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PHASE 3
JOHNWOODSSTREET CLOSURE FORMULTI-USE PATHWAY
PROJECT NO.13-019
PROJECT ADDRESS:OTTAWA, ON
REVISED SUBMISSION FOR APPROVALMARCH 9, 2018
KEYMAPNTS
LIST OF DRAWINGS:
NAKL1 - SITE PLANL2 - PLANTING PLANL3 - PLANTING PLAND1 - DETAILSD2 - DETAILS
DSEL1 - REMOVALS PLAN
N
PRO
JEC
T #
- 13
-019
JO
HNW
OO
DS
STRE
ET R
EPUR
POSI
NG
- M
ATT
AM
Y (F
AIR
WIN
DS
LIM
ITED
) - R
EVIS
ED S
UBM
ISSI
ON
FO
R A
PPRO
VA
L - M
ARC
H 9
2018
SITE
JOHN
WO
OD
S ST
REET
ALON STREET
ROSEHILL AVENUE
MAPLE GROVE ROAD
1
D1
1
L1
5,6,7
D1
5,6,7
D1
8
D1
4
D1
107.5
4 EX
107.6
1 EX
107.6
1 EX
107.5
9 EX
107.5
7 EX
107.6
1 EX
107.9
8 EX
107.9
3 EX
108.0
1 EX
108.2
0 EX
108.1
0 EX
107.9
4 EX
108.0
8 EX
107.9
6 EX
108.2
4 EX
108.5
6 EX
108.5
9 EX
108.6
1 EX
108.4
9 EX
108.3
3 EX
108.4
4 EX 10
9.39 E
X
108.9
3 EX
106.5
7 EX C
B
106.5
8 EX
106.8
8 EX
106.8
9 EX
106.8
8 EX
107.0
3 EX
107.0
7 EX
107.2
3 EX
107.3
1 EX
107.2
8 EX
107.4
6 EX
107.5
6 EX
107.7
4 EX
107.8
5 EX
108.1
6 EX
107.3
8 EX
107.5
9 EX
107.6
0 EX
107.5
4 EX
107.5
8 EX
107.6
8 EX106.7
6 EX
106.7
8 EX
106.7
7 EX
106.6
0 EX
106.5
2 EX
106.3
5 EX C
B
107.7
6 EX
107.8
1 EX
107.9
8 EX106.9
8 EX
107.1
9 EX
107.3
0 EX
108.1
7 EX 10
7.36 E
X10
8.40 E
X 107.5
6 EX
108.5
2 EX
108.7
9 EX 10
7.81 E
X
108.9
3 EX 10
8.04 E
X
109.2
3 EX
109.2
6 EX 10
8.29 E
X
109.7
0 EX 10
8.71 E
X
109.7
9 EX
109.6
9 EX
109.8
2 EX
109.8
4 EX
109.5
9 EX
109.6
1 EX
108.4
9 EX
109.0
5 EX
110.1
6 EX
108.9
0 EX
110.0
3 EX
107.47 EX107.59 EX
107.70 EX107.82 EX
107.94 EX
107.7
9 EX
107.8
6 EX
108.06 EX108.15 EX
108.29 EX108.40 EX
107.3
5 EX
108.47 EX108.61 EX
108.80 EX109.41 EX
109.04 EX
109.2
6 EX
109.2
2 EX
109.80 EX
107.4
1 EX
107.3
8 EX
107.4
3 EX
107.2
9 EX
107.1
9 EX
107.3
1 EX
107.2
8 EX
107.4
3 EX
107.4
7 EX
107.5
6 EX
107.7
0 EX
107.7
0 EX
107.8
3 EX
107.9
6 EX
108.0
6 EX
108.2
7 EX
108.4
3 EX
108.7
3 EX
108.9
6 EX
109.2
2 EX
109.3
1 EX
109.6
8 EX
107.4
6 EX
107.6
2 EX
107.6
9 EX
107.8
6 EX
107.8
7 EX
108.1
5 EX
108.2
3 EX
108.1
3 EX
108.2
6 EX
108.3
7 EX
108.6
1 EX
108.6
9 EX
108.9
7 EX
109.2
5 EX
109.6
6 EX
3.9%
4.4% 5.2%
5.1%
4.7% 4.3% 3.4%
3.3%
4.0% 5.
6% 6.2% 1.
3%
2.0%
2
D1
107.27 EX
0.9%
7.0%
EN
108.7
2 EN
109.0
7 EN
108.7
3 EN
108.47
1.0%0.5%
DECIDUOUS TREE PLANTING
MAPLE GROVE ROAD ENTRANCE PLAN
BENCH ON CIP CONCRETE PAD(3 - ARMRESTS)
BENCH ON CIP CONCRETE PAD(3 - ARMRESTS)
1.5m HT. CHAIN LINK FENCE REFERTO STREETSCAPE PLANS (BY OTHERS)
WASTE RECEPTACLE ON CIP PAD
1.5m HT. CHAIN LINK FENCE
EXISTING FENCE
2.0m ASPHALT PATHWAY REFER TOSTREETSCAPE PLANS (BY OTHERS)
WALKWAY BLOCK 224 REFER TOSTREETSCAPE PLANS (BY OTHERS)
FUTURE CITY 1.8m SIDEWALKREFER TO STREETSCAPEPLANS (BY OTHERS)
3.0m MUP ASPHALT PATHWAYINCL. PAINTED CENTER LINE
REFER TO STREETSCAPE PLANS(BY OTHERS)
1.0m ASPHALTREINSTATEMENTCITY STD. R25
EXISTING SIGN
TO BE REMOVED
PLA
N A
PLA
N B
1
D2
1
D2
CONIFEROUS TREE PLANTING
DEPRESSED
CURB
MEET AND MATCH EXISTINGVEHICULAR ACCESS TOPUMPING STATION
MEET AND MATCHSIDEWALK
MEET AND MATCHEXISTING PATHWAY
LIMIT OF CURBMATCH EXISTINGASPHALT EDGE
EXISTING SIGN TOBE REMOVED
EXISTING CULVERTTO BE RETAINED
EXISTING HYDRANTTO BE RETAINED
EXISTING LIGHTPOLES TO BERETAINED; FIXTURE RETROFITWITH LED
REFER TOAPPROVED ENG.DRAWINGS FORTWSIs ANDDEPRESSED CURB
EX. TOS (LIMITOF WORK)
EX. C/L OF DITCH
EXISTING LIGHTPOLES TO BE RETAINED;FIXTURE RETRFIT WITH LED
BRYANSTON GATE COMMUNITY
FAIRWINDS WEST COMMUNITY
1.7%
10.1
%
4.7%
108.50 0.4% 0.4%
108.55
8.7%
89.00
EX
2.0%
1
D1
LEGEND
LARGE DECIDUOUS TREE
DETAIL NO.SHEET NO.
FENCING
PLANTING
DETAIL KEY
UTILITIES
SMALL DECIDUOUS TREE (<7m)
1.5m HT. CHAIN LINK FENCE (BY OTHERS)
CONIFEROUS TREE
HYDRO POLE (LOCATION TO BE VERIFIED ON SITE)
POST AND RAIL FENCE
1.8m MASONRY COLUMN
REMOVABLE BOLLARD
AMENITIES
BENCH WITH CIP CONCRETE PAD
WITH CIP CONCRETE PAD
SHRUB PLANTING
WASTE RECEPTACLE
EXISTING STREETLIGHT ON EXISTING HYDRO POLE
GRADING
EXISTING GRADES
PROPOSED SLOPE
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
PAVING
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT PAVING
PROPERTY LINELIMIT OF WORK
10
D1
11
D1
9
D1
9
D1
REMOVABLEBOLLARD
1.8M MASONRYCOLUMN
POST AND RAILFENCE
3.0m ASPHALT MUP PATHINCL. PAINTED CENTER LINE
CONCRETE CURBCITY STD. SC 1.4
LIMIT OF CURB. MEETAND MATCH ASPHALTSURFACE
EXISTING CULVERTTO BE RETAINED EXISTIN
G C
/LO
F DITC
H
POST AND RAILFENCE
EX. CURB ANDSIDEWALK TO BEREMOVED
EX. CB TOBE RETAINED
MEET ANDMATCH EXISTING
EX. HYDRO POLE
EX. HYDRO POLE
EXISTING CB TOBE RETAINED
EXISTING PILLARS TO BE RETAINED
LIMIT O
F HYDRO CORRIDOR
2.6m
2.6m
1.5m
1.5m
1.0m WIDE ASPHALTREINSTATEMENTCITY STD. R25
7.3m
5.5m
5.5m
2.7m
2.6m
4.5m
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
REFER TO APPROVEDENG. DRAWINGSFOR TWSIs ANDDEPRESSED CURB
11
D1
5,6,7
D1
3
D1
9
D1
8
D1
10
D1
ROSE
HILL
AV
ENUE
SHRUB PLANTINGWASTE RECEPTACLE
BENCH WITH CIP CONCRETE PAD(3 - ARMRESTS)
POST AND RAIL FENCE
1.8M MASONRY COLUMN
3.0M ASPHALT MUP PATHWAYINCL. PAINTED CENTER LINE
REMOVABLE BOLLARD
CONCRETE CURB & SIDEWALKCITY STD. SC 1.4 & 4
EXISTING CURB & SIDEWALKTO BE REMOVED
EXISTING CBTO BE RETAINED
MEET AND MATCHEXISTING
EXISTING PEDESTALS TO BE RETAINED
1.0m WIDE ASPHALTREINSTATEMENTCITY STD. R25
EXISTING 1.5M HT. CHAIN LINK FENCE
2.7m
2.7m
5.5m
5.5m
3.0m
8.7m
REFER TOAPPROVED ENG.DRAWINGS FORTWSIs ANDDEPRESSEDCURB
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCHLIMIT OF HYDRO CORRIDOR
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
5,6,7
D1
5,6,7
D1
108.7
1 EX
109.7
9 EX
109.6
9 EX
109.8
2 EX
109.8
4 EX
109.5
9 EX
109.6
1 EX
108.4
9 EX
109.0
5 EX
110.1
6 EX 109.4
3 EX
110.5
4 EX 10
9.77 E
X
110.7
9 EX 11
0.16 E
X
112.6
8 EX 11
0.59 E
X11
1.52 E
X 110.9
7 EX
111.8
0 EX
