8.60

8.6210.88

9.78

3.00

14.00

14.00

12.50

9.61SET BACK

0.91 0.92

EL.86.48 m EL.86.55 m EL.86.63 m

3.06

SIGHT

TRIANGLE

PAVERS

WALKWAY

EL.86.30 m EL.86.41 m

PAVERS

WALKWAY

PAVERS

WALKWAY

PAVERS

WALKWAY

PAVERS

WALKWAY

8 9

10

11

12 13

14

P15

17

1829

31

P36

38

39

414243

4445

4R DN

RETAINING WALL

1.55 METERS -CONCRETESIDEWALK

HC

VRETAINING WALL

FIRE ROUTE

RETAINING WALL

RETAINING WALL

SHORT TERM BICYCLE PARKING

LANDS.AREA

CONCRETE SIDEWALK

CONCRETE SIDEWALK

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

DEPRESSED CURB

SNOW REMOVAL AREA = 76.24 M2

4.20

V

V

DEPRESSED CURB

SLOP

E 3:1

MAX

PROPERTY LINE

CONCRETE SIDEWALK

RET. WALL

3R U

PEL

.85.90

m

EL.86

.91m

EL.86

.31m

4R U

P

EL.86.91m

EL.83

.61 m

19R

UP

13R DN

RET. WALL

1.11

1R D

N

SLOPE 5.0%

1R U

P

SLOPE 2%

GRADE @GARAGE

SLAB= +.150185.013

84.64

86.90

1R DN

DEPRESSED CURB

SET BACK

F.F.E. 88.00M F.F.E.87.40M F.F.E.86.80M

-LA

ND

SC

AP

E A

RE

A -

GA

RA

GE

B

ELO

W

BLOCK 1- 3 STOREY

22 BACK TO BACK TOWNS

PORCH

PATIO

EL.86.95 m

EL.86

.92 m

EL.87

.07 m

34.84m

LANDSCAPEDAREA

PORCH

EL.87.08 m

EL.86.98 m

EL.87.08 m

PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 mEL.87.40m

PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO

EL.87.40m

EL.87.25 m

EL.88.00 m EL.88.00 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m

4.46

6.94

EL.87.28m

PAVERS

WALKWAY

EL.87.88 m

EL.87.08 m

EL.85.96m

EL.87.28mEL.87.28mEL.87.28m

32.32m

PAVERS

WALKWAY

PORCH

PATIO

PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH

PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO

4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 5.98

STAIR

EL.88.00 m EL.88.00 m

EL.86

.01m

MODEL

3BE-2

MODEL

3BI

MODEL

3BI

MODEL

3BE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

MODEL

3BE-2

MODEL

3BI

MODEL

3BI

MODEL

3BE

ROOF

TERRACE

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

ROOF

TERRACE

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

U-1 U-2 U-3 U-4 U-5 U-6 U-7 U-8 U-9 U-10 U-11

U-22 U-21 U-20 U-19 U-18 U-17 U-16 U-15 U-14 U-13 U-12

2.05

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

SET BACK

EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.86.65 m

EL.87.85m EL.87.85m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.86.65m

ROOF

TERRACE

ROOF

TERRACE

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

8.60

8.6210.88

9.78

3.00

14.00

14.00

12.50

9.61SET BACK

0.91 0.92

EL.86.48 m EL.86.55 m EL.86.63 m

3.06

SIGHT

TRIANGLE

PAVERS

WALKWAY

EL.86.30 m EL.86.41 m

PAVERS

WALKWAY

PAVERS

WALKWAY

PAVERS

WALKWAY

PAVERS

WALKWAY

8 9

10

11

12 13

14

P15

17

1829

31

P36

38

39

414243

4445

4R DN

RETAINING WALL

1.55 METERS -CONCRETESIDEWALK

HC

VRETAINING WALL

FIRE ROUTE

RETAINING WALL

RETAINING WALL

SHORT TERM BICYCLE PARKING

LANDS.AREA

CONCRETE SIDEWALK

CONCRETE SIDEWALK

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

DEPRESSED CURB

SNOW REMOVAL AREA = 76.24 M2

4.20

V

V

DEPRESSED CURB

SLOP

E 3:1

MAX

PROPERTY LINE

CONCRETE SIDEWALK

RET. WALL

3R U

PEL

.85.90

m

EL.86

.91m

EL.86

.31m

4R U

P

EL.86.91m

EL.83

.61 m

19R

UP

13R DN

RET. WALL

1.11

1R D

N

SLOPE 5.0%

1R U

P

SLOPE 2%

GRADE @GARAGE

SLAB= +.150185.013

84.64

86.90

1R DN

DEPRESSED CURB

SET BACK

F.F.E. 88.00M F.F.E.87.40M F.F.E.86.80M

-LA

ND

SC

AP

E A

RE

A -

GA

RA

GE

B

ELO

W

BLOCK 1- 3 STOREY

22 BACK TO BACK TOWNS

PORCH

PATIO

EL.86.95 m

EL.86

.92 m

EL.87

.07 m

34.84m

LANDSCAPEDAREA

PORCH

EL.87.08 m

EL.86.98 m

EL.87.08 m

PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 mEL.87.40m

PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO

EL.87.40m

EL.87.25 m

EL.88.00 m EL.88.00 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m

4.46

6.94

EL.87.28m

PAVERS

WALKWAY

EL.87.88 m

EL.87.08 m

EL.85.96m

EL.87.28mEL.87.28mEL.87.28m

32.32m

PAVERS

WALKWAY

PORCH

PATIO

PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH

PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO

4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 5.98

STAIR

EL.88.00 m EL.88.00 m

EL.86

.01m

MODEL

3BE-2

MODEL

3BI

MODEL

3BI

MODEL

3BE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

MODEL

3BE-2

MODEL

3BI

MODEL

3BI

MODEL

3BE

ROOF

TERRACE

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

ROOF

TERRACE

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

U-1 U-2 U-3 U-4 U-5 U-6 U-7 U-8 U-9 U-10 U-11

U-22 U-21 U-20 U-19 U-18 U-17 U-16 U-15 U-14 U-13 U-12

2.05

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

SET BACK

EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.86.65 m

EL.87.85m EL.87.85m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.86.65m

ROOF

TERRACE

ROOF

TERRACE

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

tmd15

haa8

15tmd

haa817

ssmn

17ssmn

tmd12

haa8

17ssmn

tmd15

haa8

15ssmn

tmd15

8haa

11ssmnTC

3LT3

1ALAM

22hqoh

12haa

7haa

29tmd

1ASL

2UB

QA2

1ASL

1UB

1ASL

2QA

ASL2

2ASL

3ALAM

28tmd

20hqoh

LG30

csf33

csf5

1:150

LP-100

LANDSCAPE CONCEPT PLAN

1LP-100

LANDSCAPE CONCEPT PLAN1:150

0 10m

1:1501 2 3 4 5

PROJECT NO.:

DATE:

SCALE:

CHECKED:

DRAWN:

DRAWING

PROJECT

revision

signed

no.

date

date by

CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE JOB AND REPORT ANYDISCREPANCY TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THEWORK.ALL DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND THEPROPERTY OF THE LANDSCAPE ARCHITECT WHICH MUST BE RETURNED AT THECOMPLETION OF THE WORK.ALL DRAWINGS TO BE USED FOR CONSTRUCTION ONLY WHEN SIGNED BY THELANDSCAPE ARCHITECT.

