1
PROPOSED MULTI-USE BUILDING TOF = 64.25 FF = 64.10 USF = 60.75 BUILDING AREA 175.7 SQ. M (1891 SQ. FT) MCARTHUR AVENUE P1 P6 P7 P5 P4 P3 P2 P8 WEST SIDE YARD SET BACK EAST SIDE YARD SET BACK SINGLE STOREY N83 ° 44' 30" E N6 ° 28' 20" W N83 ° 44' 30" E EXISTING BICYCLE LANE R E S I D E N T I A L S E T B A C K 30.48m 20.86m 22.86m DC DC N6 ° 28' 20" W 30.48m TEMPORARY SNOW STORAGE AREA COM. GARBAGE ROOM RES. GARBAGE ROOM EXISTING CHAINLINK FENCE TO REMAIN EXISTING CHAINLINK FENCE TO BE REMOVED AND REPLACED BY CEDAR PRIVACY FENCE SEE SITE PLAN A-01 Hli 15 db 22 ASB 2 EXISTING OVERHEAD HYDRO WIRES Hpi 10 Smc 9 CONCRETE PLANTER CURB SEE D3 CONCRETE PLANTER CURB SEE D3 PRECAST UNIT PAVERS D4 REINSTATE WITH HYDROSEED AND MULCH REINSTATE WITH HYDROSEED AND MULCH Hpi 10 Sjd 9 JEANNE MANCE ST DONALD ST CODY AV CYR AV DUPUIS ST CHER ST ENFIELD AV GLADU KENDALL AV LAROUCHE ST MAPLE SAVARD AV MARGUERITE AV VANIER WOLFF PARKWAY ST ST JEAN TALON MILLCRAFT IRWIN MILLER ST PIE XII ST SPARTAN AV PL ST CR ALLEN BV CARMEN ST CRETE FRONTENAC AV LACASSE AV LAJOIE ST MCARTHUR AV RICHELIEU AV BEAUDRY ST EVE ST PL EASTWOOD FULLERTON AV SITE CONCRETE PLANTER CURB 2-15M REBAR DOWEL, CONTINUOUS PLANTING BED c/w 500mm MIN. DEPTH TOPSOIL 32 MPa CONCRETE (28 days) CURB POURED IN PLACE WITH EXPANSION JOINTS AT 1500mm O.C. CONTRACTION JOINTS AT 6000mm O.C. BRUSH FINISH PLANTING AS PER DETAIL 25mm RADIUS, BOTH SIDES ADJACENT UNIT PAVING COMPACTED GRANULAR SUB-BASE TO 98% S.P.D. 200 300 250 610 O.C. SPACING AS PER PLAN, REFER TO PLANT LIST FOR TYPICAL SPACING 500 TYP. 75mm THICK LAYER OF MULCH. SET MULCH 50mm FROM BASE. PROVIDE SAMPLE 100mm RAISED SAUCER AROUND EXCAVATED AREA. MULCH IS TO HAVE A CLEAN DEFINED EDGE UNDISTURBED SUBGRADE CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 1 3 OF ROOT BALL, DO NOT DISTURB THE ROOT BALL INTEGRITY. IF POTTED, REMOVE POT ENTIRELY PLANTING SOIL AS PER SPECIFICATION SCARIFY PIT BEFORE PLACING SOIL. INSTALL FILTER CLOTH BELOW SOIL IF PLANTING ON CLEAR STONE PRUNE BRANCHES TO CAREFULLY REMOVE DEAD, BROKEN, DAMAGED, AND INTERFERING BRANCHES, WHILE RETAINING NATURAL FORM OF PLANT. IF CONIFEROUS, DO NOT DAMAGE OR CUT LEADER EXCAVATE CONTINUOUS PLANTING BED AS SHOWN ON PLAN. ROOT COLLAR SHALL BE PLANTED AT OR JUST ABOVE (100mm MAX) FINISHED GRADE BACKFILL PLANTING SOIL IN 150mm LIFTS. TAMP EACH LIFT TO ELIMINATE AIR POCKETS AND SETTLEMENT. PAVERS BESIDE SIDEWALK AND BUILDING NOTE: 1. WHERE REQUIRED, CUT UNIT PAVERS WITH AN APPROVED CUTTER TO FIT ACCURATELY, NEATLY AND WITHOUT DAMAGED EDGES. 2. AFTER LAYING UNIT PAVERS ON UN-COMPACTED, SCREEDED SAND BEDDING COURSE, COMPACT ENTIRE PAVED AREA TO ACHIEVE CONSOLIDATION OF THE SAND BEDDING USING A SUITABLE PLATE COMPACTOR. 3. AFTER COMPACTION, JOINTING SAND SHALL BE SPREAD OVER PAVING AND SWEPT INTO JOINTS. 4. ALLOW 2% MINIMUM FALL AWAY FROM BUILDING 5. INSTALL "PERMALOCK" ALUMINUM EDGING ADJACENT TO SODDED OR SEEDED AREAS AND PLANTING BEDS. BUILDING FACADE CONCRETE SIDEWALK PRECAST CONCRETE UNIT PAVING 3mm SAND JOINT CLEAR WELL GRADED MASONRY SAND CSA.A23.1-1973 LOOSELY SPREAD TO A UNIFORM DEPTH OF 25mm. MINIMUM 150mm COMPACTED (95%) GRANULAR "A" BASE COURSE WELL COMPACTED SUBGRADE (95%) LANDSCAPE PLAN CITY of OTTAWA 257 McArthur Avenue 120225-00 REV # 2 120225-L SC SC ML SC RJ 1. ISSUED FOR SITE PLAN RE-SUBMISSION DEC 4/20 RJ NOT FOR CONSTRUCTION M:\2020\120225\CAD\Landscape\1-Plan\120225-L.dwg, L1, Feb 23, 2021 - 1:48pm, mleat PLANA1.DWG - 841mmx594mm NOTE: THE POSITION OF ALL POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS, AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, DETERMINE THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND ASSUME ALL LIABILITY FOR DAMAGE TO THEM. PROJECT No. REV DRAWING No. DRAWING NAME LOCATION No. REVISION DATE BY FOR REVIEW ONLY SCALE APPROVED CHECKED DRAWN CHECKED DESIGN E n g i n e e r s , P l a n n e r s & L a n d s c a p e A r c h i t e c t s S u i t e 2 0 0 , 2 4 0 M i c h a e l C o w p l a n d D r i v e Ottawa, Ontario, Canada K2M 1P6 T e l e p h o n e ( 6 1 3 ) 2 5 4 - 9 6 4 3 F a c s i m i l e ( 6 1 3 ) 2 5 4 - 5 8 6 7 W e b s i t e w w w . n o v a t e c h - e n g . c o m N.T.S. NORTH KEY PLAN 1:100 4 0 1:100 2 3 1 SHRUB AND PERENNIAL PLANTING D2 D4 D3 PROPOSED SHRUBS AND ORNAMENTAL GRASSES HYDROSEED AND MULCH SPECIES (SEE PLANT LIST) QUANTITY LANDSCAPE LEGEND: CONCRETE SIDEWALK KEY ## PRECAST UNIT PAVERS MELVILLE SMALL PLANK PAVER BY PERMACON PROPOSED PRIVACY FENCE 1. This drawing shall be read in conjunction with all relevant Architectural, Engineering, and related drawings and documents. 2. Refer to Engineering Drawings for Grading. Provide drainage as indicated in grading plan. Round all tops and toes of slopes, smoothly. Compact all areas to 95% Standard Proctor Density unless otherwise noted. 