context site plan -b & w 24x36 - oakville
TRANSCRIPT
P
EXISTING
RESIDENTIAL
EXISTING
RESIDENTIAL
0.40ØDEC.
CE
NTR
ELI
NE
OF
RO
AD
BO
TTO
M O
F C
UR
B
TOP
OF
CU
RB
EX.
SID
EW
ALK
0.20ØDEC.
0.30ØDEC.
0.15ØDEC.
0.35ØDEC.
2x0.35ØDEC. SWALE
WOOD WALL
0.15ØDEC.
HEDGE
0.60ØDEC.
0.20ØDEC.
BOS0.35ØDEC.
CEN
TRELIN
E OF R
OAD
EX. SIDEW
ALK
CB
0.15ØDEC.
0.15ØDEC.
2x0.15ØDEC.
0.15ØDEC.
MH
CU
RBC
UT
MH
N 73` 39' 10" W
WA
LL
PORCH
ASPHALT DRIVEWAY
CU
RB
CU
T
BO
TTO
M O
F C
UR
B
TOP
OF
CU
RB
CU
RB
CU
T
0.10ØDEC.
SID
EW
ALKPATIO
1.54
0.15ØDEC.
0.15ØDEC.
HEDGE0.20ØDEC.
PA
TIO
BOS
N 37° 27' 40" E 104.73 50.8350.83
(P2,
P6&
SE
T)
11.77(11.80 P2)
8.19
8.08
8.79
(P2,P6&MEAS)
(P2&MEAS)
(8.83 P2&P6)
8.31
7.55
(P2,P6&MEAS)
(P2,P6&MEAS)
11.76(P2&MEAS)
1.55
(P2,
P6&
ME
AS
)
1.26
1.27
(P4&
ME
AS
)
(P4&
ME
AS
)
12.60(P4&MEAS)
7.59
9.71
10.97
(DIRECT TIE)(P4&MEAS)
(P4&MEAS)(P4&MEAS)
9.73
7.54
8.13
(P4&MEAS)
(P4&MEAS)
8.87(P4&MEAS)
(P4&MEAS)
(DIRECT TIE)
16.08(P1,P4&
SET)
16.10(P1,P4&
SET)(N
72` 40' 10" W P1&
P4)
N 89` 31' 30" E
10.61 (P6,P7&MEAS)
(N89`26'00"E P6)
N 44` 37' 30" E29.45
(P6,P7&MEAS)
8.38(P6&SET)
13.40(P6&MEAS)
7.67(P6&MEAS)
(N 44` 38' 30" E P6)
3.07
N 4
5° 2
2' 2
0" W
36.8
0
20.1
2 (P
10&
SE
T)
(20.
00 P
6)
3.33
0.39(P6&SET)
10.22
(P6&MEAS)
N 4
5` 2
1' 3
0" W
23.5
5
(N 4
5` 2
1' 5
0" W
P6)
(23.
45 P
6)
17.2213.56
N 40` 17' 00" E45.04
1.30
2.38(2.42 P6&P9)
(P6,P9&MEAS)
11.14
N 37` 49' 20" E 60.04
6.49(P6,P7,P9&SET)
N 5
2` 1
1' 0
0" W
12.9
8 (P
6,P
7,P
9&M
EA
S)
(N 5
2` 0
9' 5
5" W
P6)
N 4
5` 2
2' 1
0" W
22.1
8(N
45`
21'
25"
W P
6)(P
6,P7
,P9&
SE
T) 3.06(P6&MEAS)
3.01
(N45
`21'
50"W
P6)
N44
`56'
50"W
(P6,
P7&
ME
AS
)
(P7,P8&SET)(N 38` 45' 35" E P7&P8)
(P7&MEAS)(N 41` 16' 15" E P7)
(N 4
4` 2
5' 5
5" W
P7&
P9)
(N 5
1` 1
4' 2
5" W
P7&
P9)
R=81.00(P7,P8&SET)
6.37
6.09
6.35
4.65
5.01
6.06
(P8&M
EAS)
(P8&M
EAS)
(P8&M
EAS)
(P8&
ME
AS
)
(P8&
ME
AS
)
(P8&
SE
T)
6.43
(P8&
ME
AS
)
6.48
(P8&
ME
AS
)
30.00
3.52
(3.48 P8)
(P7,P8&SET)
0.78
0.81SHED
SWALE
N16°12'05"E
18.45
10.80
(P8&SET)
(N16`58'10"E P7)
2.46
N16`36'40"E
(P7&MEAS)
R=5.
00
32.49
BLOCK 117
37.2
9
REG'D PLAN 20M-706
N37°50'10"E1.08
N 4
5` 4
3' 0
5" W
6.47
(6.5
1 P
9)
RAVINEVIEW WAY
PORCH
0.25ØDEC.
CU
RB
CU
T
MH
MH
MH
SIG
N
TOS
CB
POST
XXXXXXXXXXXXXXXBF
BF
TOS
EIG
HTH
LIN
E W
OO
DR
IDG
E WAY
HYD.