NOT FOR CONSTRUCTION

CLIENT

SHEET NO.:

info@terraplan.ca www.terraplan.ca20 Champlain Blvd. Suite 102 - Toronto ON - M3H 2Z1

174 Lakeshore Avenue

MDC

CR

2017-05-10

17-151

BIDDINGTON HOMES

01 Issued for client review 2017-05-12 MDC

02 Issued for Site Plan Submission 2017-09-14 CR

03 Issued for Coordination 2018-03-23 CR

04 Issued for Town Review 2018-03-29 CR

05 Issued for Site Plan Submission 2018-06-22 CR

Note:Refer to arborist report for tree protection plan,prepared by Kuntz Forestry.

LEGEND

EXISTING TREE TO BE PRESERVED

PROPOSED PLANTING

CONCRETE PAVING

LOCKSTONE UNIT PAVERS TO BE

DETERMINED

SOD

LAKESHORE AVENUE WEST

BROOKFIELD ROAD

GENERAL NOTES:1. ALL DRAWINGS ARE IN METRIC SCALE. DIMENSIONS UNDER1000 MM ARE SHOWN AS A WHOLE NUMBER. ALL DIMENSIONSARE GIVEN TO FACE OF CURB AND FACE OF FOUNDATION ANDSITE WALLS, UNLESS OTHERWISE INDICATED.2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PROVINCIALOR LOCAL MUNICIPAL PERMITS REQUIRED. ALLCONSTRUCTION SHALL CONFORM TO PROVINCIAL AND LOCALMUNICIPAL STANDARDS AND CODES THAT PERTAIN TO THESITE UNDER CONSTRUCTION.3. CONTRACTOR SHALL ARRANGE FOR UTILITY STAKINGPRIOR TO START OF CONSTRUCTION. IT IS THE CONTRACTORSRESPONSIBILITY TO VISIT THE SITE PRIOR TO CONSTRUCTIONTO BECOME FAMILIAR WITH EXISTING CONDITIONS. IF ANYDISCREPANCIES EXIST BETWEEN THE DRAWINGS AND ACTUALSITE CONDITIONS, CONTRACTOR SHALL BRING THIS TO THEATTENTION OF THE LANDSCAPE ARCHITECT.4. EXISTING UNDERGROUND UTILITIES SHOWN ON THEDRAWINGS ARE PLOTTED FROM ORIGINAL SITE DRAWINGSAND/OR SITE TOPOGRAPHIC SURVEY. EVERY ATTEMPT HASBEEN MADE TO SHOW ALL UTILITY LINES WHERE THEY EXIST.CONTRACTOR SHALL USE EVERY PRECAUTION IN EXCAVATINGSINCE ACTUAL UNDERGROUND UTILITIES MAY NOT BE ASSHOWN. CONTRACTOR SHALL MAKE HIMSELF THOROUGHLYFAMILIAR WITH ALL UNDERGROUND UTILITY LOCATIONS PRIORTO ANY EXCAVATION AND VERIFY LOCATIONS AND DEPTHS OFALL UTILITIES.5. CONTRACTOR SHALL PROVIDE HIS OWN LAYOUT, GRADING,STAKING, AND SURVEYING REQUIRED FOR CONSTRUCTION.REFER TO EXISTING SURVEY FOR BENCHMARKS AND OTHEREXISTING INFORMATION. CONTRACTOR SHALL FIELD VERIFYLAYOUT PRIOR TO CONSTRUCTION.6. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEWCONSTRUCTION FROM DAMAGE. SHOULD ANY DAMAGEOCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRSAT NO COST TO THE OWNER.7. CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERCONTRACTORS ON SITE.8. PROVIDE BARRIERS OR OTHER PROTECTION TO KEEPVEHICULAR AND PEDESTRIAN TRAFFIC AWAY FROMCONSTRUCTION AREA AND OFF NEWLY PAVED AREAS BEFOREASPHALT OR CONCRETE HAS CURED. DO NOT LEAVE ANYHOLES OPEN OVERNIGHT.9. KEEP AREA OUTSIDE CONSTRUCTION ZONE CLEAN ANDUSABLE BY OTHERS AT ALL TIMES.10. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL PROPOSEDMATERIALS FOR APPROVAL PRIOR TO PLACING ORDERS.11. ALL WORK SHALL BE INSPECTED BY LANDSCAPEARCHITECT PRIOR TO PAYMENT APPROVAL.12. CONTRACTOR SHALL PROVIDE MARKED-UP REDLINEPLANS SHOWING AS-BUILT SITE CONDITIONS TO THELANDSCAPE ARCHITECT, PRIOR TO OBTAINING APPROVAL OFSUBSTANTIAL COMPLETION.13. AT ALL EDGES OF EXISTING SIDEWALK OR CURB AGAINSTWHICH NEW CONCRETE IS TO BE PLACED, SAWCUT ANDREMOVE EXISTING CONCRETE BACK TO THE NEARESTCONTRACTION JOINT TO PROVIDE A SMOOTH TRANSITION TOTHE NEW CONCRETE.14. INSTALL EXPANSION JOINTS AT ALL LOCATIONS WHERENEW CONCRETE MEETS EXISTING CONCRETE PAVEMENT,SLABS, OR FOOTINGS.15. INSTALL EXPANSION JOINTS AS SHOWN, OR AT MAXIMUM 9METER INTERVAL.

