future development by others n

1
ETWEEN CONCESSIONS 3 & 4 LOT 13 CONCESSION 4 (MARCH) PART 14 4R-31357 LOT 12 ESTABLISHED LINE BETWEEN LOTS 12 AND 13 MH3939A (P-1648-7) PART 3 4R-31357 PART 11 4R-31357 PART 10 4R-31357 PART 1 4R-31357 PART 5 4R-31357 PART 4 4R-31357 PART 17 N SUBJECT TO EASEMENTS PER INST. NO'S OC2058723 AND OC2060004 SUBJECT TO EASEMENTS PER INST. NO'S OC2058723, OC2060004 AND OC2060005 SUBJECT TO EASEMENT PER INST. NO. OC2060004 4R-31357 PART 6 UP UP UP UP UP UP UP UP UP MARCH ROAD Centreline of Road Centreline of Corridor STREET NO. 1 STREET NO. 1 STREET NO. 2 STREET NO. 3 STREET NO. 4 STREET NO. 5 STREET NO. 5 STREET NO. 9 STREET NO. 6 STREET NO. 6 STREET NO. 6 STREET NO. 8 STREET NO. 10 STREET NO. 11 STREET NO. 12 STREET NO. 13 STREET NO. 14 STREET NO. 14 STREET NO. 14 STREET NO. 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 209 210 211 212 213 214 215 216 218 219 220 221 222 223 224 225 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 COMMERCIAL / MIXED USE COMMERCIAL / MIXED USE INSTITUTIONAL MEDIUM DENSITY PARK OPEN SPACE OPEN SPACE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 306 262 263 264 BLOCK 295 BLOCK 296 BLOCK 297 BLOCK 298 BLOCK 299 BLOCK 300 BLOCK 301 BLOCK 302 BLOCK 303 BLOCK 304 BLOCK BLOCK 307 BLOCK 308 BLOCK 309 BLOCK 310 BLOCK 311 BLOCK 313 BLOCK 314 BLOCK 315 BLOCK 316 BLOCK 317 BLOCK 318 BLOCK 319 BLOCK 320 BLOCK 321 BLOCK 322 BLOCK 323 BLOCK 324 BLOCK 325 BLOCK 326 BLOCK 327 BLOCK 328 BLOCK 311 ( ROAD WIDENING ) BLOCK 312 208 217 226 319 BLOCK 312 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 BLOCK 329 FORMER CN RAIL CORRIDOR Centreline of Corridor BLOCK 305 BLOCK 335 TREET 1 B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH B-OH OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H OH-H 72.5 75.0 77.5 80.0 70.5 71.0 71.0 71.0 71.5 71.5 71.5 72.0 72.0 72.0 73.0 73.5 74.0 74.5 75.5 76.0 76.5 77.0 78.0 78.5 78.5 78.5 78.5 78.5 79.0 79.0 79.0 79.0 79.0 79.5 79.5 79.5 80.5 81.0 81.0 81.0 81.5 72.5 75.0 77.5 80.0 80.0 80.0 70.5 70.5 70.5 71.0 71.0 71.0 71.5 71.5 71.5 72.0 73.0 73.5 74.0 74.5 75.5 76.0 76.5 77.0 78.0 78.5 78.5 78.5 78.5 78.5 79.0 79.0 79.0 79.0 79.0 79.5 79.5 79.5 79.5 79.5 80.5 82.23 81.99 82.28 82.28 69.72 69.72 79.28 79.28 71.58 71.58 72.58 71.67 76.43 