construction.

TOPSOIL REQUIREMENTS:

1. Topsoil shall be a fertile, natural loam, capable of sustaining healthy growth; containing a minimum of 4% organic matter for clay loams and

2% organic matter for sandy loam, to a maximum of 25% by volume. Topsoil shall be loose and friable, free of subsoil, clay lumps, stones,

roots or any other deleterious material greater than 50mm diameter. Topsoil shall be free of all litter and toxic materials that may be harmful to

plant growth. Topsoil containing sod clumps, crabgrass, couchgrass or other noxious weeds is not acceptable. Topsoil shall not be delivered

or placed in a frozen or excessively wet condition. Topsoil acidity / alkalinity shall be in the range of 6.0pH to 7.5pH.

2. Topsoil depth requirements are as follows:

- Shrub Planting Beds: 500mm min. continuous depth

- Tree Planting Beds: 600mm min. continuous depth

- Sodded Areas: 150mm min. continuous depth

SERVICES, STAKEOUTS & PLANTING ADJUSTMENTS

1. Contractors shall obtain stakeouts from all Utilities prior to landscape installations.

GENERAL PLANTING AND BED PREPARATION NOTES:

PLANT PERFORMANCE:

1. All plant material shall be nursery stock conforming to the latest edition of the Canadian Standards for Nursery Stock as published by

the Canadian Nursery Landscape Association.

2. All plants shall be healthy, vigourous plants, free from defects, decay, disfiguring roots, sun-scald injuries, bark abrasions, plant

diseases and pests and all forms of infestations or objectionable disfigurements.

3. All plants shall be true to name, size, condition and quantity as per plan and plant list specifications.

4. All plant material shall be unwrapped prior to inspection. The Landscape Architect reserves the right to inspect all plant material and

reject all material that does not meet the standards listed herein.

5. Substitutions will not be accepted without prior written request by the consulting Landscape Architect . Additional plant quantities will

be required to compensate for approved reduction in size due to unavailability of materials, to the satisfaction of the Landscape Architect.

6. All trees shall be open-grown for wind-firmness. Trees shall not be leaning or have significant sweep, crook or bend. Deciduous

trees shall have approximately two-thirds of their total height in living branches. All trees shall have good crown shape and colour

(evergreens) characteristic of their species. Trees shall have a single dominant leader with no side branches taller / longer than the main

leader.

7. If required, trees shall be properly target pruned (never flush cut, trimmed, rounded-over, hedged, tipped or topped) and dead /

damaged branches shall be removed. Branches that cross-over each other or rub against each other, co-dominant leaders, and

branches growing upward inside the crown shall be properly pruned. Trees shall not be treated at any time with wound paint.

8. All trees shall have root ball sizes that meet or exceed nursery standards. Root balls shall be firm and structurally integral with the

trunk.

9. Shrubs and ground covers shall have full, well branched crowns typical of species or variety. Root systems shall be ample,

well-balanced and fibrous, capable of sustaining vigorous growth. Plants that are weak or thin, undersized, or have been cut back from

larger grades to meet specifications shall be rejected.

10. All sod shall be Turfgrass Nursery Sod conforming to the latest specifications of the Ontario Sod Association and the the Nursery

Sod Growers Association.

PROPOSED

ASPHALT PARKING

LOT; REFER TO

ARCH DWGS

(18) PRECAST

CONCRETE

PARKING CURB

LINE PAINTING

BY OTHERS

1.20m WOOD RAIL

FENCE. 5mLENGTH.

MODULAR SLAB PAVING.

TOTAL = 78 SQ. M.