112.0
4 EX 11
1.10 E
X
112.2
8 EX 11
1.34 E
X
112.5
7 EX11
1.61 E
X
111.8
3 EX
114.1
5 EX
112.6
8 EX
113.0
5 EX11
2.09 E
X
108.9
0 EX
110.0
3 EX
109.2
0 EX
110.4
7 EX
110.3
3 EX
110.7
5 EX
110.7
9 EX
110.5
9 EX
109.6
3 EX
110.1
6 EX
113.1
8 EX11
2.43 E
X
110.8
0 EX111.0
9 EX
111.3
4 EX
110.1
1 EX
110.2
3 EX
111.3
5 EX
110.8
7 EX
111.7
6 EX
111.3
0 EX
112.4
7 EX
111.6
2 EX
112.7
5 EX
111.8
0 EX
112.8
3 EX
112.7
3 EX
112.9
2 EX
111.9
7 EX 11
3.07 E
X11
3.14 E
X11
3.20 E
X
109.41 EX
109.2
6 EX
109.2
2 EX
109.80 EX110.24 EX
110.64 EX111.04 EX
111.45 EX
110.5
8 EX
111.81 EX112.11 EX
112.35 EX112.62 EX
112.62 EX113.21 EX
113.3
5 EX
112.7
6 EX
113.1
7 EX
2
L1
8
D1
109.2
2 EX
109.3
1 EX
109.6
8 EX
109.2
5 EX
109.6
6 EX
110.1
7 EX
110.4
8 EX
110.8
5 EX
111.3
0 EX
111.5
8 EX
111.8
2 EX
111.9
8 EX
112.3
8 EX
112.6
5 EX
112.7
7 EX
113.2
1 EX
110.0
3 EX
110.2
7 EX
110.6
4 EX
110.9
4 EX
111.2
8 EX
111.6
5 EX
3.4%
2.0%
2.7%
4.3% 3.3%
2.7%
4.6%
5.0%
111.8
7 EX
112.1
3 EX
112.3
3 EX
112.5
8 EX
112.8
2 EX
5.4%
4.4%
2
D1
111.3
3 EN
111.8
1 EN
111.3
3 EN
3.1%3.1% 3.1%
8.6%
ROSEHILL AVENUEENTRANCE PLAN
BENCH ON CIP CONCRETEPAD (3 - ARMRESTS)
WASTE RECEPTACLE ONCIP CONCRETE PAD
BENCH WITH CIP CONCRETE PAD(3 - ARMRESTS)
WALKWAY BLOCK 235REFER TO STREETSCAPEPLANS (BY OTHERS)
EXISTING SIGN TO BEREMOVED
PLA
N A
PLA
N B
CONIFEROUS TREE PLANTING
MEET AND MATCH EXISTING PATHWAY.EXISTING CULVERT TO BE RETAINED
EXISTING PEDESTALSTO BE RETAINED
EXISTING HYDRANTTO BE RETAINED
EXISTING CB TOBE RETAINED
EXISTING SIGN TO BEREMOVED
EXISTING LIGHTPOLES TO BERETAINED; FIXTURE RETROFITWITH LED
EXISTING 1.5 HT.CHAIN LINK FENCE
FAIRWINDS WEST COMMUNITY
BRYANSTON GATE COMMUNITY
6.7%
4.2%4.2% 1.4%110.80
111.25
4.7%
REFER TO APPROVEDENG. DRAWINGS FORTWSIs AND DEPRESSEDCURB
GENERAL NOTES:1. ALL WORKS AND MATERIALS SHALL CONFORM TO THE LATEST REVISION OF THE STANDARDS AND
SPECIFICATIONS FOR THE CITY OF OTTAWA, ONTARIO PROVINCIAL STANDARD DRAWINGS (OPSD)AND SPECIFICATIONS (OPSS), WHERE APPLICABLE. LOCAL UTILITY STANDARDS AND MINISTRY OFTRANSPORTATION STANDARDS WILL APPLY WHERE REQUIRED.
2. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK.
3. NO RESPONSIBILITY IS BORNE BY THE LANDSCAPE ARCHITECT FOR UNKNOWN CONDITIONS.
4. REINSTATE ALL AREAS AND ITEMS DAMAGED ON SITE AND REPORT ANY ERRORS/OMISSIONS TOLANDSCAPE ARCHITECT. ANY AREAS BEYOND THE LIMIT OF THE SITE DISTURBED DURINGCONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OFTHE AUTHORITY HAVING JURISDICTION AT THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OFTHIS CONTRACT. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES TO PREVENTCONFLICTS.
6. THERE WILL BE NO SUBSTITUTION OF MATERIALS UNLESS PRIOR WRITTEN APPROVAL IS RECEIVED FROMTHE LANDSCAPE ARCHITECT.
7. ALL CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE RECOMMENDATIONS MADEIN THE GEOTECHNICAL REPORT.
8. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED AND TO BEAR THE COST OFTHE SAME.
9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFETYACT AND REGULATIONS FOR CONSTRUCTION PROJECT'. THE GENERAL CONTRACTOR SHALL BEDEEMED TO BE THE 'CONSTRUCTOR' AS DEFINED IN THE ACT.
10. CONTRACTOR TO ARRANGE A SITE REVIEW FOR PRELIMINARY ACCEPTANCE OF THE WORKS BY THECITY. PROVIDED THAT THE WORKS ARE COMPLETED IN STRICT COMPLIANCE WITH THE DRAWINGSPECIFICATIONS, PRELIMINARY ACCEPTANCE MAY BE GRANTED SUBJECT TO CORRECTION OF ANYNOTED DEFICIENCIES WITHIN 21 CALENDAR DAYS FROM THE DATE OF PRELIMINARY ACCEPTANCE.TWO YEAR WARRANTY PERIOD TO COMMENCE FROM THEN ON.
11. SHOULD DEEPLY BURIED ARCHAEOLOGICAL REMAINS BE FOUND ON THE PROPERTY DURINGCONSTRUCTION ACTIVITIES, THE HERITAGE OPERATIONS UNIT OF THE ONTARIO MINISTRY OF CULTUREMUST BE NOTIFIED IMMEDIATELY.
12. ALL CONSTRUCTION SIGNAGE MUST CONFORM TO THE MINISTRY OF TRANSPORTATION OF ONTARIOMANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PER LATEST AMENDMENT.
13.14. THE ACCEPTABILITY OF THE EXISTING BASE AND SUBBASE WILL BE DETERMINED BY A FIELD INSPECTION
ONCE THE ASPHALT HAS BEEN REMOVED.
LAYOUT NOTES:1. THE LANDSCAPE ARCHITECT SHALL APPROVE ANY MODIFICATIONS ON-SITE PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL EMPLOY QUALIFIED SURVEYOR AT THEIR EXPENSE TO SET FINISHED GRADE STAKESAND MAINTAIN GRADE CONTROL AND LAYOUT UNTIL SUBSTANTIAL COMPLETION OF PARK WORK.
3. ALL MEASUREMENTS ARE IN METERS UNLESS OTHERWISE NOTED.
4. LANDSCAPE ARCHITECT TO REVIEW ALL LAYOUTS AND PATHWAYS PRIOR TO ANY EXCAVATION.
5. THE LOCATION OF THE UTILITIES IS APPROXIMATE. THE EXACT LOCATION SHOULD BE DETERMINED BYCONSULTING THE MUNICIPAL AUTHORITIES AND UTILITY COMPANIES CONCERNED. THE CONTRACTORSHALL APPROVE THE LOCATION OF UTILITIES AND SHALL BE RESPONSIBLE FOR ADEQUATE PROTECTIONFROM DAMAGE.
6. FIELD LAYOUT TO BE COMPLETED USING GPS OR BENCHMARK NO. 000 (ELEVATION: 000.00M).CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO LANSCAPE ARCHITECT.
7. LAYOUT CURVES AND TANGENTS WITH SMOOTH TRANSITIONS AND CLEAN EDGES.
8. ALL DIMENSIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THESTART LANDSCAPE ARCHITECT. LOST TIME DUE TO FAILURE OF THE CONTRACTOR TO CONFIRMDIMENSIONS OR ELEVATIONS AND NOTIFYING THE LANDSCAPE ARCHITECT OF POSSIBLE CONFLICTSPRIOR TO CONSTRUCTION WILL BE AT THE CONTRACTORS EXPENSE.
KEY MAP N.T.S.
1 MAPLE GROVE ROAD ENTRANCE PLANN.T.S. 2 ROSEHILL AVENUE ENTRANCE PLAN
N.T.S.
Contractor shall check all dimensions on the work and report anydiscrepancy to the Landscape Architect before proceeding. Alldrawings and specifications are the property of the LandscapeArchitect and must be returned at the completion of the work. Thisdrawing is not to be used for construction until signed by theLandscape Architect.
Date
ScaleDrawn
Checked
Job No.