79.32 80.28 79.53 72.50 72.13 72.80 72.57 72.74 72.16 72.66 71.15 72.58 70.87 72.50 70.68 81.10 81.10 81.24 81.24 79.67 79.67 78.49 78.49 78.88 78.88 79.58 79.58 72.62 70.99 70.26 70.26 79.51 79.51 78.92 78.92 79.21 79.21 72.71 72.71 71.47 71.47 70.32 70.32 75.15 73.66 77.87 79.69 75.24 74.90 80.27 78.96 80.43 78.99 80.43 79.29 80.37 78.23 80.45 78.42 80.53 78.42 80.61 78.53 80.64 79.64 80.56 79.18 80.60 79.45 80.75 79.22 81.71 80.93 81.24 79.96 82.05 81.25 80.43 78.50 80.51 78.96 80.36 79.21 80.98 79.15 80.82 78.82 80.91 78.60 78.74 79.33 73.54 72.47 72.58 70.89 73.06 71.19 76.14 73.91 72.71 70.59 72.63 70.61 72.42 70.62 72.50 70.48 72.34 70.25 72.26 70.38 72.33 70.50 72.41 70.23 79.52 78.94 80.55 78.67 80.32 79.13 80.38 79.50 80.46 79.24 80.41 79.26 80.90 79.00 80.80 80.05 79.34 78.26 78.56 79.43 76.51 79.37 69.99 69.99 69.62 69.62 72.14 72.14 70.40 70.40 70.23 70.23 71.94 71.94 70.45 70.45 70.24 70.24 70.36 70.36 71.90 71.90 FUTURE DEVELOPMENT BY OTHERS 72.81 70.62 H.P. H.P. PROPOSED MUD MAT LOCATION. PROPOSED SILT FENCE BOUNDARY AS PER OPSD 219.110 PROPOSED STRAW BALE LOCATION AS PER OPSD 219.180 PROPOSED STRAW BALE LOCATION AS PER OPSD 219.180 PROPOSED SILT FENCE BOUNDARY AS PER OPSD 219.110 PROPOSED SILT FENCE BOUNDARY AS PER OPSD 219.110 80.38 78.98 80.49 78.87 H.P. H.P. H.P. H.P. H.P. Drawing No. Scale Revision Title Client/Project Project No. Sheet of VALECRAFT HOMES PART OF LOT 13 CONCESSION 4 DRAFT PLAN OF SUBDIVISION OTTAWA, ON PRELIMINARY EROSION AND SEDIMENT CONTROL PLAN 160401328 EC-1 1 5 5 W:\active\160401328_Valecraft Kanata North\design\drawing\106041328 DB.dwg 2019/07/31 9:24 AM By: Johnston, Anthony www.stantec.com Tel. Stantec Consulting Ltd. 400 - 1331 Clyde Avenue Ottawa ON 613.722.4420 Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden. Stantec without delay. Stantec. Reproduction or use for any purpose other than that Legend Permit-Seal ORIGINAL SHEET - ARCH D EXISTING ELEVATION PROPOSED ELEVATION 89.40 89.40 Chkd. Dwn. Dsgn. YY.MM.DD File Name: 160401328 AJ KS DT 19.07.05 BEST MANAGEMENT PRACTICES PROPOSED MUD MAT LOCATION PROPOSED SILT FENCE BOUNDARY AS PER OPSD 219.110 PROPOSED STRAW BALE LOCATION AS PER OPSD 219.180 PROPERTY LINE By Revision Appd. YY.MM.DD 1 SUBMITTED FOR DRAFT PLAN APPROVAL AJ AMP 19.07.31