ACCESSIBLE

SIGNS; REFER TO

ARCH DWGS

DECIDUOUS TREES

Count

Key

BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT SPREAD NOTE

4 AR Acer rubrum

Red Maple

60mm - W.B. - -

2 AFJ Acer x freemanii "Jeffersred"

Autumn Blaze Maple

60mm - W.B. - -

3 LT

Liriodendron tulipifera Tulip Tree

60mm - W.B. - -

DECIDUOUS SHRUBS

Count

Key

BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT SPREAD NOTE

45 Btr

Berberis thunbergii 'Rose Glow' Rose Glow Barberry

- - 3 GAL. - -

64 Ha

Hydrangea arborecsens "Annabelle" Annabelle Hydrangea

- - 3 GAL. - -

49

Ptg Potentilla fruticosa "Goldfinger" Goldstar Cinquefoil

- - 3 GAL. - -

41

Spa Spiraea bumalda "Anthony Waterer" Anthony Waterer Spirea

- - 3 GAL. - -

60

Spf Spiraea japonica "Goldflame" Goldflame Spirea

- - 3 GAL. - -

31 Wm

Weigela florida "Minuet" Minuet Weigela

- - 3 GAL. - -

CONIFEROUS TREES

Count

Key

BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT SPREAD NOTE

3 PG

Picea glauca White Spruce

- 250CM W.B.

6 TOE

Thuja occidentalis "Emerald"

Emerald Cedar - 200CM W.B. - -

CONIFEROUS SHRUBS

Count

Key

BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT SPREAD NOTE

10 Bu Buxus mic. var. insularis "Green Velvet" Green Velvet Boxwood - 45cm 3 GAL. - -

32 Txd Taxus media "Densiformis" Dense Yew - 40cm 3 GAL. - -

PERENNIALS

Count

Key

BOTANICAL NAME COMMON NAME CALIPER HEIGHT ROOT SPREAD NOTE

83 cak

Calamagrostis acutiflora "Karl Foerster"

Karl Foerster Feather

Reed Grass

- - 2 GAL. - -

195 hhr

Hemerocallis "Happy Returns" Happy Returns Daylily

- - 2 GAL. - -

109 hrr

Hemerocallis "Rosy Returns" Rosy Returns Daylily

- - 2 GAL. - -

40 msa

Miscanthus sinensis "Adagio" Adagio Maiden Grass

- - 2 GAL. - -

PLANT LIST

9

D-1

2

D-1

3

D-1

4

D-1

1

D-1

6

D-1

DECIDUOUS TREE

PLANTING

8

D-1

DECIDUOUS

SHRUB PLANTING

7

D-1

CONIFEROUS

TREE PLANTING

CONIFEROUS

SHRUB PLANTING

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DUNDAS STREET WEST

BURNHAMTHORPE RD

SALES

CENTRE

KEY MAP

N.T.S

DUNDAS STREET WEST

RIP RAP SPILLWAY

5

D-1

ARMOURSTONE

SINGLE COURSE

project number

project title

drawing number

drawing title

scale

date

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TREASURE HILL

PRESENTATION CENTRE

2018-127

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R0 ISSUE FOR CLIENT APPROVALNOV. 26, 2018

AG

THESE DRAWINGS ARE THE PROPERTY OF LANDSCAPE

PLANNING LIMITED AND SHALL NOT BE ALTERED, MODIFIED,

REVISED OR CHANGED WITHOUT THE WRITTEN CONSENT OF

LANDSCAPE PLANNING LIMITED. SEAL IS NOT VALID WITHOUT

SIGNATURE OF THE LANDSCAPE ARCHITECT. DRAWINGS

CANNOT BE USED FOR TENDER/CONSTRUCTION UNTIL SIGNED

BY LANDSCAPE ARCHITECT.

NOV. 26, 2018

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Suite 207, 95 Mural Street, Richmond Hill, Ontario L4B 3G2,Tel. 905.669.6838, www.landscapeplan.ca

N.T.S.

DETAILS

D-1

5

D-1

6

D-1

7

D-1

8

D-1

9

D-1

600

SECURED TOP, MIDDLE AND BOTTOM.

WOUND OPPOSITE TO WRAPPING.