3. Refer to Architectural Drawings for site layout. 4. Refer to Engineering Drawings for site servicing. 5. Contractor must contact utility companies for locates prior to excavation or planting. 6. It is essential to use the plans and details in conjunction with the specifications and notes. 7. Existing trees to be retained shall be protected according to the contract detail and specifications. 8. Plant material shall be No. 1 Grade and shall comply with Canadian Standards for Nursery Stock (latest edition) published by the Canadian Nursery Landscape Association. 9. Use plant material with strong fibrous root system free of disease, defects or injuries, and structurally sound. Use trees with straight trunks, well and characteristically branched for species. Obtain approval from consultant of plant material at source prior to digging. All trees and shrubs shall be container grown, potted, W/B or B/B, as indicated on Plant List. Bare root planting will only be acceptable for certain species and as approved by the Landscape Architect. 10. Plant material substitutions shall not be permitted without the written approval from the consultant, with 48 hours notice , prior to shipping plant material. 11. Plant locations are schematic / approximate only. Contractor shall stake out locations on site for approval by the Landscape Architect prior to installation. The illustrated number of plants shown in the Planting Plan supersedes the estimated number in the Plant List. Contractor to report any discrepancies to the Landscape Architect prior to installation. Contractor will assume full responsibility if the Landscape Architect is not notified. 12. Shrubs, Perennials, Vines, and Groundcovers shall be planted in a continuous planting bed of 450mm depth with approved topsoil covered with 75mm depth shredded bark mulch. 13. Ensure trees are thoroughly watered following planting. Monitor material and ensure adequate moisture until acceptance. 14. In heavy clay or poorly drained soils, set root ball with root collar 75-100mm higher than finished grade. 15. Sod and/or seed areas to receive 100mm depth topsoil as specified. Sod shall be No. 1 Kentucky Bluegrass Sod grown from minimum mixture of 3 Kentucky Bluegrass cultivars. Quality and source shall comply with Canadian Standards for Nursery Stock, Section 17, (latest edition) published by the Canadian Nursery Landscape Nursery Landscape Association. Unless otherwise specified, turf is to be maintained by the contractor until a second cutting is accepted by the Landscape Architect. 16. Apply the following mineral fertilizer unless soil tests show other requirements: Sodded areas - (8-32-16) 8% Nitrogen, 32% Phosphorus, 16% Potash at a rate of 350kg/ha. - Planting Beds - (8-32-16) - 8% Nitrogen, 32% Phosphorus, 16% Potash as per manufacturer specifications. 17. Reinstate all areas damaged or disturbed beyond the Limit of Work. 18. Refer to specifications: NOVA 8020 Imported Topsoil NOVA 8040 Seed and Cover (Hydraulic Seeding) NOVA 8060 Trees, Shrubs and Groundcover Planting NOVA 8061 Maintenance of Planting PLANTING NOTES PROPOSED TREE EXISTING TREE CLIENT KMB HOLDING CORPORATIONS 182 METCALFE LANE CARLETON PLACE, ON, K7C 4T7 TREE PLANTING D1 PRUNE BRANCHES TO CAREFULLY REMOVE DEAD, BROKEN, DAMAGED, AND INTERFERING BRANCHES, DOUBLE LEADERS AND NARROW ANGLE BRANCH UNIONS, WHILE RETAINING NATURAL FORM OF TREE. DO NOT DAMAGE OR CUT LEADER REMOVE TRUNK WRAP FOLLOWING PLANTING. INSTALL 600mm HT. HARDWARE CLOTH FOR RODENT GUARD/ TRUNK PROTECTION STEEL 'T' POST (1800mm LONG) INSTALLED ON WINDWARD SIDE. USE 2 STAKES WHEN TREE IS IN EXCESS OF 25mm CALIPER. STAKING SHALL BE REMOVED ONE YEAR AFTER INSTALLATION 75mm THICK LAYER OF MULCH. SET MULCH 75mm FROM TRUNK. PROVIDE SAMPLE 100mm RAISED SAUCER AROUND EXCAVATED AREA. MULCH IS TO HAVE A CLEAN DEFINED EDGE UNDISTURBED SUBGRADE PLANTING PIT MIN. 3x ROOT BALL DIA. SOIL PREPARATION AREA TO BE 5x ROOT BALL DIA. LOOSEN SOIL TO MIN. 300mm DEPTH ARBORTIE GREEN BY DEEPROOT, OR APPROVED EQUAL CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 1 3 OF ROOT BALL, DO NOT DISTURB THE ROOT BALL INTEGRITY TOPSOIL AS PER SPECIFICATION SCARIFY SIDES OF PIT BEFORE PLACING SOIL. INSTALL FILTER CLOTH BELOW SOIL IF PLANTING ON CLEAR STONE ROOT COLLAR SHALL BE PLANTED AT OR JUST ABOVE (100mm MAX) FINISHED GRADE D07-12-19-0037 #18323 2. REVISED PER CITY COMMENTS FEB23/21 RJ 1. This Landscape Plan has been prepared in accordance with the current city standard and specification. 2. The City of Ottawa requires a 2.0m minimum setback from watermain/infrastructures for tree planting. 3. Hydro Ottawa (Tree Planting Advice) requires a 6.0m setback from overhead power lines for medium sized trees (6-12m ht.) NOTE:

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Page 1: VANIER PARKWAY

Xref .\xrefs\257McArthur_SitePlan_IssuedForCoordination_2020_11_23 [Kollaard xref].dwg

PROPOSED MULTI-USEBUILDING

TOF = 64.25FF = 64.10

USF = 60.75

BUILDINGAREA

175.7 SQ. M(1891 SQ. FT)

MCARTHUR AVENUE

P1P6P7 P5 P4 P3 P2P8

WE

ST

SID

E Y

AR

D S

ET

BA

CK

EA

ST

SID

E Y

AR

D S

ET

BA

CK

SINGLESTOREY

N83° 44' 30" EN

6° 2

8' 2

0" W

N83° 44' 30" E

EXISTING BICYCLE LANE

RESIDENTIAL SET BACK

30.4

8m

20.86m

22.86m

DCDC

N6°

28'

20"

W30

.48m

TEMPORARYSNOW

STORAGEAREA

COM.GARBAGE

ROOM

RES.GARBAGE

ROOM

EXISTING CHAINLINKFENCE TO REMAIN

EXISTING CHAINLINKFENCE TO BEREMOVED ANDREPLACED BY CEDARPRIVACY FENCESEE SITE PLAN A-01

Hli15

db22

ASB2

EXISTING OVERHEADHYDRO WIRES

Hpi10

Smc9

CONCRETE PLANTER CURB SEE D3

CONCRETE PLANTER CURB SEE D3

PRECAST UNIT PAVERS D4

REINSTATE WITH HYDROSEED AND MULCH

REINSTATE WITHHYDROSEED AND

MULCH

Hpi10

Sjd9

JEANNE MANCE ST

DONALD ST

CODY AV

CYR AV

DUPUIS ST

CHER ST

ENFIELD

AV

GLADU

KENDALL AV

LARO

UC

HE ST

MAPLE

SAVARD AV

MAR

GU

ERITE AV

VANIER

WOLFF

PARKW

AY

ST

ST

JEAN TALO

NM

ILLCR

AFT

IRW

IN M

ILLER ST

PIE XII ST

SPARTAN AV

PL

ST

CR

ALLEN BV

CAR

MEN

ST

CR

ETE

FRONTENAC AV

LACASSE AV

LAJOIE ST

MCARTHUR AV

RICHELIEU AV

BEAUD

RY ST

EVE ST

PL

EA

STW

OO

D

FULLERTON AV

SITE

CONCRETE PLANTER CURB

2-15M REBAR DOWEL, CONTINUOUS

PLANTING BED c/w 500mm MIN.DEPTH TOPSOIL32 MPa CONCRETE (28 days)CURB POURED IN PLACE WITHEXPANSION JOINTS AT 1500mmO.C. CONTRACTION JOINTS AT6000mm O.C. BRUSH FINISH

PLANTING AS PER DETAIL

25mm RADIUS, BOTH SIDES

ADJACENT UNIT PAVING

COMPACTED GRANULARSUB-BASE TO 98% S.P.D.

200

300

250

610

O.C. SPACING AS PER PLAN,REFER TO PLANT LIST FOR

TYPICAL SPACING

500

TYP

.