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Page 1: FUTURE DEVELOPMENT BY OTHERS N

ROA

D A

LLO

WA

NC

E B

ETW

EEN

CO

NC

ESSI

ON

S 3

&

4

LOT 13 CONCESSION 4 (MARCH)

PART 14 4R-31357

LOT 12

ESTABLISHED LINE BETWEEN LOTS 12 AND 13

PLA

N

MH3

939A

(P-

1648

-7)

PART 3

4R-31357

PART

11

4R-3

1357

PART

10

4R-3

1357

PART

14R

-313

57

PART

5

4R-3

1357

PART 4 4R-31357

PART 17

N

SUBJ

ECT

TO E

ASE

MEN

TS P

ER IN

ST. N

O'S

OC

2058

723

AN

D O

C20

6000

4

SUBJECT TO EASEMENTS PER INST. NO'S OC2058723, OC2060004 AND OC2060005

SUBJECT TO EASEMENT PER INST. NO. OC2060004

4R-3

1357

PART

6

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COMMERCIAL / MIXED USE

COMMERCIAL / MIXED USE INSTITUTIONAL

MEDIUM DENSITY

PARK

OPEN SPACE

OPE

N S

PAC

E

1

2

3

4 5 6 7 8 9 10

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FORM

ER C

N R

AIL

CO

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OR

Cen

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e of

Cor

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BLOCK 305

BLO

CK

335

STREET 1

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

B-OH

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

OH-H

72.5

75.0

77.580.0

70.5

71.0

71.071.071.5

71.5

71.5

72.0

72.072.073.0

73.5

74.0

74.5

75.576.076.577.0

78.078.5

78.578.5

78.5 78.5

79.0 79.0 79.0

79.0 79.0 79.5

79.579.580.5

81.0

81.0

81.0

81.5

72.5

75.0

77.580

.080

.080

.0

70.5

70.570.5

71.0

71.0

71.071.5

71.5

71.572.0

73.0

73.5

74.0

74.5

75.5

76.0

76.5

77.0

78.078

.5

78.5 78.5

78.5

78.5

79.0

79.079.0

79.0

79.079.5

79.5 79.5 79.579.5

80.5

82.2381.99

82.2882.28

69.7269.72

79.2879.28

71.5871.58

72.5871.6776.43

79.3280.2879.53

72.5072.13

72.8072.57

72.7472.16

72.6671.15

72.5870.87

72.5070.68

81.1

081

.10

81.2

481

.24

79.6

779

.67

78.4978.49

78.8878.88

79.5879.58

72.6270.99

70.2670.26

79.5179.51

78.9278.92

79.2179.21

72.7172.71

71.4771.47

70.3

270

.32

75.1573.6677.87

79.69

75.2474.90

80.2778.9680.43

78.99

80.4379.29

80.3778.23

80.4578.42

80.5378.42

80.6178.53

80.6479.64

80.5679.18

80.6079.45

80.7579.22

81.7180.93

81.2479.96

82.0581.25

80.4378.50

80.5178.96

80.3679.21

80.9879.15

80.8278.8280.91

78.6078.7479.33

73.5472.47

72.5870.8973.06

71.1976.1473.91

72.7170.59

72.6370.61

72.4270.62

72.5070.48

72.3470.25

72.2670.38

72.3370.50

72.4170.23

79.5278.94

80.5578.67

80.3279.13

80.3879.50

80.4679.24

80.4179.26

80.9079.00

80.8080.05

79.3478.26

78.5679.43

76.5179.37

69.9969.99

69.6269.62

72.1472.14

70.4070.40

70.2370.23

71.9471.94

70.4570.45

70.2470.24

70.3670.36

71.9071.90

FUTURE DEVELOPMENT BY OTHERS

72.8170.62

H.P.

H.P.

PROPOSED MUD MATLOCATION.

PROPOSED SILT FENCE BOUNDARYAS PER OPSD 219.110

PROPOSED STRAW BALE LOCATIONAS PER OPSD 219.180

PROPOSED STRAW BALE LOCATIONAS PER OPSD 219.180

PROPOSED SILT FENCE BOUNDARYAS PER OPSD 219.110

PROPOSED SILT FENCE BOUNDARYAS PER OPSD 219.110

80.3878.98

80.4978.87

H.P.H.P.

H.P.

H.P.

H.P.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet

of

VALECRAFT HOMES

PART OF LOT 13 CONCESSION 4DRAFT PLAN OF SUBDIVISIONOTTAWA, ON

PRELIMINARY EROSION AND SEDIMENT CONTROL PLAN

160401328

EC-1 15 5W:\

activ

e\16

0401

328_

Vale

craf

t Kan

ata

North

\des

ign\

draw

ing\

1060

4132

8 DB

.dw

g20

19/0

7/31

9:2

4 AM B

y: Jo

hnsto

n, A

ntho

ny

www.stantec.comTel.