BRANCH. SECURE WITH BINDER TWINE,

TOP OF BALL TO 300mm ABOVE FIRST

WRAPPING - APPROVED TREE WRAP FROM

PAINT "T-BAR" FLAT BLACK.

13mm RUBBER HOSE TO SUPPORT TREE.

TO RECEIVE #10 WIRE THREADED THROUGH

BARS, MINIMUM 2400mm LONG, PREDRILLED

GUYING - TWO 38*38*5mm STEEL "T"

DO NOT PRUNE LEADERS.

ING PROPER HORTICULTUREL PRACTICE.

OR OBJECTIONABLE BRANCHES FOLLOW-

BRANCHES BY 1/3 TO REMOVE DAMAGED

PRUNING - TO SUIT SPECIES - PRUNE

300

100mm SHREDDED PINE BARK MULCH,

ALL TREAT FARMS OR APPROVED

EQUAL.

MAINTAIN ORIGINAL GRADE OF TREE

BASE AFTER PLANTING OR SLIGHTLY

HIGHER TO SUIT SITE SOIL

CONDITIONS.

100mm DEEP, 600mm DIA. SAUCER

PLANTING SOIL:

6 PARTS GOOD QUALITY TOPSOIL

2 PARTS WELL ROTTED HORSE OR

COW MANURE

1 PART PEAT MOSS

1 LB. BONEMEAL PER CUBIC YARD

SOIL

CUT AND REMOVE BURLAP AND

WIRE BASKET FROM

THIS DETAIL DOES NOT REPRESENT

ANY PARTICULAR SPECIES.

SOIL MIXTURE SHOULD BE FIRMLY

COMPACTED TO ELIMINATE AIR

POCKETS OR PREVENT SETTLEMENT.

NOTES:

TOP 1/3 OF ROOT BALL.

NOTES:

POCKETS OR PREVENT SETTLEMENT.

COMPACTED TO ELIMINATE AIR

SOIL MIXTURE SHOULD BE FIRMLY

REPRESENT ANY PARTICULAR SPECIES.

THE ABOVE DETAIL DOES NOT

LEADERS.

SHAPE OF PLANTS. DO NOT CUT

DAMAGED BRANCHES. MAINTAIN NORMAL

NOT BE PRUNED EXEPT FOR DEAD OR

CONIFEROUS PLANT MATERIAL SHOULD

WIRE BASKET FROM

CUT AND REMOVE BURLAP AND

SOIL

1 LB. BONEMEAL PER CUBIC YARD

1 PART PEAT MOSS

COW MANURE

2 PARTS WELL ROTTED HORSE OR

6 PARTS GOOD QUALITY TOPSOIL

PLANTING SOIL:

100mm DEEP, 600mm DIA. SAUCER

CONDITIONS.

HIGHER TO SUIT SITE SOIL

BASE AFTER PLANTING OR SLIGHTLY

MAINTAIN ORIGINAL GRADE OF TREE

EQUAL.

ALL TREAT FARMS OR APPROVED

100mm SHREDDED PINE BARK MULCH,

BLACK RUBBER HOSE.

DIA. GALV. WIRE IN 13mm DIA.

3 GUYS - ONE PER STAKE, 2.4mm

INSTALLATION.

STAINED DARK BROWN BEFORE

120 DEGREES, SHARPENED ON ONE END,

39*39*2400mm LONG PINE STAKES AT

300

TOP 1/3 OF ROOT BALL.

DO NOT PRUNE LEADERS.

PROPER HORTICULTURAL PRACTICE.

OR OBJECTIONABLE BRANCHES FOLLOWING

BRANCHES BY 1/3 TO REMOVE DAMAGED

PRUNING - TO SUIT SPECIES - PRUNE

100mm SHREDDED PINE BARK MULCH,

ALL TREAT FARMS OR APPROVED

EQUAL.

