winston churchill boulevard - norval design drawings...01 of xxxxx-d g.j.k. k.j.g. b-37, b-19 b-25,...

ADAMSON STREET S. (REG. RD. 19)

GW

300 x

27.8

7 C

SP

500 x 9.13 CSP

500 x 12.46 CSP

G

W

GABION RETAINING WALL

GABION BASKET

ASPHALT

DRIVEWAY

CH

AIN

LIN

K F

EN

CE ASPHALT

DRIVEWAY

CONC.

S/W

EXIST. CONC

ASPHALT

PARKING LOT

P&

W F

EN

CE

P

&

W

F

E

N

C

E

P&

W F

EN

CE

AS

PH

ALT

DR

IV

EW

AY

GW

450 CONC.

4+

400

4+500

BC

=

4+

310.658

EC

=

4+

398.273

BC

=

4+

431.395

EC

=

4

+5

05

.9

04

450Ø STO

RM

525Ø STORM

610Ø STO

CS

CS

CS

4+

300

4+

300

REVISIONS

SERVICE DATA

DATE

DETAILS INIT.

SERVICE DATE DATESERVICEINIT. INIT.

SAN SEWERS

STORM SEWERS

WATERMAINS

GAS MAINS

BELL U/G CABLE

HYDRO U/G CABLE

TRANSIT

PARKS & REC.

HYDRO ONE

CTV

ONT. CLEAN WATER

4+560

222

220

218

216

214

212

ROAD CHAINAGE4+3004+320 4+340 4+360

4+3804+400

4+4204+440 4+460 4+480 4+500 4+520 4+540

COMMUNIC. CABLES

NEW CONSTRUCTION

STA. 4+280 TO STA. 4+560

WINSTON CHURCHILL

(PHASE 1)

10 SIDEROAD TO NORTH OF NOBLE STREET

PROFILE CONTROL

EX. ROAD ELEV.

Plan No.

Project No.

Sheet

Drawn by

AreaCAD Area

Checked by

Date

Approved byDesigned by

Chkd.

BELL CANADA

ONTARIO MINISTRY OF TRANSPORTATION

HYDRO ONE NETWORKS

ENERSOURCE, HYDRO MISSISSAUGA

HYDRO ONE BRAMPTON

NOTICE TO CONTRACTOR

THE REGIONAL MUNICIPALITY OF PEEL

CITY OF MISSISSAUGA WORKS DEPT.

CITY OF BRAMPTON WORKS DEPT.

TOWN OF CALEDON WORKS DEPT.

ONTARIO CLEAN WATER AGENCY

CABLE TELEVISION/FIBREOPTIC PROVIDERS:

BELL CANADA

ENERSOURCE TELECOM

HYDRO ONE TELECOM

ROGERS CABLE

ALLSTREAM

PSN (PUBLIC SECTOR NETWORK)

FUTUREWAY (FCI BROADBAND)

The Contractor Is Responsible For Locating And Protecting All Existing Utilities Prior

To And During Construction. Location of Existing Utilities Approximate Only, To Be

Verified In Field By Contractor.

KEY PLAN (N.T.S.)

ENBRIDGE INCORPORATED-GAS DISTRIBUTION

48 HOURS PRIOR TO COMMENCING WORK NOTIFY THE FOLLOWING

MA

TC

HLIN

E S

TA

. 4+

56

0

SE

E S

HE

ET

02

222

220

218

216

214

212

212

210

208

206

204

202

212

210

208

206

204

202

RIP RAP 2.0m WIDTH

OPSD 810.010 (TYPE B)

(TYP.)

R=850

R=570

HOUSE

No. 18

HOUSE

No. 15

ST. PAUL'S

PARISH

HALL

No.12

No. 28

HOUSE

No. 5

ASPHALT DRIVEWAY

WIDTH TO MATCH

EXISTING

ASPHALT DRIVEWAY

WIDTH TO MATCH

EXISTING

ASPHALT DRIVEWAY WIDTH

TO MATCH EXISTING

1.5 CONCRETE

SIDEWALK

ASPHALT

DRIVEWAY

4.2

5

5

:1

1.5 ASPHALT BOULEVARD

C TOP OF PAVEMENT

SUBGRADE

ORIGINAL GROUND

SUBGRADE

ORIGINAL GROUND

-

7

.