Stantec Consulting Ltd.400 - 1331 Clyde AvenueOttawa ON

613.722.4420

Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of

authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Legend

Permit-Seal

ORIGINAL SHEET - ARCH D

EXISTING ELEVATION

PROPOSED ELEVATION89.40

8

9

.

4

0

Chkd.Dwn. Dsgn. YY.MM.DDFile Name: 160401328 AJ KS DT 19.07.05

BEST MANAGEMENT PRACTICES

PROPOSED MUD MAT LOCATION

PROPOSED SILT FENCE BOUNDARY ASPER OPSD 219.110

PROPOSED STRAW BALE LOCATION ASPER OPSD 219.180

PROPERTY LINE

ByRevision Appd. YY.MM.DD1 SUBMITTED FOR DRAFT PLAN APPROVAL AJ AMP 19.07.31

AutoCAD SHX Text
PIN 04527 - 0098
AutoCAD SHX Text
PIN 04527 - 0074
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PIN 04527 - 0099
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N47%%D42'40"E
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134.57
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N 47%%d 32' 40" E
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76.57
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N46%%D55'40"E
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65.93
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N 47%%d42'10" E
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87.84
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128.57
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N47%%d46'10"E
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PIN 04527 - 0075
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308.06
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157.00
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110.61
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N34%%d39'40"W
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37.15
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N44%%d43'20"W
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20.69
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N36%%d37'40"W
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33.40
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N73%%d43'10"W
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19.78
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N34%%d05'10"W
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36.80
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N18%%d26'20"W
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33.46
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N37%%d50'20"W
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N35%%d59'00"W
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36.20
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36.90
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214.5%%P
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RAVINE
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N 47%%d 32' 40" E
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N 47%%d42'10" E
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N 42%%d 57' 50" W
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R=223.02
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A=108.84
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C=107.76
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N63%%D42'30"E
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R=249.02
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A=119.92
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C=118.77
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N63%%D53'30"E
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R=198.72
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A=103.48
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C=102.31
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N62%%D46'10"E
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R=224.72
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A=117.02
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C=115.70
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23.20
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23.10
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7.06
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7.08
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36.00
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(AOV)
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(857)
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(857)