75mm THICK LAYER OF MULCH. SETMULCH 50mm FROM BASE. PROVIDESAMPLE

100mm RAISED SAUCERAROUND EXCAVATEDAREA. MULCH IS TO HAVEA CLEAN DEFINED EDGE

UNDISTURBED SUBGRADE

CUT AND REMOVE BURLAP AND WIREBASKET FROM TOP 13 OF ROOT BALL,DO NOT DISTURB THE ROOT BALLINTEGRITY. IF POTTED, REMOVE POTENTIRELYPLANTING SOIL AS PER SPECIFICATION

SCARIFY PIT BEFORE PLACING SOIL.INSTALL FILTER CLOTH BELOW SOILIF PLANTING ON CLEAR STONE

PRUNE BRANCHES TO CAREFULLYREMOVE DEAD, BROKEN, DAMAGED,AND INTERFERING BRANCHES,WHILE RETAINING NATURAL FORMOF PLANT. IF CONIFEROUS, DO NOTDAMAGE OR CUT LEADER

EXCAVATE CONTINUOUS PLANTINGBED AS SHOWN ON PLAN.

ROOT COLLAR SHALL BEPLANTED AT OR JUSTABOVE (100mm MAX)FINISHED GRADE

BACKFILL PLANTING SOIL IN 150mmLIFTS. TAMP EACH LIFT TO ELIMINATEAIR POCKETS AND SETTLEMENT.

PAVERS BESIDE SIDEWALK AND BUILDING

NOTE:1. WHERE REQUIRED, CUT UNIT PAVERS WITH AN APPROVED CUTTER TO FIT ACCURATELY,

NEATLY AND WITHOUT DAMAGED EDGES.2. AFTER LAYING UNIT PAVERS ON UN-COMPACTED, SCREEDED SAND BEDDING COURSE,

COMPACT ENTIRE PAVED AREA TO ACHIEVE CONSOLIDATION OF THE SAND BEDDINGUSING A SUITABLE PLATE COMPACTOR.

3. AFTER COMPACTION, JOINTING SAND SHALL BE SPREAD OVER PAVING AND SWEPT INTOJOINTS.

4. ALLOW 2% MINIMUM FALL AWAY FROM BUILDING5. INSTALL "PERMALOCK" ALUMINUM EDGING ADJACENT TO SODDED OR SEEDED AREAS AND

PLANTING BEDS.

BUILDING FACADE

CONCRETE SIDEWALKPRECAST CONCRETE UNIT PAVING3mm SAND JOINTCLEAR WELL GRADED MASONRYSAND CSA.A23.1-1973 LOOSELYSPREAD TO A UNIFORM DEPTHOF 25mm.

MINIMUM 150mm COMPACTED(95%) GRANULAR "A" BASECOURSE

WELL COMPACTEDSUBGRADE (95%)

LANDSCAPE PLAN

CITY of OTTAWA257 McArthur Avenue

120225-00

REV # 2

120225-L

SC

SC

ML

SC

RJ

1. ISSUED FOR SITE PLAN RE-SUBMISSION DEC 4/20 RJ

NOT FORCONSTRUCTION

M:\2

020\

1202

25\C

AD

\Lan

dsca

pe\1

-Pla

n\12

0225

-L.d

wg,

L1,

Feb

23,

202

1 - 1

:48p

m, m

leat

PLANA1.DWG - 841mmx594mm

NOTE:THE POSITION OF ALL POLE LINES, CONDUITS,WATERMAINS, SEWERS AND OTHERUNDERGROUND AND OVERGROUND UTILITIES ANDSTRUCTURES IS NOT NECESSARILY SHOWN ONTHE CONTRACT DRAWINGS, AND WHERE SHOWN,THE ACCURACY OF THE POSITION OF SUCHUTILITIES AND STRUCTURES IS NOT GUARANTEED.BEFORE STARTING WORK, DETERMINE THE EXACTLOCATION OF ALL SUCH UTILITIES ANDSTRUCTURES AND ASSUME ALL LIABILITY FORDAMAGE TO THEM.

PROJECT No.

REV

DRAWING No.

DRAWING NAME

LOCATION

No. REVISION DATE BY

FOR REVIEW ONLYSCALE

APPROVED

CHECKED

DRAWN

CHECKED

DESIGN

Engineers, Planners & Landscape Architects

Suite 200, 240 Michael Cowpland Drive

Ottawa, Ontario, Canada K2M 1P6

Telephone (613) 254-9643

Facsimile (613) 254-5867

Website www.novatech-eng.com

N.T.S.NORTH KEY PLAN

1:100

401:100

2 31

SHRUB AND PERENNIAL PLANTING D2

D4D3

PROPOSED SHRUBS ANDORNAMENTAL GRASSES

HYDROSEED AND MULCH

SPECIES(SEE PLANT LIST)

QUANTITY

LANDSCAPE LEGEND:

CONCRETE SIDEWALK

KEY##

PRECAST UNIT PAVERSMELVILLE SMALL PLANKPAVER BY PERMACON

PROPOSED PRIVACY FENCE

1. This drawing shall be read in conjunction with all relevant Architectural, Engineering, and related drawings anddocuments.

2. Refer to Engineering Drawings for Grading. Provide drainage as indicated in grading plan. Round all tops and toes ofslopes, smoothly. Compact all areas to 95% Standard Proctor Density unless otherwise noted.