SheetMarch 2015
NAK
NAK13-019
Project
JOHNWOODS STREET CLOSUREMattamy (Fairwinds) Limited
FOR MULTI-USE PATHWAY
OTTAWA, ON
Title
1 0 0- 2 50 B E S S E R E R S T R E E T , O T TA W A , O N K 1 N 6B 3 C A N A D AT 613.237.2345 F 613.237.6423 NAKDESIGNSTRATEGIES.COM
N
SITE PLAN
L1
Revision
No. Description Date1 Issued for Approval - 1st Submission June 5/142 Re-issued for Approval - 1st Submission Sept 21/17
3 Issued for Approval - 2nd Submission Oct 10/17
4 Issued for Mylar Nov 7/17
5 Revised Submission for Approval Mar 9/18
PLAN A
PLAN B
REVIEWED BY DEVELOPMENT REVIEW BRANCH
SIGNED
DATE
PLAN NUMBER 16828
3 PLAN A1:300
4 PLAN B1:300
Sc16
Cc10
Sc14
Sa12
Sa12
Ra10
Ra16
Cs15
Cs14
Rr29
Rr28
Ro20
Ro14
Cs10
Cs10
Rr22
Rr25
1
L2
Ro19
Aa14
Aa12
Rr22
Rr24
Rt4
Rt6
Rt6
Rt5
Rt8
Rr24
Cs8
Rr28
Ro22
Cs9
Cs10
3
L2
PLA
N A
PLA
N B
1
D2
1
D2
MAPLE GROVE ROAD ENTRANCE PLAN
MA
PLE
GRO
VE
ROA
D
PATHWAY O/C JOHNWOODS ROAD
FAIRWINDS WEST COMMUNITY
BRYANSTON GATE COMMUNITYPLAN A - TREE PLANTING
EX. C/L OF DITCHEX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EXISTING PUMPINGSTATION
EXISTING TREE RETENTION TO BE
LIMIT OF SEED
EXISTING LIGHPOLES TO BE RETAINED;FIXTURE RETROFIT WITH LED
REFER TO APPROVEDENG. DRAWINGSFOR TWSIs ANDDEPRESSED CURB
EXISTING LIGHTPOLES TO BERETAINED; FIXTURE RETROFITWITH LED
RETAIN EXISTINGSURFACE CONDITIONS
XX00
XX00
LEGEND
LARGE DECIDUOUS TREE
FENCING
PLANTING KEY
PROPERTY LINE
UTILITIES
SMALL DECIDUOUS TREE (<7m)
SHRUB SPECIESQUANTITY
DECIDUOUS SHRUB
1.5m HT. CHAIN LINK FENCE (BY OTHERS)
CONIFEROUS TREE
HYDRO POLE (LOCATION TO BE VERIFIED ON SITE)
POST AND RAIL FENCE
1.8m MASONRY COLUMN
AMENITIES
REMOVABLE BOLLARD
BENCH WITH CONCRETE PAD
WASTE RECEPTACLE WITH
LOW MAINTENANCE 'ECO LAWN' MIX
RURAL ONTARIO ROADSIDE MIX
CONCRETE PAD
EXISTING LIGHT POLES TO BE RETAINEDFIXTURE RETROFIT WITH LED
GRASSES/PERENNIALS
PAVING
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT PAVING
GRADING
EXISTING DITCH CENTRE LINE
EXISTING TOP OF SLOPE
LIMIT OF HYDRO CORRIDOR
PLANTING
LIMIT OF WORK
SHRUB BED
TREE SPECIES
QUANTITY
SEED NOTES:1. SEEDED AREAS SHALL HAVE A MINIMUM 150mm TOPSOIL.
2. ALL SEED MUST BE FROM A RECOGNIZED SEED FIRM, MEETING THE REQUIREMENTS FOR THE SEEDSACT FOR CANADA NO. 1 SEED. SEED SHALL BE CERTIFIED NO. 1 GRADE. A GERMINATION TESTMAY BE REQUESTED AND ALL LAWN SEED MUST COMPLY WITH FEDERAL AND PROVINCIAL SEEDLAWS.
3. INSTALL STANDARD MIXTURE BY MECHANICAL SEEDING. USE BIODEGRADABLE EROSION CONTROLMAT AS DIRECTED BY LANDSCAPE ARCHITECT TO RETAIN SEED ON STEEP SLOPES (OVER 3:1 UNTILESTABLISHED).
4. SURVEY THE PLANTING SITE FOR INVASIVE WEEDS AND REMOVE ALL OR AS MUCH UNDESIRABLEVEGETATION AS POSSIBLE.
5. PLANT SEED AT A DEPTH EQUAL TO THE WIDEST THICKNESS OF THE SEED. GENERALLY THIS IS 6 MM(1/4") OR LESS.
6. FIRM THE SOIL. GENTLY TAMP OR ROLL THE SEEDBED. DO NOT COMPACT THE SOIL. EXCESSIVEFORCE WILL DESTROY THE SOIL STRUCTURE AND INHIBIT GERMINATION.
7. MOW AND WEED ALL SEEDED AREAS IN ACCORDANCE WITH OSC GUIDELINES.
8. CUT THE GRASS TO 50mm WHENEVER IT REACHES THE HEIGHT OF 70mm. REMOVE CLIPPINGSTHAT WILL SMOTHER GRASS.
7. SEEDED AREAS WILL BE ACCEPTED BY THE LANDSCAPE ARCHITECT FOLLOWING PERFORMANCEACCEPTANCE, PROVIDED:
- SEEDED AREAS ARE PROPERLY ESTABLISHED.- TURF IS FREE OF DEAD SPOTS AND WEEDS.- NO SURFACE SOIL IS VISIBLE WHEN GRASS HAS BEEN CUT TO A HEIGHT OF 50mm- TURF AREAS HAVE BEEN CUT NO LESS THAN TWICE (MINIMUM), THE LAST CUT BEING CARRIED OUTWITHIN 24 HOURS PRIOR TO THE ACCEPTANCE INSPECTION.
LOW GROWING NATIVE SEED MIXOSC - 8225 NATIVE SLOPE / HILLSIDE MIXOR APPROVED EQUIVALENT
20% CREEPING BENTGRASS10% BLACK-EYED SUSAN30% CANADA BLUEGRASS3% NEW ENGLAND ASTER30% OATS2% WILD BERGAMOT5% BOTTLE BRUSH GRASS
APPLICATION NOTES:- INSTALLATION-2.5kg PER 1HA, OR AS RECOMMENDED BY SUPPLIER- SEED MIX APPLIED DURING THE PERIOD OF MAY 15 TO JUNE 15 AND AUGUST 15 TO OCTOBER 15.- NURSE CROP: RECOMMENDED BY SUPPLIER ALONG WITH 0.5KG/100m2 OF ANNUAL RYEGRASS AT
UNLESS OTHERWISE APPROVED BY THE CONTRACT ADMINISTRATOR
LOW MAINTENANCE 'ECO LAWN' MIXOSC - 8340CREEPING RED FESCUEECOSTAR HARD FESCUECHEWING FESCUEPERENNIAL RYE
hm17
Cs4
Cs9
ca12
hm47ca40
TO7
TO5
3.0m ASPHALT MUP PATHINCL. PAINTED CENTER LINE
LIMIT OF CURB. MEETAND MATCH ASPHALTSURFACE
EXISTING
C/L
OF D
ITCH
MEET ANDMATCH EXISTING
EX. HYDRO POLE
EX. HYDRO POLE
LIMIT O
F HYDRO CORRIDOR
REFER TOAPPROVED ENG.DRAWINGS FORTWSIs ANDDEPRESSED CURB
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
BOLLARD
BOLLARD
PLANTING NOTES:
1. CONTRACTOR TO VERIFY LOCATION OF ALL SERVICES PRIOR TO ANY EXCAVATION.
2. ALL PLANT MATERIAL SHALL BE NURSERY GROWN STOCK UNLESS OTHERWISE NOTED.
3. ALL PLANT MATERIAL SHALL BE WARRANTIED FOR TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION ASDETERMINED BY THE LANDSCAPE ARCHITECT.
4. CONTRACTOR TO REINSTATE ALL EXISTING AREAS DAMAGED BY THEIR WORK TO THE SATISFACTION OF THECONTRACT ADMINISTRATOR.
5. ALL STEEL T-BARS TO BE REMOVED AT THE ONE YEAR INTERIM INSPECTION UNLESS OTHERWISE DIRECTED BY THELANDSCAPE ARCHITECT.
6. PERIODIC REVIEWS OF PLANTING SHALL BE CARRIED OUT BY THE LANDSCAPE ARCHITECT.
7. SPRING DUG SPECIMENS AND PLANTED IN THE SPRING ONLY.
8. LOCATION OF ALL PLANT MATERIALS TO BE STAKED BY THE CONTRACTOR AND VERIFIED IN THE FIELD BYLANDSCAPE ARCHITECT PRIOR TO PLANTING.
9. PLANTING SHALL BE SUPERVISED BY AN ECOLOGIST TO ENSURE AN APPROPRIATE NATURALIZED AREA ISESTABLISHED.
10. PLACE SPECIES ACCORDING TO INDICATED QUANTITIES AND SPACING. MULCH THE SOIL SURFACE INACCORDANCE WITH PLANTING DETAILS. WATER PLANTS THOROUGHLY IMMEDIATELY FOLLOWING PLANTING.
11. DECIDUOUS TREES TO HAVE A MINIMUM 1800 CLEAR STEM ABOVE GRADE.
12. ACER RUBRUM, QUERCUS RUBRA AND CELTIS OCCIDENTALIS TO BE SPRING DUG SPECIMENS AND PLANTING INTHE SPRING ONLY.
13. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM,HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE AND ONLY AFTER APPROVAL OF THELANDSCAPE ARCHITECT.