PLANTING NOTES:1. ALL PLANTING AND INSTALLATION IN RIGHT OF WAY SHALLMEET LOCAL MUNICIPAL STANDARDS AND SPECIFICATIONS.2. LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORKWITH OTHER CONTRACTORS ON SITE TO MINIMIZE DAMAGE TOCOMPLETED LAWN AND PLANT MATERIAL INSTALLATION.3. IF ANY DISCREPANCY EXISTS BETWEEN THE QUANTITIES,SIZES OR MATERIALS INDICATED ON THE PLAN AND SHOWN INTHE PLANT LIST, THE PLAN SHALL GOVERN.4. IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TOVISIT THE SITE PRIOR TO START OF WORK, TO BECOMEFAMILIAR WITH EXISTING CONDITIONS AT THE SITE.5. THE EARTHWORK CONTRACTOR IS RESPONSIBLE FORROUGH GRADING OF SUBGRADE BELOW LAWN ANDLANDSCAPE AREAS.6. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FORRESPREADING TOPSOIL, FINE GRADING AND PREPARATION OFALL LAWN AND LANDSCAPE AREAS.7. LANDSCAPE CONTRACTOR SHALL PROVIDE SOIL TESTANALYSIS FOR ALL SOIL USED ON PROJECT. COPIES OF SOILANALYSIS SHALL BE PROVIDED TO LANDSCAPE ARCHITECTPRIOR TO ANY LANDSCAPE CONSTRUCTION.8. PRIOR TO SPREADING TOPSOIL, LANDSCAPE CONTRACTORSHALL INSPECT AND ACCEPT ALL BASE GRADES. ANYDEVIATION FROM LINE AND GRADE INDICATED ON THEGRADING PLAN SHALL BE CORRECTED BY EARTHWORKCONTRACTOR BEFORE PLACING ANY TOPSOIL.9. BEFORE PLANT MATERIAL INSTALLATION BEGINS, STAKELOCATIONS OF NEW PLANT MATERIAL AND NOTIFYLANDSCAPE ARCHITECT FOR APPROVAL. NOTIFY LANDSCAPEARCHITECT ONE WEEK MINIMUM PRIOR TO TENTATIVE DATEOF STAKING.10. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IFAREAS OF POOR DRAINAGE OR OTHER UNUSUALSUBSURFACE CONDITIONS ARE ENCOUNTERED DURINGEXCAVATION FOR PLANTING PITS.11. ALL GRADING, UTILITY, AND IRRIGATION WORK SHALL BECOMPLETED PRIOR TO INSTALLATION OF PLANT MATERIALAND LANDSCAPE MULCH.12. ALL PLANT MATERIAL SHALL BE GROWN IN CLAY SOIL. ALLSHRUBS SHALL BE GROWN IN FIBRE POT CONTAINERS. ALLTREES SHALL BE NURSERY GROWN AND TRANSPLANTEDUSING THE BALL AND BURLAP METHOD.13. ALL SHRUBS AND CONIFEROUS PLANTINGS SHALL BEINSTALLED IN CONTINUOUS PLANTING BEDS.14. ALL SHRUB BEDS ADJACENT TO LAWN AREAS SHALL HAVEA SPADED EDGE BORDER, UNLESS METAL EDGE BORDER ISSPECIFIED. BORDER SHALL BE CUT 80MM DEEP AT A 45°ANGLE, SO THERE IS A CLEAR AND WELL DEFINEDSEPARATION BETWEEN THE PLANTING BEDS AND SODDEDAREAS.15. ALL SHRUB BED AREAS SHALL HAVE A MINIMUM 80MMTHICK LAYER OF LANDSCAPE MULCH.16. PRE-EMERGENT HERBICIDE SHALL BE USED UNDERMULCH IN ALL LARGE BED AREAS.17. CONTRACTOR SHALL SEED ALL AREAS DISTURBED BYCONSTRUCTION NOT DESIGNATED TO BE SODDED.18. WHERE PROJECT SITE IS TO BE SODDED, CONTRACTORSHALL PROVIDE NEW TOPSOIL AND SOD IN ANY ADJACENTRIGHT OF WAY FROM PROPERTY LINE TO BACK OF MUNICIPALCURB.19. CONTRACTOR SHALL WORK OVER LAWN AREAS THATHAVE REMAINED PARTIALLY INTACT, TOP DRESSING WITHSOIL, SCARIFYING, AND SEEDING TO FORM A SMOOTH, FULL,EVEN LAWN, FREE OF BARE SPOTS, INDENTATIONS, ANDWEEDS.20. LANDSCAPE CONTRACTOR SHALL COORDINATE PLANTINGSCHEDULE WITH IRRIGATION CONTRACTOR TO ENSUREPROPER WATERING OF PLANTED AND SEEDED AREAS AFTERINSTALLATION. LANDSCAPE CONTRACTOR SHALLCOORDINATE PLANTING WITH IRRIGATION CONTRACTOR TOMINIMIZE CONFLICTS BETWEEN PLANTS AND SPRINKLERHEADS AND LINES.21. SEED MIX FOR LAWN AREAS SHALL BE ___EDIT______,FROM ___EDIT___, AS FOLLOWS:

20% FESCUEEDIT 10% RYE GRASS

20% BLUE GRASS50% BLUE GRASS

SEED AT A RATE OF 4-6 POUNDS PER 1,000 SF OR 175-200POUNDS PER ACRE.21. SEED MICRO CLOVER (TRIFOLIUM REPENS) IN AREASINDICATED, AS FOLLOWS:

MICRO CLOVER SEED SUPPLIED BY:GROUND SOLUTIONS CANADACONTACT: STEFAN BARTHTEL: (905) 634-8795E-MAIL / STEFAN@GROUNDSOLUTIONS.CA /INFO@GROUNDSOLUTIONS.CAWWW.GROUNDSOLUTIONS.CA.

APPLY MICRO CLOVER SEED AT A RATE OF 1-1.8 KG PER 100M2.SEED MIX SHALL BE BROADCAST OR HYDROSEEDED. IFBROADCAST METHOD IS USED, A COVER LAYER OFHYDROMULCH SHALL BE SPRAYED OVER THE TOP AFTERBROADCASTING. REFER TO SEEDING AND HYDROSEEDINGSPECIFICATIONS.

