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16

1718

1920

21

22

23

24

25

26

27

178

179

180

181

182

183

184

185

186

187

188

189

190

191 192 193 194

195196

197198

199

200201 202 203 204 205

206207208209210211212213214215

216217

218

219

220

221

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256

306

307

308309310311

312 313 314 315 316

FUT. 1.50m CONC. SIDEWALK

FUT. 1.50

m CONC. SIDEWALK

FUT. 1.50m CONC. SIDEWALK

FUT. 1.50m CONC. SIDEWALK

FUT. 1.50m

CO

NC

. SIDEW

ALK

FUT.

1.5

0m C

ON

C. S

IDEW

ALK

[261.74]

[261.75]

[263.07]

[261.77]

[263.12]

[261.88]

[263.17]

[261.96]

[263.22]

[262.01]

[263.27]

[263.31]

[263.35]

[263.39]

[263.43]

[263.47]

[262.08]

[262.17]

[262.27]

[262.50]

[262.59]

[262.81]

[263.52]

[262.99]

[263.56]

[263.18]

[263.63]

[263.36]

[263.55]

[263.28]

[263.57]

[263.24]

[263.52]

[263.30]

[263.48]

[263.37]

[263

.42]

[263

.50]

[264.11]

[263.53]

[263

.43]

[263.51]

[263.77][263.36][263.29]

[263.34]

[262.80]

[262.72][263.36]

[262.65][263.30]

[262.59][263.23]

[262.53][263.17]

[262

.50]

[263

.31]

[262

.88]

[262.58]

[262.31]

[262.29]

[262.30]

[261

.86]

[262

.47]

[262.44]

[262.41]

[262.36]

[262.30]

[262.21]

[261.76]

[261.72]

[261.58]

[261.54]

[261.49]

[261.42]

[262.28]

[262.23]

[262.22]

[262.53]

[262.23]

[261.35]

[261.29]

[261.24]

[261.18]

[262.06]

[261.95]

[261.88]

[261.82]

[261.12]

[261.76]

[261.06]

[261.71]

[261.01]

[261.65]

[260.95]

[260.89]

[262.74]

[263.16]

[262.66]

[263.07]

[262.58]

[262.98]

[262.22]

[263.01]

[262.28]

[263.05]

[262.33]

[263.10]

[262.45]

[263.14]

[262.50]

[262.49]

[262.39]

[261.85]

[262.01]

[262

.81]

[263

.38]

[262.56]

[262.97]

[262

.88]

[261

.64]

[262

.69]

[261

.25]

[262

.63]

[260

.85]

[262

.58]

[260

.37][260.42]

[260.48]

[260.71]

[260.72]

[260.59]

[260.48]

[260.55]

[260.79]

260.84

[261.94]

260.81

[261.90]

[260.93]

[261.86]

[261.82]

[261.75]

[261.69]

[261.60]

[261.38]

[260.97]

[261.01]

[260.74]

[260.63]

[260.62]

[260.58][261.27]

[260.42][261.25]

[260.22][261.18]

[260.09][261.11]

[260.06][261.04]

[260.07][260.97]

[260.78]

[264.17] [263.68]

[264.11] [263.65]

[263.85] [263.62]

261.46

261.63

261.80

261.97

262.14

262.31

262.48

262.65

262.82

262.99

263.16

263.33

[263

.19]

[263

.26]

[263.15]

[263

.49]

13.30m @ 0.50%

4.15m @3.00%

67.80m @ 0.50%

60.75m @ 0.50%

[263.02]

[263.14]

[263

.24] [2

63.3

4]

[263

.44]

[263

.44]

[263

.34]

[263

.24]

[263

.24]

[261.32]

[261.43]

[261

.93]

[262

.53]

[262.71]

[263.01][261.43]

[261.32]

[261.69]

[261

.93]

[262.71]

[263.01]

[263.38]

[260.74]

[260.84]

[260.94]

[261.04]

[261.14]

[261.24]

[261.35]

[261.47]

[261.57]

[261.67]

[261

.79]

[261

.91]

[262

.01] [2

62.2

1]

[262

.31]

[262

.41]

[262

.51]

[262.66]

[262.78]

[262.88]

[262.98]

[263.08]

[263.18]

[263.28]

[263.37]

[263.47]

[262

.89]

[262.11]

[261.99]

[261.94][261.94]

[262.00]

3.92m @ 3.00%

4.12m @

3.00%

10.00m @

0.50%

12.80m@

0.50%

127.80m @

0.70%

[262.11]

[261.97]

[262.10]

[262.24]

[262

.38]

[262

.51]

[262

.65]

[262

.79]

L.P.