MAINTENANCE NOTES:
1. ALL PLANT MATERIAL SHALL BE MAINTAINED AND WARRANTED FOR A PERIOD OF TWO YEARS TO ENSURE GOODPLANT ESTABLISHMENT AND HEALTH. EXPIRY OF THE MAINTENANCE AND WARRANTY CLAUSE SHALL BE TWOYEARS UPON COMPLETION OF PLANTING. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS.
2. THE CONTRACTOR SHALL WATER PLANTS DURING THE WARRANTY PERIOD, BETWEEN MAY 15 AND OCTOBER 15EACH YEAR. ALL PLANTS SHALL BE WATERED EVERY 2 WEEKS (12 TIMES PER YEAR).
3. THE CONTRACTOR SHALL REMOVE DEAD, BROKEN OR HAZARDOUS BRANCHES FROM PLANT MATERIAL.
4. THE CONTRACTOR SHALL REMOVE WEEDS WITHIN 1m OF ALL NEW PLANTS MONTHLY BETWEEN MAY 15 ANDOCTOBER 15, WITH THE FIRST OPERATION OCCURRING ONE MONTH FOLLOWING PLANTING. ALL WEEDS SHALLBE REMOVED BY HAND AND DISPOSED OF OFF SITE.
5. THE CONTRACTOR SHALL REPLACE OR RESPREAD DAMAGED, MISSING OR DISTURBED MULCH.
6. THE CONTRACTOR SHALL MONITOR AND PROTECT PLANTS FROM PREDATION.
7. THE CONTRACTOR SHALL SUBMIT MONTHLY WRITTEN REPORTS TO CONTRACT ADMINISTRATOR IDENTIFYING: .1 MAINTENANCE WORK CARRIED OUT. .2 DEVELOPMENT AND CONDITION OF PLANT MATERIAL. 3 PREVENTATIVE OR CORRECTIVE MEASURES REQUIRED WHICH ARE OUTSIDE THE CONTRACTOR'S
RESPONSIBILITY.
SCALE
5 10 15 200 30m
AC4
AP1
AC1
PB1
AC1
MJ1
MJ1
AC4
AP1
AC1
PB1
MJ1
MJ4
AC1
MJ2
QR1
PS1
AR2
CO1
JN1
CC1
PP2
PG1
PG2
QR1
CC1
CO1
PS1
AR1
LL1
AR1
2
D1
1
D1
2
L2
2
L2
PLA
N A
PLA
N B
1
D2
1
D2
MA
PLE
GRO
VE
ROA
D
PATHWAY O/C JOHNWOODS ROAD
FAIRWINDS WEST COMMUNITY
BRYANSTON GATE COMMUNITY
CONIFEROUS TREE PLANTING
DECIDUOUS TREE PLANTING
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
PLAN A - SHRUB PLANTING
PLAN A - SHRUB PLANTING
EXISTING PUMPINGSTATION
EXISTING TREE RETENTION TO BE
LIMIT OF SEED
EXISTING LIGHPOLES TO BE RETAINED;FIXTURE RETROFIT WITH LED
REFER TO APPROVEDENG. DRAWINGSFOR TWSIs ANDDEPRESSED CURB
EXISTING LIGHTPOLES TO BERETAINED; FIXTURE RETROFITWITH LED
RETAIN EXISTINGSURFACE CONDITIONS
HYDRO CORRIDOR LIMIT
HYDRO CORRIDOR LIMIT
LARGE DECIDUOUS TREES
CO
QRJUGLANS NIGRAJN
4
4
50
AR 5
SAMBUCUS CANADENSIS 90
PICEA GLAUCA
WHITE PINE5
COLORADO SPRUCE
TAMARACK
CONIFEROUS TREES
RED OSIER DOGWOOD113
BOTANICAL NAME
CELTIS OCCIDENTALISCC
KEY QTY.
HACKBERRY
COMMON NAME
6060
(mm)CAL
CARYA CORDIFORMIS BITTERNUT HICKORY
QUERCUS RUBRA RED OAK 60BLACK WALNUT 60
32
DECIDUOUS SHRUBS
AMELANCHIER ALNIFOLIA SP. SASKATOON BERRY 90Aa
ACER RUBRA RED MAPLE 60
COMMON ELDERBERRY30Sc
PG WHITE SPRUCE 2003
PINUS STROBUSPS 200
PICEA PUNGENSPP 2002
LARIX LARICINALL 2006
CORNUS SERICEA 90Cs
HT.(cm)
21 AMELANCHIER CANADENSIS SERVICEBERRY 40AC
SPIRAEA ALBA 90MEADOWSWEET52Sa
RHUS AROMATICA 90FRAGRANT SUMAC26RaRUBUS ODORATUS 90FLOWERING RASPBERRY159Ro
1.5m
--
(cm)SPACING
--
1.8-3.0m
-
-
-
-
-
1.5m
-
1.2m
1.5m
ROSA RUGOSA 90RUGOSA ROSE259Rr 1.0m
CALAMAGROSTIS CF CF FEATHER REED GRASS116caHEMEROCALLIS 'PARDON ME' PARDON ME DAYLILY128hm
0.5m0.5m
1.5m
EMERALD CEDARTHUJA OCCIDENTALIS 'EMERALD'TO 20024 -
SMALL DECIDUOUS TREES
AP 3 ACER PSEUDOSIEBOLDIANUM 'NORTH WIND' NORTH WIND MAPLE 175 HT.-MJ 11 MALUS x JEFLITE STARLITE FLOWERING CRABAPPLE 60-
SPIRAEA X VANHOUTTEI BRIDAL WREATH SPIREA22Sv 0.3m
48 RHUS TYPHINA STAGHORN SUMACRt
ORNAMENTAL GRASSES / PERENNIALS
BABY BLUE COLORADO SPRUCEPICEA PUNGENS 'BABY BLUE'PB 2003 -
10 COTINUS COGGYGRIA 'ROYAL PURPLE' 90Cc 1.5mROYAL PURPLE SMOKEBUSH
901.5m
1 MAPLE GROVE ROAD ENTRANCE PLAN1:200
N
Date
ScaleDrawn
Checked
Job No.
SheetMarch 2015
AS SHOWN
NAK
NAK13-019
Title
Revision
No. Description Date1 Issued for Approval - 1st Submission June 5/14
2 Re-issued for Approval - 1st Submission Sept 21/173 Issued for Approval - 2nd Submission Oct 10/17
4 Issued for Mylar Nov 7/17
5 Revised Submission for Approval Mar 9/18
Project
JOHNWOODS STREET CLOSUREMattamy (Fairwinds) Limited
FOR MULTI-USE PATHWAY
OTTAWA, ON
KEY MAP N.T.S.
PLANTING PLAN
L2
Contractor shall check all dimensions on the work and report anydiscrepancy to the Landscape Architect before proceeding. Alldrawings and specifications are the property of the LandscapeArchitect and must be returned at the completion of the work. Thisdrawing is not to be used for construction until signed by theLandscape Architect.
1 0 0- 2 50 B E S S E R E R S T R E E T , O T TA W A , O N K 1 N 6B 3 C A N A D AT 613.237.2345 F 613.237.6423 NAKDESIGNSTRATEGIES.COM
PLAN A
PLAN B
REVIEWED BY DEVELOPMENT REVIEW BRANCH
SIGNED
DATE
PLAN NUMBER 16828
2 PLAN A - SHRUB PLANTING1:300
3 PLAN A - TREE PLANTING1:300
AC1
MJ2
PB1
AC4
AC1
MJ1
AP1
MJ1
AC2
AR1
LL1
AR1
QR1
LL2
CO1
JN1
CC1
PS3
AR1
QR1
LL3
CC1
AC2
2
D1
1
D1
SCALE
5 10 15 200 30m
2
L3PLA
N A
PLA
N B
ROSE
HILL
AV
ENUE
BRYANSTON GATE COMMUNITY
FAIRWINDS WEST COMMUNITY
REFER TO APPROVED ENG.DRAWINGS FOR TWSIs ANDDEPRESSED CURB
CONIFEROUS TREE PLANTING
PLAN B - SHRUB PLANTING
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
DECIDUOUS TREE PLANTINGHYDRO CORRIDOR PLANTINGPER HYDRO GUIDELINES
LIMIT OF CURBAND SEED
EXISTING TREE RETENTION TO BECONFIRM BY CITY FORESTER
EXISTING LIGHTPOLES TO BERETAINED; FIXTURE RETROFITWITH LED
HYDRO CORRIDOR LIMIT
HYDRO CORRIDOR LIMIT
HYDRO CORRIDOR LIMIT
HYDRO CORRIDOR LIMIT
RETAIN EXISTINGSURFACE CONDITIONS
LARGE DECIDUOUS TREES
CO
QRJUGLANS NIGRAJN
4
4
50
AR 5
SAMBUCUS CANADENSIS 90
PICEA GLAUCA
WHITE PINE5
COLORADO SPRUCE
TAMARACK
CONIFEROUS TREES
RED OSIER DOGWOOD113
BOTANICAL NAME
CELTIS OCCIDENTALISCC
KEY QTY.