1LD-101

UNIT PAVER SECTION

4LD-101

TYP. BIKE RACK

1.8M HT PRIVACY FENCE

7LD-101

1.8M HT WOOD SCREEN FENCE

ROOT BREAK

OUT ZONES

ROOT BREAK

OUT ZONES

TREE PRESERVATION FENCING

RETAINING

WALL. REFER TO

ENGINEERS PLANS

PROP. SWALE

REFER TO ENGINEERS PLANS

8.60

8.6210.88

9.78

3.00

14.00

14.00

12.50

9.61SET BACK

0.91 0.92

EL.86.48 m EL.86.55 m EL.86.63 m

3.06

SIGHT

TRIANGLE

PAVERS

WALKWAY

EL.86.30 m EL.86.41 m

PAVERS

WALKWAY

PAVERS

WALKWAY

PAVERS

WALKWAY

PAVERS

WALKWAY

8 9

10

11

12 13

14

P15

17

1829

31

P36

38

39

414243

4445

4R DN

RETAINING WALL

1.55 METERS -CONCRETESIDEWALK

HC

VRETAINING WALL

FIRE ROUTE

RETAINING WALL

RETAINING WALL

SHORT TERM BICYCLE PARKING

LANDS.AREA

CONCRETE SIDEWALK

CONCRETE SIDEWALK

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

DEPRESSED CURB

SNOW REMOVAL AREA = 76.24 M2

4.20

V

V

DEPRESSED CURB

SLOP

E 3:1

MAX

PROPERTY LINE

CONCRETE SIDEWALK

RET. WALL

3R U

PEL

.85.90

m

EL.86

.91m

EL.86

.31m

4R U

P

EL.86.91m

EL.83

.61 m

19R

UP

13R DN

RET. WALL

1.11

1R D

N

SLOPE 5.0%

1R U

P

SLOPE 2%

GRADE @GARAGE

SLAB= +.150185.013

84.64

86.90

1R DN

DEPRESSED CURB

SET BACK

F.F.E. 88.00M F.F.E.87.40M F.F.E.86.80M

-LA

ND

SC

AP

E A

RE

A -

GA

RA

GE

B

ELO

W

BLOCK 1- 3 STOREY

22 BACK TO BACK TOWNS

PORCH

PATIO

EL.86.95 m

EL.86

.92 m

EL.87

.07 m

34.84m

LANDSCAPEDAREA

PORCH

EL.87.08 m

EL.86.98 m

EL.87.08 m

PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 mEL.87.40m

PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO

EL.87.40m

EL.87.25 m

EL.88.00 m EL.88.00 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m

4.46

6.94

EL.87.28m

PAVERS

WALKWAY

EL.87.88 m

EL.87.08 m

EL.85.96m

EL.87.28mEL.87.28mEL.87.28m

32.32m

PAVERS

WALKWAY

PORCH

PATIO

PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH

PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO

4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 5.98

STAIR

EL.88.00 m EL.88.00 m

EL.86

.01m

MODEL

3BE-2

MODEL

3BI

MODEL

3BI

MODEL

3BE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

MODEL

3BE-2

MODEL

3BI

MODEL

3BI

MODEL

3BE

ROOF

TERRACE

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

ROOF

TERRACE

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

U-1 U-2 U-3 U-4 U-5 U-6 U-7 U-8 U-9 U-10 U-11

U-22 U-21 U-20 U-19 U-18 U-17 U-16 U-15 U-14 U-13 U-12

2.05

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

SET BACK

EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.86.65 m

EL.87.85m EL.87.85m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.86.65m

ROOF

TERRACE

ROOF

TERRACE

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

8.60

8.6210.88

9.78

3.00

14.00

14.00

12.50

9.61SET BACK

0.91 0.92

EL.86.48 m EL.86.55 m EL.86.63 m

3.06

SIGHT

TRIANGLE

PAVERS

WALKWAY

EL.86.30 m EL.86.41 m

PAVERS

WALKWAY

PAVERS

WALKWAY

PAVERS

WALKWAY

PAVERS

WALKWAY

8 9

10

11

12 13

14

P15

17

1829

31

P36

38

39

414243

4445

4R DN

RETAINING WALL

1.55 METERS -CONCRETESIDEWALK

HC

VRETAINING WALL

FIRE ROUTE

RETAINING WALL

RETAINING WALL

SHORT TERM BICYCLE PARKING

LANDS.AREA

CONCRETE SIDEWALK

CONCRETE SIDEWALK

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

DEPRESSED CURB

SNOW REMOVAL AREA = 76.24 M2

4.20

V

V

DEPRESSED CURB

SLOP

E 3:1

MAX

PROPERTY LINE

CONCRETE SIDEWALK

RET. WALL

3R U

PEL

.85.90

m

EL.86

.91m

EL.86

.31m

4R U

P

EL.86.91m

EL.83

.61 m

19R

UP

13R DN

RET. WALL

1.11

1R D

N

SLOPE 5.0%

1R U

P

SLOPE 2%

GRADE @GARAGE

SLAB= +.150185.013

84.64

86.90

1R DN

DEPRESSED CURB

SET BACK

F.F.E. 88.00M F.F.E.87.40M F.F.E.86.80M

-LA

ND

SC

AP

E A

RE

A -

GA

RA

GE

B

ELO

W

BLOCK 1- 3 STOREY

22 BACK TO BACK TOWNS

PORCH

PATIO

EL.86.95 m

EL.86

.92 m

EL.87

.07 m

34.84m

LANDSCAPEDAREA

PORCH

EL.87.08 m

EL.86.98 m

EL.87.08 m

PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 m

EL.86.95 m

EL.87.08 m

EL.86.98 m

EL.87.08 m

EL.86.95 m

EL.86.98 mEL.87.40m

PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO

EL.87.40m

EL.87.25 m

EL.88.00 m EL.88.00 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m EL.87.40 m

4.46

6.94

EL.87.28m

PAVERS

WALKWAY

EL.87.88 m

EL.87.08 m

EL.85.96m

EL.87.28mEL.87.28mEL.87.28m

32.32m

PAVERS

WALKWAY

PORCH

PATIO

PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH

PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO PATIO

4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67 5.98

STAIR

EL.88.00 m EL.88.00 m

EL.86

.01m

MODEL

3BE-2

MODEL

3BI

MODEL

3BI

MODEL

3BE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

MODEL

3BE-2

MODEL

3BI

MODEL

3BI

MODEL

3BE

ROOF

TERRACE

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

ROOF

TERRACE

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

MODEL

3BI

U-1 U-2 U-3 U-4 U-5 U-6 U-7 U-8 U-9 U-10 U-11

U-22 U-21 U-20 U-19 U-18 U-17 U-16 U-15 U-14 U-13 U-12

2.05

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

ROOF

TERRACE

SET BACK

EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.87.25 m EL.86.65 m

EL.87.85m EL.87.85m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.87.25m EL.86.65m

ROOF

TERRACE

ROOF

TERRACE

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

BALCONY

BELOW

1:150

LP-200

CANOPY COVER PLAN

1LP-200

CANOPY COVER PLAN1:150

0 10m

1:1501 2 3 4 5

PROJECT NO.:

DATE:

SCALE:

CHECKED:

DRAWN:

DRAWING

PROJECT

revision

signed

no.

date

date by

CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE JOB AND REPORT ANYDISCREPANCY TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THEWORK.ALL DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND THEPROPERTY OF THE LANDSCAPE ARCHITECT WHICH MUST BE RETURNED AT THECOMPLETION OF THE WORK.ALL DRAWINGS TO BE USED FOR CONSTRUCTION ONLY WHEN SIGNED BY THELANDSCAPE ARCHITECT.

NOT FOR CONSTRUCTION

CLIENT

SHEET NO.:

info@terraplan.ca www.terraplan.ca20 Champlain Blvd. Suite 102 - Toronto ON - M3H 2Z1

174 Lakeshore Avenue

MDC

CR

2017-05-10

17-151

BIDDINGTON HOMES

01 Issued for client review 2017-05-12 MDC

02 Issued for Site Plan Submission 2017-09-14 CR

03 Issued for Coordination 2018-03-23 CR

04 Issued for Town Review 2018-03-29 CR

05 Issued for Site Plan Submission 2018-06-22 CR

Note:Refer to arborist report for tree protection plan,prepared by Kuntz Forestry.

AS SHOWN

LD-100

LANDSCAPE DETAILS--

June

22, 2

018

9:04 A

M PROJECT NO.:

DATE:

SCALE:

CHECKED:

DRAWN:

DRAWING

PROJECT

revision

signed

no.

date

date by

CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE JOB AND REPORT ANYDISCREPANCY TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THEWORK.ALL DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND THEPROPERTY OF THE LANDSCAPE ARCHITECT WHICH MUST BE RETURNED AT THECOMPLETION OF THE WORK.ALL DRAWINGS TO BE USED FOR CONSTRUCTION ONLY WHEN SIGNED BY THELANDSCAPE ARCHITECT.