7

0

%

K = 18

A.D. = 6.765

PVI ELEV = 204.770

PVI STA = 4+530

BV

C

-

7

.

7

0

%

150Ø WATERMAIN

E

X

I

S

T

I

N

G

W

A

T

E

R

M

A

I

N

E

X

I

S

T

I

N

G

S

T

O

R

M

S

E

W

E

R

E

X

I

S

T

I

N

G

S

T

O

R

M

S

E

W

E

R

E

X

I

S

T

I

N

G

S

T

O

R

M

S

E

W

E

R

N INV. 211.006 (EX)

S INV. 211.366 (EX.)

E INV. 211.550

N INV. 206.306 (EX)

S INV. 206.566(EX.)

E INV. 206.800

W INV. 206.950

N INV. 204.171 (EX)

S INV. 204.481 (EX.)

E INV. 204.560

W INV. 204.560

CONNECT TO EXISTING

WATERMAIN

CONNECT TO EXISTING

150Ø WATERMAIN

150Ø WATERMAIN

LIMIT O

F CO

NSTR

UC

TION

STA. 4+376

LIM

IT O

F C

UR

B

AN

D G

UT

TE

R

ST

A. 4

+410

VARIABLE ASPHALT

SHOULDER

LIMIT OF CONSTRUCTION

STA. 4+376

LIMIT OF CURB

AND GUTTER

STA. 4+410

5

:

1

PVI ELEV = 215.120

PVI STA = 4+395.6

FULL WIDTH/DEPTH

EXCAVATION

1.8m

FULL WIDTH/DEPTH EXCAVATION

VARIABLE ASPHALT

SHOULDER

CONCRETE BARRIER CURB WITH

STANDARD GUTTER

OPSD 600.040

1.0 ASPHALT

BOULEVARD

1.5 ASPHALT

BOULEVARD

5.25

5.25

1.40

1.30

3.31

3.93

4.2

5

33.0m PARKING BAY

2.5

0

WINSTON CHURCHILL BLVD.

(REG. RD. 19)

G

U

E

L

P

H

S

T

R

E

E

T

(

H

W

Y

7

)

10 S

ID

ER

O

AD

OLD PINE DRIVE

NORVAL

B

O

V

A

I

R

D

D

R

I

V

E

W

.


(REG. RD. 19)

08/11/2015

06-4015

XXXXX-D01 of

K.J.G.G.J.K.

B-37, B-19 B-25, B-34

4.25

4.25

1.0 ASPHALT

BOULEVARD

WATERMAIN GENERAL NOTES:

1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.

2. ALL WATERMAIN INSTALLATION SHALL CONFORM TO THE LATEST

REVISIONS OF THE REGIONAL MUNICIPALITY OF PEEL STANDARDS

AND SPECIFICATIONS.

3. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY CAPS, PLUGS

AND BLOW OFFS REQUIRED FOR PRESSURE TESTING THE NEW

WATERMAIN.

4. MAXIMUM ALLOWABLE PIPE JOINT DEFLECTION OF THE WATERMAIN

SHALL BE 70% OF THE MANUFACTURER'S SPECIFICATIONS. PIPE

BARREL DEFLECTION IS STRICTLY PROHIBITED.

5. CORROSION PROTECTION IS REQUIRED FOR ALL METALLIC PIPE

VALVES, FITTINGS, SERVICES AND HYDRANTS. CATHODIC

PROTECTION (ZINC ANODE) AS PER THE DETAILS IN THE REGIONAL

SPECIFICATION.

6. EXISTING WATERMAIN IS TO BE EITHER REMOVED OR PLUGGED AND

ABANDONED AS REQUIRED.

7. HYDRANTS ARE TO BE INSTALLED SUCH THAT THE LOWER

ROD/STEM LENGTH SHALL NOT EXCEED 1.7m MEASURED FROM THE

BREAK-OFF FLANGE.