HACKBERRY
COMMON NAME
6060
(mm)CAL
CARYA CORDIFORMIS BITTERNUT HICKORY
QUERCUS RUBRA RED OAK 60BLACK WALNUT 60
32
DECIDUOUS SHRUBS
AMELANCHIER ALNIFOLIA SP. SASKATOON BERRY 90Aa
ACER RUBRA RED MAPLE 60
COMMON ELDERBERRY30Sc
PG WHITE SPRUCE 2003
PINUS STROBUSPS 200
PICEA PUNGENSPP 2002
LARIX LARICINALL 2006
CORNUS SERICEA 90Cs
HT.(cm)
21 AMELANCHIER CANADENSIS SERVICEBERRY 40AC
SPIRAEA ALBA 90MEADOWSWEET52Sa
RHUS AROMATICA 90FRAGRANT SUMAC26RaRUBUS ODORATUS 90FLOWERING RASPBERRY159Ro
1.5m
--
(cm)SPACING
--
1.8-3.0m
-
-
-
-
-
1.5m
-
1.2m
1.5m
ROSA RUGOSA 90RUGOSA ROSE259Rr 1.0m
CALAMAGROSTIS CF CF FEATHER REED GRASS116caHEMEROCALLIS 'PARDON ME' PARDON ME DAYLILY128hm
0.5m0.5m
1.5m
EMERALD CEDARTHUJA OCCIDENTALIS 'EMERALD'TO 20024 -
SMALL DECIDUOUS TREES
AP 3 ACER PSEUDOSIEBOLDIANUM 'NORTH WIND' NORTH WIND MAPLE 175 HT.-MJ 11 MALUS x JEFLITE STARLITE FLOWERING CRABAPPLE 60-
SPIRAEA X VANHOUTTEI BRIDAL WREATH SPIREA22Sv 0.3m
48 RHUS TYPHINA STAGHORN SUMACRt
ORNAMENTAL GRASSES / PERENNIALS
BABY BLUE COLORADO SPRUCEPICEA PUNGENS 'BABY BLUE'PB 2003 -
10 COTINUS COGGYGRIA 'ROYAL PURPLE' 90Cc 1.5mROYAL PURPLE SMOKEBUSH
901.5m
SEED NOTES:1. SEEDED AREAS SHALL HAVE A MINIMUM 150mm TOPSOIL.
2. ALL SEED MUST BE FROM A RECOGNIZED SEED FIRM, MEETING THE REQUIREMENTS FOR THE SEEDSACT FOR CANADA NO. 1 SEED. SEED SHALL BE CERTIFIED NO. 1 GRADE. A GERMINATION TESTMAY BE REQUESTED AND ALL LAWN SEED MUST COMPLY WITH FEDERAL AND PROVINCIAL SEEDLAWS.
3. INSTALL STANDARD MIXTURE BY MECHANICAL SEEDING. USE BIODEGRADABLE EROSION CONTROLMAT AS DIRECTED BY LANDSCAPE ARCHITECT TO RETAIN SEED ON STEEP SLOPES (OVER 3:1 UNTILESTABLISHED).
4. SURVEY THE PLANTING SITE FOR INVASIVE WEEDS AND REMOVE ALL OR AS MUCH UNDESIRABLEVEGETATION AS POSSIBLE.
5. PLANT SEED AT A DEPTH EQUAL TO THE WIDEST THICKNESS OF THE SEED. GENERALLY THIS IS 6 MM(1/4") OR LESS.
6. FIRM THE SOIL. GENTLY TAMP OR ROLL THE SEEDBED. DO NOT COMPACT THE SOIL. EXCESSIVEFORCE WILL DESTROY THE SOIL STRUCTURE AND INHIBIT GERMINATION.
7. MOW AND WEED ALL SEEDED AREAS IN ACCORDANCE WITH OSC GUIDELINES.
8. CUT THE GRASS TO 50mm WHENEVER IT REACHES THE HEIGHT OF 70mm. REMOVE CLIPPINGSTHAT WILL SMOTHER GRASS.
7. SEEDED AREAS WILL BE ACCEPTED BY THE LANDSCAPE ARCHITECT FOLLOWING PERFORMANCEACCEPTANCE, PROVIDED:
- SEEDED AREAS ARE PROPERLY ESTABLISHED.- TURF IS FREE OF DEAD SPOTS AND WEEDS.- NO SURFACE SOIL IS VISIBLE WHEN GRASS HAS BEEN CUT TO A HEIGHT OF 50mm- TURF AREAS HAVE BEEN CUT NO LESS THAN TWICE (MINIMUM), THE LAST CUT BEING CARRIED OUTWITHIN 24 HOURS PRIOR TO THE ACCEPTANCE INSPECTION.
LOW GROWING NATIVE SEED MIXOSC - 8225 NATIVE SLOPE / HILLSIDE MIXOR APPROVED EQUIVALENT
20% CREEPING BENTGRASS10% BLACK-EYED SUSAN30% CANADA BLUEGRASS3% NEW ENGLAND ASTER30% OATS2% WILD BERGAMOT5% BOTTLE BRUSH GRASS
APPLICATION NOTES:- INSTALLATION-2.5kg PER 1HA, OR AS RECOMMENDED BY SUPPLIER- SEED MIX APPLIED DURING THE PERIOD OF MAY 15 TO JUNE 15 AND AUGUST 15 TO OCTOBER 15.- NURSE CROP: RECOMMENDED BY SUPPLIER ALONG WITH 0.5KG/100m2 OF ANNUAL RYEGRASS AT
UNLESS OTHERWISE APPROVED BY THE CONTRACT ADMINISTRATOR
LOW MAINTENANCE 'ECO LAWN' MIXOSC - 8340CREEPING RED FESCUEECOSTAR HARD FESCUECHEWING FESCUEPERENNIAL RYE
PLANTING NOTES:
1. CONTRACTOR TO VERIFY LOCATION OF ALL SERVICES PRIOR TO ANY EXCAVATION.
2. ALL PLANT MATERIAL SHALL BE NURSERY GROWN STOCK UNLESS OTHERWISE NOTED.
3. ALL PLANT MATERIAL SHALL BE WARRANTIED FOR TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION ASDETERMINED BY THE LANDSCAPE ARCHITECT.
4. CONTRACTOR TO REINSTATE ALL EXISTING AREAS DAMAGED BY THEIR WORK TO THE SATISFACTION OF THECONTRACT ADMINISTRATOR.
5. ALL STEEL T-BARS TO BE REMOVED AT THE ONE YEAR INTERIM INSPECTION UNLESS OTHERWISE DIRECTED BY THELANDSCAPE ARCHITECT.
6. PERIODIC REVIEWS OF PLANTING SHALL BE CARRIED OUT BY THE LANDSCAPE ARCHITECT.
7. SPRING DUG SPECIMENS AND PLANTED IN THE SPRING ONLY.
8. LOCATION OF ALL PLANT MATERIALS TO BE STAKED BY THE CONTRACTOR AND VERIFIED IN THE FIELD BYLANDSCAPE ARCHITECT PRIOR TO PLANTING.
9. PLANTING SHALL BE SUPERVISED BY AN ECOLOGIST TO ENSURE AN APPROPRIATE NATURALIZED AREA ISESTABLISHED.
10. PLACE SPECIES ACCORDING TO INDICATED QUANTITIES AND SPACING. MULCH THE SOIL SURFACE INACCORDANCE WITH PLANTING DETAILS. WATER PLANTS THOROUGHLY IMMEDIATELY FOLLOWING PLANTING.
11. DECIDUOUS TREES TO HAVE A MINIMUM 1800 CLEAR STEM ABOVE GRADE.
12. ACER RUBRUM, QUERCUS RUBRA AND CELTIS OCCIDENTALIS TO BE SPRING DUG SPECIMENS AND PLANTING INTHE SPRING ONLY.
13. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM,HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE AND ONLY AFTER APPROVAL OF THELANDSCAPE ARCHITECT.
MAINTENANCE NOTES:
1. ALL PLANT MATERIAL SHALL BE MAINTAINED AND WARRANTED FOR A PERIOD OF TWO YEARS TO ENSURE GOODPLANT ESTABLISHMENT AND HEALTH. EXPIRY OF THE MAINTENANCE AND WARRANTY CLAUSE SHALL BE TWOYEARS UPON COMPLETION OF PLANTING. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS.
2. THE CONTRACTOR SHALL WATER PLANTS DURING THE WARRANTY PERIOD, BETWEEN MAY 15 AND OCTOBER 15EACH YEAR. ALL PLANTS SHALL BE WATERED EVERY 2 WEEKS (12 TIMES PER YEAR).
3. THE CONTRACTOR SHALL REMOVE DEAD, BROKEN OR HAZARDOUS BRANCHES FROM PLANT MATERIAL.
4. THE CONTRACTOR SHALL REMOVE WEEDS WITHIN 1m OF ALL NEW PLANTS MONTHLY BETWEEN MAY 15 ANDOCTOBER 15, WITH THE FIRST OPERATION OCCURRING ONE MONTH FOLLOWING PLANTING. ALL WEEDS SHALLBE REMOVED BY HAND AND DISPOSED OF OFF SITE.
5. THE CONTRACTOR SHALL REPLACE OR RESPREAD DAMAGED, MISSING OR DISTURBED MULCH.
6. THE CONTRACTOR SHALL MONITOR AND PROTECT PLANTS FROM PREDATION.
7. THE CONTRACTOR SHALL SUBMIT MONTHLY WRITTEN REPORTS TO CONTRACT ADMINISTRATOR IDENTIFYING: .1 MAINTENANCE WORK CARRIED OUT. .2 DEVELOPMENT AND CONDITION OF PLANT MATERIAL. 3 PREVENTATIVE OR CORRECTIVE MEASURES REQUIRED WHICH ARE OUTSIDE THE CONTRACTOR'S
RESPONSIBILITY.