NOT FOR CONSTRUCTIONI:\0

1-PR

OJEC

TS\20

17\17

-151

174 L

AKES

HORE

AVE

NUE\

01-C

AD\01

-CUR

RENT

\PLO

T\02

-SPA

\17-1

51 LD

-100

LAND

SCAP

E DE

TAILS

.DW

G

CLIENT

SHEET NO.:

info@terraplan.ca www.terraplan.ca20 Champlain Blvd. Suite 102 - Toronto ON - M3H 2Z1

174 Lakeshore Avenue

MDC

CR

2017-05-10

17-151

BIDDINGTON HOMES

01 Issued for client review 2017-05-12 MDC

02 Issued for Site Plan Submission 2017-09-14 CR

03 Issued for Coordination 2018-03-23 CR

04 Issued for Town Review 2018-03-29 CR

05 Issued for Site Plan Submission 2018-06-22 CR

LANDSCAPE SPECIFICATIONS NEW1:20

TOPSOIL FOR SODDED AREAS:MIXTURE OF MINERAL PARTICULATES, MICRO ORGANISMS AND ORGANIC MATTER WHICH PROVIDES SUITABLE MEDIUM FOR SUPPORTING INTENDED PLANT GROWTH.GRO-BARK GRO-TURF - ORGANIC TOP DRESS (905) 846-1515 OR APPROVED EQUALSCARIFY THE SUBSOIL PRIOR TO THE SPREADING THE TOPSOIL. REMOVE ALL DEBRIS AND LEAVE A FINE-TEXTURED EVEN SURFACE. ALL TOPSOIL TO BE IMPORTED UNLESS PREVIOUSLYAPPROVED BY LANDSCAPE ARCHITECT. OBTAIN APPROVAL FOR THE QUALITY OF ANY IMPORTED TOPSOIL BEFORE DELIVERY TO THE SITE.

PLANTING SOIL TEXTURETO CONSIST OF 35-50% SAND, 40-50% SILT, 8-14% CLAY, 4-8 % ORGANIC BY WEIGHT, pH BETWEEN 6.5 to 8 (THE CANADIAN SYSTEM OF SOIL CLASSIFICATION)EARTHCO 50 / 50 PLANTING MIX (905-761-6599) OR APPROVED EQUALPROVIDE RECENT SOIL REPORT PRIOR TO ORDER. FERTILIZER TO BE MIXED INTO SOIL OFF SITE AS REQUIRED.

FERTILIZER: AS REQUIRED BASED ON PROVIDED SOIL REPORT PRIOR TO ORDERINGMAJOR SOIL NUTRIENTS PRESENT IN FOLLOWING RATIOS:· NITROGEN (N): 20 TO 40 MICROGRAMS OF AVAILABLE N PER GRAM OF SOIL.· PHOSPHORUS (P): 10 TO 20 MICROGRAMS OF PHOSPHATE PER GRAM OF SOIL.· POTASSIUM (K): 80 TO 120 MICROGRAMS OF POTASH PER GRAM OF SOIL.· CALCIUM, MAGNESIUM, SULPHUR AND MICRO-NUTRIENTS PRESENT IN BALANCED RATIOS TO SUPPORT GERMINATION AND/OR ESTABLISHMENT OF INTENDED VEGETATION.

FREE FROM:· DEBRIS AND STONES OVER 25 MM DIAMETER· COURSE VEGETATIVE MATERIAL, 10 MM DIAMETER AND 100 MM LENGTH, OCCUPYING MORE THAN 2% OF SOIL VOLUME· TOXIC ELEMENTS AND/OR GROWTH INHIBITING MATERIALSCONSISTENCE: FRIABLE WHEN MOIST.

ROUGH GRADE AND FILL AREAS TO ESTABLISH SUBGRADE AS REQUIRED. PROVIDE DRAINAGE PATTERN AS INDICATED ON DRAWINGS. ROUND SMOOTHLY ALL TOPS AND TOES OFSLOPES. COMPACT ALL AREAS TO 95% STANDARD PROCTOR DENSITY UNLESS SPECIFIED OTHERWISE. EXISTING TREES TO REMAIN ON SITE ARE TO BE PROTECTED AS PER MUNICIPALSTANDARDS.

FINE GRADE ALL AREAS TO FINISHED GRADES AS SHOWN ON LAYOUT OR GRADING PLAN OR ARCHITECT'S SITE PLAN. PROVIDE UNIFORM SLOPES AWAY FROM THE BUILDING, UNLESS SPECIFIEDOTHERWISE. SLOPES MAY NOT EXCEED 33 1/3% (3:1) UNLESS OTHERWISE SPECIFIED

· USE #1 BLUEGRASS - FESCUE SOD SOD WHICH CONFORMS WITH THE SPECIFICATIONS OF THE NURSERY SOD GROWERS ASSOCIATION OF ONTARIO.· ALL SODDED AREAS SHALL RECEIVE A MINIMUM OF 100mm (4") OF TOPSOIL· SOD SLOPES ARE NOT TO EXCEED 3:1. IF APPROVED BY LANDSCAPE ARCHITECT A SLOPE IN EXCESS OF 4:1 TO BE PEGGED USING WOOD PEGS .· THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING ALL SODDED AND SEEDED AREAS AT LEAST TWO (2) TIMES BEFORE FINAL INSPECTION FOR

ACCEPTANCE OF THE LANDSCAPE WORK.

NOTE: IF THE EXISTING SOIL CONDITIONS ARE CLAY OR WET IN NATURE, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS OF A SUITABLE SOILMIXTURE OR DRAINAGE DETAIL. FAILURE TO DO THIS MAY RESULT IN DELAY OF APPROVAL AND ACCEPTANCE.

PLANT MATERIALS: ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE CANADIAN NURSERY TRADES ASSOCIATION FOR SIZE AND SPECIES.· ALL SHRUB AND TREE MATERIAL SHALL BE CONTAINER GROWN, POTTED, OR BALL AND BURLAP, UNLESS OTHERWISE NOTED.· BARE ROOT PLANTING SHALL BE ACCEPTABLE FOR CERTAIN SPECIES DURING EARLY SPRING UPON APPROVAL OF THE LANDSCAPE ARCHITECT ONLY.· CONTRACTOR SHALL MAKE REQUESTS FOR ROOT CONDITION SUBSTITUTION IN WRITING TO THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF

PLANTING OPERATIONS.· ALL PLANT MATERIAL TO BE CLAY GROWN STOCK UNLESS OTHERWISE NOTED.

GENERAL NOTES

FINE GRADING

ROUGH GRADING

SOD

MINERAL FERTILIZER: ADDED AS REQUIRED AT THE DIRECTION OF THE LANDSCAPE ARCHITECT

GRADING

SOILREPORTSLANDSCAPE CONTRACTOR TO PROVIDE A SOIL REPORT OF ANY NEW MATERIAL BROUGHT TO THE SITE. THE REPORT MUST CONFIRM TEXTURE AND FERTILITY. THE REPORT MUST ALSO CONFIRMTHE SOIL IS FREE FROM HEAVY METALS, TOXIC ELEMENTS, AND GROWTH INHIBITING COMPONENTS.

STOCK PILED ON SITE TOPSOIL MUST BE TESTED BY AGRI-FOODS LABORATORIES 503 IMPERIAL RD N, GUELPH, ON N1H 6T9 (519) 837-1600· A TOPSOIL BASIC TEST IS REQUIRED. BEFORE CONDUCTING TEST THE LANDSCAPE CONTRACTOR IS TO INQUIRE IF AN ATRAZINE AND/OR HEAVY METAL TEST IS REQUIRED.· ALLOW AT LEAST 2 WEEKS FOR THE TEST(S) TO BE CONDUCTED PRIOR TO INSTILLATION ON SITE.· SUBMIT TOPSOIL REPORT TO TERRAPLAN FOR REVIEW AND RECOMMENDATIONS FOR AMENDMENT.· ALL TOPSOIL MUST MEET SPECIFICATIONS.