8. REGIONAL MUNICIPALITY OF PEEL APPROVED MECHANICAL

RESTRAINTS ARE TO BE USED ON ALL STANDARD BENDS, VALVES,

FITTINGS AND HYDRANTS.

9. TRACING WIRE IS TO BE INSTALLED ON ALL NEW WATERMAIN PIPE,

FOR LOCATING PURPOSES. A SOLID 12 GAUGE TWU COPPER WIRE

SHALL BE INSTALLED ALONG THE TOP CENTRE OF THE PIPE AND

STRAPPED AT 6m INTERVALS.

DROP CURB

CURB TERMINATION - 3.8m

OPSD 608.010

LEGEND:

L

C TOP OF PAVEMENT

L

COLOUR IMPREGNATED

ASPHALT BOULEVARD

N

O

B

L

E

S

T

R

E

E

T


BO

VA

IR

D D

RIV

E W

.

GW

G

W

GW

G

W

G

W

450 x 6.0 C

SP

30

0 x 7

.7

5 C

SP

GW

550 x 4.06 CP

5

0

0

x

1

1

.7

1

C

S

P

5

0

0

x

0

.4

9

C

S

P

4

0

0

x 0

.8

8

C

S

P

800 C

P

400 x 9.20 CSP

GW

GW

GW

PHONE

BOOTH

SIDEWALK

EXIST. CONC. SIDEWALK

CO

NC

.

AS

PH

ALT

DR

IV

EW

AY

ASPHALT

DRIVEWAY

BRICK R/W

GDN

CONC.

ASPHALT BLVD.

ASPHALT PARKING

LOT

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

CO

NC

. S

ID

EW

AL

K

CONC. SIDEWALK

WOOD FENCE

WOOD FENCE

WO

OD

F

EN

CE

ASPHALT

PARKING LOT

CONC. SIDEWALK

CO

NC

. S

ID

EW

AL

K

CONC. SIDEWALKCONC. SIDEWALK

AS

PH

ALT

LA

NE

WA

Y

HE

DG

E

IRON FENCE

IRON FENCE

CO

NC

. S

/W

C

O

N

C

.

S

/

W

GRAVEL

PARKING

AREA

CONC.

PAVERS

ASPHALT

DRIVEWAY

GRAVEL

D/W

CONC.

DRIVEWAY

ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

GRAVEL

DRIVEWAY

CO

NC

. S

ID

EW

AL

K

ASPHALT

DRIVEWAY

A

S

P

H

A

L

T

D

R

I

V

E

W

A

Y

C

O

N

C

.

S

I

D

E

W

A

L

K

C

O

N

C

.

P

A

V

E

R

S

D

E

C

K

G

R

A

V

E

L

D

R

I

V

E

W

A

Y

4+600 4+700

4

+

8

0

0

BC

=

4

+7

83

.1

06

E

C

=

4

+

8

4

4

.

0

8

7

M

825Ø STORM

8

2

5

BOARD FENCE

GRAVEL D/W

GR

AV

EL

LA

NE

WA

Y

B/F

B/F

B

O

A

R

D

F

E

N

C

E

AS

PH

ALT

DR

IV

EW

AY

TC

G

D

N

.

G

D

N

.

CSCS

825Ø STORM

825Ø

S

T

O

R

M

HEDGE

VC

GW

CS

CS

CS

CS

GRASS

DRIVEWAY

REVISIONS

SERVICE DATA

DATE

DETAILS INIT.


SAN SEWERS

STORM SEWERS

WATERMAINS

GAS MAINS

BELL U/G CABLE

HYDRO U/G CABLE

TRANSIT

PARKS & REC.

HYDRO ONE

CTV

ONT. CLEAN WATER

4+840

210

208

206

204

202

200

ROAD CHAINAGE4+740 4+760 4+780 4+800 4+820

COMMUNIC. CABLES

STA. 4+560 TO STA. 4+860

PROFILE CONTROL

EX. ROAD ELEV.

Plan No.

Project No.

Sheet

Drawn by

AreaCAD Area

Checked by

Date


Chkd.

