Page 1
SEE 3-L2
SEE 4-L2
UA
UA
AF
UA
GT
AF
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UA
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GT
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THESE NOTES ARE APPLICABLE TO ALL DRAWINGS IN THE SET;
DO NOT SCALE DRAWINGS;
F.D. Fountain Inc. IS NOT RESPONSIBLE FOR ACCURACY OF BASE INFORMATION;
REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING & SITE SERVICINGINFORMATION;
REFER TO TREE CONSERVATION REPORT FOR EXISTING VEGETATION TO BEPROTECTED DURING CONSTRUCTION;
THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING SITE CONDITIONS ANDREPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT;
THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT LOCATIONS OF ALLUNDERGROUND SERVICES AND OBTAINING CLEARANCE FROM ALL APPLICABLEUTILITIES. PROPOSED WORKS FOUND TO BE IN CONFLICT WITH UNDERGROUNDSERVICES MAY BE ADJUSTED AT THE DIRECTION OF THE LANDSCAPE ARCHITECT;
LANDSCAPE ELEMENTS SHOWN ARE SUBJECT TO THE FINAL LOCATION OFUNDERGROUND SERVICES AND UTILITIES;
DO NOT INSTALL TREES ON PROPERTY / LOT LINES OR WITHIN DRAINAGEEASEMENTS;
PERFORM WORK IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS;
ALL PLANT MATERIAL SHALL BE No. 1 NURSERY STOCK AND SHALL MEET OREXCEED THE SPECIFICATION OF THE Canadian Standards for Nursery Stock, ASPUBLISHED BY THE Canadian Nursery Landscape Association;
SPECIES SUBSTITUTIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVALOF THE LANDSCAPE ARCHITECT;
ALL UN-PAVED SURFACES TO RECEIVE 150mm DEPTH TOPSOIL & SOD.
IMPORTANT NOTICE FOR CONTRACTOR:
THE CITY OF OTTAWA REQUIRES A Certificate of Completion (F1) Landscape Works TOBE SUBMITTED AND SEALED BY THE LANDSCAPE ARCHITECT. CONTRACTORS ARERESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE REQUIREMENTS OF THISPROCESS AND PROVIDING SUFFICIENT NOTICE TO THE LANDSCAPE ARCHITECT TOCONDUCT SITE REVIEWS DURING INSTALLATION OF TREES. THE 1 YEAR WARRANTYPERIOD SHALL NOT COMMENCE UNTIL THE LANDSCAPE ARCHITECT HAS SUBMITTEDTHE F1 Certificate.
PRIOR TO INSTALLATION OF TREES, THE DEVELOPER WILL CONTACT THE PLANNINGAND GROWTH MANAGEMENT AND FORESTRY SERVICES TO REVIEW THE SPECIESAND LOCATION OF TREES.
PLANTING SCHEDULE
KEY QTY. BOTANICAL NAME COMMON NAME SIZE / CONDITION / SPACING
DECIDUOUS TREES
AC 5 Amelanchier canadensis Serviceberry 50mm cal. / W.B. (tree form)
AF 5 Acer rubrum 'freemanii' Freeman's Maple 70mm cal. / W.B.
CO 3 Celtis occidentalis Common Hackberry 70mm cal. / W.B.
CL 3 Cladrastis lutea Yellowwood 50mm cal. / W.B.
CM 4 Crataegus x mordenensis 'Toba' Thornless Toba Hawthorn 50mm cal. / W.B.
FA 1 Fagus americana American Beech 50mm cal. / W.B.
GT 2 Gleditsia triacanthos var. inermis 'Skyline' Skyline Honeylocust 70mm cal. / W.B.
PC 2 Pyrus calleryana 'Chanticleer' Chanticleer Callery Pear 50mm cal. / W.B.
QR 5 Quercus rubra Red Oak 70mm cal. / W.B.
SR 4 Syringa reticulata 'Ivory Silk' Ivory Silk Japanese Lilac 50cm cal. / W.B. (tree form)
TA 3 Tilia americana Basswood 70mm cal. / W.B.
UA 5 Ulmus americana 'Liberty' Liberty Elm 70mm cal. / W.B.
CONIFEROUS TREES
AB 4 Abies balsamea Balsam Fir 175cm ht. / W.B.
PP 3 Picea pungens Colorado Spruce 175cm ht. / W.B.
PN 2 Pinus nigra Austrian Pine 175cm ht. / W.B.
PS 5 Pinus strobus Eastern White Pine 175cm ht. / W.B.
TC 2 Tsuga canadensis Canadian Hemlock (Eastern Hemlock) 175cm ht. / W.B.
DECIDUOUS SHRUBS
Cs2 5 Cornus sericea 'Flaviramea' Yellow Twig Dogwood 60cm ht. / 100cm o.c.
Cs3 61 Cornus sericea Red Osier Dogwood 60cm ht. / 100cm o.c.
Rt 72 Rhus typhina Staghorn Sumac 2 yr / potted / 120cm o.c.
So 14 Symphoricarpus albus Snowberry 60cm ht. / 100cm o.c.
Ss 18 Sorbaria sorbifolia False Spirea 60cm ht. / 90cm o.c.
EVERGREEN SHRUBS
Js 17 Juniperus sabina 'Blue Danube' Blue Danube Juniper #3 Pot / 1m o.c.