[263.33]

[263.38]

[263.38]

[263.33]

10.16m @

0.50%

3.78m @

3.00%

10.00m@

0.50%

[263.34]

L.P.

14.9

9m @

0.7

0%

40.75

m @ 0.

60%

22.50m @ 0.80%

52.55m @

0.50%

14.99

m @ 0.

70%

185.4

0m @

0.50

%

85.40m @ 0.50%

59.95m @

0.50%74.50m

@ 0.50%

82.40m @

0.50%

FUT. REVISO R

OAD

FUT. REVISO ROAD

FUT. LOTUS FLOWER ROAD

FUT. NONNI AVENUE

[261.58]

[261.51]

[261.62]

[261.74]

[261.95]

[261.34]

[261.38]

[261.45]

BS

BS

BSBS

BS

BS

BS

BS

[260.2

8]

[260.3

0]

[260.4

3]

[260.6

3]

[260.7

9]

F

F

F

F

F

F

F

F

F

F

BS

S S SS

BS BS BS BS BSBS BS

BSBS

FFF F F

FF

F

F

BSBS

BSBS

BS

BS

[261.69]

[262.28]

[260.86] [260.79] [260.90] [261.03] [261.02] [260.79] [260.73] [260.68]

[262.29]

[262.37]

[262.44]

[262.47]

[262.45]

[262.66]

[262.65]

[262.70]

[262.74]

[262.22]

[262.17]

[262.09]

[262.02]

[263.33]

[263.38]

[263.44]

[263.50]

[263.55]

[263.18]

[263.28]

[263.37]

[263.52]

[263.45]

[263.42]

[263.39][263.03]

[263.15]

[263.27]

[263.35]

[263.17]

[262.98]

[262.80]

S S S/FS

[263.36]

[263.28]

[263.19]

[261.85]

[261.94]

[262.72]

[261.91]

[262.65]

[262.69]

[262.77]

[263.06]

[263

.21]

[260

.82]

[260

.82]

[260

.94]

[261

.21]

[261.42]

[262

.84]

[263

.15]

[262

.95]

[262

.88]

BS

BS

BS

BSBS

F

BS BS BS/S S S S S S

BSBS

BSBS

BS

FF

S

[263.95]

F F F F

SS

S

FS/F

S

S

[263.77]

[263.77]

[263.77]

[263.78]

[263.86]

[263.51]

[263.58]

[263.66]

[263.73]

[263.81]

[263.93]

[263.85]

2.3%

2.3%

2.3%

2.3%

2.3%

2.3%

2.3%

2.3%

2.3%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

[261.74]

[261.85]

[261.91]

[261.97]

[262.03]

[262.29]

[262.59]

[262.69]

[263.42]

[263.36]

[263.29]

[263.41]

[262.12]

[261.83]

[262.37]

[262.40]

[263.21]

[263.17]

[263.12]

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0% 2.

0% 2.0% 2.

0%

2.0% 2.

0% 2.0%

2.0%

2.0%

3.0% 3.

0% 3.0%

3.0%

3.0%

2.3%

2.3%

2.3%

0.3%

2.0%

2.6% 2.

6% 2.3% 2.

3%

2.0%

2.0%

2.0%

3.0%

3.0%

2.6% 2.

3% 2.3% 2.

3% 2.3%2.0%

2.0%

3.0%

3.0%

3.0%

3.4%

0.4%

0.8%

[262.01]

[262.14]

2.9% 2.

9% 2.9%

3.0% 2.

8% 2.5%

0.0% 5.

2% 5.9%

2.0%

[262.02]

[262.10]

[262.17]

[262.15]

[262.37]

[262.35]

[262.41]

[262.47]

[262.52]

2.0% 2.

0% 2.0% 2.

0% 2.0% 2.

0% 2.0% 2.

0% 2.0% 2.

0%

[262.79]3.

0% 3.0% 3.

0% 3.0% 3.

0% 3.0% 3.

0% 3.0% 3.

0%

3.0%

3.0%

2.0% 2.0% 2.0%

[260.2

7]

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

3.0% [261.38] [261.35]

[261.35]

3.0% 3.

0%

3.0%

[261.79] 2.0%

2.0%

6.6% 2.0%2.0%

2.0%2.0%

4.8%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%2.0%

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

2.0%

2.0%

[263.89]

[263.95]

[263.83]

[263.79]

[263.75]

[263.70]

[263.61]

[263.66]

[263.39]

[261.9

7]

[261.9

4]

[261.9

3]

[262.0

7]

[262.17]

[262.34][262.51]

[262.63][262.73]

[263.19][263.01]

[262.88]

[262.89]

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0% 3.