Sc16
Rr22
Rr25
Ro16
Ro12
Sv15
Cs14
Rr16
Aa12
Rr13
2
L2
Sa14
Sa14
Aa12
Ro25Rt
6Rt5
Rt4
Rt4
Rr28
Ro31
Sv7
Rr24
3
D1
3
L3
PLA
N A
PLA
N B
ROSEHILL AVENUE ENTRANCE PLAN
ROSE
HILL
AV
ENUE
BRYANSTON GATE COMMUNITY
FAIRWINDS WEST COMMUNITY
REFER TO APPROVED ENG.DRAWINGS FOR TWSIs ANDDEPRESSED CURB
SHRUB BED PLANTING
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCHEX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
PLAN B - TREE PLANTING
HYDRO CORRIDOR PLANTINGPER HYDRO GUIDELINES
LIMIT OF CURBAND SEED
EXISTING TREE RETENTION TO BECONFIRM BY CITY FORESTER
EXISTING LIGHTPOLES TO BERETAINED; FIXTURE RETROFITWITH LED
RETAIN EXISTINGSURFACE CONDITIONS
TERRASEED LOW MAINTENANCEECO LAWN MIX
TERRA SEED NATIVE SLOPE / HILLSIDEMIX
LIMIT OF SEED
hm58ca41Cs5
Cs5
ca23
hm21
TO7
TO5
ROSE
HILL
AV
ENUE
3.0M ASPHALT MUP PATHWAYINCL. PAINTED CENTER LINE
MEET AND MATCHEXISTING
EXISTING PEDESTALS TO BE RETAINEDEXISTING 1.5M HT. CHAIN LINK FENCE
REFER TOAPPROVED ENG.DRAWINGS FORTWSIs ANDDEPRESSEDCURB
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCHLIMIT OF HYDRO CORRIDOR
EX. TOS (LIMIT OF WORK)
EX. TOS (LIMIT OF WORK)
EX. C/L OF DITCH
EX. TOS (LIMIT OF WORK)
BOLLARD
XX00
XX00
LEGEND
LARGE DECIDUOUS TREE
FENCING
PLANTING KEY
PROPERTY LINE
UTILITIES
SMALL DECIDUOUS TREE (<7m)
SHRUB SPECIESQUANTITY
DECIDUOUS SHRUB
1.5m HT. CHAIN LINK FENCE (BY OTHERS)
CONIFEROUS TREE
HYDRO POLE (LOCATION TO BE VERIFIED ON SITE)
POST AND RAIL FENCE
1.8m MASONRY COLUMN
AMENITIES
REMOVABLE BOLLARD
BENCH WITH CONCRETE PAD
WASTE RECEPTACLE WITH
LOW MAINTENANCE 'ECO LAWN' MIX
RURAL ONTARIO ROADSIDE MIX
CONCRETE PAD
EXISTING LIGHT POLES TO BE RETAINEDFIXTURE RETROFIT WITH LED
GRASSES/PERENNIALS
PAVING
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT PAVING
GRADING
EXISTING DITCH CENTRE LINE
EXISTING TOP OF SLOPE
LIMIT OF HYDRO CORRIDOR
PLANTING
LIMIT OF WORK
SHRUB BED
TREE SPECIES
QUANTITY
KEY MAP N.T.S.
N
PLANTING PLAN
L3
Contractor shall check all dimensions on the work and report anydiscrepancy to the Landscape Architect before proceeding. Alldrawings and specifications are the property of the LandscapeArchitect and must be returned at the completion of the work. Thisdrawing is not to be used for construction until signed by theLandscape Architect.
Date
ScaleDrawn
Checked
Job No.
SheetMarch 2015
AS SHOWN
NAK
NAK13-019
Title
1 0 0- 2 50 B E S S E R E R S T R E E T , O T TA W A , O N K 1 N 6B 3 C A N A D AT 613.237.2345 F 613.237.6423 NAKDESIGNSTRATEGIES.COM
Revision
No. Description Date1 Issued for Approval - 1st Submission June 5/14
2 Re-issued for Approval - 1st Submission Sept 21/173 Issued for Approval - 2nd Submission Oct 10/17
4 Issued for Mylar Nov 7/17
5 Revised Submission for Approval Mar 9/18
PLAN A
PLAN B
Project
JOHNWOODS STREET CLOSUREMattamy (Fairwinds) Limited
FOR MULTI-USE PATHWAY
OTTAWA, ON
REVIEWED BY DEVELOPMENT REVIEW BRANCH
SIGNED
DATE
PLAN NUMBER 16828
3 PLAN B - TREE PLANTING1:300
2 PLAN B - SHRUB PLANTING1:300
1 ROSEHILL AVENUE ENTRANCE PLAN1:200
ELEVATION
FINISHED GRADE
PLAN OF CAP
COLUMN SECTION
1800
A
LINE OF BASE
CONCRETE MASONRY BLOCKCORE 140 x 390 x 190KINGSTON CREAM NATURAL STONE (ORAPPROVED EQUIVALENT) MORTAREDTIGHT "DRY" JOINTS
ADJUSTABLE GALVANIZED MASONRYANCHOR (2 ROWS PER SIDE)
4-15M VERTICAL BARS
* EMBEDMENT TO BE VERIFIED BYGEOTECHNICAL ENGINEER
COLUMN SECTION A
FINISHED GRADE
LINE OF WALL BELOW
775 TYP.
380 (CORE)
600 (VENEER)
775 (BASE)
1800
1500
MIN
.(O
R A
S D
IREC
TED
BY
GEO
TEC
HNIC
AL
ENG
.)
775(SQUARE FOOTING)
600M
IN.
BAR
EMBE
DD
MEN
T
15M VERTICAL BARS
15M HORIZONTAL RINGS,EQUAL SPACING
4-15M VERTICAL BARSPER COLUMN
30 MPa CONCRETE IN 28DAYS WITH 5-7% A.E
COMPACT SUBGRADE98% SPD
COPPER FIBRENE FLASHING
PRECAST MASONRY PIER CAP.LIGHT SANDBLAST FINISH TO
EMULATE INDIANNA LIMESTONE.
PRECAST MASONRY PIER BASE. LIGHTSANDBLAST FINISH TO EMULATE
INDIANNA LIMESTONE.
PRECAST TRIM PIECE(PROVIDE SHOP DWGS)
CONCRETE MASONRY BLOCKCORE 140 x 390 x 190
GALVANIZED MASONRY TIES (25 x208 x 20 GA.) @ EVERY OTHER BLOCKCOURSE ON EACH COLUMN FACE,STAGGERED PLACEMENT
15M EPOXY COATED DOWEL, 250LONG, CAST INTO BLOCK CORE ANDEPOXY EXTENDING 100MM ABOVECORE. ALIGN WITH DOWEL POCKETIN CAP
358040
21 135
50
25
50
50
CONTINUOUSDRIP EDGE
360
240
360
530
260
775726
50
KINGSTON CREAM NATURAL STONE(OR APPROVED EQUIVALENT) PIER
VENEER - TO MATCH EXISTING ENTRYFEATURES AT HUNTMAR DR. AND
MAPLE GROVE RD.
725 TYP.
Contractor shall check all dimensions on the work and report anydiscrepancy to the Landscape Architect before proceeding. Alldrawings and specifications are the property of the LandscapeArchitect and must be returned at the completion of the work. Thisdrawing is not to be used for construction until signed by theLandscape Architect.
Date
Scale
Drawn
Checked
Job No.
SheetMarch 2015
AS SHOWN
NAK
NAK
13-019
D1
Title
DETAILS
1 00 - 25 0 B E S S E R E R S TR E E T , O T TA W A , O N K 1 N 6 B 3 C A N A D AT 613.237.2345 F 613.237.6423 NAKDESIGNSTRATEGIES.COM
11 1.8m MASONRY COLUMNN.T.S.
Revision
No. Description Date1 Issued for Approval - 1st Submission June 5/14
2 Re-issued for Approval - 1st Submission Sept 21/17
3 Issued for Approval - 2nd Submission Oct 10/174 Issued for Mylar Nov 7/17
5 Revised Submission for Approval Mar 9/18
NOTES:1. FINAL LOCATION OF COLUMN TO BE DETERMINED ON SITE - CONTRACT
LANDSCAPE ARCHITECTURE PRIOR TO FOOTING WORKS.2. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS INDICATED OTHERWISE.3. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL INFORMSTRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCY ORVARIATION FROM THE DRAWINGS.
4. STRUCTURAL ENGINEER TO REVIEW COLUMN CONDITION PRE AND POSTCONSTRUCTION. CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER 1 WEEKPRIOR TO CONSTRUCTION TO ALLOW FOR THE REVIEW.
5. CONTRACTOR TO MONITOR THE COLUMN DURING THE CONSTRUCTIONPERIOD AND REPORT ANY MOVEMENT GREATER THAN 10MM TOSTRUCTURAL ENGINEER IMMEDIATELY.
6. ALL ELEVATIONS IN METERS, AS PER LANDSCAPE ARCHITECTURALDRAWINGS.
7. CONTACT GEOTECHNICAL CONSULTANTS AND STRUCTURAL ENGINEER 2DAYS IN ADVANCE SCHEDULING ALL FOUNDATION WORKS. FOOTINGEXCAVATION TO BE REVIEWED BY GEOTECHNICAL ENGINEER.REINFORCEMENT PLACEMENT TO BE REVIEWED AND APPROVED BYSTRUCTURAL ENGINEER.
8. MINIMUM CONCRETE COVER OVER REINFORCING BARS TO BE 75MMCAST AGAINST EARTH AND SURFACES PERMANENTLY EXPOSED TO EARTH.ALL OTHER CASES 40MM UNLESS INDICATED OTHERWISE.
9. MINIMUM ALLOWABLE SOIL BEARING PRESSURE TO BE 150MPA AT SLS AND200KPA AT ULS.
10. CONTRACTOR TO PROVIDE STRUCTURALLY CERTIFIED SHOP DRAWINGSSTAMPED BY A PROFESSIONAL ENGINEER CERTIFIED UNDER THE PEO FORAPPROVAL PRIOR TO FABRICATION AND CONSTRUCTION.
