march rd. w c€¦ · dicipline engineer: drawn by: checked by: key plan 0m horizontal vertical 10...
TRANSCRIPT
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
91.7
0 Sta
10+
338.9
4
91.8
0 Sta
10+
338.8
9
WM
406
EX. 450mm STM.
Watts Creek
March Rd.
On Ramp
HWY 417
10+1
00
17+000
10+000
10+200
10+300
10+400
10+500
16+900
17+100
MHST60784
91.7
0 Sta
10+
338.9
4
91.8
0 Sta
10+
338.8
9
WM
406
3.50
3.75
3.503.75
3.50
4.00
4.00
3.50
3.75
3.50
3.50
3.75
4.00
4.00
91.7
0 Sta
10+
338.9
4
91.8
0 Sta
10+
338.8
9
WM
406
EX. 450mm STM.
10+100
KEY PLAN
10+000 10+200 10+300 10+400 10+500
01
101 101
83
81
83
81
TO3065TOD-2.0-001.DGN
99
97
95
93
91
89
87
85 85
87
89
91
93
95
97
99
MA
TC
H LIN
E - S
TA. 1
0+500
SE
E D
RA
WIN
G N
O. 0
2
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
1:0
0 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
01.D
gn
L
L
BV
C =
10+017.9
94
Ele
v =
90.7
00
EV
C =
10+097.1
95
Ele
v =
89.2
74
BV
C =
10+133.8
74
Ele
v =
87.9
54
EV
C =
10+275.3
25
Ele
v =
87.7
42
BV
C =
10+328.4
59
Ele
v =
89.4
95
EV
C =
10+397.4
59
Ele
v =
90.7
37
-3.60% 3.30%
0.30%
Ground
Original
Control
Profile
e = -0.356m
K = 22.00
L = 79.201m
Elev =90.700
PVI =10+057.595
e = 1.220m
K = 20.50
L = 141.451m
Elev =85.408
PVI =10+204.600
e = -0.259m
K = 23.00
L = 69.000m
Elev =90.634
PVI =10+362.959
C Teron
C
EX. 675mm STM.
EX. 1067mm WM.
EX. 406mm WM.
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
1+4401+4001+3601+320
BE
LL A
ND C
AB
LE T
V
2-9
0m
m DIR
EC
T B
URIE
D
EX. 300mm STM. EX. 450mm STM. EX. 525mm STM. EX. 600mm STM.MHST60784 MHST60776 MHST60775
OU
T14950
MH
ST60783
MHST60765 MHST60763EX. 450mm STM.
EX. 4
50
mm S
TM.
BE
LL A
ND C
AB
LE T
V
2-9
0m
m DIR
EC
T B
URIE
D
MHST60784 MHST60776 MHST60775 MHST60687
OU
T14950
MH
ST60783
MHST60765 MHST60763
Corksto
wn R
d
March Rd.
Penfield Dr.
Cr.
Bantin
g
Penfield Dr.
March Rd.
10+500
10+600
10+700
10+800
10+900
11+000
3.50
3.75
3.50
3.50
3.75
4.00
4.00
3.50
3.75
3.50
3.75
3.50
4.00
4.00
5.00
5.00
3.50
3.75
3.50
3.75
3.50
4.00
4.00
5.00
5.00
55m TRANSIT PLATFORM
55m TRANSIT PLATFORM
1+4401+4001+3601+320
BE
LL A
ND C
AB
LE T
V
2-9
0m
m DIR
EC
T B
URIE
D
MHST60784 MHST60776 MHST60775
OU
T14950
MH
ST60783
MHST60765 MHST60763
10+650
KEY PLAN
10+550 10+750 10+850 10+950 11+050
02
101 101
83
81
83
81
MA
TC
H LIN
E - S
TA. 11+050
TO3065TOD-2.0-002.DGN
99
97
95
93
91
89
87
85 85
87
89
91
93
95
97
99
MA
TC
H LIN
E - S
TA. 10+500
SE
E D
RA
WIN
G N
O. 01
SE
E D
RA
WIN
G N
O. 03
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
1:1
3 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
02.D
gn
LC Corkstown
BV
C =
10+625.9
80
Ele
v =
91.4
23
EV
C =
10+670.8
00
Ele
v =
91.3
56
PVI =10+848.750
Elev =90.295
0.30%-0.60%
-0.65%
Ground
Original
Control
Profile
e = -0.050m
K = 50.00
L = 44.820m
Elev =91.490
PVI =10+648.390
EX. 450mm STM.
EX. 300mm STM.
EX. 450mm STM.
EX. 525mm STM.
EX. 600mm STM.
DIRECT BURIED CABLE TV DIRECT BURIED BELL
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
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RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
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COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
86.3
4
Sta11+
192.0
6
Off15.8
7m
EX. 600
mm S
AN.
EX. 900
mm S
AN.
EX. 600mm SAN.
EX. 600mm SAN.
EX. 600mm SAN.
EX. 600mm STM.
