200mmØ PVC DR18 WATERMAIN STREET A · 2019. 5. 17. · culvert to be removed vb 200mmØ pvc dr18 watermain 19.5m - 3.0m x 1.80m precast concrete box culvert @ 1.50% n inv = 190.58

EXISTING 300mmØ CSP DRIVEWAY

CULVERT TO BE REMOVED

EXISTING 450mmØ CSP


HP HP

HP

HP

HYD

EX. VB

EX. VB

BPED

BPED

BPED

HP

HP

HP

HP

HP

EX. VB

BPED

15

16

17

MH17A

94.2m - 300mm SAN @ 0.25%

291

HW4

CURB AS PER OPSD

600.100

BLOCK 92

DCBMH51

ST

RE

ET

A

McNABB STREET

R

A

I

L

W

A

Y

S

T

R

E

E

T

MH16A

64.1m - 300mm SAN @ 0.25%

EX CBMH B-1

MH22

3

2

.

6

m

-

4

5

0

m

m

S

T

M

@

0

.

7

4

%

90.7m - 450mm STM @ 0.40%

R

=

9

.

0

0

m

R

=

9

.

0

0

m

1.5m

C

ON

CR

ET

E S

ID

EW

ALK

EX. 150mmØ WATERMAIN

(TO BE REMOVED)

DCB

330

TIE INTO EXISTING CURB AND

GUTTER, AND ASPHALT AS

SHOWN WITH PAVEMENT LAP JOINT

48.8m - 375mm STM @ 0.30%

9.5m - 600mm STM @ -1.05%

CTRLMH1

E

X

.

1

5

0

m

m

A

C

W

A

T

E

R

M

A

I

N

E

X

2

0

0

m

m

Ø

P

V

C

W

A

T

E

R

M

A

I

N

BLOCK 91

0.30m RESERVE

HP

BLOCK 93

SWM FACILITY

DCB

EX. VB

E

X

.

D

I

T

C

H

EX MH

EXISTING DICB c/w

150mmØ RIP RAP

TOP = 193.75

INV = 192.99

EXISTING 450mmØ

PE STM @ 0.50%

EXISTING WATERCOURSE

EX. VB

EXISTING

1800mm

Ø CSP

CULVER

T TO BE

REMOVE

D

VB

200m

mØ

P

VC

D

R18 W

AT

ER

MA

IN

19.5m - 3.0m x 1.80m PRECAST

CONCRETE BOX CULVERT @ 1.50%

N INV = 190.58

S INV = 190.87

TOP ELEVATION OF EXISTING

MANHOLE TO BE ADJUSTED

TO MATCH PROPOSED

GRADE OF FINISHED

SIDEWALK

EXISTING UTILITY PEDESTAL TO BE

RELOCATED IN CONSULTATION WITH

OWNING UTILITY

E

X

.

4

0

0

m

m

Ø

W

A

T

E

R

M

A

I

N

VBVB

VB

TIE INTO EXISTING 400mmØ WATERMAIN

WITH 400 x 200mm TAPPING SLEEVE AND

VALVE

200mmØ PVC DR18 WATERMAIN

1.5m CONCRETE SIDEWALK

4.7m - 600mm STM @ 2.11%

EXISTING RESIDENTIAL DRIVEWAYS

TO BE REINSTATED;

ASPHALT DRIVEWAYS TO BE 100mm

GRANULAR 'A' AND 50mm H.L.3.

GRAVEL DRIVEWAYS TO BE MIN.

100mm GRANULAR 'A' (TYP.)

BOULEVARD TO BE REINSTATED

WITH 100mm TOPSOIL &

NURSERY SOD OR 100mm

TOPSOIL, SEED & MULCH (TYP.)

2.3m - 450mm STM @ 0.30%

EXISTING RETAINING WALL TO BE REMOVED

HW3

8.5m - 300mm STM @ 0.50%

DCB51

NW INV=191.49

Reinforced Concrete

TOP=193.07

DEPTH TO SUMP=1.9

LOT 291

· SANITARY SERVICE TO BE150mmØ PVC SDR28

· WATER SERVICE TO BE50mmØ PE160

LOT 330



EXISTING TEE TO BE CAPPED

FOLLOWING REMOVAL OF EXISTING

WATERMAIN ON MCNABB ST.