1Om0 10

20

0 12

3m

VERTICAL SCALE

1m

30m

HORIZONTAL SCALE

BELL CANADA


HYDRO ONE NETWORKS


HYDRO ONE BRAMPTON








BELL CANADA

ENERSOURCE TELECOM

HYDRO ONE TELECOM

ROGERS CABLE

ALLSTREAM






KEY PLAN (N.T.S.)



M

A

T

C

H

L

I

N

E

S

T

A

.

4

+

8

6

0

S

E

E

S

H

E

E

T

0

3

MA

TC

HLIN

E S

TA

. 4+

560

SE

E S

HE

ET

01

GR

EE

N S

T.

210

208

206

204

202

200

HOUSE

No. 8

HOUSE

No. 6

HOUSE

No. 4

ADAMSON

SPA & SALON

No. 2

THE CARPET

PALACE

No. 3

NORVAL

CONVENIENCE

DA CHEF'S PADELLA

RESTAURANT

No. 525

GARAGE

GARAGE

No. 5

HOUSE

No. 7

HOUSE

No. 4

HOUSE

No. 5

CRANFIELD

CHIROPRACTOR

CLINIC

No. 518

INTEGRATIVE WELLNESS

& DETOX CENTRE

No. 523

HOUSE

No. 519

HOUSE

No. 9

H

O

U

S

E

N

o

.

1

4

HOUSE

No. 10

HOUSE

No. 8

H

O

U

S

E

N

o

.

1

2

ST. PAUL'S

ANGLICAN

CHURCH

No. 12

R

=

1

3

0

R=

12

R

=

8

R

=

8

R

=

7

R

=

7

R

=

8

R

=

8

R

=

8

STA. 4+593 ADAMSON STREET S./WINSTON CHURCHILL BLVD.

STA. 7+000 GREEN STREET

STA. 4+695.710 ADAMSON ST. N. & S./WINSTON CHURCHILL BLVD.

STA. 9+000 GUELPH ST./HIGHWAY 7

STA. 4+847.373 ADAMSON ST. N./


STA. 11+000 NOBLE STREET

VARIABLE WIDTH

PAVED BOULEVARD

1.5m CONCRETE

SIDEWALK

CONCRETE BARRIER CURB WITH

STANDARD GUTTER

OPSD 600.040

1.5m CONCRETE

SIDEWALK

1.5m CONCRETE

SIDEWALK

1.5m CONCRETE

SIDEWALK

ASPHALT

DRIVEWAY

ASPHALT DRIVEWAY

WIDTH TO MATCH

EXISTING

ADAMSON STREET N. (REG. RD. 19)

ASPHALT DRIVEWAY

WIDTH TO MATCH

EXISTING

ASPHALT

DRIVEWAY

GRAVEL PARKING AREA &

LANEWAY WIDTH TO MATCH

EXISTING

ASPHALT

DRIVEWAY

ASPHALT DRIVEWAY WITH

CONCRETE BARRIER CURB

OPSD 600.110 (EXCAVATE TO

11.0m RT ONLY)

1.0m COLOUR IMPREGNATED

ASPHALT BOULEVARD


ASPHALT BOULEVARD

MATCH TO EXISTING

CONCRETE SIDEWALK

R

=

7

R

=

7

5.1

25

5.1

25

5.1

25

5.1

25

5.1

25

5.1

25

3

.

7

5

3

.

7

5

1.5m CONCRETE

SIDEWALK

12.00

5.1

25

5.1

25


ASPHALT BOULEVARD

2.0m CONCRETE

SIDEWALK

C TOP OF PAVEMENT

SUBGRADE

ORIGINAL GROUND

L

I

M

I

T

O

F

C

O

N

S

T

R

U

C

T

I

O

N

S

T

A

.

1

1

+

0

2

7

.