EX. 600mm STM.
EX. 675mm STM.
EX. 6
75
mm S
TM.
EX. 305
mm W
M.
EX. 45
0mm STM.
EX. 525
mm S
TM.
MHST60687
MH
SA00910
MH
SA00909
MH
SA00908
MH
SA00907
MHSA01037
MHST606
80
MHST606
78
MHST60684
MHST60683
MHST60681EX. 375
mm STM.
EX. 900
mm S
AN.
88.6
5
Sta
11+125.8
1 Off8.8
6m
88.6
5
Sta
11+125.8
1 Off8.8
2m
88.6
4
Sta
11+129.8
1 Off7.0
8m
87.9
7
Sta
11+244.6
5 Off5.3
6m
87.5
9
Sta
11+321.3
9 Off1
7.4
0m
86.6
5
Sta
11+400.7
2 Off6
4.5
2m
88.3
9
Sta
11+126.5
1 Off1
7.9
8m
88.2
3
Sta
11+126.0
6 Off7
5.0
4m
87.0
3
Sta
11+125.2
3 Off5
1.1
1m
86.3
4
Sta11+
192.0
6
Off15.8
7m
EX. 600
mm S
AN.
EX. 900
mm S
AN.
EX. 600mm SAN.
EX. 600mm SAN.
EX. 600mm SAN.
EX. 305
mm W
M.
MHST60687
MH
SA00910
MH
SA00909
MH
SA00908
MH
SA00907
MHSA01037
MHST606
80
MHST606
78
MHST6
0551
MHST60684
MHST60683
MHST60681
EX. 900
mm S
AN.
88.6
5
Sta
11+125.8
1 Off8.8
6m
88.6
5
Sta
11+125.8
1 Off8.8
2m
88.6
4
Sta
11+129.8
1 Off7.0
8m
87.9
7
Sta
11+244.6
5 Off5.3
6m
87.5
9
Sta
11+321.3
9 Off1
7.4
0m
86.6
5
Sta
11+400.7
2 Off6
4.5
2m
88.3
9
Sta
11+126.5
1 Off1
7.9
8m
88.2
3
Sta
11+126.0
6 Off7
5.0
4m
87.0
3
Sta
11+125.2
3 Off5
1.1
1m
Penfield Dr.
Penfield Dr.
Herzberg Rd.
March Rd. March Rd.
11+100
11+200
11+300
11+400
11+500
3.503.75
3.503.50
3.75
4.004.00
3.50
3.75
4.00
4.00
3.75
3.50
5.00
5.00
5.00
5.00
55m TRANSIT
PLATFORM
55m TRANSIT PLATFORM
3.50
3.75
3.50
4.00
4.00
3.75
3.50
3.75
3.50
4.00
4.00
5.00
3.50
3.75
3.50
3.753.75
4.00
86.3
4
Sta11+
192.0
6
Off15.8
7m
EX. 600
mm S
AN.
EX. 900
mm S
AN.
EX. 600mm SAN.
EX. 600mm SAN.
EX. 600mm SAN.
EX. 305
mm W
M.
MHST60687
MH
SA00910
MH
SA00909
MH
SA00908
MH
SA00907
MHSA01037
MHST606
80
MHST606
78
MHST60684
MHST60683
MHST60681
EX. 900
mm S
AN.
88.6
5
Sta
11+125.8
1 Off8.8
6m
88.6
5
Sta
11+125.8
1 Off8.8
2m
88.6
4
Sta
11+129.8
1 Off7.0
8m
87.9
7
Sta
11+244.6
5 Off5.3
6m
87.5
9
Sta
11+321.3
9 Off1
7.4
0m
86.6
5
Sta
11+400.7
2 Off6
4.5
2m
88.3
9
Sta
11+126.5
1 Off1
7.9
8m
88.2
3
Sta
11+126.0
6 Off7
5.0
4m
87.0
3
Sta
11+125.2
3 Off5
1.1
1m
11+150
KEY PLAN
11+050 11+250 11+350 11+450 11+550
03
83
81
83
81
MA
TC
H LIN
E - S
TA. 11+050
TO3065TOD-2.0-003.DGN
97
95
93
91
89
87
85 85
87
89
91
93
95
97
79
77
79
77
MATC
H LIN
E - S
TA. 1
1+550
SEE D
RA
WIN
G N
O. 0
4
SE
E D
RA
WIN
G N
O. 02
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
1:2
7 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
03.D
gn
LC Hersberg
PVI =11+377.500
Elev =86.858-0.65%
-0.60%
Ground
Original
Control
Profile
EX. 600mm STM.
EX. 675mm STM.
EX. 600mm SAN.
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
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RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
EX. C
UL
VE
RT
EX. 525mm STM. EX. 525mm STM. EX. 450mm STM. EX. 375mm STM. EX. 375mm STM.MHST60551 MHST60523MHST60524MHST60525OUT14890OUT14890MHST49324
EX. C
UL
VE
RT
MHST60678 MHST60551 MHST60523MHST60524MHST60525OUT14890OUT14890MHST49324
March Rd. March Rd.
