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
.
WINSTON CHURCHILL BLVD.
(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
ADAMSON STREET S. (REG. RD. 19)
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.
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+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
Approved byDesigned by
Chkd.
1Om0 10
20
0 12
3m
VERTICAL SCALE
1m
30m
HORIZONTAL SCALE
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
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./
WINSTON CHURCHILL BLVD.
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
1.6m COLOUR IMPREGNATED
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
1.0m COLOUR IMPREGNATED
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)
10 SIDEROAD TO NORTH OF NOBLE STREET
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
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
.
WINSTON CHURCHILL BLVD.
(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)
10 SIDEROAD TO NORTH OF NOBLE STREET
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
ADAMSON STREET N. (REG. RD. 19)
GW
GW
G
U
I
D
E
P
O
S
T
S
G
U
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R
A
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6
0
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x 1
2
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5
C
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P
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P
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FENCE
RAIL
FENCE
CO
NC
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AS
PH
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IV
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CO
NC
. R
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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
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WA
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P&
W F
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W
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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.
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
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
Approved byDesigned by
Chkd.
1Om0 10
20
0 12
3m
VERTICAL SCALE
1m
30m
HORIZONTAL SCALE
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+
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
LIMIT OF CONSTRUCTION
STA. 5+009.319
LIMIT OF CONSTRUCTION
STA. 5+009.319
NEW CONSTRUCTION
WINSTON CHURCHILL
(PHASE 1)
10 SIDEROAD TO NORTH OF NOBLE STREET
CREDIT RIVER
2.25m
1.0 ASPHALT
BOULEVARD
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
.
WINSTON CHURCHILL BLVD.
(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:
ADAMSON STREET S. (REG. RD. 19)
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
ADAMSON STREET N. (REG. RD. 19)
℄ CONSTRUCTION
Z-8
01-D
09-6300
KEY PLAN (N.T.S.)
ADAMSON/HWY 7 INTERSECTION PLAN
WINSTON CHURCHILL
(PHASE 1)
10 SIDEROAD TO NORTH OF NOBLE STREET
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
1.5m CONCRETE SIDEWALK
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
1.5m CONCRETE SIDEWALK
1.5m CONCRETE SIDEWALK
1.8m CONCRETE SIDEWALK
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
ONTARIO MINISTRY OF TRANSPORTATION
HYDRO ONE NETWORKS
ENERSOURCE, HYDRO MISSISSAUGA
HYDRO ONE BRAMPTON
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)
ENBRIDGE INCORPORATED-GAS DISTRIBUTION
2m0 2
4 6m
HORIZONTAL SCALE
Approved byDesigned by
Chkd.
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.
PEDESTRIAN CROSSING LADDER
MARKERS ON DECORATIVE STREET
PRINT CROSSWALK (TYP.)
1.0
0
1.0
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
.
WINSTON CHURCHILL BLVD.
(REG. RD. 19)