Tc 21 Taxus cuspidata 'Nana' Dwarf Japanese Yew #3 Pot / 1m o.c.
PERENNIALS & GRASSES
Ca 38 Calamagrostis acutiflora 'Karl Foerster' Feather Reed Grass #2 Pot / 50cm o.c.
Cl 24 Chasmanthium latifolium Northern Sea Oats #2 Pot / 45cm o.c.
Hea 164 Hemerocallis 'Bertie Ferris' Bertie Ferris Daylilly #1 Pot / 40cm o.c.
Hec 93 Hemerocallis 'Chicago Apache' Chicago Apache Daylilly #1 Pot / 50cm o.c.
Hed 72 Hemerocallis 'Dark Ruby' Dark Ruby Daylilly #1 Pot / 50cm o.c.
Hes 165 Hemerocallis 'Stella de Oro' Stella D'Oro Daylilly #1 Pot / 35cm o.c.
Hoa 24 Hosta 'Abiqua Drinking Gourd' Plantain Lily #1 Pot / 100cm o.c.
Hos 21 Hosta 'American Sweetheart' Plantain Lily #1 Pot / 90cm o.c.
Msp 44 Miscanthus sinensis 'Purpurescens' Flame Grass #2 Pot / 120cm o.c.
³
³
SEE 4-L2
CL CMACCM PC PC
QR CO TA QR CO TA QR CO TAQR
CL
AC
QRAC
PN
PP
PP
TC
PS
PS
SR
SR
SRPS
AC PP
PN
AF
TC
AB
AB
PS
CM
AB
PS
SEE 1-L2 SEE 2-L2 SEE 1-L3
CO
AC
SR
FA
18Ss
PRE-CAST STEPS RISERS (15 TOTAL).'Raffinato' UNITS BY Techo-Bloc OR
APPROVED EQUIVALENT. INSTALL PERMANUFACTURER'S INSTRUCTIONS
GATE OPENING IN FENCE
PLANT KEY (QTY. / SPECIES KEY)
INDIVIDUAL DECIDUOUS TREES WITH SPECIESKEY (SEE PLANTING SCHEDULE FOR SPECIESAND QUANTITIES)
INDIVIDUAL CONIFEROUS TREES WITH SPECIESKEY (SEE PLANTING SCHEDULE FOR SPECIESAND QUANTITIES)
SHRUB / PERENNIAL / ORNAMENTAL GRASS /GROUNDCOVER BEDS - REFER TO DETAILEDPLANS ON L2 & L3
SOUND FENCE (SEE CIVIL DRAWINGS)
3XX
AC
PPPN
AF
1.8m ht. CHAINLINK FENCE (BLACKVINYL-COATED, COMMERCIAL-GRADE)
Copyright ReservedThe Copyrights to all designs and drawings are the property of f.d. fountain landscape architecture.
Unauthorized reproduction or use is forbidden. DO NOT SCALE DRAWING
Copyright réservésLes droits d'auteur à tous les modèles et dessins sont la propriété de f.d. fountain landscape architecture.
Reproduction ou utilisation non autorisée est interdite. NE PAS L'ÉCHELLE DE DESSIN
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designed / conçu
DF/SM
1298 OGILVIE ROAD
drawn / dessiné reviewed / examiné
date project number / No. du projet
drawing number / No. du dessin
L1of 3
drawing / dessin
project / projet
north / le nord stamp / le cachet
0 issue for Client review 02/26/2018
legend / légende
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I N AEP
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ALFOL UFS OA
NDS
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CAT
NGU
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M SMBERE
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Client / Client
1 issue for SPC submission
description / la descriptionrev'n mm/dd/yyyy
DF/SP DF
January 2018 C 18-86
OVERALL LANDSCAPE PLAN
1L1
OVERALL LANDSCAPE PLAN1:500
general notes / notes générales
03/02/2018
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(OTTAWA FRONT)
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LOT 25 CONCESSION 2
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plan 4r - 14518
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plan 5r-923
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REGIONAL ROAD NO. 50
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ROAD ALLOWANCE BETWEEN
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CONCESSIONS 1 AND 2 (OTTAWA FRONT)
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OGILVIE ROAD
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part 9 plan 5r-1531
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P.I.N. 04269 - 0130
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PART 5 PLAN 4R-16465
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PART 4 PLAN 4R-16465
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BLOCK 15162
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P.I.N. 15162-0001 TO 15162-0123
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PLAN NO. 162
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CARLETON CONDOMINIUM
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P.I.N. 04264- 0548
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N 22%%d 01' 40" W 145.14
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N58%%d08'40"E
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N59%%d38'00"E
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SUBJECT TO A RIGHT-OF-WAY PER INST. NO. LT1274594
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EASEMENT PER INST. NO. N703665 AND N662245
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Brick Building
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1 STOREY
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ENTRANCE
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P.I.N. 04264 - 0549
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N 22%%d 01' 40" W 91.26
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EX. 2250mm STM @ 0.18%
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T/L=74.10
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W.INV=70.72±
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E.INV=70.72±
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S.INV=70.77
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100mm FORCEMAIN
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STM109 (1200) T/L=74.49 E.INV=71.33 S.INV=71.27 W.INV=72.79
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250mm WATERMAIN
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TVS CONNECTION EXISTING 600mm BY CITY FORCES EXCAVATION, BACKFILL, AND RE-INSTATEMENT BY CONTRACTOR
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OGILVIE ROAD
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19.2m-200mm
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SAN @ 1.0%%%
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SAN5 (1200)
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T/L=74.28
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N.INV=72.63
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CROSSING
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EX 2250mm
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STM OBV=68.24±
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STM INV=65.99±
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SAN INV=72.52
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EX. 2250mm STM @ 0.18%
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E.INV=70.75±
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CONTRACTOR TO CONFIRM
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EX. STM MH INV=95.92
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STM108 (1200) T/L=74.49 E.INV=72.90 N.INV=71.48 W.INV=71.42