N 76` 52' 40" W
34.77
59.66
34.65(P7,P8&MEAS)
N37°40'50"E 45.25N 37° 47' 25" E
BF
2xU
TILI
TYPE
D
34.5
3
CB
(P7,P8&M
EAS)
(N 75` 55' 55" W
P7&P8)
A=9.06, C= 9.05
(P7,P8&SET)
(N18`51'50"E P7&P8)
N17`52'25"E
A= 23.01(P7,P8&MEAS)
C= 22.93
(P7,P8&MEAS)
N29`13'10"E(N30`12'20"E P7&P8)
25.01(P7&MEAS)
32.9
0
(34.
50 P
6)
(32.
83 P
6)
A=7.
86
C=
7.08
N29
`03'
10"W
PO
RC
H
(A=
7.82
P7&
P8)
(C=
7.05
P7&
P8)
(N27
`51'
00"W
P7&
P8)
(P7,
P8&
SET)
A=C=0.59(P7,P8&SET)
N37`34'15"E(N38`33'05"E P7&P8)
1
2
3
4
5
6 12.2
812
.28
12.2
8
12.00
12.00
11.42
N 73° 35' 55" W
1.27
7.50
EXISTING
RESIDENTIAL
51.87
52.93
11.81 42.1647.85
12.2
8
12.2
8
12.2
8
12.2
012
.19
12.3
9
11.82
11.87
8.81
56.66
50.83 50.83
61.44
8.50
8.79
8.791.251.24
1.25
1.28
DRIVE
7.51
DRIVE
1.25
1.25
DRIVE
5.79
5.79
9.23
DRIV
EDR
IVE
DRIV
E
3.00
7.50
5.82
5.82
PRO
POSE
D 1
.5m
CO
NC
RETE
SID
EWAL
K
8.86
4.00
1.25
9.68
1.26
1.25
9.68
1.25
1.25
9.68
1.29
1.27
1.29
3.0m
R
O
AD
W
ID
EN
IN
G
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
8.49
8.33
8.49
5.82
5.82
18.26
18.26
18.26
8.33
23.83
24.77
25.82
33.87
29.19
10.28
8.74
10.13
1.66
9.68
5.69
6.25
5.69
6.25
5.64
6.10
20.78
23.92
19.14
20.17
2 STOREYDWELLINGMODEL B EL-1
2 STOREYDWELLINGMODEL B EL-2
2 STOREYDWELLINGMODEL B EL-32 STOREY
DWELLINGMODEL B EL-1
2 STOREYDWELLINGMODEL A EL-1
2 STOREYDWELLINGMODEL A EL-2
19.15
19.15
19.15
6.10
5.64
6.10
5.64
6.10
5.64
3.05
WOOD DECK
1.88
1.88
1.88
22.98
24.03
22.14
4.00
4.00
3.00 1.50
1.50
1.503.00
7.50
CB
3.05
WOOD DECK
WOOD DECK
OVERALL SITE STATISTICSROAD WIDENING AREA 112.102352 EIGHTH LINE AREA (MINUS ROAD WIDENING AREA) 3740.09BLOCK 17 (REG'D PLAN 20M-706) AREA 320.06TOTAL AREA : 4172.25m2RESIDENTIAL ZONE:
TOTAL UNITS6 SINGLE DETACHED (2 STOREY UNITS)
(MAX U.P.H. 0.4172HA / 6 = 14.38)
LOT No.
MODEL
TYPE
LOT AREA
(m²)
LOT
FRONTAGE
(m)
BUILDING
HEIGHT
(m)
UNIT G.F.A.
(m²)
COVERAGE
W/ PORCH
(m²)
COVERAGE
PERCENTAGE
%
LANDSCAPEAREA(m²)
LANDSCAPEPERCENTAGE
%
1 MODEL-B 819.44 11.42 10.28 303.61 180.79 22.06 573.36 69.97
2 MODEL-A 689.64 12.00 10.30 286.79 168.80 24.48 459.71 66.66
3 MODEL-A 631.47 12.00 10.25 286.79 168.80 26.73 390.79 61.89
4 MODEL-B 655.32 12.28 9.75 303.61 180.79 27.59 401.31 61.24
5 MODEL-B 638.41 12.28 9.75 303.61 180.79 28.32 384.67 60.25
6 MODEL-B 625.87 12.28 9.83 303.61 180.79 28.89 369.51 59.04
TOTAL: 4060.15 m2 72.26 m 10.03 m 1788.02 m2 1060.76 m2 26.3 m2 2579.35 m2 63.2 m2
PARKING PROVIDED REQUIRED
6 LOTS WITH 2 SPACES IN GARAGE AND 2 SPACES IN DRIVEWAY 24 SPACES 12 SPACES
TOTAL 24 SPACES 12 SPACES
NOTE:
0
METRES
SCALE 1 : 25010 5 10
BENCHMARKELEVATIONS ARE REFERRED TO THE GEODETICSURVEYS OF CANADA BENCHMARK NO. 34,HAVING AN ELEVATION OF 162.917 M.