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Street No. 1
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N 42%%d 57' 50" W
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162.00
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N47%%d07'00"E
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WOODLOT
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2.40 Ha / 5.93 ac
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SCHOOL
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2.52 Ha / 6.22 ac
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148.98
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148.74
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N47%%d32'40"E
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20.06
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35.07
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N47%%D38'35"E
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20.31
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0
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15
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EROSION AND SEDIMENT CONTROLS (BEST MANAGEMENT PRACTICES) SHALL BE PROVIDED DURING CONSTRUCTION OF THIS PROJECT. EROSION MUST BE MINIMIZED AND SEDIMENTS MUST BE REMOVED FROM CONSTRUCTION SITE RUN-OFF IN ORDER TO PROTECT DOWNSTREAM AREAS. DURING ALL CONSTRUCTION, EROSION AND SEDIMENTATION SHOULD BE CONTROLLED BY THE FOLLOWING TECHNIQUES: 1. LIMIT THE EXTENT OF EXPOSED SOILS AT ANY GIVEN TIME. LIMIT THE EXTENT OF EXPOSED SOILS AT ANY GIVEN TIME. 2. REVEGETATE EXPOSED AREAS AND SLOPES AS SOON AS POSSIBLE. REVEGETATE EXPOSED AREAS AND SLOPES AS SOON AS POSSIBLE. 3. MINIMIZE AREA TO BE CLEARED AND GRUBBED. MINIMIZE AREA TO BE CLEARED AND GRUBBED. 4. PROTECT EXPOSED SLOPES WITH PLASTIC OR SYNTHETIC MULCHES. PROTECT EXPOSED SLOPES WITH PLASTIC OR SYNTHETIC MULCHES. 5. INSTALL FILTER CLOTH BETWEEN FRAME AND COVER ON ALL PROPOSED CATCH BASINS AND CATCH BASIN MANHOLES INSTALL FILTER CLOTH BETWEEN FRAME AND COVER ON ALL PROPOSED CATCH BASINS AND CATCH BASIN MANHOLES AND ON ALL EXISTING CATCH BASINS THAT WILL RECEIVE RUN-OFF FROM THE SITE. 6. A SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF ALL AND ANY STOCKPILES OF MATERIAL TO BE USED A SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF ALL AND ANY STOCKPILES OF MATERIAL TO BE USED OR REMOVED FROM SITE. (LOCATION TO BE DETERMINED) 7. A VISUAL INSPECTION SHALL BE DONE DAILY ON SEDIMENT CONTROL MEASURES AND CLEANED OF ANY ACCUMULATED A VISUAL INSPECTION SHALL BE DONE DAILY ON SEDIMENT CONTROL MEASURES AND CLEANED OF ANY ACCUMULATED SILT AS REQUIRED. THE DEPOSITS WILL BE DISPOSED OFF SITE AS PER THE REQUIREMENTS OF THE CONTRACT. 8. SEDIMENT CONTROL BARRIERS MAY ONLY BE REMOVED TEMPORARILY WITH APPROVAL OF CONTRACT ADMINISTRATOR TO SEDIMENT CONTROL BARRIERS MAY ONLY BE REMOVED TEMPORARILY WITH APPROVAL OF CONTRACT ADMINISTRATOR TO ACCOMMODATE CONSTRUCTION OPERATIONS. ALL AFFECTED BARRIERS MUST BE REINSTATED AT NIGHT WHEN CONSTRUCTION IS COMPLETED. NO REMOVAL WILL OCCUR IF THERE IS A SIGNIFICANT RAINFALL EVENT ANTICIPATED (>10mm) UNLESS A NEW DEVICE HAS BEEN INSTALLED TO PROTECT THE EXISTING STORM AND SANITARY SEWER SYSTEMS. 9. NO REFUELING OR CLEANING OF EQUIPMENT IS PERMITTED NEAR ANY EXISTING WATERWAY. NO REFUELING OR CLEANING OF EQUIPMENT IS PERMITTED NEAR ANY EXISTING WATERWAY. 10. SEDIMENT CONTROL MEASURES SHALL BE REMOVED WHEN, IN THE OPINION OF THE CONTRACT ADMINISTRATOR, THE SEDIMENT CONTROL MEASURES SHALL BE REMOVED WHEN, IN THE OPINION OF THE CONTRACT ADMINISTRATOR, THE MEASURE(S) IS NO LONGER REQUIRED. NO CONTROL MEASURES SHALL BE PERMANENTLEY REMOVED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CONTRACT ADMINISTRATOR. 11. THE CONTRACTOR SHALL PERIODICALLY, OR WHEN REQUESTED BY THE CONTRACT THE CONTRACTOR SHALL PERIODICALLY, OR WHEN REQUESTED BY THE CONTRACT ADMINISTRATOR, CLEAN OUT ACCUMULATED SEDIMENTS AS REQUIRED. 12. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE ENGINEER ANY ACCIDENTAL DISCHARGES OF SEDIMENT MATERIAL THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE ENGINEER ANY ACCIDENTAL DISCHARGES OF SEDIMENT MATERIAL INTO THE WATERCOURSE. APPROPRIATE RESPONSE MEASURES, INCLUDING ANY REPAIRS TO EXISTING CONTROL MEASURES OR THE IMPLEMENTATION OF ADDITIONAL CONTROL MEASURES, SHALL BE CARRIED OUT BY THE CONTRACTOR WITHOUT DELAY.