3. Refer to Architectural Drawings for site layout.4. Refer to Engineering Drawings for site servicing.5. Contractor must contact utility companies for locates prior to excavation or planting.6. It is essential to use the plans and details in conjunction with the specifications and notes.7. Existing trees to be retained shall be protected according to the contract detail and specifications.8. Plant material shall be No. 1 Grade and shall comply with Canadian Standards for Nursery Stock (latest edition)

published by the Canadian Nursery Landscape Association.9. Use plant material with strong fibrous root system free of disease, defects or injuries, and structurally sound. Use trees

with straight trunks, well and characteristically branched for species. Obtain approval from consultant of plant material atsource prior to digging. All trees and shrubs shall be container grown, potted, W/B or B/B, as indicated on Plant List.Bare root planting will only be acceptable for certain species and as approved by the Landscape Architect.

10. Plant material substitutions shall not be permitted without the written approval from the consultant, with 48 hours notice,prior to shipping plant material.

11. Plant locations are schematic / approximate only. Contractor shall stake out locations on site for approval by theLandscape Architect prior to installation. The illustrated number of plants shown in the Planting Plan supersedes theestimated number in the Plant List. Contractor to report any discrepancies to the Landscape Architect prior toinstallation. Contractor will assume full responsibility if the Landscape Architect is not notified.

12. Shrubs, Perennials, Vines, and Groundcovers shall be planted in a continuous planting bed of 450mm depth withapproved topsoil covered with 75mm depth shredded bark mulch.

13. Ensure trees are thoroughly watered following planting. Monitor material and ensure adequate moisture until acceptance.14. In heavy clay or poorly drained soils, set root ball with root collar 75-100mm higher than finished grade.15. Sod and/or seed areas to receive 100mm depth topsoil as specified. Sod shall be No. 1 Kentucky Bluegrass Sod grown

from minimum mixture of 3 Kentucky Bluegrass cultivars. Quality and source shall comply with Canadian Standards forNursery Stock, Section 17, (latest edition) published by the Canadian Nursery Landscape Nursery LandscapeAssociation. Unless otherwise specified, turf is to be maintained by the contractor until a second cutting is accepted bythe Landscape Architect.

16. Apply the following mineral fertilizer unless soil tests show other requirements: Sodded areas - (8-32-16) 8% Nitrogen,32% Phosphorus, 16% Potash at a rate of 350kg/ha. - Planting Beds - (8-32-16) - 8% Nitrogen, 32% Phosphorus, 16%Potash as per manufacturer specifications.

17. Reinstate all areas damaged or disturbed beyond the Limit of Work.18. Refer to specifications:

NOVA 8020 Imported TopsoilNOVA 8040 Seed and Cover (Hydraulic Seeding)NOVA 8060 Trees, Shrubs and Groundcover PlantingNOVA 8061 Maintenance of Planting

PLANTING NOTES

PROPOSED TREE

EXISTING TREE

CLIENT

KMB HOLDING CORPORATIONS182 METCALFE LANE

CARLETON PLACE, ON, K7C 4T7

TREE PLANTING D1

PRUNE BRANCHES TO CAREFULLY REMOVEDEAD, BROKEN, DAMAGED, AND INTERFERINGBRANCHES, DOUBLE LEADERS AND NARROWANGLE BRANCH UNIONS, WHILE RETAININGNATURAL FORM OF TREE. DO NOT DAMAGEOR CUT LEADER

REMOVE TRUNK WRAP FOLLOWING PLANTING.INSTALL 600mm HT. HARDWARE CLOTH FORRODENT GUARD/ TRUNK PROTECTION

STEEL 'T' POST (1800mm LONG) INSTALLED ONWINDWARD SIDE. USE 2 STAKES WHEN TREE ISIN EXCESS OF 25mm CALIPER. STAKING SHALLBE REMOVED ONE YEAR AFTER INSTALLATION

75mm THICK LAYER OF MULCH. SET MULCH75mm FROM TRUNK. PROVIDE SAMPLE

100mm RAISED SAUCERAROUND EXCAVATEDAREA. MULCH IS TO HAVE ACLEAN DEFINED EDGE

UNDISTURBED SUBGRADEPLANTING PIT

MIN. 3x ROOT BALL DIA.

SOIL PREPARATION AREA TO BE 5x ROOT BALL DIA.LOOSEN SOIL TO MIN. 300mm DEPTH

ARBORTIE GREEN BY DEEPROOT, ORAPPROVED EQUAL

CUT AND REMOVE BURLAP AND WIRE BASKETFROM TOP 13 OF ROOT BALL, DO NOT DISTURBTHE ROOT BALL INTEGRITY

TOPSOIL AS PER SPECIFICATION

SCARIFY SIDES OF PIT BEFOREPLACING SOIL. INSTALL FILTERCLOTH BELOW SOIL IFPLANTING ON CLEAR STONE

ROOT COLLARSHALL BE PLANTEDAT OR JUST ABOVE

(100mm MAX)FINISHED GRADE

D07-12

-19-00

37

#18323

2. REVISED PER CITY COMMENTS FEB23/21 RJ

1. This Landscape Plan has been prepared in accordance with the current city standard and specification.2. The City of Ottawa requires a 2.0m minimum setback from watermain/infrastructures for tree planting.3. Hydro Ottawa (Tree Planting Advice) requires a 6.0m setback from overhead power lines for medium sized trees (6-12m ht.)