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STM107 (1200) T/L=74.26 S.INV=71.65 C/W 75mm ICD NW.INV=72.27 NE.INV=72.41
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33.4m-250mm STM @ 0.5%
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CB10 T/L=74.15 INV=72.65
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4.8m-250mm CBLEAD @ 1.0%
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5.4m-250mm CBLEAD @ 1.0%
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INSULATE PER CITY STD. W23
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RETAINING WALL MAX HEIGHT=0.92m
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CB11 T/L=74.15 INV=72.65
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SITE BENCH MARK ARROW ON FIRE HYDRANT ELEVATION=75.51m
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EX. 375mm STM
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EX. 375mm STM @ 0.6%
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EX. CB T/L=74.11
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EX. 200mm SAN
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EX. 300mm STM
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EX. 152mm WTR
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EX. 600mm AWWA WTR
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EX. CB T/L=73.62±
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FULLY DEPRESSED CURB AND SIDEWALK PER CITY STD. SC7.1
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EX. STM INV=71.90±
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SAN CROSSING
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STM OBV=72.25±
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STM INV=72.55±
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EXISTING UTILITIES TO BE
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CONFIRMED PRIOR TO
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EXCAVATION
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EX. CB T/L=73.62±
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SITE BENCH MARK ARROW ON FIRE HYDRANT ELEVATION=75.51m
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EX. CB T/L=73.65
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74.39T/C
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74.26T/L
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74.39T/C
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74.30T/C
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74.15T/L
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74.30T/C
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74.15T/L
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74.52T/C
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74.49T/C
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74.44T/C
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74.44T/C
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74.60T/C
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74.80%%p
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74.80%%p
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74.82%%p
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74.82%%p
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74.27T/C
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74.75%%p
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74.86%%p
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75.00T/W
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74.74%%p
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73.65%%p
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73.62T/L
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73.62T/L
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74.36%%p
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74.36%%p
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74.23%%p
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74.23%%p
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74.10%%p
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74.10%%p
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74.30%%p
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74.30%%p
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PLAN NO. 162
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CARLETON CONDOMINIUM
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O N T A R I O H Y D R O T R A N S M I S S I O N C O R R I D O R
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plan 4r-8996
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plan 5r-3170
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PLAN 4R-12845
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part 3 plan 5r - 3170
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PART 2 PLAN 4R-16465
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PART 1 PLAN 4R-16465
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plan 4r - 16465
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BLOCK 15162
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P.I.N. 15162-0001 TO 15162-0123
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BLOCK 15087
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P.I.N. 15087-0001 TO 15087-0106
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CARLETON CONDOMINIUM
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PLAN NO. 87
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P.I.N. 04264 - 0549
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P.I.N. 04264 - 0549
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P.I.N. 04264 - 0549
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P.I.N. 04264 - 0549
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N 67%%d 58' 20" E 54.00
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N 22%%d 01' 40" W 40.00
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N 67%%d 58' 20" E
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N 22%%d 01' 40" W 41.34
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N 78%%d 26' 30" E 116.43
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N 87%%d 20' 30" E 91.44
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N 22%%d 01' 40" W 145.14
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EASEMENT PER INST. NO. N703665 AND N662245
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N 79%%d 37' 00" E 255.84
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PALERSTON DRIVE
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PALMERSTON DRIVE
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EX. 2250mm STM @ 0.18%
