march valley rd march rd block 276 block 279 …
TRANSCRIPT
STREET 1
7x7mSHELTER
PLAYGROUND
117
BLO
CK
287
118
147
150
157
146
153155156
160
140
165168
135
170
169
134
133
120125130132
174
171
175
180
185
189
205
200
195
210
213
215
220
225
230
235
237
272
275
BLOCK 276
BLOCK 277
BLOCK 284
BLOCK 278
BLOCK 279
BLOCK 280
BLOCK 283
BLOCK 282
14519
0
255
254
250
260
245
265
240
270
271
238
BLOCK 286
BLO
CK
285
2+00
02+
050
2+10
02+
150
2+20
02+
250
2+30
0
2+350
2+40
02+
450
2+50
02+
550
2+60
02+
640
3+000 3+050 3+100 3+150 3+200 3+250 3+300
3+350
3+400
3+45
0
3+500
5+29
4
5+000
5+050
5+100 5+150
5+200
5+25
0
4+000 4+050 4+100 4+150 4+200
12+000 12+050 12+100 12+150 12+200 12+250 12+300 12+350
12+400
1+00
01+
050
1+10
01+
150
1+20
01+
250
1+30
01+
350
1+36
8
TP 991.42
[89.12]
TP 889.86
[88.46]
TP 1090.76[87.86]
TP 689.10[86.90]
TP 288.57
[85.37]TP 588.50[87.35]
TP 788.06[85.16]
TP 1190.22
[89.02]
TP 25 89.66[89.05]
TP 3086.42[84.59]
TP 2689.74[88.22]
TP 2986.13[84.61]
TP 389.87[87.74]
TP 288.12[85.96]
90.81
88.68
90.2
9
88.68
90.59
88.7490
.64
88.86
90.80
89.22
90.51
90.29
91.06
91.5390.78
91.32
91.30 90.1990.90
90.40
90.39
89.39
90.6
488.79
90.0
0
89.06
90.3088.9790.00 88.40
89.0088.21
89.20
88.49
88.50
88.62
88.85
88.86
88.6589.65
89.8389.50
89.63
88.51
90.1488.4
089.84 88.54
90.2588.3
889.95
88.0590
.36
89.59
91.00
90.57
90.3090.04
90.6089.6
689.90
89.50
90.25
88.7789.84
89.70
90.0
0
87.03
87.40
86.71
88.1
0
86.6588.00
87.5088.45
87.6888.15
87.80
88.6587.93
88.35
88.50
88.45 88.73
88.6588.50
88.15
88.50
88.35
0.99% 1.18%0.87%
0.76
%1.
19%
0.72% 0.64% 0.74% 0.68%
0.82
%
0.97%
2.52%
1.09%
1.26%
1.07%
1.00%
0.96%1.10%1.16%
1.77
%0.
78%
0.80%0.87%
0.94%
1.09%
1.53%
0.88%1.29%0.81%1.30%
0.71
%0.
89%
1.42% 0.73% 1.22%1.16%
0.75
%0.
75%
0.77
%0.
81%
0.73
%0.
66%
0.62%
0.71
%0.
55%
0.86
%0.
