Exis
ting R
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l
Existin
g R
esid
en
tia
l
TU
SC
AN
I D
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E
Existin
g R
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en
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l
Existing Commercial
BE
L A
IR
A
VE
NU
E
WIN
ON
A R
OA
D
Existing Winona
Elementary School
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2.04ha (5.04ac)
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ting R
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l
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EILLY
R
OA
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(U
ltim
ate R
.O
.W
. 26.22m
)
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Existin
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en
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l
Existing Residential
Exis
ting R
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l
Existin
g R
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en
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2.73ha (6.75ac)
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ltim
ate R
.O
.W
. to be determ
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A
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(U
ltim
ate R
.O
.W
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(Ultimate R.O.W. to be determined through the EA process)
E
X
I
S
T
I
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C
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L
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T
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U
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MATCH EXISTING
DITCH INV. 88.87
EXISTING DITCH
INV. 87.88
EX
IST
ING
1200Ø
CU
LV
ER
T
IN IN
V. 92.5
8
OU
T IN
V. 92.3
3
EXISTING CULVERT
IN INV. 92.95
OUT INV. 92.11
EXISTING
CHANNEL
EXISTING
CHANNEL
EXISTING
CHANNEL
MAINTAIN EXISTING DITCH
AND CREATE TOP OF BANK
TO SUIT ADJACENT
DEVELOPMENT GRADES
PROPOSED
CHANNEL
EX
IST
IN
G
1.8
m
x 1
.3m
BO
X C
U
LV
ER
T
IN
IN
V. 85.4
6
O
U
T IN
V. 84.9
7
SWM Pond 9-2
BOTTOM 84.0m
NWL 85.50m
EDL 86.50m
HWL 87.50m
SWM Pond 9-1
8
5
.
0
4
8
6
.
0
0
8
5
.
0
0
88.50
88.00
89.00
84.00
NWL 85.50
85.004:1
7:1
7:1
86.00
EDL 86.50
HWL 87.50
5:1
88
.0
0
8
8
.5
0
87
.7
5
8
8
.5
0
WET CELL
FOREBAY
SPILLWAY
EMERGENCY
SPILLWAY
8
4
.0
0
8
5
.0
0
8
6
.0
0
N
W
L
8
5
.5
0
H
W
L
8
7
.5
0
5
:1
E
D
L
8
6
.5
0
7
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7
:1
4
:1
A
C
C
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S
S
R
O
A
D
AC
CE
SS
R
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D
ACCESS ROAD
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ACCESS ROAD
EMERGENCY
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FO
RE
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L
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T
P
I
P
E
SWM
Pond
9-2
SWM
Pond 9-1
89.11
8
8
.8
8
89.22
89.35
8
9
.3
8
89.42
89.62
89.86
90.30
90.53
91.08
91.46
91.67
92.04
92.04
92.04
92.04
92.36
92.94
93.51
94.17
95.76
97.45
95.27
93.9
7
9
4
.
6
4
9
5
.
5
3
9
6
.
0
0
9
4
.
8
5
9
5
.
1
9
94.95
92.80
92.42
93.20
9
4
.
0
7
9
4
.
9
5
9
1
.
3
1
92.31
92.90
9
3
.
8
2
92.87
89.98
91.2
0
92.00
91.32
89.20
88.9
6
8
7
.3
0
91.00
90.13
91.00
91.00
90.06
88.90
89.18
90.4290.70
91.03 91.2091.27 91.44
91.7
0
91.6
4
91.92
91.72
91.0091.00
9
4
.
9
8
9
4
.
2
4
9
3
.
8
4
9
4
.
0
0
9
4
.
0
9
9
4
.
0
0
9
4
.
9
2
8
6
.9
1
8
7
.
1
5
8
7
.
3
1
87.35 88.16
89.26
89.99 90.15
90.5090.71
91.17
91.4
2
89.18
88.91
88.94
8
9
.
4
0
89.76
90.01
90.29
90.66
90.92
91.13
91.77
92.06
92.08
9
2
.
1
1
92.13
92.15
92.72
93.00
93.50
9
7
.
5
7
9
7
.
8
6
9
0
.
5
0
8
8
.
1
6
8
9
.
2
8
8
8
.
3
4
8
7
.
5
4
8
7
.
5
8
9
2
.
1
0
9
0
.
5
0
8
9
.
9
0
8
9
.
0
0
8
9
.
9
0
9
0
.
6
0
9
2
.
6
5
9
2
.
0
8
9
3
.
1
0
9
2
.
3
0
9
1
.
8
5
9
2
.
7
5
9
2
.
7
0
9
1
.
9
5
9
3
.
0
0
9
3
.
8
0
9
5
.
0
0
9
3
.
8
0
9
5
.
2
3
9
6
.
2
5
9
7
.
1
0
9
8
.
8
0
9
6
.
1
7
9
6
.
0
1
9
5
.
2
3
9
4
.
6
9
9
4
.
8
0
9
4
.
4
5
9
4
.
5
0
9
4
.
5
7
91.03
91.00
9
1
.
6
5
9
1
.
2
1
9
0
.
3
1
9
2
.
3
5
9
3
.
6
8
9
7
.
1
0
9
5
.