MAINTAIN ORIGINAL GRADE OF SGRUB

BASE AFTER PLANTING OR SLIGHTLY

HIGHER TO SUIT SITE SOIL

CONDITIONS.

100mm DEEP, 600mm DIA. SAUCER

PLANTING SOIL IN CONTINUES BEDS :

6 PARTS GOOD QUALITY TOPSOIL

2 PARTS WELL ROTTED HORSE OR

COW MANURE

1 PART PEAT MOSS

1 LB. BONEMEAL PER CUBIC YARD

SOIL

CUT AND REMOVE BURLAP FROM

TOP 1/3 OF ROOT BALL OR

THIS DETAIL DOES NOT REPRESENT

ANY PARTICULAR SPECIES.

SOIL MIXTURE SHOULD BE FIRMLY

COMPACTED TO ELIMINATE AIR

POCKETS OR PREVENT SETTLEMENT.

NOTES:

REMOVE ENTIRE FIBRE POT.

FOR BARE ROOT SET PLANT AT ORIGINAL

DEPTH OR SLIGHTLY HIGHER AND SPREAD

OUT ROOTS, GENTLY BACK FILL WITH

SOIL MIX IN LAYERS, WORKING SOIL

BETWEEN ROOTS. FIRM SOIL, WATER WELL

UPON COMPLETION.

CONIFEROUS PLANT MATERIAL SHOULD

NOT BE PRUNED EXEPT FOR DEAD OR

DAMAGED BRANCHES. MAINTAIN NORMAL

SHAPE OF PLANTS. DO NOT CUT

LEADERS.

DECIDUOUS TREES PLANTING

N.T.S.

DECIDUOUS SHRUB PLANTING

N.T.S.

CONIFEROUS TREES PLANTING

N.T.S.

50mm DIA. CRUSHER-RUN LIMESTONE; COMPACTED TO 98%S.P.M.D.D. (DEPTH VARIES)

19mm DIA. CRUSHER-RUN LIMESTONE. COMPACTED TO 98%S.P.M.D.D.

40mm HL3 ASPHALT PAVING TO 98% S.P.D.

50mm HL8 ASPHALT PAVING TO 98% S.P.D.

COMPACTED SUBGRADE 98% S.P.M.D.D. -- DISTURBED SUBGRADE 95% S.P.M.D.D. -- UNDISTURBED SUBGRADE 100% S.P.M.D.D. -- ENGINEERED FILL

NOTES:

1. AS REQUIRED. CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY IF UNSUITABLE OR UNSTABLE SUBGRADE IS ENCOUNTERED, SUCH ASEXCESSIVE TOPSOIL, SOFT SPOTS, &/OR ORGANIC MATTER. METHODS &/OR MATERIAL MUST BE APPROVED BY THE OWNER PRIOR TO COMMENCINGWITH WORK. SUBGRADE TO BE CONSOLIDATED & TESTED TO 98% S.P.M.D.D. MIN.; ENGINEERED FILL TO BE CONSOLIDATED & TESTED TO 100%S.P.M.D.D.

2. ASPHALT EDGE TO BE 45 DEGREES, TAMPED TO FORM UNIFORMLY, SMOOTH, CLEAN EDGES, WITHOUT LATERAL DEVIATIONS.3. GRANULAR EDGE TO EXTEND MIN. 150mm BEYOND ASPHALT.4. SOD TO MEET & MATCH EXISTING GRADES, WITH SMOOTH TRANSITIONS AT A MAXIMUM SLOPE OF 4:1.5. ALL SEEDED &/OR SODDED AREAS SHALL BE 25mm BELOW THE FINISH ELEVATION OF ASPHALT.6. GRADE WALKWAY WITH A 2% CROSS-SLOPE OR AS DIRECTED ON SITE. PONDING WATER ON ASPHALT WALKWAYS WILL NOT BE ACCEPTED.7. ALL MEASUREMENTS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.8. REFER TO LANDSCAPE PLAN.