0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

[263.64]

[263.76]

[263.62]

[263.48]

[263.34]

[263.20]

[263.06]

[263.43]

[263.40]

[263.37]

[263.31]

[263.28]

[263.25]

[263.06]

[263.03]

[263.00]

[262.94]

[262.88]

[262.91]

[262.68]

[262.97]

[262.96]

[263.23]

[263.09]

[262.85]

2.0%

2.0%

2.0%

2.4%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.3%

2.0%

[263.46]

[263.35]

3.0%

3.0%

3.0%

L.P.

**

**

*

**

**

*

**

**

*

**

* * **

** * * * * * * * * * * *

BS BS BS BS*

* * ** *

* * * *

********

**

****

*

*

**

**

**

** * * *

***** * * * * *

**

*****

*

**

******3.

0% 3.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.0%

2.5%

3.0%

3.0%

3.0%

3.0%

2.0%

2.0%2.0%

2.0%2.0%2.0%

1.7%

2.0%

2.0%

9.7% 1.8%

2.0%

2.8%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

2.0%

2.6%

2.0%

4.3%

[262.76]

[261

.66]

[261

.79]

[261

.46]

[261

.77]

[261

.31]

[262

.80]

2.0%

[263

.06]

[261

.70]

[262

.92]

262.

08

[263

.02]

262.

25

[263

.12]

262.

42

[263

.22]

262.

59

[263

.32]

262.

76

[263

.42]

262.

93

[263

.52]

263.

10

[263

.62]

263.

27[2

61.6

3]

McLA

UG

HLIN

RO

AD

SEE DWG No. GR12

SEE

DW

G N

o. G

R11

GR13

NORTH LIMIT OF SUBDIVISION

EAST LIMIT O

F SUBD

IVISION

MATCH TOEXISTING

MATCH TOEXISTING

GR13

Town of CaledonAPPROVEDAS NOTED

This approval constitutes a generalreview and does not certify dimensionalaccuracy.

Date :Approved by :

This approval is subject to further certificationof the``as constructed `` works by a registeredProfessional Engineer of the Province ofOntario.

APPR.DATEBYREVISIONS TO DRAWINGNo.

ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED

CLIENT

MUNICIPALITY

PROJECT TITLE

SHEET TITLE

DWG. NUMBER

DATE

CHECKEDDRAWNDESIGNED

SCALE

PROJECT NUMBERX:\D

IV10

\10-

1203

5 Br

ookv

alle

y C

aled

on\M

UN

\007

- G

radi

ng\1

2M-0

0011

_GR

1-13

.dw

gD

ec 0

7, 2

020

- 10:

34am

, Rai

mon

doA

FILE

NAM

E:PL

OTD

ATE:

CONSULTANT

CALEDON DEVELOPMENT #2 LP

Mayfield West Residential SubdivisionBrookvalley - Stage 2

GRADING PLAN

J.C.V. 10/12 CAD A.D.R.

1:500 MARCH 2019

12M-00011

1 PRELIMINARY ENGINEERING A.D.R. DEC/4/20

STAMP

KEY PLAN NTS

www.wsp.comf: 905.882.0055t: 905.882.1100Thornhill, ON Canada L3T 0A1100 Commerce Valley Dr. West,

McL

AU

GH

LIN

RO

AD

T-16005C

LEGEND

EXISTING ELEVATION

PROPOSED ELEVATION

FUTURE ELEVATION

EX. CONTOUR

OVERLAND FLOW

DIRECTION OF FLOW

SANITARY MANHOLE

STORM MANHOLE

CATCHBASIN, DOUBLE CATCHBASIN

CATCHBASIN, DOUBLE CATCHBASINWITH INLET CONTROL

VALVE AND BOX

HYDRANT AND VALVE

LIMIT OF PHASE / STAGE

LIMIT OF SUBDIVISION

LOTS REQUIRING ENGINEERED FILL

LOTS REQUIRING BUILDING DOWNSPOUTSTO DRAIN TO FRONT OF LOT

PROPOSED REAR LOT SWALE (SEE DETAILON DRAWING D3)

263.50

[263.50]

*

CB DCB

CB DCB

PRIVATE L.I.D INFILTRATION TRENCH C/WSUBDRAIN. SEE DETAIL ON DWG No. D3

FUTURE STAGE 2. NOT APPROVED.

STAGE 1

NOT TO BE CONSTRUCTED.

TOWN OF CALEDONPLANNINGRECEIVED

Dec 18, 2020