VALVE TO REMAIN CLOSED

TO SEPARATE OPERATING

PRESSURE ZONES

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

G

G

G

+

-

0

-

0

2

0

+

0

0

0

0

+

0

0

2

0

+0

040

+0

060

+0

080

+0

100

+0

120

+0

140

+0

160

+

0

5

2

0

+

0

5

4

0

+

0

5

6

0

+

0

5

8

0

+

0

6

0

0

6

0

7

+

0

6

4

0

+0

660

+0 680

+0 700

+0 706

MA

TC

H L

IN

E

AT

S

TA

TIO

N - 0+

159.48

NE

XT

S

HE

ET

N

UM

BE

R: C

411

MH16A

(1200Ø)

TOP=193.79

OPSD 701.010

ST

RE

ET

A

ORIGINAL GROUND

EX

150m

mØ

PV

C W

M

MH17A

(1200Ø)

TOP=193.35

OPSD 701.010

0.50m

PROPOSED GROUND

TIE INTO EXISTING ASPHALT

WITH PAVEMENT LAP JOINT

EXISTING 1800mmØ CSP


200mm TEE

200m

mØ

PV

C W

M

EXISTING 150mmØ

WATERMAIN

TO BE REMOVED ALONG

WITH ALL

APPURTENANCES

UNLESS OTHERWISE

SPECIFIED

HY

D

ST

A. 0+

023.755

VB

ST

A. 0+

050.582

VB

ST

A. 0+

075.879

EXISTING 150mmØ WATERMAIN

TIE INTO EXISTING 400mmØ

WATERMAIN WITH 400 x 200mm

TAPPING SLEEVE AND VALVE

RA

ILW

AY

S

TR

EE

T

DCBMH51

(1800Ø)