9020

020

0

ASPHALT PAVING

N.T.S.

100mm SHREDDED PINE BARK MULCH,

ALL TREAT FARMS OR APPROVED

EQUAL.

MAINTAIN ORIGINAL GRADE OF SHRUB

BASE AFTER PLANTING OR SLIGHTLY

HIGHER TO SUIT SITE SOIL

CONDITIONS.

100mm DEEP, 600mm DIA. SAUCER

PLANTING SOIL:

6 PARTS GOOD QUALITY TOPSOIL

2 PARTS WELL ROTTED HORSE OR

COW MANURE

1 PART PEAT MOSS

1 LB. BONEMEAL PER CUBIC YARD

SOIL

CUT AND REMOVE BURLAP FROM

TOP 1/3 OF ROOT BALL OR

CONIFEROUS PLANT MATERIAL SHOULD

NOT BE PRUNED EXEPT FOR DEAD OR

DAMAGED BRANCHES. MAINTAIN NORMAL

SHAPE OF PLANTS. DO NOT CUT

THIS DETAIL DOES NOT REPRESENT

ANY PARTICULAR SPECIES.

SOIL MIXTURE SHOULD BE FIRMLY

COMPACTED TO ELIMINATE AIR

POCKETS OR PREVENT SETTLEMENT.

NOTES:

REMOVE ENTIRE FIBRE POT.

300

CONIFEROUS SHRUB PLANTING

N.T.S.

2

D-1

NOTES:

1. AS REQUIRED. CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY IF UNSUITABLE OR UNSTABLE SUBGRADE ISENCOUNTERED, SUCH AS EXCESSIVE TOPSOIL, SOFT SPOTS, &/OR ORGANIC MATTER. METHODS &/OR MATERIAL MUST BEAPPROVED BY THE OWNER PRIOR TO COMMENCING WITH WORK. SUBGRADE TO BE CONSOLIDATED & TESTED TO 98%S.P.M.D.D. MIN.; ENGINEERED FILL TO BE CONSOLIDATED & TESTED TO 100% S.P.M.D.D.

2. WHERE REQUIRED, CUT UNIT PAVERS WITH AN APPROVED CUTTER TO FIT ACCURATELY, NEATLY AND WITHOUT DAMAGEDEDGES.

3. AFTER LAYING UNIT PAVERS ON UN-COMPACTED, SCREENED SAND BEDDING OR HIGH PERFORMANCE BEDDING COURSE,COMPACT ENTIRE PAVED AREA TO ACHIEVE CONSOLIDATION OF THE BEDDING USING A SUITABLE PLATE COMPACTOR.

4. AFTER COMPACTION, JOINTING SAND SHALL BE SPREAD OVER PAVING AND SWEPT INTO JOINTS5. GRANULAR EDGE TO EXTEND MIN 150mm BEYOND CONCRETE.6. GRADE WALKWAY WITH A MIN 2% CROSS-SLOPE OR AS DIRECTED ON SITE. PONDING WATER ON UNIT PAVING WALKWAYS

WILL NOT BE ACCEPTED.7. SOD TO MEET & MATCH EXISTING GRADES, WITH SMOOTH TRANSITIONS AT A MAXIMUM SLOPE OF 4:1.8. ALL SEEDED &/OR SODDED AREAS SHALL BE 25mm BELOW THE FINISH ELEVATION OF UNIT PAVING WALKWAY.9. ALL MEASUREMENTS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.10. REFER TO LANDSCAPE PLAN.

MODULAR SLAB PAVING

N.T.S.

MIN 2% SLOPE OR ASPER GRADING PLAN

JOINT FILL MATERIAL: 3mm POLYMERIC SAND

FINISHED GRADE150

LEVELING COARSE: TO BE HIGH PERFORMANCE BEDDINGOR CLEAR WELL GRADED MASONRY SAND CSA.A23.1-1973LOOSELY SPREAD TO A UNIFORM DEPTH OF 50mm

ALUMINUM EDGE RESTRAINT; INSTALLED ON BOTH SIDES(IF REQUIRED) AND ADJACENT TO SODDED, SEEDED ORPLANTING BEDS

GRANULAR A. COMPACTED TO 98%S.P.M.D.D.