74% 89.00
89.00
90.00
90.00
90.00
91.00
91.00
91.00
87.00
87.00
88.00
88.00
89.00
90.00
91.00
91.00
91.00
90.95(S)
90.90
(S)
90.31
(S)
90.21
(S)
90.10
(S)
90.01
(S)
90.17
(HP)
90.26(S)
88.85
(S)
88.80(S)88
.60(S
)
88.53
(S)
88.4
6(S)
88.4
0(S) 88
.26(
S)
87.7
0(S)
89.21
(S)
89.49
(S)
89.84
(S)90.17(S)
90.32(S)90.10(S)
90.20(S)
91.25(S)
90.90(S)
90.75(S)
90.70(S)
90.61(S)
90.57(S)
90.38(S)
90.40(S)
90.35(S)
90.68
(S)
91.40(S)
91.25(S)
91.08(S)
90.96(S)
90.93(S)
90.90(S)
90.87(S)
90.84(S)
90.80(S)
90.77(S)
90.74(S)
90.71(S)
90.70
(S)
STD
91.10
91.10
LO
91.4
4
LO91.2
2
STDUSF=87.95
MUSF=87.75
91.30
91.20
STDUSF=88.56
MUSF=87.70
90.66
91.00
STDUSF=88.55
MUSF=87.94
90.60
90.90
STDUSF=88.20
MUSF=87.86
90.55
90.55
90.60
90.90
STDUSF=88.05
MUSF=88.00
90.44
90.30
STDUSF=88.35
MUSF=88.29
90.40
90.55
WO
88.24
90.45
WO
88.55
90.75
WOUSF=88.10
MUSF=87.77
88.35
90.55
WO
88.45
90.65
WO
88.45
90.65
LO
89.34
90.44
LO
89.34
LO
89.34
90.44
STD
US
F=88
.65
MU
SF=
88.5
2
90.6
5
90.6
5
STD
US
F=88
.50
MU
SF=
88.4
6
90.5
5
90.5
5
STD
90.6
4
90.6
4
STD
US
F=88
.49
MU
SF=
88.4
8
90.4
4
90.4
4
STD
90.6
0
90.6
0
STD
US
F=88
.23
MU
SF=
88.2
3
90.4
4
90.4
4
LO89.4
5
90.5
591.00(S)
90.33
(S)
90.1589.63
89.28
90.6290
.62
88.5290.44
90.63
91.32BW
91.0
4BW
92.38
92.38TW
90.8
8BW
91.16
91.16TW
90.86TW
90.83TW
90.80TW
90.7
6TW
89.25
89.25BW
90.61TW
90.58TW
90.68
TW
88.4590.79
88.45
88.55
88.69
88.6988.90
88.90
88.75
88.60
STDUSF=86.55
MUSF=86.53
89.20
89.00
STDUSF=86.75
MUSF=86.75
88.95
88.80
89.35
89.35
89.05
89.05
88.75
88.70
88.75
88.60
STDUSF=86.55
MUSF=86.51
89.05
88.83
89.15
89.15
88.35
88.20
STD
USF=86.00
MUSF=85.8588.65
88.70
STDUSF=86.55
MUSF=86.15
88.65
88.7689.15
88.95
89.00
88.95
STDUSF=86.85
MUSF=86.85
STDUSF=87.10
MUSF=87.05
89.15
89.45
STDUSF=87.39
MUSF=87.39
89.45
89.50
50+0
00
50+0
50
50+1
0050
+150
50+2
0050
+250
50+300 50+350 50+400 50+450
50+500
50+550
52+000 52+050 52+100 52+145
LOU
SF=
88.2
6M
US
F=88
.21
89.2
1
90.3
1
STDUSF=87.39
MUSF=87.25
89.50
89.44
89.59
89.59
STDUSF=88.41
MUSF=87.88
90.46
90.06
LOU
SF=
88.3
4M
US
F=88
.29
90.6
0
89.5
0
LO90.9
5
89.8
5
LOU
SF=
88.7
8M
US
F=88
.70
90.9
4
89.7
4
LO91.0
8
89.9
8
LO
91.2
7
90.2
0
STD
USF=8
9.05
MUSF=8
9.0291.35
91.35
STDUSF=89.30
MUSF=89.25
91.65
91.75
STDUSF=89.50MUSF=89.47
91.75
91.75
STD
USF=89.62
MUSF=89.45
91.67
91.67
STD
91.5
5
91.5
5
STD
91.2
6
91.3
6
STD
91.5
2
91.5
2
STD
91.1
4
91.1
0
STD
US
F=88
.60
MU
SF=
88.3
4
91.0
7
90.9
5
STD
US
F=89
.44
MU
SF=
89.3
9
91.5
5
91.4
1
STD
91.2
0
91.2
0
STD
91.0
8
91.0
8
STD
91.0
5
91.0
0
STD
91.0
0
90.9
4
STD
91.0
0
90.9
4
STD
US
F=89
