landscape plan

25
D
1
IT
6
GE
1
RS
20
B
1
IT
1
IT
20
B
25
D
6
GE
3
FY
5
MO
2
GB
EX
49
5
RD
8
GF
1
SL
DRAWINGS
1
BF
1
RS
DO NOT SCALE
1
IT
ALL DRAWINGS ARE THE
PROPERTY OF THE LANDSCAPE
ARCHITECT AND MUST BE
RETURNED UPON REQUEST. THE
CONTRACTOR SHALL CHECK ALL
DIMENSIONS, SPECIFICATIONS
AND NOTES AND REPORT ANY
DISCREPANCIES TO THE
LANDSCAPE ARCHITECT BEFORE
PROCEEDING WITH THE WORK.
4
EC
7
MO
EX
45
EX
44
1
SF
9
DB
EX
43
5
BD
12
BX
1
L
6
CC
5
DL
5
DL
5
I
9
DY
2
IT
4
B
4
B
50
A
5
DB
2
IT
8
B
7
DY
1
L
9
H
4
BD
11
REM
60
A
25
C
5
FY
EX
42
1
SF
60
C
60
C
1
RP
6
RBA
3
WS
1
RP
6
M
8
REM
2
AS
V!VA
5
RD
No. Date
100
E
3
L
5
F
3
DY
3
DY
5
EF
1
RM
5
DS
1
PO
5
OH
1
RM
2
BF
5
MO
5
FY
2
SL
5
MO
1
PO
5
OH
2
SL
5
DS
5
EF
3
WS
NOTE:
ALL TREES AND SHRUB BEDS TO HAVE 75 MM OF SHREDDED CEDAR
MULCH EVENLY DISTRIBUTED THROUGHOUT BED AND IN TREE
WATERING SAUCERS
NOTE:
ALL TREES AND SHRUBS TO BE MAINTAINED BY REGULAR WATERING
THROUGHOUT THE DURATION OF THE LANDSCAPE CONSTRUCTION AND
WARRANTY PERIOD.
NOTE:
ALL SUBSTITUTIONS MUST BE APPROVED BY THE PROJECT LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION. SUBSTITUTIONS MAY ALSO
REQUIRE APPROVAL FROM THE GOVERNING MUNICIPALITY AND
MUNICIPAL DEPARTMENTS PRIOR TO INSTALLATION. SUBSTITUTIONS NOT
APPROVED PRIOR TO INSTALLATION WILL NOT BE ACCEPTED.
NOTE:
ALL TREES AND SHRUBS TO BE MAINTAINED BY REGULAR WATERING
THROUGHOUT THE DURATION OF THE LANDSCAPE CONSTRUCTION AND
WARRANTY PERIOD.
SOD SPECIFICATION
GRASS SOD: CERTIFIED NO.1 GRADE CULTIVATED TURF GRASS SOD WITH
A COMPOSITION OF 50% KENTUCKY BLUE GRASS AND 50% BLUE
CULTIVAR EITHER 'FYLKING' OR 'BARON', GROWN AND SOLD IN
ACCORDANCE WITH THE N.S.G.A. CLASSIFICATIONS AT TIME OF SALE
TO HAVE A STRONG FIBROUS ROOT SYSTEM AND BE FREE OF STONE
AND BURNED OR BARE SPOTS
ENSURE TREES AND SHRUBS ARE NOT PLANTED DIRECTLY IN DRAINAGE
SWALES AND THAT TREES ARE LOCATED 1.5m. AWAY FROM ANY STREET
LIGHTS OR HYDRANTS. RECORD AND REPORT ANY CONFLICTS TO THE
PROJECT LANDSCAPE ARCHTIECT.
NOTE:
BELL PLANT: MAINTAIN CLEARANCE OF 0.3 M HAND DIG WHEN
CROSSING BELL PLANT HAND DIG IF WITHIN 1 METER OF BELL PLANT
HAND DIG WITH IN 1 METER OF HYDRO PLANT ENSURE ALL CLEARANCES
ARE MAINTAINED FROM ANY UTLITY SERVICE.
NOTE:
SITE SURVEY BY DAVID B. SEARLES SURVEYING LTD.
SITE PLAN BY ARSENAULT ARCHITECT INC.
SITE GRADING AND SERVICING BY BURNSIDE ENGINEERING
TREE INVENTORY AND PRESERVATION PLAN BY KUNTZ FORESTRY
CONSULTING INC.
OTHER CONSULTANTS MAY ALSO BE INVOLVED THEIR WORK MAY HAVE
AN IMPACT ON THE LANDSCAPE DESIGN. SEE RELEVANT DWGS FOR
SPECIFIC DETAILS AS NECESSARY AS AFFECTING LANDSCAPE
DRAWINGS OR DESIGN. REPORT ANY CONFLICTS OF POSSIBLE
CONFLICTS WITH THE LANDSCAPE ARCHITECT PRIOR TO
COMMENCEMENT OF CONSTRUCTION OR INSTALLATION.