6
9
9
4
.
6
5
9
4
.
1
4
9
1
.
5
1
9
1
.
1
3
90
.25
8
8
.
2
5
8
9
.
4
5
9
1
.
9
0
9
1
.
4
5
90.76
8
9
.2
0
8
7
.9
0
9
1
.
5
0
9
1
.
1
0
9
1
.
8
5
8
9
.
8
0
9
1
.
6
0
9
4
.
0
0
9
5
.
0
0
9
2
.
1
5
9
1
.
3
0
91.50
90.25
9
0
.
7
5
9
0
.
2
0
9
1
.
0
5
8
8
.
5
0
9
3
.
0
0
9
4
.
4
0
9
5
.
0
0
9
2
.
0
0
9
3
.
3
0
9
2
.
2
8
9
1
.
0
0
8
8
.
4
6
9
2
.
0
4
9
1
.
1
5
9
2
.
7
4
91
.00
9
4
.
4
4
9
4
.
5
8
9
4
.
8
2
99.10m
@
1.00%
157.85m
@
0.75%
1
0
0
.
0
m
@
0
.
8
5
%
91.00m @ 0.50%
1
4
6
.
5
0
m
@
1
.
0
0
%
62.23m
@
0.75%
157.92m
@
1.35%
77.4m @ 0.75%
1
5
0
.
9
7
m
@
0
.
7
0
%
8
0
.0
m
@
1
.3
0
%
109.00m
@
0.50%
1
1
7
.
0
m
@
1
.
0
%
1
1
9
.
0
7
m
@
0
.
5
0
%
1
2
1
.0
0
m
@
0
.6
0
%
105.0m
@
0.70%
8
0
.
3
5
m
@
1
.
0
%
8
0
.
1
2
m
@
0
.
6
0
%
1
3
4
.5
7
m
@
0
.8
5
%
9
1
.
1
3
m
@
0
.
8
5
%
52.55m
@
1.50%
99.95m @ 1.00%
70.95m
@
1.50%
211.14m
@
1.10%
150.55m
@
0.50%
80.80m
@
1.10%
80.75m
@
0.55%
80.75m
@
0.55%
80.30m
@
0.55%
169.45m
@
0.55%
87.95m @ 0.50%
77.50m
@
0.50%
185.76m
@
0.70%
89.72m @ 0.50%
95.78m @ 0.65%
82.55m @ 0.50%
79.0m @ 0.55%
65.78m @ 1.35%
194.40m
@
1.0%
37.0m
@
0.55%
30.10m
@
0.88%
74.17m
@
1.75%
1
0
7
.
7
7
m
@
0
.
6
5
%
85.85m @ 0.52%
142.50m
@
2.0%
118.0
5m
@ 0
.50%
117.65m
@
1.7%
80.0
m @
1.2
0%
79.0m
@
1.20%
147.0
m @
0.6
8%
157.75m
@
1.50%
114.4
0m
@ 0
.87%
191.05m
@
1.50%
146.95m @ 0.58%
30.0m
@
0.80%
44.90m
@
2.78%
4
1
.0
m
@
0
.4
9
%
49.75 @
0.60%
141.10 @
0.57%
102.20m @ 0.54%
102.20m @ 0.54%
99.28 @
0.40%
63.25m @ 0.55%
115.45 @
1.13%
145.40 @
1.17%
87.0
5 @
0.9
0%
8
2
.8
5
@
0
.5
0
%
88.60m
@
0.50%
66.8
2m
@
1.3
3%
122.0m
@
1.50%
7
1
.9
2
m
@
0
.2
1
%
6
0
.
4
0
m
@
0
.
5
0
%
90.9
2m
@
1.4
3%
30.0m @
0.93%
9
1
.2
1
m
@
1
.1
0
%
81.02m
@
1.50%
76.71m @ 0.50%
6
9
.
1
4
m
@
0
.
9
0
%
7
5
.
7
1
m
@
1
.
7
8
%
81.00m
@
0.50%
59.17m
@ 0.50%
4
2
.
0
m
@
0
.
5
%
1
5
.
0
m
@
0
.
5
%
@
1.00%
6
6
.5
7
m
Block Servicing Strategy Area #3
Stoney Creek Expansion Area
Project No. 12-062
Date : June 2017
Scale: NTS
KEY PLAN
N.T.S.
SUITE 700 10 KINGSBRIDGE GARDEN CIRCLE,MISSISSAUGA, ONTARIO, L5R 3K6TEL (905) 568-8888 FAX (905) 568-8894 www.gsai.ca
25 Royal Crest Court, Suite 201, Markham, Ontario L3R 9X4
tel: 905.946.9461 fax: 905.946.9595
www.urbantech.com
Urbantech Consulting, A Division of Leighton-Zec Ltd.
PRELIMINARY
GRADING PLAN FOR P.I.C
LEGEND:
EXISTING ELEVATION
PROPOSED ELEVATION
LIMIT OF STUDY AREA
87.54
92.00
OVERLAND FLOW DIRECTION
LANDOWNERS CONCEPT PLAN. FOR DISCUSSION PURPOSESONLY. NOT YET REVIEWED BY THE CITY OF HAMILTON.