.21
MU
SF=
89.2
1
91.3
6
91.2
6
STD
US
F=89
.03
MU
SF=
89.0
1
91.4
8
91.0
8
STD
90.9
5
90.9
5
STD
US
F=88
.81
MU
SF=
88.7
1
91.1
0
90.8
5
STD
90.6
2
90.6
0
STD
US
F=88
.61
MU
SF=
88.5
3
91.1
0
90.6
6
STD
90.6
0
90.6
0
STDUSF=88.06
MUSF=87.79
90.13
90.47
90.31
90.60
STDUSF=88.15
MUSF=88.12
90.47
90.60
90.47
90.60
STD
US
F=88
.44
MU
SF=
88.2
1
90.8
9
90.4
8
STD
US
F=88
.44
MU
SF=
88.0
5
90.8
9
90.5
0
STD
US
F=88
.59
MU
SF=
88.1
5
91.0
1 90.8
9
STD
90.9
4
90.9
4
88.92
88.44
87.99
87.54
87.1586.91
86.27
85.97
86.49
87.49
87.58
86.4
7
87.64
86.47
86.67
87.67
87.7
7
86.7
7
86.97
87.83
86.77
86.97
87.97
88.07
87.41
88.6188.71
87.61
88.61
88.71
87.41
87.61
87.65
88.8588.95
87.85
88.85
88.95
87.65
87.85
89.01
88.04
88.24
89.00
89.1189.24
89.34
88.04
88.24
88.49
88.69
89.6989.7989
.6989
.79
88.4988.69
88.94
89.14
90.1490.2490
.1490
.24
88.9489.14
90.02
89.51
89.60
89.10
89.55
90.05
90.2890.28
90.0090.00
90.0090.00
90.35
89.50
90.00
90.66
90.66
90.00
91.20
91.30
90.20
89.43
STD
91.00(S)
STD
90.44
STD
90.4
4
90.3
0
STD
90.3
0
90.3
0
0.75
%87.47
89.8
4
STD
USF=86.40
MUSF=86.38
STDUSF=87.54
MUSF=87.47
90.00
89.80
90.31(S)
90.90
(S)
88.04
88.17
91.54
91.20
91.25(S)
89.10
88.69
90.46
88.66
90.60
90.15
(HP)
90.31(S)
90.38
90.50
90.64
90.35
90.34
90.49 90.67
91.66
92.43
92.50
92.29
92.02
90.83
90.24
89.75
89.38
88.99
88.82
88.49
88.26
88.21
88.0888.00
88.00
88.00
89.00
90.00
91.00
91.00
91.00
92.00
92.00
92.00
93.00
93.00
90.40(HP)
DR
AIN
AG
E D
ITC
H
91.3791
.37
90.3190
.69
90.41
90.13
90.45 91.
25
91.31
88.25
88.45
3:1
90.0090
.00
90.2290
.22
90.8390
.41
90.8190
.81
90.4690
.46
90.07
91.32TW
90.86BW
90.83BW
90.68
BW
STR
EE
T 4
STREET 6S
TRE
ET
2
STR
EE
T 2
STREET 3
STREET 1
STREET 5
207
205
203
507
505
209
211
201
213
1201
503
405
101
303
103
403
401
301
501
105
1203
305
307
309
1205
311
313
1207
1209
206
204
202
506
504
208
210
200
212
502
1200
402
100
302
400
102
104
300
500
106
1202
304
306 308
1204
310
312
1206
1208
316
108
107
110
109
112
111
2
1
148
106
105
149
147
146
114
113
104
124
41
103
123
42
141
140
145
144
4546
139
43
138
44
126
125
4
3
129128
127
47
6
5
48
8
7
131
130
10
133
132
9
135
134
137
136
RYE32T/G=91.16
RYT74T/G=91.05
RYT73T/G=90.88
RYT41T/G=90.80
RYT72T/G=90.76
RYE31T/G=90.72
RYE33T/G=90.72
RYT48T/G=90.71
RYE30T/G=90.70
RYT70T/G=90.67
RYT71T/G=90.64
RYE29T/G=90.60
RYT42T/G=90.58
RYE27T/G=90.57
RYT75T/G=90.57
RYT68T/G=90.54
RYE28T/G=90.52
RYT69T/G=90.51
RYT47T/G=90.51
RYE34T/G=90.43
RYT76T/G=90.39
RYE35T/G=90.39
RYT77T/G=90.20
RYT78T/G=90.12
RYT64T/G=90.00
RYE24T/G=90.05
RYT63T/G=89.92
RYE36T/G=89.90
DIC
B1
T/G
=90.