ALL PLANT BEDS TO BE CONTINUOUS.· EXCAVATE ALL PLANTING BEDS TO THE DEPTH AS INDICATED ON THE DRAWINGS AND DETAILS, MIN 600mm (2.0').· BACK FILL ALL PLANTING BEDS WITH A SOIL MIXTURE CONSISTING OF 50-60% SAND, 20-40% SILT, 6-10% CLAY, 2-5% ORGANIC AND pH 6.5 TO 8.· ALL PLANTING BED EDGES TO BE MAINTAINED BY SOD EDGE TRIMMER.· ALL PLANTING BEDS TO HAVE A 25mm (1") CUT AT EDGE TO BE MAINTAIN A CLEAN SEPARATION BETWEEN SOD AND BED.· PREPARE THE PLANTING BEDS FOR PLANTING BEFORE THE DELIVERY OF THE PLANT MATERIAL TO THE JOB SITE.

PREPARATION OF PLANTING BEDS

THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH THE FAILURE OF THE LANDSCAPE CONTRACTOR TO OBTAIN THE APPROVAL OF THE LANDSCAPE ARCHITECTPRIOR TO MAKING ANY CHANGES TO THE SPECIFIED MATERIALS AND/OR ANY OTHER SPECIFIED INSTRUCTIONS.

STOCK PILED ON SITE PLANTING SOIL MUST BE TESTED BY AGRI-FOODS LABORATORIES 503 IMPERIAL RD N, GUELPH, ON N1H 6T9 (519) 837-1600· A SOIL BASIC TEST IS REQUIRED. BEFORE CONDUCTING TEST THE LANDSCAPE CONTRACTOR IS TO INQUIRE IF AN ATRAZINE AND/OR HEAVY METAL TEST IS REQUIRED.· ALLOW AT LEAST 2 WEEKS FOR THE TEST(S) TO BE CONDUCTED PRIOR TO INSTILLATION ON SITE.· SUBMIT TOPSOIL REPORT TO TERRAPLAN FOR REVIEW AND RECOMMENDATIONS FOR AMENDMENT.

CONTRACTOR TO CONTACT ALL UTILITY COMPANIES TO CHECK LOCATIONS AND OBTAIN STAKEOUTS OF ALL UTILITY LINES BEFORE EXCAVATION. OBTAIN ALL NECESSARY PERMITS BEFORECOMMENCEMENT OF CONSTRUCTION. REPORT IN WRITING ANY DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS AND CONTRACT DOCUMENTS TO THE LANDSCAPE ARCHITECT BEFORE THEEND OF THE BIDDING PROCESS AND COMMENCEMENT OF CONSTRUCTION. THESE SPECIFICATIONS MAY BE SUPERSEDED BY ADDITIONAL SPECIFICATIONS SET OUT IN THE TENDER DOCUMENTS.CONTRACTOR TO REVIEW ALL DOCUMENTS.

· THE INDIVIDUAL PLANT GROUPING TOTAL AS ILLUSTRATED ON THE PLANTING PLAN SUPERSEDES THE ESTIMATED QUANTITY ON THE MASTER PLANT LIST.· CONTRACTOR MUST REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IN WRITING BEFORE COMMENCING ANY WORK.· CONTRACTOR WILL ASSUME FULL RESPONSIBILITY IF LANDSCAPE ARCHITECT IS NOT NOTIFIED OF DISCREPANCIES.· ALL TREES, SHRUBS AND GROUND COVERS SHALL BE PLANTED AS DETAILED, AND AS SHOWN ON THE LANDSCAPE DRAWING· PLANT MATERIAL SIZES, SPACING, AND CONDITIONS ARE TO BE AS INDICATED ON THE LANDSCAPE DRAWING.· USE ONLY PLANT MATERIAL TRUE TO NAME, SIZE, AND GRADE AS SPECIFIED ON PLANTING PLAN; PROVIDE SUFFICIENT LABELS OR MARKINGS TO INDICATE

CLEARLY THE VARIETY, SIZE AND GRADE OF EACH SPECIMEN, OR BUNDLE.· OBTAIN APPROVAL FOR SUBSTITUTIONS AS TO VARIETY, SIZE OR GRADE FROM THE LANDSCAPE ARCHITECT.· USE ONLY NURSERY STOCK GROWN UNDER PROPER HORTICULTURAL PRACTICES, VIABLE, FREE FROM PEST AND DISEASE AND UNDAMAGED.· LANDSCAPE CONTRACTOR TO INSTALL NEW SOD AND NEW TOPSOIL AS PER SPECIFICATIONS AND GENERAL NOTES THROUGHOUT THE SITE AS DESIGNED.· NEW TOPSOIL AND SOD SHALL EXTEND THROUGH THE MUNICIPAL BOULEVARD TO THE REAR OF THE MUNICIPAL CURB.

PLANT MATERIAL SIZES AND CONDITIONS

THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH THE FAILURE OF THE LANDSCAPE CONTRACTOR TO OBTAIN THEAPPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO MAKING ANY CHANGES TO THE SPECIFIED MATERIALS AND/OR ANY OTHER SPECIFIEDINSTRUCTIONS.

P-2017-17.151-09

1

GUARANTEE PERIOD

PROVIDE ONE FULL YEAR GUARANTEE ON ALL LANDSCAPE WORK FROM DATE OF FINAL ACCEPTANCE BY LANDSCAPEARCHITECT. GUARANTEE PERIOD MAY BE EXTENDED TO TWO FULL YEARS DEPENDING ON MUNICIPAL STANDARDS.CONTRACTOR TO VERIFY WITH OWNER AND LANDSCAPE ARCHITECT.

USE ABOVE SPECIFICATIONS IN CONJUNCTION WITH THE GENERAL LANDSCAPE SPECIFICATIONS OF THE LANDSCAPEONTARIO HORTICULTURAL TRADES ASSOCIATION (LOHTA) AND THE NURSERY SOD GROWERS ASSOCIATION OFONTARIO. USE ONLY PLANT MATERIAL TRUE TO NAME, SIZE AND GRADE AS SPECIFIED ON PLANTING PLAN; PROVIDESUFFICIENT LABELS OR MARKINGS TO INDICATE CLEARLY THE VARIETY, SIZE AND GRADE OF EACH SPECIMEN ORBUNDLE.

OBTAIN APPROVAL FOR SUBSTITUTIONS AS TO VARIETY, SIZE OR GRADE FROM THE LANDSCAPE ARCHITECT. USE ONLYNURSERY STOCK GROWN UNDER PROPER HORTICULTURAL PRACTICES, VIABLE, FREE FROM PEST AND DISEASE ANDUNDAMAGED. CHECK LOCATIONS AND OBTAIN STAKEOUTS OF ALL UTILITY LINES BEFORE EXCAVATION. OBTAIN ALLNECESSARY PERMITS BEFORE COMMENCEMENT OF CONSTRUCTION. REPORT IN WRITING ANY DISCREPANCIES IN THEDRAWINGS, SPECIFICATIONS AND CONTRACT DOCUMENTS TO THE LANDSCAPE ARCHITECT BEFORE THE END OF THEBIDDING PROCESS AND COMMENCEMENT OF CONSTRUCTION. THESE SPECIFICATIONS MAY BE SUPERSEDED BYADDITIONAL SPECIFICATIONS SET OUT IN THE TENDER DOCUMENTS. CONTRACTOR TO REVIEW ALL DOCUMENTS.