TOP=193.07

OPSD 701.012

19.5m - 3.0m x 1.80m PRECAST

CONCRETE BOX CULVERT @ 1.50%

N INV = 190.58

S INV = 190.87

0.50m

VB

ST

A. -0+

002.948

45° B

EN

D

45° B

EN

D

45° B

EN

D

45° B

EN

D

45° B

EN

D

45° B

EN

D

45° B

EN

D

45° B

EN

D

2.3m - 450mm PVC STM @

0.30% TO TIE INTO

PRECAST CONCRETE

BOX CULVERT

INV = 191.29

EXISTING TEE TO BE

CAPPED FOLLLOWING

REMOVAL OF EXISTING

WATERMAIN

EX. MCNABB STREET

190

191

192

193

194

195

196

190

191

192

193

194

195

196

PROPOSED

STORM

PROPOSED

STORM

PROPOSED

SANITARY

PROPOSED

SANITARY

EXIST\PROP

CENTERLINE

ELEVATION

EXIST\PROP

CENTERLINE

ELEVATION

CHAINAGE CHAINAGE

76.4m - 375mm PERF. PVC

STM @ 1.30%


STM @ 0.30%

94.2m - 300mm PVC

SAN @ 0.25%

79.9m - 300mm PVC

SAN @ 0.25%

194.20

194.196

194.44

194.445

194.20

194.201

194.00

193.995

193.77

193.773

193.60

193.598

193.53

193.531

193.32

193.322

193.19

193.189

193.41

193.410

-0+

020

0+

000

0+

020

0+

040

0+

060

0+

080

0+

100

0+

120

0+

140

0+

160

NE

190.32

SE

190.32

SW

190.08

NE

190.08

-0.8

0%

-0.7

0%

PV

I S

TA

=

0+

008.26

PV

I E

LE

V =

194.169

PV

I S

TA

=

0+

059.83

PV

I E

LE

V =

193.755

PVI STA= 0+159.51

PVI ELEV= 193.058

K= 8.00

LVC= 32.41m

A= 4.05%

BV

CS

= 0+

143.31

BV

CE

= 193.171

LOW PT. STA= 0+148.90

LOW PT ELEV= 193.152

-0.8

0%

-0.7

0%

PV

I S

TA

=

0+

008.26

PV

I E

LE

V =

194.169

PV

I S

TA

=

0+

059.83

PV

I E

LE

V =

193.755

PVI STA= 0+159.51

PVI ELEV= 193.058

K= 8.00

LVC= 32.41m

A= 4.05%

BV

CS

= 0+

143.31

BV

CE

= 193.171

LOW PT. STA= 0+148.90

LOW PT ELEV= 193.152

NE

191.29

NE

191.44

SW

191.30

SE

191.45

0 10.0 20.0 30.0m5.0

H 1:500 V 1:50

KEY PLAN

File: C:\U

sers\kevin\D

esktop\Capes Engineering\Projects\2018-045 Southam

pton Landing\D

esign D

raw

ings\02_ProductionD

wg\033534_P&

P - M

cN

ABB Street.dw

g D

ate Plotted: February 15, 2019 - 9:37 AM

Client

1. This drawing is the exclusive property of CAPES Engineering Ltd. The reproduction of

any part without express written consent of this Corporation is strictly prohibited.

2. The contractor shall verify all dimensions, levels, and datums on site and report any

discrepancies or omissions to CAPES Engineering Ltd. prior to construction.

3. This drawing is to be read and understood in conjunction with all other plans and

documents applicable to this project.

Notes

Scale

Drawing No.Designed Checked Date

Rev No.Project No.

355310 BLUE MOUNTAINS - EUPHRASIA TOWNLINE

CLARKSBURG, ON N0H 1J0

TEL: 705-994-4818

SEATON SOUTHAMPTON LIMITED

245 EGLINTON AVENUE EAST, SUITE 400

TORONTO, ON

M4P 3B7

SOUTHAMPTON LANDING

PLAN AND PROFILE

K. GRIFFIN C. CAPES

2018-045

JAN 2019

1

C410

No Issue / Revision Date Auth

1 ISSUED FOR APPROVALS 2019/02/15

STREET A

STREET B

MCNABB ST.

R

A

I

L

W

A

Y

S

T

.

STORM MANHOLE

LEGEND

SANITARY MANHOLE

SANITARY SERVICE CONNECTION

STORM SERVICE CONNECTION

WATER SERVICE CONNECTION AND CURB STOP

VALVE & BOX

WATERMAIN TEE

HYDRANT

LIGHT STANDARD

TRANSFORMER

MAILBOX PAD

CURB DEPRESSION

EX. GAS MAIN

EX. BELL

EX. LIGHT STANDARD

EX. LS

G

B

EX. CHAIN LINK FENCE

x x

CB

SINGLE CATCHBASIN

DUCT BANK CROSSING

VALVE IN CHAMBER

DRAIN CHAMBER

BELL PEDESTAL

WATER SAMPLING STATION

PAVEMENT STRUCTURE FILL PLACED IN MAX.

200mm LIFTS, COMPACTED TO 98% SPMDD

(SEE PROFILE VIEW)

1.50m CHAIN LINK FENCE

x x


ELEVATION 195.62m

BM1

NAIL IN HYDRO POLE AT NORTHEAST CORNER OF INTERSECTION OF

PEEL STREET AND GRENVILLE STREET.

TOP NUT OF HYDRANT 10m SOUTHEAST OF THE INTERSECTION OF PEEL

STREET AND McNABB STREET.

BM2

ELEVATION 195.83m

TOP OF SIB AT EASTERLY CORNER OF THE INTERSECTION OF McNABB

STREET AND HIGHWAY 21.

BM3

ELEVATION 194.06m

BOLT IN HYDRO POLE ON THE EAST SIDE OF HIGHWAY 21-68m SOUTH

OF THE INTERSECTION OF STREET A AND HIGHWAY 21.

BM4

ELEVATION 196.11m

BENCHMARKS

TREE PRESERVATION ZONE

EXISTING WATERCOURSE

CONSTRUCTION NOTES:

1. FULL DEPTH REMOVAL OF EXISTING ASPHALT ON McNABB ST.

(ESTIMATED DEPTH 80mm).

2. FULL DEPTH REMOVAL OF EXISTING SHOULDER GRANULARS


3. ALL ORGANICS TO BE STRIPPED FROM UNDER ROADBED AND

REPLACE WITH SELECT SUBGRADE MATERIAL.