NOTE:

AutoCAD SHX Text
7.42
AutoCAD SHX Text
7.38
AutoCAD SHX Text
0.04
AutoCAD SHX Text
0.03
AutoCAD SHX Text
0.01
AutoCAD SHX Text
0.10
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0.73
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2.46
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0.73
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5.53
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5.55
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N6°28'20"W
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30.48
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N83°44'30"E
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22.86
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N6°28'20"W
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30.48
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N83°44'30"E
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22.86
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0.79
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1.53
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1.45
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0.80
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14.43
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0.23
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0.10
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9.30
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4.33
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9.30
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4.34
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4.72
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0.02
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0.05
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22
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63.84
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MAG
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39
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63.66
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MAG
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133
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64.31
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IB
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79
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63.98
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SW
AutoCAD SHX Text
129
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63.91
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NW
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134
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64.23
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46
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CCLF
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54
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63.74
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71
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118
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63.85
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119
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63.90
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120
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63.86
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121
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63.77
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122
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63.81
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63.88
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63.92
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63.92
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63.98
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128
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63.81
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87
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63.69
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102
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63.53
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95
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63.95
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103
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63.79
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104
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63.74
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105
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63.71
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64.32
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63.77
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64.05
AutoCAD SHX Text
GAR
AutoCAD SHX Text
44
AutoCAD SHX Text
63.95
AutoCAD SHX Text
GAR
AutoCAD SHX Text
45
AutoCAD SHX Text
CCLF
AutoCAD SHX Text
47
AutoCAD SHX Text
64.06