COMPACTED SUBGRADE 98% S.P.M.D.D. -- DISTURBED SUBGRADE 95% S.P.M.D.D. -- UNDISTURBED SUBGRADE 100% S.P.M.D.D. -- ENGINEERED FILL

5020

0CONCRETE UNIT PAVERS; REFER TO NOTESBELOW FOR PAVER TYPE, COLOUR AND PATTERN

CONCRETE UNIT PAVER BORDER; REFER TO NOTESBELOW FOR PAVER TYPE, COLOUR AND PATTERN

CONCRETE UNIT PAVER SCHEDULE

LOCATION MANUFACTURER TYPE PATTERN COLOUR/FINISH

INFILL ARMTECLEDGEROCK -

610mmx610mmx45mmSTONE

STACKED CHARCOAL/SHOTBLAST

50 x 150 BOTTOM RAIL

140 x 140 POST

30 DEGREE CHAMFER TOP

50 x 150 TOP RAIL

VARIES; REFER TO SHEET L-2

SET INTO POST NOTCH

SET INTO POST NOTCH

12

00

25

0

3-50 x 150 HORIZONTAL RAILS

140 x 140 POST

POURED CONCRETE FOOTING 350mm Ø

10

0

50

10

0 M

IN

CROSS-SECTION B-B

CROSS-SECTION A-A

A

A

BB

650 x 20 x 50 NOTCH

15

0

UNDISTURBED NATURAL

SOIL OR FILL COMPACTED

TO 98% SPD.

350

10

00

M

IN

17

5

15

0

NOTES:

1. FENCE TO BE BUILT WITH PRESSURE TREATED LUMBER.

2. FENCE NOT TO BE STAINED.

3. SCREWS SHALL BE GALVANIZED CONFORMING TO CSA STANDARD G164.

4. STEP FENCE PANELS MAXIMUM OF 150mm AT POSTS AS REQUIRED BY GRADE

CONDITIONS.

5. ALL LUMBER SIZES ARE ACTUAL SIZES RATHER THAN NOMINAL SIZES.

6. CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF 32MPa @ 28 DAYS

WITH 5-7% AIR ENTRAINMENT.

7. REFER TO SHEET L-1 FOR FENCE LOCATION

8. ALL FENCE POST LAYOUTS TO BE REVIEWED BY INSPECTOR PRIOR TO

INSTALLATION OF FENCE POSTS AND PANELS

POST TO EXTEND MIN

1000mm INTO

POURED CONCRETE

FOOTING

350mm FOOTING HOLE

(TYPICAL)

POURED CONCRETE FOOTING

WOOD SCREWS:

#10 x 100mm

COUNTERSINKING

WOOD SCREW

CONNECTIONS AT TOP

AND BOTTOM OF RAIL

15

0

17

5

50 x 150 MIDDLE RAIL

SET INTO POST NOTCH

1.20m WOOD RAIL FENCE

N.T.S.

PRECAST CONCRETE PARKING CURB

N.T.S.

NOTES:

1. CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY IF UNSUITABLE OR UNSTABLE SUBGRADE IS ENCOUNTERED, SUCH AS EXCESSIVE TOPSOIL,SOFT SPOTS, &/OR ORGANIC MATTER. METHODS &/OR MATERIAL MUST BE APPROVED BY THE OWNER PRIOR TO COMMENCING WITH WORK. SUBGRADETO BE CONSOLIDATED & TESTED TO 98% S.P.M.D.D. MIN.; ENGINEERED FILL TO BE CONSOLIDATED & TESTED TO 100% S.P.M.D.D.