4. ALL TRENCHES TO BE BACKFILLED WITH GRANULAR MATERIAL (NATIVE

SAND WHERE AVAILABLE)

5. PLACEMENT OF McNABB ST. ROAD BASE AND ASPHALT AS PER TOWN

OF SAUGEEN SHORES TYPICAL URBAN CROSS SECTION.

6. RESTORE GRASS AREAS WITH 100mm TOPSOIL & NURSERY SOD OR

100mm TOPSOIL, SEED & MULCH.

7. EXISTING RESIDENTIAL DRIVEWAYS TO BE REINSTATED; ASPHALT

DRIVEWAYS TO BE 100mm GRANULAR 'A' AND 50mm H.L.3. GRAVEL

DRIVEWAYS TO BE MIN. 100mm GRANULAR 'A'.

Not Fo

r Cons

truction



271

HP

EX. HYD

HP

HP

HP

HP

HP

EX. 85.9m - 375mmØ STRM @ 0.20%

EX. VB

82

83

84

85

86

87

LOT 12

LOT 11

LOT 10

79.9m - 300mm SAN @ 0.25%

MH17A

BLOCK 92

DCBMH51

76.4m - 375mm STM @ 1.30%

McNABB STREET

PE

EL S

RE

ET

MH18A

EX MH2A

EX MH1A

80.1m - 300mm SAN @ 0.25%

76

.3

m - 2

00

mm

S

AN

@

1.4

4%

55.2m

- 300m

m S

AN

@

0.23%

EX CBMH3

EX CBMH2

EX CB7

EX CB5

EX CB6

13.7m - 250mm STM @ 0.50%

72

.7

m - 25

0m

m S

TM

@

0

.3

2%

10.7m - 300mm STM @ 0.47%

7.6m - 250mm STM @ 1.32%

39.6m

- 300m

m S

TM

@

0.23%

261

321

320

330

334

340

20mmØ REHAU MUNICIPEX OR

IPEX SDR9 WATER SERVICE

CONNECTION (TYP.)

125mmØ PVC DR28 SANITARY

SERVICE CONNECTION (TYP.)

TIE INTO EXISTING

SANITARY STUB

CURB AS PER OPSD

600.100

TIE INTO EXISTING CURB AND

GUTTER, AND ASPHALT AS

SHOWN WITH PAVEMENT LAP JOINT

EX. VB

EX. VB

EX. DITCH

EX. DITCH

EX. DITCH

EX. DITCH

EX. CB

TOP = 194.14





EXISTING STORM SEWER OUTLET

TO ROADSIDE DITCH

INV = 193.38

TO BE CONNECTED TO

PROPOSED MH50

EX. VB

200mmØ PVC DR18 WATERMAIN

EXISTING RESIDENTIAL DRIVEWAYS

TO BE REINSTATED;

ASPHALT DRIVEWAYS TO BE 100mm

GRANULAR 'A' AND 50mm H.L.3.

GRAVEL DRIVEWAYS TO BE MIN.

100mm GRANULAR 'A' (TYP.)

BOULEVARD TO BE REINSTATED

WITH 100mm TOPSOIL &

NURSERY SOD OR 100mm

TOPSOIL, SEED & MULCH (TYP.)

TIE INTO EXISTING WATERMAIN,

INSTALLING 150 x 150mmØ TEE

C/W 200 x 150mm REDUCER

CBMH50

EXISTING 150mmØ WATERMAIN

(TO BE REMOVED)

DCB51

NW INV=191.49

Reinforced Concrete

TOP=193.07

DEPTH TO SUMP=1.9

8.7m - 250mm STM @ 0.50%

CB50

W INV=192.52

Reinforced Concrete

TOP=194.29

DEPTH TO SUMP=2.1

MH50

NE INV=193.39

SE INV=192.70

(1200Ø)

OPSD 701.010

TOP=194.58

DEPTH TO SUMP=2.2

CBMH50

4.3m - 375mm STM @ 5.00%

LOT 261



EXISTING TEE TO BE CAPPED

FOLLOWING REMOVAL OF

EXISTING WATERMAIN ON

MCNABB ST.