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SAN5 (1200)
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T/L=74.45
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S.INV=70.07
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STM101(1200) T/L=72.30 N.INV=68.96 C/W 55mm LOW FLOW ICD SW.INV=69.02
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FND205 (1200) T/L=74.73 S.INV=72.43
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72.8m-450mm STM @ 0.5%
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75.9m-375mm FND @ 0.5%
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79.6m-200mm SAN @ 0.49%%%
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64.0m-375mm FND @ 0.5%
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34.0m-450mm STM @ 0.5%
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STM109 (1200) T/L=74.49 E.INV=71.33 S.INV=71.27 W.INV=72.79
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100mm FORCEMAIN
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150mm WATERMAIN
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22.5m-250mm SUBDRAIN @ 0.6%
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CB15 T/L=73.76 E.INV=72.26 N.INV=72.76
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2 - 100mm STM @ 1.0%INV=72.43 4 - 135mm SAN @ 1.0%INV=72.43 12 - 25mm WTR SERVICE
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250mm WATERMAIN
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250mm WATERMAIN
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250x150mm REDUCER
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CB'T'18B T/L=74.52 INV=73.17
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CB'L'16 T/L=74.21 INV=73.21
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64.0m-450mm STM @ 0.5%
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64.1m-200mm SAN @ 0.5%%%
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69.3m-300mm FND @ 0.5%
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42.8m-200mm SAN @ 0.5%%%
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CB9 T/L=74.07 INV=69.55 C/W 80mm ICD
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CB7 T/L=73.77 INV=69.67 C/W 75mm ICD
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CB6 T/L=73.77 INV=69.82 C/W 75mm ICD
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CB8 T/L=74.07 INV=69.63 C/W 75mm ICD
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CB5 T/L=73.47 INV=69.90 C/W 80mm ICD
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CB4 T/L=73.47 INV=69.98 C/W 75mm ICD
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CB3 T/L=73.14 INV=70.09 C/W 85mm ICD
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CB2 T/L=73.14 INV=70.15 C/W 75mm ICD
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STM103 T/L=72.99 W.INV=70.03 E.INV=70.03
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37.9m-450mm STM @ 0.5%
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21.5m-300mm FND @ 0.5%
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STM102(1200) T/L=72.49 C/W WATERTIGHT LID PER OPSD W.INV=70.22 SE.INV=70.28
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STM104 T/L=73.26 W.INV=69.86 E.INV=69.86
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FND202 T/L=73.29 E.INV=68.45 W.INV=68.44
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STM105 T/L=73.82 E.INV=69.54 W.INV=69.53
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FND203 T/L=73.85 E.INV=68.12 W.INV=68.11
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STM106 T/L=74.32 SW.INV=69.11 C/W 82mm ICD E.INV=69.17 N.INV=71.03
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STM110 T/L=74.50 W.INV=67.70 C/W TIDEFLEX BACKFLOW PREVENTER E.INV=69.09 NE.INV=67.69
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FND201 T/L=72.57 W.INV=68.79 S.INV=68.85
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T/L=73.16
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W.INV=70.26
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FND204 T/L=74.37 SW.INV=67.70 E.INV=67.73 N.INV=72.24
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37.9m-250mm FND @ 0.5%
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2.0m-450mm STM @ 0.8%
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2.0m-375mm FND @ 0.5%
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48.2m-375mm STM @ 0.5%
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CB1 T/L=71.97 INV=70.47 C/W 75mm ICD
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18.6m-250mm CBLEAD @ 1.0% (MIN)
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ACCESSORY
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STM108 (1200) T/L=74.49 E.INV=72.90 N.INV=71.48 W.INV=71.42
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17.6m-250mm STM @ 0.5%
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33.4m-250mm STM @ 0.5%
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CB12 T/L=74.52 W.INV=72.97 S.INV=73.03
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CB13 T/L=74.35 INV=72.85 C/W 75mm ICD
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CB14 T/L=74.35 INV=72.85 C/W 80mm ICD
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40.3m-250mm CB LEAD @ 1.0% (MIN)
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T/L=73.35
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E.INV=70.05
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W.INV=70.02
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T/L=74.43
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E.INV=69.29
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W.INV=69.26
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N.INV=69.86
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11.8m-200mm SAN
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@ 0.57%%%
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DS.INV=69.20
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42.5m-200mm SAN @ 0.5%%%
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T/L=73.88
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E.INV=69.70
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W.INV=69.69
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CB'T'17 T/L=73.98 INV=72.98
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CB'L'19 T/L=71.58 INV=70.58
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16.0m-250mm SUBDRAIN @ 1.4%
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17.5m-250mm SUBDRAIN @ 1.2%
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6.6m-250mm CB LEAD @ 1.1%