GENERAL REQUIREMENTS

ALL SHRUBS AND CONIFEROUS TREES SHALL HAVE AN APPLICATION OF "SKOOT" OR APPROVED EQUIVALENT RODENTFORMULA, TO BE APPLIED AT THE END OF OCTOBER. FOLLOW MANUFACTURER'S DIRECTIONS FOR APPLICATION.

RODENT PROTECTION - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL TREES AND SHRUBSFOR WINTER PROTECTION AND FROM RODENT INJURY FOR THE DURATION OF THE GUARANTY PERIOD. PROTECTIVEGUARDS SHALL BE EMPLOYED AROUND ALL DECIDUOUS TREES. GUARDS TO BE 150MM DIA. PVC PIPE OR AS MUNICIPALGUIDELINES. GUARDS SHALL BE INSTALLED PRIOR TO THE APPLICATION OF THE MULCH AND SHOULD BE PLACED AMINIMUM OF 50MM (2") OUT FROM THE TREE TRUNK ON ALL SIDES.

PROPER MAINTENANCE PROCEDURES ARE TO BE FULLY ADMINISTERED FOR ALL NEWLY CONSTRUCTED LANDSCAPEWORK, IN ACCORDANCE WITH LANDSCAPE ONTARIO SPECIFICATIONS (SECTION 1E - MAINTENANCE WORK). THIS SHALLAPPLY ONLY DURING THE CONSTRUCTION PERIOD, UNLESS OTHERWISE SPECIFIED. CONTRACTOR IS RESPONSIBLEFOR MAINTENANCE OF SOD AND PLANTING UNTIL FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT.

* MULCH - SHREDDED PINE MULCH BY "GRO BARK" OR APPROVED EQUAL. LANDSCAPE ARCHITECT TO APPROVE MULCHBEFORE INSTALLATION. GENERAL MAINTENANCE

THE INDIVIDUAL PLANT GROUPING TOTAL AS ILLUSTRATED ON THE PLANTING PLAN SUPERSEDES THE ESTIMATEDQUANTITY ON THE MASTER PLANT LIST. CONTRACTOR MUST REPORT ANY DISCREPANCIES TO THE LANDSCAPEARCHITECT IN WRITING BEFORE COMMENCING ANY WORK. CONTRACTOR WILL ASSUME FULL RESPONSIBILITY IFLANDSCAPE ARCHITECT IS NOT NOTIFIED OF DISCREPANCIES.

PLANT MATERIAL SIZES AND CONDITIONS ARE TO BE AS INDICATED ON THE LANDSCAPE DRAWING.

ALL TREES, SHRUBS AND GROUND COVERS SHALL BE PLANTED AS DETAILED AND AS SHOWN ON THE PLANTING PLAN.ALL BEDS TO RECEIVE A COVER OF CLEAN MULCH TO A DEPTH OF 75mm(3"). FOR GUYING AND STAKING TREES, REFERTO PLANTING DETAILS. WRAP ALL DECIDUOUS TREES UNDER EXPERIENCED SUPERVISION ONLY TO THESPECIFICATIONS OF THE LANDSCAPE ONTARIO HORTICULTURAL TRADES ASSOCIATION (LOHTA).

PLANT MATERIAL INSTALLATION

PLANT MATERIAL INSTALLATION1:20

2P-TLA-16

125

ROOT BALL ∅

2X ROOT BALL DIAMETER

± 45°

TAMP SOIL AROUND ROOTBALL FIRMLY TOPREVENT SHIFTING.

300x150∅ POLYETHYLENE PERFORATED DRAIN PIPE TRUNK GUARD

PLACE TWO 21 GRAM FERTILIZER TABLETS FOR EACH 25mm OF TRUNKCALIPER (70mm TREE = 5 TABLETS). PLACE 30-50mm FROM TIP OF ROOTSHALFWAY UP ON BALL

PLANTING SOIL - BACKFILL IN 150mm LIFTS AND TAMP TO PREVENT AIR POCKETS. ADDSANDY LOAM SOIL IF ADDITIONAL BACKFILL IS REQUIRED. SOIL TO CONSIST OF: 50-60%SAND, 20-40% SILT, 6-10% CLAY, 2-5 % ORGANIC, AT 7.5 pH OR LESS.SOAK BACKFILLED AREA TO ENSURE FULL CONTACT BETWEEN ROOTBALL ANDBACKFILL

MARK THE NORTH SIDE OF THE TREE IN ITS ORIGINAL LOCATION, PLACETREE IN NEW LOCATION WITH THE SAME ORIENTATION TO NORTH.

CAREFULLY REMOVE ANY LOOSE SOIL AROUND TRUNK. TOP OF ROOTBALL SHOULD NOT BE DISTURBED OR COVERED WITH SOIL.

CUT, LOOSEN AND ROLL BACK APPROXIMATELY 1/2 OF TWINE, BURLAP ANDWIRE ON TOP HALF OF ROOT BALL. IF TWINE AND BURLAP IS NOTBIODREGRADABLE, IT MUST BE REMOVED.

REMOVE ANY WRAP FROM TRUNK AND INSPECT FOR DAMAGE.

PRUNE TO REMOVE DEAD OR BROKEN BRANCHES ONLY.DO NOT REMOVE CENTRAL LEADER.

UNDISTURBED SUBGRADE

LOOSEN SURFACE SOIL OF PLANTING HOLE

PLANT ROOTBALL ON UNEXCAVATED OR TAMPED SOIL

FORM A SOIL SAUCER WITH A LEVEL EDGE 125mm IN DEPTH AND FILL WITH WATER.SOON AFTER WATER HAS BEEN ABSORBED, COVER WITH APPROXIMATELY 100mmOF MULCH TAPERED TO GROUND LEVEL AT THE TRUNK. DO NOT PLACE MULCH INCONTACT WITH TREE TRUNK.

PLANT TREE TO BEAR SAME RELATION TO GRADE AS IT BORE TO IT'S PREVIOUSLYEXISTING GRADE. PLANT TREE 50-100mm ABOVE DESIRED GRADE TO ALLOW FORSOME SETTLING, OR IN POOR DRAINING SOILS.

2400mm STAKES ALIGNEDWITH PREVAILING WINDWHERE REQUIRED. REMOVEPRIOR TO FINAL INSPECTION

#10 STEEL GUY WIRETHREADED THROUGH 13mm∅RUBBER HOSE TRUNK GUARD,THEN FASTENED AROUNDSTAKE.