X X X XX X X

X X X XX X X

XX

+0

160

+0

180

+0

200

+0

220

+0

240

+0

260

+0

280

+0

300

+0

318

+0 380

+0 400

+0 420

+0 440

+0 448

MA

TC

H L

IN

E

AT

S

TA

TIO

N - 0+

159.48

PR

EV

IO

US

S

HE

ET

N

UM

BE

R - C

410

ORIGINAL GROUND

EX 150mmØ PVC WM

MH18A

(1200Ø)

TOP=194.45

OPSD 701.010

PROPOSED GRADE

EX MH2A

(1200Ø)

TOP=195.00

OPSD 701.010

TIE INTO EXISTING SANITARY STUB

INV = 189.68

EX CBMH3

(1200Ø)

TOP=194.78

OPSD 701.010

TIE INTO EXISTING ASPHALT

WITH PAVEMENT LAP JOINT

VB

ST

A. 0+

307.960

HY

D

ST

A. 0+

175.597

2

0

0

m

m

Ø

P

V

C

W

M

EXISTING 150mmØ

WATERMAIN

TO BE REMOVED ALONG

WITH ALL

APPURTENANCES

UNLESS OTHERWISE

SPECIFIED

CBMH50

(1200Ø)

TOP=194.53

OPSD 701.010

TIE INTO EXISTING WATERMAIN,

INSTALLING 150 x 150mmØ TEE C/W

200 x 150mm REDUCER

TIE INTO EXISTING EXCBMH3

WITH PROPOSED 375mmØ PVC

STORM

SW INV = 193.56

CONNECT EXISTING

375mmØ STORM SEWER

TO PROPOSED MH50

EX. MCNABB STREET

190

191

192

193

194

195

196

190

191

192

193

194

195

196

PROPOSED

STORM

PROPOSED

STORM

PROPOSED

SANITARY

PROPOSED

SANITARY

EXIST\PROP

CENTERLINE

ELEVATION

EXIST\PROP

CENTERLINE

ELEVATION

CHAINAGE CHAINAGE

83.9m - 375mm PVC

STM @ 0.20%

10.7m - 300mm HDPE

STM @ 0.47%


STM @ 1.30%

79.9m - 300mm PVC

SAN @ 0.25%

80.1m - 300mm PVC

SAN @ 0.25%

193.41

193.410

194.00

193.995

194.23

194.230

194.32

194.318

194.48

194.481

194.57

194.573

194.62

194.623

194.71

194.712

0+

160

0+

180

0+

200

0+

220

0+

240

0+

260

0+

280

0+

300

0+

320

SW

189.88

NE

189.88

PV

I S

TA

=

0+

245.66

PV

I E

LE

V =

194.524

PV

I S

TA

=

0+

313.69

PV

I E

LE

V =

194.861

3

.

3

5

%

0.7

0%

0.50

%

PVI STA= 0+159.51

PVI ELEV= 193.058

K= 8.00

LVC= 32.41m

A= 4.05%

EV

CS

= 0+

175.72

EV

CE

=193.601

PVI STA= 0+192.11

PVI ELEV= 194.150

K= 12.00

LVC= 31.84m

A= -2.65%

BV

CS

= 0+

176.18

BV

CE

= 193.617

EV

CS

= 0+

208.03

EV

CE

=194.261

PV

I S

TA

=

0+

245.66

PV

I E

LE

V =

194.524

PV

I S

TA

=

0+

313.69

PV

I E

LE

V =

194.861

SE

190.11

NW

189.68

SW

189.68

SE

193.70

NE

193.60

SW

193.56

EXISTING

EXISTING

SW

192.44

NW

192.48

E 192.48

0.50

0 10.0 20.0 30.0m5.0

H 1:500 V 1:50

KEY PLAN

File: C:\U

sers\kevin\D

esktop\Capes Engineering\Projects\2018-045 Southam

pton Landing\D

esign D

raw

ings\02_ProductionD

wg\033534_P&

P - M

cN

ABB Street.dw

g D

ate Plotted: February 15, 2019 - 9:38 AM

Client

1. This drawing is the exclusive property of CAPES Engineering Ltd. The reproduction of

any part without express written consent of this Corporation is strictly prohibited.