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19.2m-300mm CBLEAD @ 1.0% (MIN)
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30.2m-250mm SUBDRAIN @ 0.5%
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CB'T'20 T/L=72.32 INV=70.42
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CB'T'21 T/L=72.17 INV=70.31
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21.3m-250mm SUBDRAIN @ 0.5%
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CB'T'22 T/L=72.01 INV=70.20
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CB'T'23 T/L=71.76 INV=70.04
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21.3m-250mm SUBDRAIN @ 0.5%
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31.6m-250mm SUBDRAIN @ 0.5%
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21.3m-250mm SUBDRAIN @ 0.5%
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21.3m-250mm SUBDRAIN @ 2.4%
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CB'T'24 T/L=71.06 INV=69.93
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CB'T'25 T/L=70.40 INV=69.40
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CB26 T/L=70.63 E.INV=69.21 W.INV=69.24
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31.3m-300mm SUBDRAIN @ 0.5%
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INSULATE PER CITY STD. W23
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EMERGENCY OVERFLOW
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RETAINING WALL MAX HEIGHT=1.36m
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RETAINING WALL MAX HEIGHT=0.92m
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250x150mm REDUCER
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EX. 200mm SAN
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EX. 200mm SAN
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EX. 300mm STM
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EX. 300mm STM
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EX. 152mm WTR
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CB'L'18A T/L=74.22 INV=73.22
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8.5m-250mm SUBDRAIN @ 0.6%
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2.2m NOISE BARRIER WALL PER TRAFFIC NOISE ASSESSMENT REPORT PREPARED BY GRADIENT WIND
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2.2m NOISE BARRIER WALL PER TRAFFIC NOISE ASSESSMENT REPORT PREPARED BY GRADIENT WIND
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2.2m NOISE BARRIER WALL PER TRAFFIC NOISE ASSESSMENT REPORT PREPARED BY GRADIENT WIND
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CURB CUT ELEV=74.33
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CICB103 T/L=72.99 INV=70.27 C/W 75mm ICD
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150mm WATERMAIN
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CONNECTION TO EXISTING STM SEWER PER CITY STD. SC11.2 INV=66.79
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1 - 100mm STM @ 1.0%INV=72.53 2 - 135mm SAN @ 1.0%INV=72.53 6 - 25mm WTR SERVICE
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2 - 100mm STM @ 1.0%INV=71.97 4 - 135mm SAN @ 1.0%INV=71.97 12 - 25mm WTR SERVICE
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2 - 100mm STM @ 1.0%INV=71.68 4 - 135mm SAN @ 1.0%INV=71.68 12 - 25mm WTR SERVICE
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2 - 100mm STM @ 1.0%INV=71.39 4 - 135mm SAN @ 1.0%INV=71.39 12 - 25mm WTR SERVICE
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2 - 100mm STM @ 1.0%INV=71.05 4 - 135mm SAN @ 1.0%INV=71.05 12 - 25mm WTR SERVICE
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2 - 100mm STM @ 1.0%INV=70.92 4 - 135mm SAN @ 1.0%INV=70.92 12 - 25mm WTR SERVICE
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1.8m-300mm STM @ 1.0%
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TRITON S-29 OR APPROVED EQUIVALENT VOL=119m³ INV=68.05 OBV=68.91
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4.9m-300mm STM @ 1.0%
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TRITSON S-29 OR AN APPROVED EQUIVALENT VOL=150m³ INV=69.22 OBV=70.13
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EX. CB T/L=74.36±
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EX. CB T/L=72.94±
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OUTLINE OF U/G STORAGE
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OUTLINE OF U/G STORAGE
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74.49T/L
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74.63T/C
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74.75T/C
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74.58B/W
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74.50T/C
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Group Of Companies
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RICHCRAFT
Page 2
ASPHALT SIDEWALK (PER CIVIL)
9Tc
6Cl
19Hea
2Msp
8Cl
23Hes
5Js
77Hes
10Cl
6Cs3
5Cs2
23Hec
12Js
14So
ASPHALTSIDEWALK(PER CIVIL)
TOPSOIL ANDSOD
70Hec
TYP. STAIRS (PER ARCHITECTURAL)
TYP. MAINTENANCE EDGE - SEE 2-L3
19Hea
TOPSOIL ANDSOD
TYP. ANNUAL BEDS (BY OWNER)
ASPHALT SIDEWALK (PER CIVIL)
TOPSOIL ANDSOD
ASPHALTSIDEWALK(PER CIVIL)
6Tc
12Hed
2Msp
7Hos
2Msp
12Hed
6Tc
600 MIN.
1200 MIN.
TOPSOIL ANDSOD
TOPSOIL ANDSOD
TOPSOIL ANDSOD
ASPHALTSIDEWALK(PER CIVIL)
TYP. STAIRS (PER ARCHITECTURAL)
TYP. STAIRS (PER ARCHITECTURAL)TYP. MAINTENANCE EDGE - SEE 2-L3
TYP. MAINTENANCE EDGE - SEE 2-L3
TYP. ANNUAL BEDS (BY OWNER)
ASPHALT SIDEWALK (PER CIVIL)
TOPSOIL ANDSOD
TOPSOIL ANDSOD
TOPSOIL ANDSOD
TOPSOIL ANDSOD
600 MIN.
ASPHALTSIDEWALK(PER CIVIL)
1200 MIN.
ASPHALT SIDEWALK(PER CIVIL)
TOPSOIL AND SOD
6Ca
19Hea
2Msp
6Hoa
2Msp
19Hea
6Ca
TYP. STAIRS (PER ARCHITECTURAL)
TYP. STAIRS (PER ARCHITECTURAL)TYP. MAINTENANCE EDGE - SEE 2-L3
TYP. MAINTENANCE EDGE - SEE 2-L3
TYP. ANNUAL BEDS (BY OWNER)
42Hes
7Msp
4Cs3
23Hes
7Msp
TOPSOIL AND SODREINSTATEMENT
IN R.O.W. (AS REQ.)
MASONRY SIGN WALL(BY OTHERS) - SEE 7-L3
COORDINATE LAYOUT WITHEXISTING PLANTING BED
PLANT KEY (QTY. / SPECIES KEY)
INDIVIDUAL DECIDUOUS TREES (SEE L1FOR LAYOUT, SPECIES AND QUANTITIES)
INDIVIDUAL CONIFEROUS TREES (SEE L1FOR LAYOUT, SPECIES AND QUANTITIES)
SHRUBS (DECID. & CONIFEROUS) /ORNAMENTAL GRASS - REFER TODETAILED PLANS ON L2 & L3
3XX
PERENNIALS AND GROUNDCOVER -REFER TO DETAILED PLANS ON L2 & L3
Copyright ReservedThe Copyrights to all designs and drawings are the property of f.d. fountain landscape architecture.
Unauthorized reproduction or use is forbidden. DO NOT SCALE DRAWING
Copyright réservésLes droits d'auteur à tous les modèles et dessins sont la propriété de f.d. fountain landscape architecture.