0
BAR SCALE
5
10
15
25
project number
5
RD
120359
5
FY
3101 Bathurst Street, Suite 601
Toronto, ON M6A 2A6
T:(416)781-8150 F:(416) 781-3448
2
GL
5
FY
2
GB
CITY FILE NO. ________________________
16
BX
11
J
SIXTEEN MILE DRIVE, OAKVILLE , ONTARIO
5
FY
5
RD
60
G
11
J
scale:
date: DEC. 2012
drawn: TMW/KW
TMW
1
TT
2
RH
OAKVILLE RETIREMENT RESIDENCE
LANDSCAPE PLAN
9
L
25
F
5
A
V!VA
5
BD
1
30
A
Revisions
5
FY
3
RP
9
GF
7
BD
ISSUED TO CLIENT FOR SUBMISSION
1
SF
12.00 TYP
project number
3.69
120359
17.88
CITY FILE NO. ________________________
SIXTEEN MILE DRIVE, OAKVILLE , ONTARIO
OAKVILLE RETIREMENT RESIDENCE
LANDSCAPE PLAN
3101 Bathurst Street, Suite 601
Toronto, ON M6A 2A6
T:(416)781-8150 F:(416) 781-3448
V!VA
7.00
scale:
date: DEC. 2012
drawn: TMW/KW
TMW
3.16
V!VA
7.13
10.27
4.09
1
No. Date
NOTE:
REFER TO TREE INVENTORY AND PRESERVATION PLAN BY KUNTZ FORESTRY CONSULTING INC. FOR INFORMATION REGARDING
EXISTING TREES AND TREE PROTECTION INFORMATION.
Revisions
ISSUED TO CLIENT FOR SUBMISSION
DRAWINGS
DO NOT SCALE
ALL DRAWINGS ARE THE
PROPERTY OF THE LANDSCAPE
ARCHITECT AND MUST BE
RETURNED UPON REQUEST. THE
CONTRACTOR SHALL CHECK ALL
DIMENSIONS, SPECIFICATIONS
AND NOTES AND REPORT ANY
DISCREPANCIES TO THE
LANDSCAPE ARCHITECT BEFORE
PROCEEDING WITH THE WORK.
SOIL AND SOD NOTES
4
DRAWINGS
THE FOLLOWING ARE MINIMUM VALUES FOR LANDSCAPED
AREAS OVER AN UNDERGROUND GARAGE ROOF SLAB:
900mm FOR TREE PLANTINGS
600mm FOR SHRUB PLANTINGS
400mm FOR SODDED AREAS
DO NOT SCALE
2.
ALL DRAWINGS ARE THE
PROPERTY OF THE LANDSCAPE
ARCHITECT AND MUST BE
RETURNED UPON REQUEST. THE
CONTRACTOR SHALL CHECK ALL
DIMENSIONS, SPECIFICATIONS
AND NOTES AND REPORT ANY
DISCREPANCIES TO THE
LANDSCAPE ARCHITECT BEFORE
PROCEEDING WITH THE WORK.
NOTE:
1. MINIMUM SOIL VOLUME, THE FOLLOWING SOIL VOLUMES ARE TO
BE PROVIDED PER TREE:
ORNAMENTAL (6M SPREAD AND LESS) = MIN. 10M3
SMALL STATURE (7-8M SPREAD) = MIN. 15M3
MEDIUM STATURE (9-11M SPREAD) = MIN. 30M3
LARGE STATUE (12M SPREAD OR GREATER) = MIN. 45M3
PRUNE TO REMOVE DAMAGED, DEAD, OR OBJECTIONABLE
BRANCHES.
INSTALL AT ORIGINAL GRADE AS ESTABLISHED BY
NURSERY
100MM SHALLOW WATERING SAUCER WATER WITH SUFFICIENT
QUANTITIES OF WATER TO SATURATE THE ROOTBALL.
50MM OF APPROVED SHREDDED WOOD MULCH
CUT AND REMOVE BURLAP OR FIBER POT FROM
ROOTBALL.
TOPSOIL AND SOD - FINISHED GRADE.
PLANTING SOIL TO BE SHREDDED TOPSOIL FREE OF
STONES, LUMPS, AND DEBRIS GREATER THAN 35MM.
INSTALL AND TAMP ENOUGH TO PREVENT SETTLEMENT.
INSTALL ROOTBALL ON 150MM COMPACTED TOPSOIL TO
PREVENT SETTLING AND ENSURE PLUMB INSTALLATION.
STANDARD TOWN OF OAKVILLE DETAIL
3
N.T.S.
N.T.S.
V!VA
TYPICAL CONCRETE PATIO / SIDEWALK
N.T.S.
N.T.S.
3269 [10'-9"]
1830 [6']
200 [8"]
152 [6"]
1540 [5'-1"]
PRE-CAST CONCRETE CAP WITH DRIP
EDGE (PROVIDE FLASHING BETWEEN CAP
AND VENEER
8
SIXTEEN MILE DRIVE ENTRY FEATURE MASONRY WALL
V!VA
150 [6"]
985 [3'-3"]
WALL CORE TO BE FILLED WITH CONCRETE
9
N.T.S.