AutoCAD SHX Text
TRW
AutoCAD SHX Text
48
AutoCAD SHX Text
64.07
AutoCAD SHX Text
TRW
AutoCAD SHX Text
49
AutoCAD SHX Text
63.64
AutoCAD SHX Text
TRW
AutoCAD SHX Text
50
AutoCAD SHX Text
63.67
AutoCAD SHX Text
TRW
AutoCAD SHX Text
51
AutoCAD SHX Text
63.65
AutoCAD SHX Text
AD
AutoCAD SHX Text
52
AutoCAD SHX Text
63.64
AutoCAD SHX Text
AD
AutoCAD SHX Text
53
AutoCAD SHX Text
63.68
AutoCAD SHX Text
AD
AutoCAD SHX Text
55
AutoCAD SHX Text
63.83
AutoCAD SHX Text
TRW
AutoCAD SHX Text
56
AutoCAD SHX Text
63.86
AutoCAD SHX Text
TRW
AutoCAD SHX Text
57
AutoCAD SHX Text
63.82
AutoCAD SHX Text
TRW
AutoCAD SHX Text
58
AutoCAD SHX Text
63.82
AutoCAD SHX Text
TRW
AutoCAD SHX Text
59
AutoCAD SHX Text
63.80
AutoCAD SHX Text
TRW
AutoCAD SHX Text
60
AutoCAD SHX Text
63.79
AutoCAD SHX Text
TRW
AutoCAD SHX Text
61
AutoCAD SHX Text
63.76
AutoCAD SHX Text
TRW
AutoCAD SHX Text
62
AutoCAD SHX Text
64.20
AutoCAD SHX Text
TRW
AutoCAD SHX Text
63
AutoCAD SHX Text
64.24
AutoCAD SHX Text
TRW
AutoCAD SHX Text
64
AutoCAD SHX Text
64.24
AutoCAD SHX Text
TRW
AutoCAD SHX Text
65
AutoCAD SHX Text
64.22
AutoCAD SHX Text
TRW
AutoCAD SHX Text
66
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
67
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
68
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
69
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
70
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
72
AutoCAD SHX Text
63.69
AutoCAD SHX Text
SW
AutoCAD SHX Text
73
AutoCAD SHX Text
63.65
AutoCAD SHX Text
SW
AutoCAD SHX Text
74
AutoCAD SHX Text
63.69
AutoCAD SHX Text
SW
AutoCAD SHX Text
75
AutoCAD SHX Text
63.84
AutoCAD SHX Text
SW
AutoCAD SHX Text
76
AutoCAD SHX Text
63.91
AutoCAD SHX Text
SW
AutoCAD SHX Text
77
AutoCAD SHX Text
63.83
AutoCAD SHX Text
SW
AutoCAD SHX Text
78
AutoCAD SHX Text
63.87
AutoCAD SHX Text
SW
AutoCAD SHX Text
80
AutoCAD SHX Text
63.94
AutoCAD SHX Text
EP
AutoCAD SHX Text
81
AutoCAD SHX Text
63.82
AutoCAD SHX Text
EP
AutoCAD SHX Text
82
AutoCAD SHX Text
63.79
AutoCAD SHX Text
EP
AutoCAD SHX Text
83
AutoCAD SHX Text
63.88
AutoCAD SHX Text
EP
AutoCAD SHX Text
84
AutoCAD SHX Text
63.78
AutoCAD SHX Text
EP
AutoCAD SHX Text
85
AutoCAD SHX Text
63.67
AutoCAD SHX Text
EP
AutoCAD SHX Text
86
AutoCAD SHX Text
63.63
AutoCAD SHX Text
EP
AutoCAD SHX Text
88
AutoCAD SHX Text
63.68
AutoCAD SHX Text
CURB
AutoCAD SHX Text
89
AutoCAD SHX Text
63.60
AutoCAD SHX Text
CURB
AutoCAD SHX Text
90
AutoCAD SHX Text
63.65
AutoCAD SHX Text
CURB
AutoCAD SHX Text
91
AutoCAD SHX Text
63.78
AutoCAD SHX Text
CURB
AutoCAD SHX Text
92
AutoCAD SHX Text
63.81
AutoCAD SHX Text
CURB
AutoCAD SHX Text
93
AutoCAD SHX Text
63.76
AutoCAD SHX Text
CURB
AutoCAD SHX Text
94
AutoCAD SHX Text
63.80
AutoCAD SHX Text
CURB
AutoCAD SHX Text
96
AutoCAD SHX Text
63.77
AutoCAD SHX Text
EP
AutoCAD SHX Text
97
AutoCAD SHX Text
63.75
AutoCAD SHX Text
EP
AutoCAD SHX Text
98
AutoCAD SHX Text
63.74
AutoCAD SHX Text
EP
AutoCAD SHX Text
99
AutoCAD SHX Text
63.62
AutoCAD SHX Text
EP
AutoCAD SHX Text
100
AutoCAD SHX Text
63.59
AutoCAD SHX Text
EP
AutoCAD SHX Text
101
AutoCAD SHX Text
63.55
AutoCAD SHX Text
EP
AutoCAD SHX Text
112
AutoCAD SHX Text
63.81
AutoCAD SHX Text
TRW
AutoCAD SHX Text
113
AutoCAD SHX Text
63.81
AutoCAD SHX Text
TRW
AutoCAD SHX Text
114
AutoCAD SHX Text
63.84
AutoCAD SHX Text
TRW
AutoCAD SHX Text
115
AutoCAD SHX Text
63.94
AutoCAD SHX Text
TRW
AutoCAD SHX Text
116
AutoCAD SHX Text
63.93
AutoCAD SHX Text
TRW
AutoCAD SHX Text
117
AutoCAD SHX Text
63.83
AutoCAD SHX Text
TRW
AutoCAD SHX Text
130
AutoCAD SHX Text
CCLF
AutoCAD SHX Text
131
AutoCAD SHX Text
CCLF
AutoCAD SHX Text
108
AutoCAD SHX Text
63.66
AutoCAD SHX Text
MH
AutoCAD SHX Text
166
AutoCAD SHX Text
64.02
AutoCAD SHX Text
CCLF
AutoCAD SHX Text
187
AutoCAD SHX Text
64.40
AutoCAD SHX Text
GS
AutoCAD SHX Text
188
AutoCAD SHX Text
64.21
AutoCAD SHX Text
GS
AutoCAD SHX Text
189
AutoCAD SHX Text
64.19
AutoCAD SHX Text
GS
AutoCAD SHX Text
190
AutoCAD SHX Text
64.06
AutoCAD SHX Text
GS
AutoCAD SHX Text
191
AutoCAD SHX Text
64.07
AutoCAD SHX Text
GS
AutoCAD SHX Text
192
AutoCAD SHX Text
63.91
AutoCAD SHX Text
GS
AutoCAD SHX Text
193
AutoCAD SHX Text
63.97
AutoCAD SHX Text
GS
AutoCAD SHX Text
194
AutoCAD SHX Text
64.01
AutoCAD SHX Text
GS
AutoCAD SHX Text
195
AutoCAD SHX Text
64.14
AutoCAD SHX Text
GS
AutoCAD SHX Text
196
AutoCAD SHX Text
64.21
AutoCAD SHX Text
GS
AutoCAD SHX Text
197
AutoCAD SHX Text
64.28
AutoCAD SHX Text
GS
AutoCAD SHX Text
198
AutoCAD SHX Text
64.55
AutoCAD SHX Text
GS
AutoCAD SHX Text
199
AutoCAD SHX Text
64.43
AutoCAD SHX Text
GS
AutoCAD SHX Text
200
AutoCAD SHX Text
64.23
AutoCAD SHX Text
GS
AutoCAD SHX Text
201
AutoCAD SHX Text
64.06
AutoCAD SHX Text
GS
AutoCAD SHX Text
202
AutoCAD SHX Text
63.93
AutoCAD SHX Text
GS
AutoCAD SHX Text
203
AutoCAD SHX Text
63.84
AutoCAD SHX Text
GS
AutoCAD SHX Text
204
AutoCAD SHX Text
63.78
AutoCAD SHX Text
GS
AutoCAD SHX Text
247
AutoCAD SHX Text
64.09
AutoCAD SHX Text
GS
AutoCAD SHX Text