NOTES:
LEGAL SURVEY INFORMATION AND LOT DIMENSIONS SHOWNON THIS PLAN ARE TAKEN FROM A PLAN PREPARED BY: J. H.GELBLOOM SURVEYING LIMITED ONTARIO LAND SURVEYOR476 MORDEN ROAD, UNIT 102, OAKVILLE, ONT., L6K [email protected] PHONE:(905) 338-8210 FAX:(905) 338-9446DATED: JAN. 14 2020 WHICH MAY NOT BE FINAL AND ARE NOTGUARANTEED. THE FINAL REGISTERED PLAN OF SUBDIVISIONSHALL BE REFERRED TO FOR CONFIRMATION OF THE DATA.
KEY PLANN.T.S.
NORTH
E I G H T H L I N E
D U N
D A
S
S T
R E
E T
SUBJECTLANDS
T R A F A G A R R O A D
G L
E N
N A
S H
T O
N
D R I V E
WOODRIDGE WAY
RAVINEVI
EW
WAY
PART OF LOT 11, CONCESSION 1,
TOWN OF OAKVILLEREGIONAL MUNICIPALITY OF HALTON
SOUTH OF DUNDAS STREET
ALL OF BLOCK 117REGISTERED PLAN 20M-706
AND(GEOGRAPHIC TOWNSHIP OF TRAFALGAR)
NORTH
TYPE
SCALE:
No.PROJ. No.
U/FTG. UNDERSIDE FOOTING ELEVATION
T/WALLF.SLAB
F.FLR.
G
H
SW10
0.00
100.0
0
H
ENGINEERED FILL LOT
DOWNSPOUT LOCATION
FINISHED FLOOR ELEVATIONTOP OF FOUNDATION WALLFIN. BASEMENT FLOOR SLAB
GAS METER
PROPOSED BERMSWALE DIRECTIONHYDRO METER
SANITARY MANHOLEVALVE AND CHAMBER
AIR-CONDITIONING UNIT
PROPOSED SWALE GRADEEXISTING GRADEPROPOSED GRADE
STORM MANHOLE
STREET LIGHT
CABLE TV PEDESTAL
COMMUNITY MAILBOX
ENTRANCE DOOR LOCATIONGARAGE DOOR LOCATION
BELL PEDESTAL
HYDRANTTRANSFORMER
STORM CONNECTION
HYDRO CONNECTIONDOUBLE CATCH BASIN
WATER CONNECTIONSANITARY CONNECTION
CATCH BASIN
6
3
1
2
4
5
7
8
10
9
No: WORK DESCRIPTION:DATE:
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFOREPROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO JARDIN DESIGN GROUPINC. PRIOR TO COMMENCEMENT OF WORK.
JARDIN DESIGN GROUP INC. IS NOT RESPONSIBLE FOR THE ACCURACY OF SURVEY, STRUCTURAL ORENGINEERING INFORMATION SHOWN ON THESE DRAWINGS OR FOR CONSTRUCTION STARTED PRIOR TOTHE ISSUANCE OF A BUILDING PERMIT. REFER TO THE APPROPRIATE ENGINEERING DRAWINGS BEFOREPROCEEDING WITH WORK.
AS CONSTRUCTED INVERTS MUST BE VERIFIED PRIOR TO POURING FOOTINGS.
JARDIN DESIGN GROUP INC. HAS NOT BEEN RETAINED TO CARRY OUT GENERAL REVIEW OF THE WORK ANDASSUMES NO RESPONSIBILITY FOR THE FAILURE OF THE CONTRACTOR OR SUB CONTRACTOR TO CARRYOUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS PROVIDED BY AND IS THE PROPERTY OF JARDIN DESIGNGROUP INC. THIS DRAWING IS NOT TO BE SCALED.
DESIGN GROUP INC
TEL: 905 660-3377 FAX: 905 660-3713EMAIL: [email protected]
jardinVAUGHAN ONT. L4K 3P364 JARDIN DR. SUITE 3A
11
12
13
14
15
16
17
18
DRAWN BY: DRAWING NAME:
BILD
R
SUMP PUMPSP
MUNICIPAL ADDRESS10
E.G.ESTABLISHED GRADE
100.0
0
CONTEXT SITE PLAN2352 EIGHTH LINE (OAKVILLE)
ADEV INC.
19-53 A-01
SP
1:250
LEGEND
PRELIMINARYNOT TO BE USED FOR CONSTRUCTION
JAN. 22, 2020ISSUED TO CLIENT FOR REVIEW.
MAR. 06, 2020ADDED REAR YARD SETBACK DIMENSIONS & ISSUEDTO WESTON CONSULTING.
APR. 06, 2020UPDATED & ISSUED TO WESTON CONSULTING.JUNE 11, 2020COORDINATED WITH CIVIL ENGINEERING AND
ISSUED FOR REVIEW AND DISTRIBUTION.
ISSUED TO CLIENT FOR ZBA & DRAFT PLAN OFSUBDIVISION SUBMISSIONJUNE 15, 2020