5

LIM

IT

O

F

CO

NS

TR

UC

TIO

N

ST

A. 6+

968.50

C

GREEN STREET

STA. 4+593

ELEV. 204.182

C

GUELPH STEET/HIGHWAY 7

STA. 4+695.710

ELEV. 203.877

EV

C

BV

C

EV

C

0.50%

BV

C

-0.50%

C

NOBLE STREET

STA. 4+847.373

ELEV. 203.065

4+860

150Ø

WATERMAIN

5.0

(TYP)

E

X

IS

T

IN

G

W

A

T

E

R

M

A

IN

EX

IST

ING

WA

TE

RM

AIN

EX

IST

ING

ST

OR

M S

EW

ER

E

X

IS

T

IN

G

S

T

O

R

M

S

E

W

E

R

CONNECT TO

EXISTING WATERMAIN

AT VALVE

N INV. 202.460±(EX)

S INV. 202.460±(EX)

E INV. 202.758

N INV. 202.100±(EX)

S INV. 202.220±(EX)

W INV. 202.461

N INV. 200.690±(EX)

S INV. 200.690±(EX)

E INV. 201.090

N INV. 200.100±(EX)

S INV. 200.220±(EX)

E INV. 200.750

TEE INV. 200.820±

CONCRETE RAMP TO

GARAGE WIDTH TO MATCH

EXISTING

7.0

ASPHALT

DRIVEWAY

6.0

R

=

5

R

=

5

5

:

1

5

:

1

FULL WIDTH/DEPTH EXCAVATION FULL WIDTH/DEPTH EXCAVATION

PAVEMENT REMOVAL

PARTIAL DEPTH

0.5

(M

IN

.)

1

.8

(M

IN

.)

150Ø WATERMAIN

CONNECT TO EXISTING

150Ø WATERMAIN

4.04.0

PLUG OPENING IN

EXISTING STORM

SEWER

CONNECT TO

EXISTING

WATERMAIN

150Ø WATERMAIN

9

0

°

61°

ABANDON AND FILL WITH

LIQUID GROUT EXISTING CSP

STORM SEWER LATERAL

LIM

IT

O

F

CO

NS

TR

UC

TIO

N

ST

A. 9+

030

LIM

IT

O

F

CO

NS

TR

UC

TIO

N

ST

A. 8+

985

STEEL BEAM

GUIDE RAIL

OPSD 912.130

SBEAT

EXTEND EXISTING

HYDRANT

9

0

°

2.0

K = 18

A.D. = 1.047

PVI ELEV = 203.723

PVI STA = 4+665

0.5

(M

IN

.)

-0.9

35%

-0.50%

PVI ELEV = 203.971

PVI STA = 4+615.480

SAWCUT AND REMOVE

ASPHALT BACK TO

PROPERTY

CONCRETE MOUNTABLE CURB

WITH NARROW GUTTER

OPSD 600.100

2

.

7

5

2

.

7

5

1.5m CONCRETE

SIDEWALK

REINSTATE HEDGE

AT WATER SERVICE

TRENCH

REFER TO SIGNALIZATION PLAN FOR

SIGNAL EQUIPMENT PLACEMENT

REFER TO PLAN ENLARGEMENT OF

INTERSECTION FOR SIDEWALK AND CURB

GRADES, TACTILE PLATES, RAMP

LOCATIONS, ETC.

NEW CONSTRUCTION

WINSTON CHURCHILL

(PHASE 1)


2.25m 2.25m

1.0 PAVED

SHOULDER

1.0 ASPHALT

BOULEVARD

1.0 ASPHALT

BOULEVARD

1.7m COLOUR

IMPREGNATED

ASPHALT

BOULEVARD

2.5

0

33.0m


(REG. RD. 19)

G

U

E

L

P

H

S

T

R

E

E

T

(

H

W

Y

7

)

10 S

ID

ER

O

AD

OLD PINE DRIVE

NORVAL

B

O

V

A

I

R

D

D

R

I

V

E

W

.


(REG. RD. 19)

GU

EL

PH

S

TR

EE

T

(H

IG

HW

AY

7

)

MASTER KEY PLAN/INDEX/LEGEND

08/11/2015

WINSTON CHURCHILL

(PHASE 1)


06-4015

XXXXX-D02 of

K.J.G.G.J.K.

B-37, B-19 B-25, B-34

PLUG OPENING IN

EXISTING STORM SEWER

45° CONCRETE OUTLET

OPSD 605.030 &

ASPHALT SPILLWAY

OPSD 605.040

WATERMAIN GENERAL NOTES:

1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.