Reproduction ou utilisation non autorisée est interdite. NE PAS L'ÉCHELLE DE DESSIN
designed / conçu
DF/SM
1298 OGILVIE ROAD
drawn / dessiné reviewed / examiné
date project number / No. du projet
drawing number / No. du dessin
L2of 3
drawing / dessin
project / projet
north / le nord stamp / le cachet
0 issue for Client review 02/26/2018
C
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A
ALFOL UFS OA
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A
NT
OIODI
S SO F.
CAT
NGU
TEC
I H
M SMBERE
CT
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TN
RAO
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Client / Client
1 issue for SPC submission
description / la descriptionrev'n mm/dd/yyyy
DF/SP DF
January 2018 C 18-86
DETAIL LANDSCAPE PLANS
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
4L2
ENLARGEMENT AT ACCESSORY BUILDING1:150
1L2
ENLARGEMENT FOR TYPICAL PLANTING AT BLOCKS 1, 4 & 61:150
2L2
ENLARGEMENT FOR TYPICAL PLANTING AT BLOCKS 3 & 51:150
3L2
ENLARGEMENT AT ENTRANCE DRIVE1:150
legend / légende
03/02/2018
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PART 2 PLAN 4R-16465
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EASEMENT PER INST. NO. N703665 AND N662245
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EX. 2250mm STM @ 0.18%
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SAN5 (1200)
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T/L=74.45
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S.INV=70.07
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FND205 (1200) T/L=74.73 S.INV=72.43
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STM109 (1200) T/L=74.49 E.INV=71.33 S.INV=71.27 W.INV=72.79
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150mm WATERMAIN
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22.5m-250mm SUBDRAIN @ 0.6%
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37.9m-250mm FND @ 0.5%
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48.2m-375mm STM @ 0.5%
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ACCESSORY
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17.6m-250mm STM @ 0.5%
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33.4m-250mm STM @ 0.5%
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CB12 T/L=74.52 W.INV=72.97 S.INV=73.03
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CB14 T/L=74.35 INV=72.85 C/W 80mm ICD
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42.5m-200mm SAN @ 0.5%%%
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6.6m-250mm CB LEAD @ 1.1%
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250x150mm REDUCER
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CURB CUT ELEV=74.33
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1 - 100mm STM @ 1.0%INV=72.53 2 - 135mm SAN @ 1.0%INV=72.53 6 - 25mm WTR SERVICE
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74.49T/L
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74.63T/C
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74.63T/C
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74.75T/C
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74.75T/C
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74.58B/W
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75.00T/W
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SWALE @ 1.0%
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SWALE @ 1.1%
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SWALE @ 2.7%
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74.50T/C
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74.64B/W
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72.8m-450mm STM @ 0.5%
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CB7 T/L=73.77 INV=69.67 C/W 75mm ICD
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CB6 T/L=73.77 INV=69.82 C/W 75mm ICD
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CB8 T/L=74.07 INV=69.63 C/W 75mm ICD
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CB'T'21 T/L=72.17 INV=70.31
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21.3m-250mm SUBDRAIN @ 0.5%
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CB'T'22 T/L=72.01 INV=70.20
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21.3m-250mm SUBDRAIN @ 0.5%
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150mm WATERMAIN
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2 - 100mm STM @ 1.0%INV=71.68 4 - 135mm SAN @ 1.0%INV=71.68 12 - 25mm WTR SERVICE
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74.06T/L
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73.82T/L
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73.77T/L
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73.77T/L
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73.99T/C
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72.01T/L
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72.32T/L
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72.17T/L
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73.95T/C
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74.27T/C
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74.00T/C
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74.12T/C
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74.12T/C
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74.30T/C
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SWALE @ 0.8%
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72.44%%P
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72.33%%P
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72.34%%P
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P.I.N. 04264 - 0549
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64.0m-450mm STM @ 0.5%
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CB6 T/L=73.77 INV=69.82 C/W 75mm ICD
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CB5 T/L=73.47 INV=69.90 C/W 80mm ICD
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CB4 T/L=73.47 INV=69.98 C/W 75mm ICD
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CB'T'22 T/L=72.01 INV=70.20
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CB'T'23 T/L=71.76 INV=70.04
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21.3m-250mm SUBDRAIN @ 0.5%
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31.6m-250mm SUBDRAIN @ 0.5%
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21.3m-250mm SUBDRAIN @ 0.5%
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150mm WATERMAIN
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2 - 100mm STM @ 1.0%INV=71.39 4 - 135mm SAN @ 1.0%INV=71.39 12 - 25mm WTR SERVICE
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73.47T/L
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73.82T/L
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73.77T/L
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73.69T/C
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73.47T/L
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71.76T/L
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72.01T/L
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73.67T/C
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73.70T/C
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73.95T/C
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74.00T/C
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73.83T/C
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73.83T/C
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SWALE @ 0.8%
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72.15%%P
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PART 5 PLAN 4R-16465
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SUBJECT TO A RIGHT-OF-WAY PER INST. NO. LT1274594
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250mm WATERMAIN
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SAN5 (1200)
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T/L=74.28
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N.INV=72.63
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FULLY DEPRESSED CURB AND SIDEWALK PER CITY STD. SC7.1
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SAN CROSSING
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STM OBV=72.25±
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STM INV=72.55±
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EXISTING UTILITIES TO BE
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CONFIRMED PRIOR TO
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EXCAVATION
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EX. CB T/L=73.65
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74.39T/C
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74.39T/C
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74.27T/C
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74.74%%p
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Group Of Companies
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RICHCRAFT
Page 3
BACKFILL PER ENGINEERINGSPECIFICATIONS
380
GEO-TEXTILE
PRE-CAST CURB - SEE NOTES
LANDSCAPE TREATMENT AS PER PLAN
100mm DEPTH RIVER-WASH STONE
BUILDING FACE
150mm DEPTH COMPACTEDGRANULAR 'A'
MIN. 900
SLOPE
NOTES:- RIVER-WASH STONE TO BE COLOURED, SIZED 40-65mm Ø.- PRE-CAST CURB TO BE INTERLOCKING "Universal Curb" AS MANUFACTURED BY
Permacon OR APPROVED EQUIVALENT. USE CORNER UNITS AT ALL 90° CORNERS.- PRE-CAST CURB MAY BE SUBSTITUTED WITH 6x6 PRESSURE-TREATED TIMBER OR
COMMERCIAL GRADE ALUMINUM EDGER UPON APPROVAL.