ELEVATION
ELEVATION
N.T.S.
CITY FILE NO. ________________________
7
SIXTEEN MILE DRIVE, OAKVILLE , ONTARIO
TYPICAL CONCRETE SIDEWALK ON CONCRETE SLAB
SECTION
Revisions
SAW-CUT OR TOOLED CONSTRUCTION
JOINTS MAX. 1200MM APART.
OAKVILLE RETIREMENT RESIDENCE
LANDSCAPE PLAN
6
TYPICAL SHRUB
No. Date
UNDISTURBED OR SUBGRADE
COMPACTED TO 98% S.P.D.
SAW-CUT OR TOOLED CONSTRUCTION
JOINTS MAX. 1200MM APART.
5
PLANTING DETAIL
150MM GRANULAR `A'
COMPACTED TO 98% S.P.D.
150MM GRANULAR `A'
COMPACTED TO 98% S.P.D.
SUBGRADE COMPACTED TO 98%
S.P.D.
100MM OF CLEAR 19 GRANULAR
PROTECTION BOARD
WATER PROOF MEMBRANE
CONCRETE PARKING STRUCUTRE SLAB
N.T.S.
100MM 32MPa POURED IN
PLACE CONCRETE FINISH WITH
STIFF BROOM, TROWEL EDGES TO
HAVE 10 MM RADIUS, SMOOTH.
SAW-CUT OR TOOLED
CONSTRUCTION JOINTS MAX.
1200MM APART.
100MM 32MPa POURED IN
PLACE CONCRETE FINISH WITH
STIFF BROOM, TROWEL EDGES TO
HAVE 10 MM RADIUS, SMOOTH.
SAW-CUT OR TOOLED
CONSTRUCTION JOINTS MAX.
1200MM APART.
1200
(WIDTH MAY VARY SEE SITE PLAN)
STANDARD TOWN OF OAKVILLE DETAIL
3101 Bathurst Street, Suite 601
Toronto, ON M6A 2A6
T:(416)781-8150 F:(416) 781-3448
2
ALL SHRUBS TO CONFORM TO THE CANADIAN NURSERY
TRADE ASSOCIATION METRIC GUIDE SPECIFICATION FOR
NURSERY STOCK, FOR SHAPE AND SIZE.
1
STANDARD TOWN OF OAKVILLE DETAIL
150
ISSUED TO CLIENT FOR SUBMISSION
1
150
10
TWO BIKE POST BY BARCO
11
N.T.S.
300mm x VARIES x VARIES (see bench
specification) CONCRETE SLAB TOP OF THE
SLAB TO BE LEVEL WITH FINISHED SURFACE
dim with vary confirm
with actual bench dim
fndn to extend 50 mm
beyond legs
BENCH
N.T.S.
12
MIN. 150mm GRANULAR "A"
COMPACTED TO 95% S.P.D.
SHED MAKE: SUMMERWOOD PRODUCTS (OR APPROVED SUBSTITUTE)
MODEL: PALMERSTON SHED (8ft. x 10FT.)
DETAILS: MOUNTED WITH LAG BOLTS ONTO 150mm THICK 32MPa
CONCRETE PAD WITH 150x150mm WIRE REINFORCING MESH
ROOF TO BE CEDAR SHAKES
UNDISTURBED SUBGRADE OR SUBGRADE
COMPACTED TO 95% S.P.D.
TYP. BENCH ON CONCRETE SLAB
SECTION
13
N.T.S.
Summerwood Products
735 Progress Avenue
Toronto, Ontario
M1H 2W7 Canada
P: 1-866-519-4634
W: http://www.summerwood.com
GARDEN SHED
N.T.S.
project number
BIKE RACK:
TWO BIKE POST BY BARCO PRODUCTS
MODEL NO.: 05JA1372
MATERIAL:
CARBON STEEL
FINISH:
BLACK POWDER COAT
INSTALLATION: SURFACE MOUNTED TO CONCRETE SIDEWALK WITH ANCHOR
BOLTS, INSTALLED AS PER MANUFACTURER'S DETAILS AND
SPECIFICATIONS, OR APPROVED SUBSTITUTION
BENCH
SUPPLIER: Barco Products PHONE NUMBER: 1-866-538-5848
WEB SITE: www.barcoproducts.ca
MODEL NO.: STERLING BENCH KBC1350
DIMENSIONS: 1.8 M LONG, WITH BACK
MATERIAL:
RECYCLED PLASTIC PLANKS
COLOR: DESERT TAN AND BLACK
INSTALLATION: SURFACE MOUNTED INTO CONCERETE
SIDEWALK WITH ANCHOR BOLTS, INSTALLED
AS PER MANUFACTURER'S DETAILS AND
SPECIFICATIONS, OR APPROVED SUBSTITUTION
120359
BENCH TO BE SECURED BY LAG BOLTS
TO CONC. FOUNDATION EACH
LEG/FOOT TO BE SECURED
scale:
date: DEC. 2012
drawn: TMW/KW
TMW
ASPHALT (see asphalt
walkway)