2. REBAR TO BE DRIVEN INTO SUBASE; MIN 600mm. TWO (2) REBAR PER PRECAST PARKING CURB.3. ALL MEASUREMENTS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.4. REFER TO LANDSCAPE PLAN.

150

600

125280150

PRECAST PARKING CURB (220KG) BY BROOKLIN CONCRETEOR APPROVED EQUAL

ADJACENT SURFACEVARIES; REFER TO PLAN

REBAR INTO CRUSHER-RUN LIMESTONEAND SUBGRADE; MIN 600mm

GRANULAR B COMPACTED TO 98%S.P.M.D.D. (DEPTH VARIES)

GRANULAR A COMPACTED TO 98%S.P.M.D.D.

1

D-1

3

D-1

4

D-1

ARMOURSTONE - SINGLE COURSE

N.T.S.

NOTES:

1. AS REQUIRED. CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY IF UNSUITABLE OR UNSTABLE SUBGRADE IS ENCOUNTERED, SUCHAS EXCESSIVE TOPSOIL, SOFT SPOTS, &/OR ORGANIC MATTER. METHODS &/OR MATERIAL MUST BE APPROVED BY THE OWNER PRIOR TOCOMMENCING WITH WORK. SUBGRADE TO BE CONSOLIDATED & TESTED TO 98% S.P.M.D.D. MIN.; ENGINEERED FILL TO BE CONSOLIDATED &TESTED TO 100% S.P.M.D.D.

2. STONES OF DIFFERENT SIZES SHALL BE USED, EVERY EFFORT TO BE MADE TO ACHIEVE THE APPEARANCE OF A NATURAL ROCK OUTCROP.3. STONE SIZES SHALL VARY FROM MIN 700-1000mm WIDE x 600mm HIGH x 1000mm LONG.4. SET BOTTOM OF BASE ARMOURSTONE MIN 100mm BELOW FINISHED GRADE.5. ARMOURSTONE WALLS HIGHER THAN 1000mm TO BE CERTIFIED BY STRUCTURAL ENGINEER LICENSED TO PRACTICE IN ONTARIO.6. ARMOURSTONES SHALL ABUT ONE ANOTHER TIGHTLY. MAXIMUM TOLERANCE FOR GAPS BETWEEN STONES SHALL BE 75mm.7. WALL TOP TO BE CONSTANT; STEP AS REQUIRED OR AS SHOWN; REFER TO GRADING PLAN.8. CONSULTANT TO REVIEW & APPROVE WALL LAYOUT PRIOR TO PLACEMENT OF WALL.9. HAVE A GEOTECHNICAL ENGINEER REVIEW SOIL CONDITIONS PRIOR TO PLACING GRANULAR FILL BASE COURSE.10. ALL MEASUREMENTS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.11. REFER TO LANDSCAPE PLAN.

100

HEIG

HT V

ARIE

S;RE

FER

TO G

RADI

NG P

LAN

50

200

700 MIN

TOP SOIL AND SOD; SLOPEAWAY FROM WALL MIN 2%

TERRAFIX 270R NON WOVEN FILTERFABRIC OR APPROVED EQUAL

19mm DIA. CRUSHER-RUNLIMESTONE. COMPACTED TO 98%S.P.M.D.D.

19mm DIA. CLEARSTONE

100mm DIA. PERFORATED DRAINAGEPIPE; REFER TO GRADING PLAN FORLAYOUT AND DISCHARGE

COMPACTED SUBGRADE 98% S.P.M.D.D. -- DISTURBED SUBGRADE 95% S.P.M.D.D. -- UNDISTURBED SUBGRADE 100% S.P.M.D.D. -- ENGINEERED FILL

ARMOURSTONE TO BE PLACED IN ANATURAL-LOOKING MANNER.

COLOUR TO BE DETERMINEDTOP SOIL AND SOD; SLOPEAWAY FROM WALL MIN 2%

50