11. CONSTRUCTION ACCESS TO BE RESTORED UPON COMPLETION TOEXISTING OR BETTER CONDITIONS.
12. FOR LIST OF ALL GENERAL NOTES SEE LANDSCAPE ARCHITECT'SDRAWINGS.
NOTES:
1. POST AND RAILS TO BE WELL PEELED CEDAR, WITH NO PEELER MARKS2. CORNER AND END POSTS TO HAVE MINIMUM 25 x 100mm OBLONG HOLES FOR
RAIL LINE POSTS TO HAVE MINIMUM 64 x 100mm OBLONG HOLES FOR RAILS.3. SOURCE OF WOOD FENCING TO BE APPROVED BY THE LANDSCAPE
ARCHITECT.4. CONCRETE FOOTING SHALL BE CSA 30MPa CLASS F-1
1500
400
400
150
2500
POST TOP DIA. 120mm MIN.RAIL DIA. 90-114mm MIN.
CORNER POST IN 300mmDIA. CONCRETE FOOTING
INSERT, OVERLAP AND SECURE RAILSWITH GALVANIZED SPIRAL NAILS
COMPACTEDSTONEDUST SCREENING
2 CONIFEROUS TREE PLANTINGN.T.S.1 DECIDUOUS TREE PLANTING
N.T.S.
NOTES:1. TOPSOIL MIXTURE AND SHREDDED MULCH AS PER SPECIFICATION.2. SHRUBS SPECIFIED TO BE PLANTED SO THAT ROOTS ARE FULLY EXTENDED IN PLANTING HOLE WITH
SOIL MIX BACKFILLED CAREFULLY TO PREVENT ROOT DAMAGE.3. PROVIDE 100mm HIGH EARTH SAUCER AROUND SHRUB BED.4. STAKES TO BE REMOVED AFTER ONE YEAR OR UNTIL TAKEOVER UNLESS OTHERWISE DIRECTED BY
LANDSCAPE ARCHITECT.
150
MIN
150
VARIESWITH SPECIES
SCARIFY SUBGRADE SURFACE OFPLANTING BED PRIOR TO PLANTING
TOPSOIL MIX, LIGHTLY COMPACT ADD WATER TOWELL TO ELIMINATE AIR POCKETS AND PREVENTSETTLEMENT
REMOVE POTS COMPLETELY FROM POTTEDSTOCK OR CUT AND REMOVE BURLAP ANDWIRE FROM TOP 2/3 OF ROOT BALL
75mm DEPTH SHREDDED MULCH. PULL BACK MULCHFROM BASE OF SHRUBS. ENSURE THAT MULCH COVERSALL EXPOSED SOIL
STAKE BEYOND EDGE OF ROOT BALL USING ONE (1) STAKESECURE WITH ARBOR TIES.
REMOVE DAMAGED OR OBJECTIONABLE BRANCHES,FOLLOW THE MOST RECENT CANADIAN NURSERY & TRADESASSOCIATION PRACTICE. DO NOT PRUNE LEADER
CUT AND REMOVEBURLAP AND WIREBASKET FROM TOP2/3 OF ROOT BALL
NATURALIZED SEED MIX REFER TO SPECIFICATIONS
150
3 SHRUB BED PLANTINGN.T.S.
300MIN VARIES
300MIN
150
MIN
VA
RIES
502/
31/
310
00m
m D
EPTH
NOTES:1. REMOVE STAKES AFTER ONE YEAR OR UNTIL TAKEOVER UNLESS OTHERWISE
DIRECTED BY THE LANDSCAPE ARCHITECT.2. TOPSOIL MIXTURE AND SHREDDED MULCH AS PER SPECIFICATION
MIN 150mm TAMPED MOUNDOF PLANTING SOIL TO PREVENTSETTLEMENT
SCARIFY SURFACE OF SUBGRADEPRIOR TO PLANTING
CUT AND REMOVE BURLAP ANDWIRE BASKET FROM TOP 1/3 OFROOT BALL WITHOUT DISTURBINGROOTS
TOPSOIL MIX, LIGHTLYCOMPACTAND WATER WELL TO ELIMINATEAIR POCKETS AND PREVENTSETTLEMENT
ROOT COLLAR TO BE SET 100mmABOVE FINISHED GRADE
CONSTRUCT 100mm SAUCERAROUND TREE BASE
75mm SHREDDED MULCH AS PERSPECIFICATIONS
STAKE BEYOND EDGE OF ROOTBALL USING TWO (2) STAKES2400mm (MIN) LONG. SECUREAROUND TRUNK AND MAINBRANCHES WITH NO.12GALVANIZED WIRE ENCASED IN12 MM DIAMETER RUBBER HOSE,ALLOWING SLACK INGALVANIZED WIRE.
USE THREE (3) STAKES FOR TREES2m IN HEIGHT OR LARGER.
REMOVE DAMAGED OROBJECTIONABLE BRANCHES,FOLLOW THE MOST RECENTCANADIAN NURSERY & TRADESASSOCIATION PRACTICE. DO NOTPRUNE LEADER. PRUNE ONLYWHEN TREE IS DORMANT.1800
FINISH GRADE
5 ACCESSIBLE CIP CONCRETE PAD FOR BENCHN.T.S. 7 BENCH MOUNTING ON CONCRETE BASE
N.T.S. 8 WAST RECEPTACLE ON CONCRETE BASEN.T.S.
10 REMOVABLE BOLLARDN.T.S.
100
TYP.
1370
2960
TROWLED FINISHED EDGES
LIGHT BROOM FINISH
915 x 1370mm CLEAR AREAFOR ACCESSIBLE SEATING.END LOCATION TO BEDETERMINED BY LANDSCAPEARCHITECT.
#4 REBARS @ 200mm 0.C.
R100
100
100
BENCH LOCATIONA
FINISHGRADE
CONCRETE PAD.
GRANULAR 'A' BASE EXTENDED 150mmBEYOND CONCRETE PAD ON ALL SIDES
COMPACTED SUBGRADE
150
REFER TO PLAN FORADJACENT SURFACE
NOTES:1. FILTER FABRIC SHALL BE APPROVED NON-WOVEN CLASS 1 GEOTEXTILE AS PER MS-22.15 WHEN
WARRANTED BY SOIL CONDITION, SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT.2. GRANULAR 'A' SHALL MEET THE REQUIREMENTS OF OPSS 1010. REFER TO SPECIFICATIONS.
MAY REQUIREGEOTEXTILE IF SOIL
CONDITIONS WARRANT
SECTION A
1800 1060
COMPACTED SUBGRADE 98% S.P.D. FORFILL AREAS, 95% S.P.D. FOR CUT AREAS
GRANULAR 'A' BASECOMPACTED AS PER
SPECIFICATION
GEOTEXTILE
NOTES:1. FILTER FABRIC SHALL BE APPROVED NON-WOVEN CLASS 1 GEOTEXTILE AS PER MS-22.25 WHEN
WARRANTED BY SOIL CONDITION, SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT2. GRANULAR 'A' SHALL MEET THE REQUIREMENTS OF OPSS 1010.
REFER TO PLAN FORADJACENT SURFACE
10mm THREADED STAINLESS STEELANCHOR BOLT, DRILL & SECUREWITH EPOXY ADHESIVE
TAMPER-PROOF NUT
PEEN THREADED END OFANCHOR ROD
PROVIDE CONCRETEPAD AS PER
SPECIFICATIONS
PRE-DRILL CONCRETEPRIOR TO UNITINSTALLATION
BENCH LEGS REFER TOMANUFACTURER SHOP
DRAWINGS
150
150
95
DISTANCE BETWEENBENCH LEGS
150
FINISHGRADE
9 TWO POST AND RAIL FENCEN.T.S.
SEED ON 150 MIN. TOPSOIL
GRANULAR 'A'
COMPACTED SUBGRADE 98% SPMDD FOR FILLAREAS, 95% SPMDD FOR CUT AREAS
GRANULAR 'B', TYPE 2, SUB BASECOMPACTED TO 98% SPMDD
NOTES:1. EXCAVATE TO 500mm MINIMUM DEPTH OR DEEPER, AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL AND REPLACEMENT OF ANY UNSUITABLE SUBGRADE MATERIAL SUCH AS TOPSOIL. ALL SOFT SPOTSAND/OR ORGANIC MATTER AND REPLACEMENT WITH CLEAN SUBSOIL FILL. SUBGRADE SHALL BE CONSOLIDATED TOA 98% SPMDD REMOVE EXCAVATED MATERIAL OFF SITE UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT.
2. GRANULAR 'A' - 98% SPMDD, GRANULAR B, TYPE 2, 98% PMDD, BASE AND SUBBASE GRANULARS TO OPSS3. 50mm TOP SURFACE LAYER (AFTER COMPACTION) OF HOT MIX HL3 FINE IN ACCORDANCE WITH O.P.S.S
STANDARDS.4. ASPHALT EDGE TO BE 45 DEGREES WELL TAMPED TO FORM UNIFORMLY SMOOTH, CLEAN EDGES WITHOUT LATERAL
DEVIATIONS. SOD TO FEATHER IN WITH EXISTING SOD AND GRADES AT A MAXIMUM SLOPE OF 4:1.5. SLOPE TO BE A MINIMUM OF 2% ON CROWNED OR CROSS SLOPED PATHS AS DIRECTED ON SITE OR AS SHOWN IN
DRAWINGS.6. ALL DISTURBED AREAS ALONG ASPHALT WALKWAYS SHALL BE SODDED OVER 150mm TOPSOIL FOR A MINIMUM
DISTANCE OF 900mm.
*NOTE: TO BE CONFIRMED WITH SOIL INVESTIGATIONS AND MODIFIED ACCORDINGLY.