DO NOT CUT OR DAMAGE LEADER
REMOVE DAMAGED OR DEAD BRANCHES(FOLLOW THE MOST RECENT CANADIANNURSERY & TRADES ASSOCIATION PRACTICE)
COMPACTED SUBGRADE BELOW ROOTBALL ONLY UNDISTURBED SUBGRADE
PLANTING MEDIUM, BACKFILLED AND TAMPEDIN LIFTS OF 150mm TO AVOID ROOTBALLDISTURBANCE
COMPACTED SOIL SAUCER
MULCH LAYER TO 75mm DEPTH - CLEAR FROMIMMEDIATE BASE OF TREE
GUYING SYSTEM: 40x40mm METAL T-POST. EMBED MIN.300mm INTO NATIVE SUBGRADE. INSTALL ADJUSTABLE
TURNBUCKLE ON 3mm DIA. WIRE AND WRAP AROUNDTRUNK WITH SECTION OF 2-PLY REINFORCED RUBBER
HOSE OR APPROVED ARBOR TIE TYPE PRODUCT
400 min
SCARIFY BOTTOM AND SIDES OF PIT
2/3 HEIGHT OF TRUNK TO BRANCHING - INSTALL ONPREVAILING WIND SIDE
EXISTING / FINISH GRADE
CUT AND REMOVE TOP 2/3 WIRE AND BURLAP FROMTOP AND SIDES OF ROOTBALL
PLANT TREE AT ELEVATION EQUAL TO THAT OFAPPARENT NURSERY GROWING CONDITION
REMOVE BURLAP AFTER ACCEPTANCE ANDINSTALL FINE WIRE MESH RODENT PROTECTION
DO NOT CUT OR DAMAGE LEADER
REMOVE DAMAGED OR DEAD BRANCHES(FOLLOW THE MOST RECENT CANADIANNURSERY & TRADES ASSOCIATION PRACTICE)
COMPACTED SUBGRADE BELOW ROOTBALL ONLY UNDISTURBED SUBGRADE
PLANTING MEDIUM, BACKFILLED AND TAMPEDIN LIFTS OF 150mm TO AVOID ROOTBALLDISTURBANCE
COMPACTED SOIL SAUCER
MULCH LAYER TO 75mm DEPTH - CLEAR FROMIMMEDIATE BASE OF TREE
GUYING SYSTEM: 40x40mm METAL T-POST. EMBED MIN.300mm INTO NATIVE SUBGRADE. INSTALL ADJUSTABLE
TURNBUCKLE ON 3mm DIA. WIRE AND WRAP AROUNDTRUNK WITH SECTION OF 2-PLY REINFORCED RUBBER
HOSE OR APPROVED ARBOR TIE TYPE PRODUCT
400 min
SCARIFY BOTTOM AND SIDES OF PIT
2/3 HEIGHT OF TRUNK TO BRANCHING - INSTALL ONPREVAILING WIND SIDE
EXISTING / FINISH GRADE
CUT AND REMOVE TOP 2/3 WIRE AND BURLAP FROMTOP AND SIDES OF ROOTBALL
PLANT TREE AT ELEVATION EQUAL TO THAT OFAPPARENT NURSERY GROWING CONDITION
INSTALL APPROVED WINTER PROTECTION AFTERACCEPTANCE OF TREE INSTALLATION
PRUNE AWAY APPROX. 20% AND/OR DAMAGEDBRANCHES
BAREROOT STOCK: SPREAD ROOTS EVENLY ANDENSURE EVEN SOIL COVERAGE AROUND ROOTS;
POTTED STOCK: COMPLETELY REMOVE POT FROMROOTBALL
MULCH LAYER TO 60mm DEPTH - CLEAR AWAY FROMSTEM OF SHRUB
SCARIFY BOTTOM OF BED/PIT
UNDISTURBED SUBGRADE
MIN
. 400
mm
PLANTING MEDIUM, BACKFILLED AND HAND-TAMPED INLIFTS AS TO AVOID ROOTBALL DISTURBANCE
MULCH LAYER TO 60mm DEPTH - CLEARAWAY FROM BASE OF PLANT
PLANTING MEDIUM, BACK FILLED ANDHAND-TAMPED IN LIFTS AS TO AVOID
ROOTBALL DISTURBANCE
UNDISTURBED SUB GRADE
SEE PLANT LIST FOR SPACING
400m
m M
IN.