248
AutoCAD SHX Text
64.41
AutoCAD SHX Text
GS
AutoCAD SHX Text
249
AutoCAD SHX Text
64.25
AutoCAD SHX Text
GS
AutoCAD SHX Text
250
AutoCAD SHX Text
63.95
AutoCAD SHX Text
GS
AutoCAD SHX Text
251
AutoCAD SHX Text
64.01
AutoCAD SHX Text
GS
AutoCAD SHX Text
215
AutoCAD SHX Text
63.98
AutoCAD SHX Text
ADD
AutoCAD SHX Text
173
AutoCAD SHX Text
64.03
AutoCAD SHX Text
216
AutoCAD SHX Text
64.44
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
214
AutoCAD SHX Text
68.50
AutoCAD SHX Text
218
AutoCAD SHX Text
64.24
AutoCAD SHX Text
GAR
AutoCAD SHX Text
167
AutoCAD SHX Text
63.77
AutoCAD SHX Text
168
AutoCAD SHX Text
64.02
AutoCAD SHX Text
169
AutoCAD SHX Text
63.91
AutoCAD SHX Text
170
AutoCAD SHX Text
63.92
AutoCAD SHX Text
171
AutoCAD SHX Text
63.93
AutoCAD SHX Text
172
AutoCAD SHX Text
63.96
AutoCAD SHX Text
205
AutoCAD SHX Text
63.92
AutoCAD SHX Text
ADD
AutoCAD SHX Text
206
AutoCAD SHX Text
63.91
AutoCAD SHX Text
ADD
AutoCAD SHX Text
207
AutoCAD SHX Text
63.95
AutoCAD SHX Text
ADD
AutoCAD SHX Text
208
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
209
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
210
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
211
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
212
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
213
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
217
AutoCAD SHX Text
63.94
AutoCAD SHX Text
GAR
AutoCAD SHX Text
220
AutoCAD SHX Text
64.09
AutoCAD SHX Text
CSL
AutoCAD SHX Text
221
AutoCAD SHX Text
64.07
AutoCAD SHX Text
CSL
AutoCAD SHX Text
222
AutoCAD SHX Text
64.07
AutoCAD SHX Text
CSL
AutoCAD SHX Text
223
AutoCAD SHX Text
64.05
AutoCAD SHX Text
CSL
AutoCAD SHX Text
224
AutoCAD SHX Text
64.05
AutoCAD SHX Text
CSL
AutoCAD SHX Text
225
AutoCAD SHX Text
64.05
AutoCAD SHX Text
CSL
AutoCAD SHX Text
226
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
227
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
228
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
229
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
230
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
231
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
232
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
233
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
234
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
235
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
236
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
237
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
238
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
239
AutoCAD SHX Text
64.29
AutoCAD SHX Text
CURB
AutoCAD SHX Text
240
AutoCAD SHX Text
64.26
AutoCAD SHX Text
CURB
AutoCAD SHX Text
241
AutoCAD SHX Text
64.27
AutoCAD SHX Text
CURB
AutoCAD SHX Text
242
AutoCAD SHX Text
64.31
AutoCAD SHX Text
CURB
AutoCAD SHX Text
243
AutoCAD SHX Text
64.30
AutoCAD SHX Text
CURB
AutoCAD SHX Text
244
AutoCAD SHX Text
64.28
AutoCAD SHX Text
CURB
AutoCAD SHX Text
245
AutoCAD SHX Text
64.28
AutoCAD SHX Text
CURB
AutoCAD SHX Text
246
AutoCAD SHX Text
64.31
AutoCAD SHX Text
CURB
AutoCAD SHX Text
219
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
174
AutoCAD SHX Text
64.28
AutoCAD SHX Text
TRW
AutoCAD SHX Text
175
AutoCAD SHX Text
64.28
AutoCAD SHX Text
TRW
AutoCAD SHX Text
176
AutoCAD SHX Text
64.36
AutoCAD SHX Text
TRW
AutoCAD SHX Text
177
AutoCAD SHX Text
64.37
AutoCAD SHX Text
TRW
AutoCAD SHX Text
178
AutoCAD SHX Text
64.37
AutoCAD SHX Text
TRW
AutoCAD SHX Text
179
AutoCAD SHX Text
64.38
AutoCAD SHX Text
TRW
AutoCAD SHX Text
180
AutoCAD SHX Text
64.35
AutoCAD SHX Text
TRW
AutoCAD SHX Text
181
AutoCAD SHX Text
64.35
AutoCAD SHX Text
TRW
AutoCAD SHX Text
186
AutoCAD SHX Text
64.50
AutoCAD SHX Text
TRW
AutoCAD SHX Text
185
AutoCAD SHX Text
64.52
AutoCAD SHX Text
TRW
AutoCAD SHX Text
184
AutoCAD SHX Text
64.05
AutoCAD SHX Text
TRW
AutoCAD SHX Text
183
AutoCAD SHX Text
64.02
AutoCAD SHX Text
TRW
AutoCAD SHX Text
182
AutoCAD SHX Text
64.13
AutoCAD SHX Text
TRW
AutoCAD SHX Text
149
AutoCAD SHX Text
SSIB
AutoCAD SHX Text
152
AutoCAD SHX Text
IB
AutoCAD SHX Text
150
AutoCAD SHX Text
151
AutoCAD SHX Text
IB
AutoCAD SHX Text
STM-MH1
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
EXISTING BUILDING TO BE REMOVED
AutoCAD SHX Text
CB4
AutoCAD SHX Text
EXISTING GARAGE TO BE REMOVED
AutoCAD SHX Text
CENTERLINE OF ROAD
AutoCAD SHX Text
SAN-MH5
AutoCAD SHX Text
SUMP
AutoCAD SHX Text
STM-MH2
AutoCAD SHX Text
WV
AutoCAD SHX Text
THIS DRAWING IS NOT FOR CONSTRUCTION UNTIL APPROVED BY THE RELEVANT AUTHORITIES
AutoCAD SHX Text
TBM = TOP OF GRATE OF STM-MH1, ELEVATION = 63.66 METRES
AutoCAD SHX Text
STM-MH3
AutoCAD SHX Text
M
AutoCAD SHX Text
R
AutoCAD SHX Text
DC
AutoCAD SHX Text
ROOF LINE
AutoCAD SHX Text
EXISTING CONCRETE SIDEWALK
AutoCAD SHX Text
EXISTING ASPHALT BOULEVARD
AutoCAD SHX Text
PROPOSED GRASSED SURFACE
AutoCAD SHX Text
PROPOSED ASPHALT PARKING LOT
AutoCAD SHX Text
SECOND FLOOR OUTLINE