2. ALL WATERMAIN INSTALLATION SHALL CONFORM TO THE LATEST

REVISIONS OF THE REGIONAL MUNICIPALITY OF PEEL STANDARDS

AND SPECIFICATIONS.

3. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY CAPS, PLUGS

AND BLOW OFFS REQUIRED FOR PRESSURE TESTING THE NEW

WATERMAIN.

4. MAXIMUM ALLOWABLE PIPE JOINT DEFLECTION OF THE WATERMAIN

SHALL BE 70% OF THE MANUFACTURER'S SPECIFICATIONS. PIPE

BARREL DEFLECTION IS STRICTLY PROHIBITED.

5. CORROSION PROTECTION IS REQUIRED FOR ALL METALLIC PIPE

VALVES, FITTINGS, SERVICES AND HYDRANTS. CATHODIC

PROTECTION (ZINC ANODE) AS PER THE DETAILS IN THE REGIONAL

SPECIFICATION.

6. EXISTING WATERMAIN IS TO BE EITHER REMOVED OR PLUGGED AND

ABANDONED AS REQUIRED.

7. HYDRANTS ARE TO BE INSTALLED SUCH THAT THE LOWER

ROD/STEM LENGTH SHALL NOT EXCEED 1.7m MEASURED FROM THE

BREAK-OFF FLANGE.

8. REGIONAL MUNICIPALITY OF PEEL APPROVED MECHANICAL

RESTRAINTS ARE TO BE USED ON ALL STANDARD BENDS, VALVES,

FITTINGS AND HYDRANTS.

9. TRACING WIRE IS TO BE INSTALLED ON ALL NEW WATERMAIN PIPE,

FOR LOCATING PURPOSES. A SOLID 12 GAUGE TWU COPPER WIRE

SHALL BE INSTALLED ALONG THE TOP CENTRE OF THE PIPE AND

STRAPPED AT 6m INTERVALS.

DROP CURB

CURB TERMINATION - 3.8m

OPSD 608.010

LEGEND:

REMOVE EAST

RAMP AND RESET

HANDRAIL

NOTE:

COMMERCIAL ENTRANCE RADII CURB

TO BE CONCRETE BARRIER CURB

OPSD 600.110

REFER TO PLAN

ENLARGEMENT OF

INTERSECTION FOR

SIDEWALK AND CURB

GRADES, RAMP

LOCATIONS, ETC.

STREET BENCH LOCATION

L

L

L

L

TEE E INV. 201.700(±)

TEE W INV. 201.700(±)

PLUG OPENING IN EXISTING

STORM SEWER

PLUG OPENING IN

EXISTING STORM

SEWER

1.0 ASPHALT

BOULEVARD

PLOT SCALE 1:500

FILENAME: M6300-21


GW

GW

G

U

I

D

E

P

O

S

T

S

G

U

ID

E

R

A

IL

6

0

0

x 1

2

.2

5

C

S

P

CL

AY

P

AV

ER

S

C

O

N

C

R

E

T

E

P

A

V

E

R

S

D

R

IV

E

W

A

Y

RA

IL

FENCE

RAIL

FENCE

CO

NC

. S

/W

AS

PH

AL

T

DR

IV

EW

AY

CO

NC

. R

/W

P&

W F

EN

CE

AS

PH

AL

T D

RIV

EW

AY

AS

PH

ALT

LA

NE

WA

Y

GABION RETAINING WALL

CONC. SIDEWALK

BRIDGE DECK RAILING

BRIDGE DECK RAILING

P&W FENCE

P&W FENCE

GABION R

ETAININ

G WALL

GA

BIO

N R

ET

AIN

ING

WA

LL

P&

W F

EN

CE

G

A

B

I

O

N

R

E

T

A

I

N

I

N

G

W

A

L

L

P

&

W

F

E

N

C

E

CLA

Y P

AV

ER

S

4+900

5+000

5

+

1

0

0

BC

=

5+

074.59

6

8

2

5

Ø

S

T

O

R

M

STORM

C

O

N

C

R

E

TE

P

A

V

E

R

S

600Ø

S

T

M

350Ø

3

0

0

Ø

S

T

M

3

0

0

Ø

300Ø

300Ø

ST

A A

HE

AD

: 5+

008.835

ST

A B

AC

K: 5+

009.319

GR

AS

S

DR

IV

EW

AY

REVISIONS

SERVICE DATA

DATE

DETAILS INIT.