00
RYE23T/G=89.87
RYT59T/G=89.73
RYT60T/G=89.38
RYT49T/G=89.83
RYE20T/G=89.92
RYT50T/G=89.81
RYE19T/G=90.03
RYT46T/G=90.13
RYT61T/G=89.03
RYT58T/G=88.81
RYT62T/G=88.86
RYT57T/G=88.55
RYE22T/G=88.45
RYE21T/G=88.35
RYT52T/G=88.24
RYT53T/G=88.22
RYT54
T/G=88.10
RYT55
T/G=88.00 RYT56
T/G=87.68
OS-6
OS
-5H
W2
OS
-4
OS-3OS-2
OS
-1
HW
1
162
161
150
151
167
168
166
REFER TO FOR ADDITIONAL NOTES
NOTE:THE POSITION OF ALL POLE LINES, CONDUITS,WATERMAINS, SEWERS AND OTHERUNDERGROUND AND OVERGROUND UTILITIES ANDSTRUCTURES IS NOT NECESSARILY SHOWN ONTHE CONTRACT DRAWINGS, AND WHERE SHOWN,THE ACCURACY OF THE POSITION OF SUCHUTILITIES AND STRUCTURES IS NOT GUARANTEED.BEFORE STARTING WORK, DETERMINE THE EXACTLOCATION OF ALL SUCH UTILITIES ANDSTRUCTURES AND ASSUME ALL LIABILITY FORDAMAGE TO THEM.
M:\2
016\
1161
32\C
AD
\Des
ign\
1161
32-G
R(D
raft)
.dw
g, 1
1613
2-G
R1-
DR
AFT
, May
15,
201
9 - 9
:01a
m, r
gray
ton
PLANB1.DWG - 1000mmx707mm
PROJECT No.
REV
DRAWING No.
DRAWING NAME
CITY OF OTTAWA
No. REVISION DATE BY
FOR REVIEW ONLYSCALE
APPROVED
CHECKED
DRAWN
CHECKED
DESIGN
Engineers, Planners & Landscape Architects
Suite 200, 240 Michael Cowpland Drive
Ottawa, Ontario, Canada K2M 1P6
Telephone (613) 254-9643
Facsimile (613) 254-5867
Website www.novatech-eng.com
NORTH
1. ISSUED FOR DRAFT PLAN OF SUBDIVISION APPLICATION JULY 23/18 MSP
GRADING PLAN
116132
REV # 2
116132GR1-DRAFT
SAZ
DDB
RBG
SAZ
DDB
1:750
3001:750
2010
PRELIMINARYNOT FOR
CONSTRUCTION
PROPOSED SLOPE3.2%
PROPOSED ELEVATION130.96
PROPOSED TERRACE ELEVATION 131.35
LEGEND
PROPOSED SWALE ELEVATION131.05(S)
PROPOSED UNDERSIDE OF FOOTING ELEVATION
PROPOSED LOOKOUT UNIT
USF=129.40
LO
PROPOSED STANDARD UNITSTD
PROPOSED BOTTOM OF WALL ELEVATION128.70BW
PROPOSED TOP OF WALL ELEVATION ELEVATION130.00TW
130.49 EXISTING TOPO SURFACE ELEVATION
PROPOSED SWALE
MAJOR OVERLAND FLOW
507PROPOSED SANITARY MANHOLE
304PROPOSED STORM MANHOLE
PROPOSED CATCHBASIN/MANHOLE CB 224
PROPOSED CATCHBASINCB 34
RYCB 6PROPOSED REAR YARD CATCHBASIN & SUB-DRAIN
V&VBPROPOSED VALVE & VALVE BOX LOCATION
PROPOSED FIRE HYDRANTHYD
7AEXISTING SANITARY MANHOLE
EXISTING UTILITY POLEUP
EXISTING C DITCH
V&VB EXISTING VALVE & VALVE BOX LOCATIONV&VC EXISTING VALVE & VALVE CHAMBER LOCATION
EXISTING FIRE HYDRANTHYD
OHW EXISTING OVER HEAD WIRE
EXISTING SIDE SLOPE
L
D.C.