³
ASPHALT SIDEWALK (PER CIVIL)
ASPHALT SIDEWALK(PER CIVIL)
TOPSOIL AND SOD
TYP. STAIRS (PER ARCHITECTURAL)
TYP. STAIRS (PER ARCHITECTURAL)
TYP. MAINTENANCE EDGE - SEE 2-L3
TYP. MAINTENANCE EDGE - SEE 2-L3
4Msp
12Hoa
4Msp
10Ca
38Hea12
Hea
4Ca
40Cs2
40Cs3
11Cs2
11Cs3
72Rt
TOPSOILAND SOD
3600
TOPSOILAND SOD
TYP. ANNUAL BEDS (BY OWNER)
PLANT KEY (QTY. / SPECIES KEY)
INDIVIDUAL DECIDUOUS TREES (SEE L1FOR LAYOUT, SPECIES AND QUANTITIES)
INDIVIDUAL CONIFEROUS TREES (SEE L1FOR LAYOUT, SPECIES AND QUANTITIES)
SHRUBS (DECID. & CONIFEROUS) /ORNAMENTAL GRASS - REFER TODETAILED PLANS ON L2 & L3
3XX
PERENNIALS AND GROUNDCOVER -REFER TO DETAILED PLANS ON L2 & L3
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RCopyright ReservedThe Copyrights to all designs and drawings are the property of f.d. fountain landscape architecture.
Unauthorized reproduction or use is forbidden. DO NOT SCALE DRAWING
Copyright réservésLes droits d'auteur à tous les modèles et dessins sont la propriété de f.d. fountain landscape architecture.
Reproduction ou utilisation non autorisée est interdite. NE PAS L'ÉCHELLE DE DESSIN
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designed / conçu
DF/SM
1298 OGILVIE ROAD
drawn / dessiné reviewed / examiné
date project number / No. du projet
drawing number / No. du dessin
L3of 3
drawing / dessin
project / projet
north / le nord stamp / le cachet
0 issue for Client review 02/26/2018
Client / Client
1 issue for SPC submission
description / la descriptionrev'n mm/dd/yyyy
DF/SP DF
January 2018 C 18-86
DETAIL LANDSCAPE PLAN /CONSTRUCTION DETAILS
2L3
MAINTENANCE EDGEn.t.s.
3L3
DECIDUOUS TREE PLANTINGn.t.s.
5L3
CONIFEROUS TREE PLANTINGn.t.s.
6L3
SHRUB PLANTINGn.t.s.
4L3
PERENNIAL / GRASSES / GROUNDCOVERn.t.s.
1L3
ENLARGEMENT AT BLOCK 71:150
legend / légende
7L3
MASONRY SIGN WALL - ELEVATIONn.t.s.
03/02/2018
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plan 4r - 16465
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P.I.N. 04264 - 0549
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STM101(1200) T/L=72.30 N.INV=68.96 C/W 55mm LOW FLOW ICD SW.INV=69.02
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34.0m-450mm STM @ 0.5%
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250mm WATERMAIN
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250x150mm REDUCER
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69.3m-300mm FND @ 0.5%
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CB2 T/L=73.14 INV=70.15 C/W 75mm ICD
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37.9m-450mm STM @ 0.5%
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21.5m-300mm FND @ 0.5%
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STM102(1200) T/L=72.49 C/W WATERTIGHT LID PER OPSD W.INV=70.22 SE.INV=70.28
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CB1 T/L=71.97 INV=70.47 C/W 75mm ICD
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18.6m-250mm CBLEAD @ 1.0% (MIN)
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19.2m-300mm CBLEAD @ 1.0% (MIN)
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21.3m-250mm SUBDRAIN @ 2.4%
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CB'T'25 T/L=70.40 INV=69.40
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CB26 T/L=70.63 E.INV=69.21 W.INV=69.24
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31.3m-300mm SUBDRAIN @ 0.5%
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2 - 100mm STM @ 1.0%INV=70.92 4 - 135mm SAN @ 1.0%INV=70.92 12 - 25mm WTR SERVICE
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1.8m-300mm STM @ 1.0%
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TRITON S-29 OR APPROVED EQUIVALENT VOL=119m³ INV=68.05 OBV=68.91
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72.71T/C
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73.37T/C
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72.71T/C
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71.55B/W
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72.10B/W
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72.66T/W
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71.38B/W
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70.93B/W
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71.61B/W
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72.99T/L
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72.57T/L
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73.16T/L
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73.14T/L
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71.97T/L
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72.12T/C
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72.37T/C
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72.62T/C
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73.07T/C
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72.50T/W
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72.75T/C
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73.25T/C
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73.42T/C
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70.40T/L
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70.63T/L
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72.35T/C
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72.25T/W
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73.38T/C
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73.30T/C
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73.31T/C
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72.96T/C
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72.42T/W
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72.49T/L
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72.38T/W
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72.65T/C
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72.38B/W
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71.19B/W
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70.57%%p
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70.57%%P
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72.53T/W
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72.30T/L
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72.29T/W
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SWALE @ 0.7%
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SWALE @ 0.7%
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SWALE @ 1.8%
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70.51%%P
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70.56%%P
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70.64%%P
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70.76%%P
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70.69%%P
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70.67%%P
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70.64%%P
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70.72%%P
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70.56%%P
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Group Of Companies
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RICHCRAFT