SAN SEWERS

STORM SEWERS

WATERMAINS

GAS MAINS

BELL U/G CABLE

HYDRO U/G CABLE

TRANSIT

PARKS & REC.

HYDRO ONE

CTV

ONT. CLEAN WATER

Z-8

5+140

210

208

206

204

202

ROAD CHAINAGE4+8804+900 4+920 4+940

4+9604+980

5+0005+020 5+040 5+060 5+080 5+100 5+120 01-D

COMMUNIC. CABLES

STA. 4+860 TO STA. 5+160

09-6300

PROFILE CONTROL

EX. ROAD ELEV.

Plan No.

Project No.

Sheet

Drawn by

AreaCAD Area

Checked by

Date


Chkd.

1Om0 10

20

0 12

3m

VERTICAL SCALE

1m

30m

HORIZONTAL SCALE

BELL CANADA


HYDRO ONE NETWORKS


HYDRO ONE BRAMPTON








BELL CANADA

ENERSOURCE TELECOM

HYDRO ONE TELECOM

ROGERS CABLE

ALLSTREAM






KEY PLAN (N.T.S.)



MA

TC

HLIN

E S

TA

. 4+

860

SE

E S

HE

ET

02

4+860

200

210

208

206

204

202

200

STRICTLY

DANCE

No. 16

HOUSE

No. 12

No. 14

HOUSE

No. 18

HOUSE

No. 20

R

=

9

0

1.5m CONCRETE

SIDEWALK

ASPHALT DRIVEWAY

WIDTH TO MATCH

EXISTING

ASPHALT

DRIVEWAY

WIDTH TO MATCH

EXISTING

RESET CONCRETE

PAVERS WIDTH TO

MATCH EXISTING

RESET CLAY

PAVERS

GRAVEL

ENTRANCE

C TOP OF PAVEMENT

SUBGRADE

ORIGINAL GROUND

C

BRIDGE

STA. 5+033.136

SBEAT - WOOD POSTS

150Ø SUBDRAIN

No.10184

K = 140

A.D. = -0.800

PVI ELEV = 203.031

PVI STA = 4+865

EV

C

K = 18

A.D. = 3.550

PVI ELEV = 201.659

PVI STA = 4+970

BV

C

EV

C

EX

IST

ING

WA

TE

RM

AIN

EX

IST

ING

ST

OR

M S

EW

ER

E

X

IS

T

IN

G

S

T

O

R

M

S

E

W

E

R

5

:

1

FULL WIDTH/DEPTH EXCAVATION FULL WIDTH/PARTIAL DEPTH EXCAVATION

(FULL DEPTH EXCAVATION ON WIDENING ONLY)

BRIDGE DECK

SBEAT - WOOD POSTS

CURB TRANSITION TAPER

(FROM OPSD 600.040 TO

OPSD 600.010)

**

N INV. 199.743 (EX)

S INV. 199.783 (EX)

E INV. 200.580

-1.306%

2

.2

5

6

%

ST

A. B

AC

K 5

+0

09

.3

19

ST

A. A

HE

AD

5

+0

08

.8

35


STA. 5+009.319


STA. 5+009.319

NEW CONSTRUCTION

WINSTON CHURCHILL

(PHASE 1)


CREDIT RIVER

2.25m

1.0 ASPHALT

BOULEVARD


(REG. RD. 19)

G

U

E

L

P

H

S

T

R

E

E

T

(

H

W

Y

7

)

10 S

ID

ER

O

AD

OLD PINE DRIVE

NORVAL

B

O

V

A

I

R

D

D

R

I

V

E

W

.


(REG. RD. 19)

08/11/2015

06-4015

XXXXX-D03 of

K.J.G.G.J.K.