PROPOSED BARRIER CURB
PROPOSED DEPRESSED CURB
IRON BAR & PROPERTY LINE
RIGHT OF WAY LIMITS
PROPOSED BARRIER CURB& SIDEWALK
EXISTING SIDEWALK
PROPOSED MINIMUM UNDERSIDE OF FOOTING ELEVATIONMUSF=129.40
PROPOSED WALKOUT UNITWO
PROPOSED HEAD WALLHW2
PROPOSED RETAINING WALL
PROPOSED PHASING LIMITS
PROPOSED PEDESTIRAN CROSSOVER
CU DEVELOPMENTS INC.1053, 1075 AND 1145 MARCH ROAD
SE
E D
RA
WIN
G N
o. 1
1613
2-G
R2-
DR
AFT
SEE DRAWING No. 116132-GR3-DRAFT
D07-16
-18-00
23
#17801
N.T.S.KEY PLAN
MARCHVALE DR
MARCH RD
LAHEY C
RT
SECOND LINE RD
NASH W
AY
SHAR
NE W
AY
THOMAS FULLER DR
ROLSTON WAY
WILD ACRE LA
NE
PANANDRICK VIEW D
R
NADIA LANE
MALEY LA
NEWEATHERLY
DR
MARCH RD
MONAGHAN LANE
MURPHY CRT
CAMPBELL REID CRT
WAYBURN AVE
MORAN ST
BATHURST ST
MARCH VALLEY RD
MARCHBROOK CIRC
OLD C
ARP RD
HOUSTON CRES
HEDGE DR
MAXWELL DR
KLONDIKE R
D
SANDHILL RD
BILLIN
GHAM
CRES
INVERARY DR
KIMBOLTON CRES
HELMSDALE DR
SHIRLEY'S BROOK DR
BANNOCK
CRES
KLONDIKE RD
MERSEY DR
WESTMORELAND AVE
SPALDING AVE
WHITHORN AVE
PROPOSED CREEK BOTTOM OF SLOPE
PROPOSED CREEK TOP OF SLOPE
OS-1
SENTINEL MONITORING WELL LOCATION,PATERSON GROUP REPORT PG3975, 2017
TEST PIT LOCATION,CURRENT INVESTIGATION
BOREHOLE WITH MONITORING WELL LOCATION,CURRENT INVESTIGATION
TEST PIT LOCATION, PATERSON GROUPREPORT PG2878, 2013
TEST PIT LOCATION, PATERSON GROUPREPORT PG1823, 2009
TEST PIT LOCATION, PATERSON GROUPREPORT PG1716, 2008
GROUND SURFACE ELEVATION (m)
BEDROCK SURFACE ELEVATION (m)
83.20
[81.7]
0011968U001N: 5023713E: 349701ELEV: 78.639
SITE BENCHMARKREFERENCED TO LOCALGEODETIC DATUM
SHEETLOCATION
SITE
2. REVISED AS PER CITY OF OTTAWA COMMENTS MAY 13/19 MSP
PROPOSED STORM MANHOLE & SEWER CONVEYING OFFSITE DRAINAGE
ACTUAL LOCATION OF RETAINING WALL IS TOBE LOCATED ON CU DEVELOPMENTS LAND.
SHOWN ADJACENT PROPERTY FORILLUSTRATION PURPOSES ONLY.
ACTUAL LOCATION OF RETAINING WALL IS TOBE LOCATED ON CU DEVELOPMENTS LAND.
SHOWN ADJACENT PROPERTY FORILLUSTRATION PURPOSES ONLY.
Planners & Landscape Architects