300
150
50
AS SPECIFIED150 150
50mm HL3 FINE ASPHALT WITH45 DEGREE TAMPED EDGE
CROSS SLOPE2% MIN. FINISH GRADE
FINISHED GRADE FLUSHWITH EDGE OF ASPHALT
4 ASPHALT WALKWAY / SERVICE ACCESS - HEAVY DUTYN.T.S.
NOTES:1. CONCRETE TO BE 32 MPa CLASS C-2 MEETING THE REQUIREMENTS OF S.P. F-3510 AND PLACED IN
ACCORDANCE WITH S.P. F-9040. REFER TO SPECIFICATIONS.2. GRANULAR 'A' SHALL MEET THE REQUIREMENTS OF OPSS 1010.3. APPROVED NON-WOVEN CLASS 1 GEOTEXTILE AS PER MS-22.15 WHEN WARRANTED BY SOIL
CONDITION, SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT.
CONCRETE PAVING - 32MPa - 6% A.E. STIFFBROOM FINISH WITH NO TROWEL, STEELEDGE/ CONTROL JOINT 1500mmO.C.,SAWCUT OR TOOLED, EXPANSIONJOINT 6000mm O.C. AND ABUTTING OTHERCONCRETE STRUCTURES. 150x150x6x6WELDED WIRE MESH
GRANULAR 'A' @ 100% S.P.D.
WELL COMPACTED SUBGRADE, 98% S.P.D.
AS SPECIFIED150TYP.
150TYP.CROSS SLOPE
1% MIN. - 2% MAX.
GEOTEXTILE
REFER TO PLAN FOR ADJACENT SURFACE
FINISHGRADE15
020
0
50
6 LIGHT DUTY CONCRETE PAVING N.T.S.
INSTALL ASPHALTAFTER POURINGCONCRETE PAD
FOR WASTE RECEPTACLEREFER TOSPECIFICATIONS.SURFACE MOUNT WITHMANUFACTURERSUPPLIED HARDWARE
POURED-IN-PLACECONCRETE,TROWEL FINISH150mm DEPTHCLEAR GRANULARCOMPACTEDSUB-GRADE
CONCRETE
WASTERECEPTACLE
REFER TO PLANFOR ADJACENTSURFACE
850
450
500
MIN
.
EQ.
EQ. EQ.
1235
NOTES:1. ALL PIPE AND COMPONENTS SHALL BE GALVANIZED AFTER FABRICATION2. CONTRACTOR TO SUPPLY HEAVY DUTY PADLOCK AS REQUIRED3. 5mm RESTING PLATE TO BE WELDED TO INSERT4. CONCRETE FOOTING SHALL BE CSA 30 MPA CLASS F-1
LOCKING DEVICELOCKING PIN TO BE GALVANIZED AFTER BENDING.
110 ID PIPE SLEEVE CAPPED
60mm GALVANIZED STEEL INSERT PIPE TO BEDRILLED TO RECEIVE REBAR PIN IN CLOSED OR(100o) OPEN POSITION
20mm REBAR PIN THROUGH BOTH PIPES. BENDONE END AT 90 TO PROVIDE 100mm HANDLEDRILL HOLE AT OTHER END TO ACCEPT HEAVYDUTY PADLOCK, REBAR TO BE WELDED TO HEAVYDUTY CHAIN. CHAIN TO BE WELDED TO 73 DIA.PIPE
5mm RESTING PLATE(25mm ABOVE GRADE)
EXISTING UNDISTURBED SUBGRADE
CONCRETE FOOTING
102 OD x 1150 LENGTHSCHED. 40 PIPE. CAPPED
1000
125
2510
0020
0
FINISHGRADE
1800
CLE
AR
STEM
FINISH GRADE
NOTES:1. REMOVE STAKES AND RODENT GUARD AFTER ONE YEAR OR UNTIL
TAKEOVER, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT.2. TOPSOIL MIXTURE AND SHREDDED MULCH AS PER SPECIFICATION3. REMOVE TREE WRAP AFTER PLANTING4. CALIPER TO BE MEASURED AT THE BASE OF TREE AT ROOT BALL.
COMPACTED SUBGRADE
TOPSOIL MIX, LIGHTLY COMPACT ANDWATER WELL TO ELIMINATE AIR POCKETSAND PREVENT SETTLEMENT
CUT AND REMOVE BURLAP AND WIREBASKET FROM TOP 2/3 OF ROOT BALLWITHOUT DISTURBING ROOTS
SCARIFY SURFACE OF SUBGRADEPRIOR TO PLANTING
ROOT COLLAR TO BE SET 100mmABOVE FINISHED GRADE
CONSTRUCT 100mm SAUCER AROUNDTREE BASE
75mm SHREDDED MULCH ASPER SPECIFICATIONS
APPLY 450mm MINIMUM FLEXIBLEPLASTIC RODENT COLLAR
STAKE BEYOND EDGE OF ROOT BALL USINGTWO (2) STAKES 2400mm (MIN) LONG.SECURE AROUND TRUNK AND MAINBRANCHES WITH NO.12 GALVANIZED WIREENCASED IN12mm DIAMETER RUBBER HOSE, ALLOWINGSLACK IN GALVANIZED WIRE.
GUY WIRES SHOULD BE WOUND TIGHTLY -THERE MUST BE NO PROTRUDING WIREWHICH MAY CREATE A HAZARD.
USE THREE (3) STAKES FOR TREES 3m INHEIGHT OR LARGER. LARGER TREES MAY BEGUYED RATHER THAN STAKED, AS DIRECTEDBY THE LANDSCAPE ARCHITECT.
REMOVE DAMAGED OROBJECTIONABLE BRANCHES, FOLLOWTHE MOST RECENT CANADIAN NURSERY& TRADES ASSOCIATION PRACTICE. DONOT PRUNE LEADER.
1800
200
MIN
.
300
MIN.
Project
JOHNWOODS STREET CLOSUREMattamy (Fairwinds) Limited
FOR MULTI-USE PATHWAY
OTTAWA, ON
REVIEWED BY DEVELOPMENT REVIEW BRANCH
SIGNED
DATE
PLAN NUMBER 16828
4.8mASPHALT PATH
LOW TREE ZONE (6.0 m) MEDIUM TREE ZONE (6.0 -12.0m)
HYDRO OTTAWAPLANTING ZONES
POST AND RAIL WOOD FENCE
DECIDUOUS AND CONIFEROUS SHRUBS
STONE VENEERENTRANCE COLUMN
REMOVABLE BOLLARD
20m PATHWAY CORRIDOR
PATHWAY CLEARANCE
3.0m1.5m 1.5m
LOW TREE ZONE (6.0m) MEDIUM TREE ZONE (6.0 -12.0m)HYDRO OTTAWAPLANTING ZONES
EXISTING FENCE
NATIVE SHRUB MIX
ASPHALT PATH
HYDRO POLE
CHAIN-LINK FENCE
NO-MOW SEED MIX
EXISTING DITCH
Contractor shall check all dimensions on the work and report anydiscrepancy to the Landscape Architect before proceeding. Alldrawings and specifications are the property of the LandscapeArchitect and must be returned at the completion of the work. Thisdrawing is not to be used for construction until signed by theLandscape Architect.
Date
Scale
Drawn
Checked
Job No.
SheetMarch 2015
AS SHOWN
NAK
NAK
13-019
D2
Title
DETAILS
1 00 - 25 0 B E S S E R E R S TR E E T , O T TA W A , O N K 1 N 6 B 3 C A N A D AT 613.237.2345 F 613.237.6423 NAKDESIGNSTRATEGIES.COM
Revision
No. Description Date1 Issued for Approval - 1st Submission June 5/14
2 Re-issued for Approval - 1st Submission Sept 21/17
3 Issued for Approval - 2nd Submission Oct 10/174 Issued for Mylar Nov 7/17
5 Revised Submission for Approval Mar 9/18
2 TYPICAL CORRIDOR CROSS-SECTIONN.T.S.
1 MAPLE GROVE ROAD ENTRANCE ELEVATIONN.T.S.
Project
JOHNWOODS STREET CLOSUREMattamy (Fairwinds) Limited
FOR MULTI-USE PATHWAY
OTTAWA, ON
REVIEWED BY DEVELOPMENT REVIEW BRANCH
SIGNED
DATE
PLAN NUMBER 16828
PH
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PHASE 1PHASE 2
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MIKA STREET
JOHNWOODS STREET
KINALEA CRESCENT
JOHNWOODS STREET
KINALEA CRESCENT
ST
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ET
RO
SE
HIL
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CA
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ON
IA
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SW
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ASPHALT - PULVERIZE AND RE-USE MATERIAL
REMOVE GRAVEL
REMOVE GRAVEL
EXISTING STREETLIGHT
ON EXISTING HYDRO POLE
EXISTING STREETLIGHT
ON EXISTING HYDRO POLE
EXISTING STREETLIGHT
ON EXISTING HYDRO POLE
EXISTING STREETLIGHT
ON EXISTING HYDRO POLE
EXISTING STREETLIGHT
ON EXISTING HYDRO POLE
EXISTING STREETLIGHT
ON EXISTING HYDRO POLE
EXISTING STREETLIGHT
ON EXISTING HYDRO POLE
DATE:
SCALE:
PROJECT No. :
DRAWING No.
2014
13-696
1:500
1
120 Iber Road Unit 103
Stittsville, Ontario, K2S 1E9
Tel. (613) 836-0856
Fax. (613) 836-7183
www.DSEL.ca
JOHNWOODS PEDESTRIAN PATHWAY REMOVALS PLAN
z:\projects\13-696 fairwinds west\b_design\b2_drawings\b2-5_sketches and figures\2014-05-26_johnwoods_base\2017-11-07_696_johnwoods_removals.dwg
REVIEWED BY DEVELOPMENT REVIEW BRANCH
SIGNED .
DATE .
PLAN NUMBER 16828 .