DRIVE STAKES INTOUNDISTURBED SOIL

STAKED B&B DECIDUOUS TREE INSTALLATION DETAILSCALE=NO SCALE

3

EXCAVATE SHRUB BED TO BE 3 TIMESWIDER THAN POT DIAMATER

POT ∅

CROWN OF ROOT BALL FLUSH WITH FINISH GRADELEAVING TRUNK FLARE VISIBLE AT THE TOP OFTHE ROOT BALL

ROUGHEN EDGES OF PLANTING PIT

FINISH GRADE

100mm HIGH SOIL SAUCER BEYOND EDGE OFROOT BALL

SHRUB (DO NOT PRUNE, STAKE, OR WRAPSHRUBS UNLESS DIRECTED TO DO SO BYLANDSCAPE ARCHITECT)

TAMPED PLANTING MIXTURE AROUND BASE OFROOT BALL

75mm DEPTH AFTER SETTLEMENT, MULCHLAYER TO EDGE OF PLANTING BED. DO NOTPLACE MULCH IN CONTACT WITH SHRUB

PLANTING MIXTURE BACKFILLTWO 21 GRAM FERTILIZER TABLETS FOR EACH SHRUB(DISTRIBUTE TABLETS EQUALLY AMONG SHRUBS INBED). PLACE 30-50mm FROM EDGE OF ROOTS HALFWAYUP ON BALL

UNEXCAVATED OR EXISTING SOIL

REMOVE POT OR CONTAINER ENTIRELY

POTTED SHRUB PLANTING DETAILSCALE=NO SCALE

4

VARI

ESSE

E PL

ANT

LIST

FOR

PROP

ERSP

ACIN

G OF

PLA

NT M

ATER

IAL

VARIESSEE PLANT LIST FOR PROPERSPACING OF PLANT MATERIAL

25mm DEPTH MULCH LAYER, AFTER SETTLEMENT,TO TOP DRESS PLANTING BED. DO NOT PLACEMULCH IN CONTACT WITH PLANT MATERIAL STEMS

RAISE FINISH GRADE OF PLANTING BED 50mm FORADEQUATE DRAINAGEREMOVE PLANT FROM POT - SLIGHTLY LOOSEN ORSEPERATE IF ROOT MASS IS COMPACTED. PLANT ATSAME RELATIVE ELEVATION AS ORIGINAL GRADE

TAMPED PLANTING MIXTURE. SEE SOIL DEPTH CHART

UNEXCAVATED OR EXISTING SOIL

ORNAMENTAL GRASS / PERENNIALS / GROUNDCOVER- TURN BEST SIDE TOWARD MOST PROMINENT VIEWPLACE

FINISH GRADE

GROUNDCOVER PLANTING DETAILSCALE 1:20

5

SOIL DEPTH MINIMUMSNO SCALE

LAWN AREAS (SOD)LAWN AREAS (SEED)PLANTING BEDS - GRASSES,PERENNIALS AND GROUNDCOVER

PLANTING BEDS - MEDIUM AND SMALL SHRUBSRAISED PLANTERSSHADE AND ORNAMENTAL TREES

150150300

450600

PER TREE INSTALLATIONDETAIL

LANDSCAPE AREAS DEPTH IN mm

NOTE: THE CONTRACTOR IS TO SUPPLYTOPSOIL FILL MATERIAL TO THE DEPTHSINDICATED ON THE CHART BELOW.TOPSOIL DEPTH CHART

6P-TLA-17

AS SHOWN

LD-101

LANDSCAPE DETAILS--

June

22, 2

018

9:04 A

M PROJECT NO.:

DATE:

SCALE:

CHECKED:

DRAWN:

DRAWING

PROJECT

revision

signed

no.

date

date by

CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE JOB AND REPORT ANYDISCREPANCY TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THEWORK.ALL DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND THEPROPERTY OF THE LANDSCAPE ARCHITECT WHICH MUST BE RETURNED AT THECOMPLETION OF THE WORK.ALL DRAWINGS TO BE USED FOR CONSTRUCTION ONLY WHEN SIGNED BY THELANDSCAPE ARCHITECT.

NOT FOR CONSTRUCTIONI:\0

1-PR

OJEC

TS\20

17\17

-151

174 L

AKES

HORE

AVE

NUE\

01-C

AD\01

-CUR

RENT

\PLO

T\02

-SPA

\17-1

51 LD

-100

LAND

SCAP

E DE

TAILS

.DW

G

CLIENT

SHEET NO.:

info@terraplan.ca www.terraplan.ca20 Champlain Blvd. Suite 102 - Toronto ON - M3H 2Z1

174 Lakeshore Avenue

MDC

CR

2017-05-10

17-151

BIDDINGTON HOMES

01 Issued for client review 2017-05-12 MDC

02 Issued for Site Plan Submission 2017-09-14 CR

03 Issued for Coordination 2018-03-23 CR

04 Issued for Town Review 2018-03-29 CR

05 Issued for Site Plan Submission 2018-06-22 CR

100

2560

COMPACTED SUBGRADE

CONCRETE UNIT PAVER - REFER TO PLANFOR SHAPE AND PATTERNSAND SETTING BED

COMPACTED GRANULAR 'A' BASECOURSE

UNIT PAVER SECTIONSCALE=1:20

1

120

100

COMPACTED SUBGRADE

CONCRETE, FINISH AS NOTED ONPLANS

COMPACTED GRANULAR 'A' BASECOURSE

PEDESTRIAN CONCRETE PAVING SECTIONSCALE=1:20

WWF 6x6 W2.9 x W2.9 HEAVY DUTYMESH

3

PART NO:

MBR500-S

TITLE:

BIKE RACK, 500, STEEL

MAGLIN SITE FURNITURE INC.

WWW.MAGLIN.COM

TEL.: 800-716-5506

FAX: 877-260-9393

NOTE: BIKE RACK TO BE DIRECT BURIAL

INTO CONCRETE PAD AS SHOWN

CONCRETE PAD

OR SIDEWALK

UNIT EXTENDS 18"

BELOW GRADE

1

5

8

" X

1

8

" WALL

STEEL TUBE

TYP. BIKE RACK1/2"=1'-0"

4P-2017-17.151-52

TOWN OF OAKVILLE TREE PROTECTION BARRIER1:20

6P-2017-17.151-53

USE CCA APP. PRESSURE TREATEDJACK PINE.SECURE ALL LUMBER WITH 51 (2")LONG GALV. TWIST NAILS.ALL DIMENSIONS ARE IN mm.ALL EXPOSED WOOD TO BE COVEREDWITH TWO COATS OF APPROVED STAIN.

75

SECTION ELEVATION

PLAN

100X100 POST50X100 TOP CAP

50X100 TOP RAIL

25X150 VERTICAL

BRACKETS 75X75X25 WIDE

50X100 BOTTOM

FINISHED GRADE

CONC. FOOTING25MPa IN 28DAYS TO CSAMIN STANDARDS

100X100 POST

50X100 TOP CAP50X100 TOP/BOTTOM RAIL

AT BLDG FACE:REPLACE 4X4 POST WITH 2X4 BOARDBOLTED TO BLDG, OBTAIN ARCHITECTSPERMISSION PRIOR TO INSTALLATION.

PICKETS

6mm thick

SUPPORT

RAIL

ADJA

CEN

T SI

TESI

DE

1.8M HT WOOD SCREEN FENCE1:20

SIT

ESI

DE

7P-2017-17.151-81

NOTES

120

100

2660

COMPACTED SUBGRADE

CIP CONCRETE SLAB

COMPACTED GRANULAR 'A' BASECOURSE

CONCRETE UNIT PAVER - REFER TO PLANFOR SHAPE AND PATTERNSAND SETTING BED

UNIT PAVERS OVER CONCRETE SLABSCALE=1:20

2