2. The contractor shall verify all dimensions, levels, and datums on site and report any

discrepancies or omissions to CAPES Engineering Ltd. prior to construction.

3. This drawing is to be read and understood in conjunction with all other plans and

documents applicable to this project.

Notes

Scale

Drawing No.Designed Checked Date

Rev No.Project No.

355310 BLUE MOUNTAINS - EUPHRASIA TOWNLINE

CLARKSBURG, ON N0H 1J0

TEL: 705-994-4818

SEATON SOUTHAMPTON LIMITED

245 EGLINTON AVENUE EAST, SUITE 400

TORONTO, ON

M4P 3B7

SOUTHAMPTON LANDING

PLAN AND PROFILE

K. GRIFFIN C. CAPES

2018-045

JAN 2019

1

C411

No Issue / Revision Date Auth

1 ISSUED FOR APPROVALS 2019/02/15

STREET A

STREET B

MCNABB ST.

R

A

I

L

W

A

Y

S

T

.

STORM MANHOLE

LEGEND

SANITARY MANHOLE

SANITARY SERVICE CONNECTION

STORM SERVICE CONNECTION

WATER SERVICE CONNECTION AND CURB STOP

VALVE & BOX

WATERMAIN TEE

HYDRANT

LIGHT STANDARD

TRANSFORMER

MAILBOX PAD

CURB DEPRESSION

EX. GAS MAIN

EX. BELL

EX. LIGHT STANDARD

EX. LS

G

B

EX. CHAIN LINK FENCE

x x

CB

SINGLE CATCHBASIN

DUCT BANK CROSSING

VALVE IN CHAMBER

DRAIN CHAMBER

BELL PEDESTAL

WATER SAMPLING STATION

PAVEMENT STRUCTURE FILL PLACED IN MAX.

200mm LIFTS, COMPACTED TO 98% SPMDD

(SEE PROFILE VIEW)


x x


ELEVATION 195.62m

BM1

NAIL IN HYDRO POLE AT NORTHEAST CORNER OF INTERSECTION OF

PEEL STREET AND GRENVILLE STREET.

TOP NUT OF HYDRANT 10m SOUTHEAST OF THE INTERSECTION OF PEEL

STREET AND McNABB STREET.

BM2

ELEVATION 195.83m

TOP OF SIB AT EASTERLY CORNER OF THE INTERSECTION OF McNABB

STREET AND HIGHWAY 21.

BM3

ELEVATION 194.06m

BOLT IN HYDRO POLE ON THE EAST SIDE OF HIGHWAY 21-68m SOUTH

OF THE INTERSECTION OF STREET A AND HIGHWAY 21.

BM4

ELEVATION 196.11m

BENCHMARKS

TREE PRESERVATION ZONE

CONSTRUCTION NOTES:

1. FULL DEPTH REMOVAL OF EXISTING ASPHALT ON McNABB ST.


2. FULL DEPTH REMOVAL OF EXISTING SHOULDER GRANULARS


3. ALL ORGANICS TO BE STRIPPED FROM UNDER ROADBED AND

REPLACE WITH SELECT SUBGRADE MATERIAL.

4. ALL TRENCHES TO BE BACKFILLED WITH GRANULAR MATERIAL (NATIVE

SAND WHERE AVAILABLE)

5. PLACEMENT OF McNABB ST. ROAD BASE AND ASPHALT AS PER TOWN

OF SAUGEEN SHORES TYPICAL URBAN CROSS SECTION.

6. RESTORE GRASS AREAS WITH 100mm TOPSOIL & NURSERY SOD OR

100mm TOPSOIL, SEED & MULCH.

7. EXISTING RESIDENTIAL DRIVEWAYS TO BE REINSTATED; ASPHALT

DRIVEWAYS TO BE 100mm GRANULAR 'A' AND 50mm H.L.3. GRAVEL

DRIVEWAYS TO BE MIN. 100mm GRANULAR 'A'.

Not Fo

r Cons

truction

Documents

200mmØ PVC DR18 WATERMAIN STREET A · 2019. 5. 17. · culvert to be removed vb 200mmØ pvc dr18 watermain 19.5m - 3.0m x 1.80m precast concrete box culvert @ 1.50% n inv = 190.58