B-37, B-19 B-25, B-34

SBEAT

L

L

DROP CURB

LEGEND:


GU

EL

PH

S

TR

EE

T

(H

IG

HW

AY

7

)

ADAMSON

SPA & SALON

No. 2

THE CARPET

PALACE

No. 3

NORVAL

CONVENIENCE

STA. 4+695.710 ADAMSON ST. N. & S./WINSTON CHURCHILL BLVD.

STA. 9+000 GUELPH ST./HIGHWAY 7


℄ CONSTRUCTION

Z-8

01-D

09-6300

KEY PLAN (N.T.S.)

ADAMSON/HWY 7 INTERSECTION PLAN

WINSTON CHURCHILL

(PHASE 1)


GW

GW

GW

GW

5.5

4.6

4.6

2

.

0

%

1.5m CONCRETE SIDEWALK

1.7

0

3.6

3.6

1.8

1.8

3.6


2

.

0

%

2

.

0

%

TACTILE WALKING SURFACE

WARNING PLATE (TYP.)

STD. 5-2-16A AND

5-2-16B

DROPPED CURB AND FLARED

SIDE OF RAMP

STD. 5-2-16A




2

.

0

%

DA CHEF'S PADELLA

RESTAURANT

No. 525

INTEGRATIVE

WELLNESS & DETOX

CENTRE

No. 523

1

.

2

5

(

T

Y

P

.

)

3.0

(T

YP

.)

2

.

0

(

M

I

N

.

)

(

T

Y

P

.

)

R

=

7

R

=

7

R

=

8

R

=

8

1

0

.0

%

(

M

A

X

.)

(

T

Y

P

.)

PHONE

BOOTH

TRAFFIC

CONTROLLER

AND CABINET

CONCRETE CURB AND GUTTER

OPSD 600.040 (TYP.)

LEGEND:

SIDEWALK RAMP AND FLARED SIDE TRANSITION

CURB DROP TRANSITION

CURB DROP

TACTILE WALKING SURFACE

2

.

0

%

PROPOSED SIDEWALK GRADE (WHERE SHOWN)

PROPOSED CURB FLOW DIRECTION

PROPOSED ELEVATION (WHERE SHOWN)

PROPOSED TRAFFIC SIGNAL POLE AND BASE

(

H

/

P

T

)

(

H

/

P

T

)

(

H

/

P

T

)

(

H

/

P

T

)

(

L

/

P

T

)

(

L

/

P

T

)

(

L

/

P

T

)

EXISTING PEDESTRIAN RAMP

TO BE REMOVED EAST SIDE

OF DOORWAY

KEY PLAN (N.T.S.)

08/11/2015

06-4015

XXXXX-D14 of

K.J.G.G.J.K.

B-37, B-19 B-25, B-34

Plan No.

Project No.

Sheet

Drawn by

AreaCAD Area

Checked by

Date

SAN SEWERS

STORM SEWERS

WATERMAINS

TRANSIT

PARKS & REC.

ONT. CLEAN WATER

GAS MAINS

BELL U/G CABLE

HYDRO U/G CABLE

HYDRO ONE

CTV

COMMUNIC. CABLES

SERVICE DATA

SERVICE DATEINIT.

SERVICE

DATE DETAILS

REVISIONS

DATEINIT.

INIT.

DEC 10, 2015 ISSUED FOR REVIEW H.W.

BELL CANADA


HYDRO ONE NETWORKS


HYDRO ONE BRAMPTON







BELL CANADA

ENERSOURCE TELECOM

HYDRO ONE TELECOM

ROGERS CABLE

ALLSTREAM




2m0 2

4 6m

HORIZONTAL SCALE


Chkd.




PEDESTRIAN CROSSING LADDER

MARKERS ON DECORATIVE STREET

PRINT CROSSWALK (TYP.)

1.0

0

1.0

0


(REG. RD. 19)

G

U

E

L

P

H

S

T

R

E

E

T

(

H

W

Y

7

)

10 S

ID

ER

O

AD

OLD PINE DRIVE

NORVAL

B

O

V

A

I

R

D

D

R

I

V

E

W

.


(REG. RD. 19)

winston churchill boulevard - norval design drawings...01 of xxxxx-d g.j.k. k.j.g. b-37, b-19 b-25,...

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