Banting Way
11+600
11+700
11+800
11+900
12+000
12+100
3.50
3.75
4.00
4.00
3.75
3.50
3.50
3.75
4.00
4.00
3.75
3.50
5.00
5.005.00
5.00
EX. C
UL
VE
RT
MHST60551 MHST60523MHST60524MHST60525OUT14890OUT14890MHST49324
11+650
KEY PLAN
11+550 11+750 11+850 11+950 12+050
04
83
81
83
81
MA
TC
H LIN
E - S
TA. 12+100
MA
TC
H LIN
E - S
TA. 11+550
TO3065TOD-2.0-004.DGN
97
95
93
91
89
87
85 85
87
89
91
93
95
97
79
77
79
77
SE
E D
RA
WIN
G N
O. 03
SE
E D
RA
WIN
G N
O. 05
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
1:3
8 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
04.D
gn
BV
C =
11+603.3
73
Ele
v =
85.5
11
EV
C =
11+715.7
11
Ele
v =
86.2
43 B
VC =
11+857.5
83
Ele
v =
88.9
39
EV
C =
12+069.7
76
Ele
v =
90.3
22
1.90%
-0.60%
-0.60%Ground
Original
Control
Profile
e = 0.351m
K = 45.00
L = 112.338m
Elev =85.176
PVI =11+659.542
e = -0.662m
K = 85.00
L = 212.193m
Elev =90.955
PVI =11+963.679
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
86.5
0
Sta12
+379.8
2
Off7.1
0m
87.7
1
Sta12
+213.8
0
Off21.4
7m
90.0
0
Sta12
+128.6
3
Off68.6
3m
EX. 450mm S
TM.
EX. 450mm S
TM.
EX. 600mm STM. EX. 600mm STM.
EX. 600mm STM.
EX. 600mm STM.
EX. 406mm WM.
EX. 406mm WM.
EX. 4
06
mm W
M.
EX. 406mm WM.
EX. 305mm WM.
MHST49323
MHST49322
MHST49325
MHST49326
MHST49327MHSA57671
MHSA57670
MHSA12613
MHSA12614
MHSA12615
MHSA12616
MHSA12617
MHSA12592
EX. 250mm SAN.
EX. 250mm SAN.
EX. 300mm SAN.
EX. 300mm SAN.
EX. 3
00
mm S
AN.
FP
FP
GINGRAS
89.2
P/A PAVED
P/A PAVED
P/A PAVED
P/A PAVED
P/A PAVED
P/A PAVED
P/A PAVED
P/A PAVED
P/A PAVED
84.9
1
Sta12
+488.0
1
Off5.4
9m
86.5
0
Sta12
+379.8
2
Off7.1
0m
87.7
1
Sta12
+213.8
0
Off21.4
7m
90.0
0
Sta12
+128.6
3
Off68.6
3m
EX. 406mm WM.
EX. 406mm WM.
EX. 406mm WM.
EX. 4
06
mm W
M.
EX. 406mm WM.
EX. 203
mm W
M.
EX. 305mm WM.
MHST49324
MHST49323
MHST49322
MHST49325
MHST49326
MHST49327
MHST49329
MHSA57671
MHSA57670
MHSA12613
MHSA12614
MHSA12615
MHSA12616
MHSA12617
MHSA12594
MHSA12592
MHSA12595
MHSA43735MHSA43736
EX. 250m
m S
AN.
EX. 300mm SAN.
EX. 250mm SAN.
EX. 250mm SAN.
EX. 300mm SAN.
EX. 300mm SAN.
EX. 3
00
mm S
AN.
EX. 300
mm S
AN.
Teron Rd.
Richardson Side R
d.
Steacie D
r.
Steacie D
r.
March Rd.
March Rd.
12+100
12+200
12+300 1
2+400
12+500
12+600
3.503.75
4.004.00
3.753.50 3.75
3.50
4.00
4.00
3.753.50
3.50
5.00
5.00
3.503.75
4.004.00
3.753.50
3.50
55m TRANSIT PLATFORM 55m TRANSIT PLATFORM
3.753.50
3.50
3.50
4.00
4.00
3.503.75
3.7
5
3.7
5
3.7
5
3.7
5
3.7
5
3.5
0
3.5
0
3.7
5
3.7
5
3.7
5
86.5
0
Sta12
+379.8
2
Off7.1
0m
87.7
1
Sta12
+213.8
0
Off21.4
7m
90.0
0
Sta12
+128.6
3
Off68.6
3m
EX. 406mm WM.
EX. 406mm WM.
EX. 4
06
mm W
M.
EX. 406mm WM.
EX. 305mm WM.
MHST49323
MHST49322
MHST49325
MHST49326
MHST49327MHSA57671
MHSA57670
MHSA12613
MHSA12614
MHSA12615
MHSA12616
MHSA12617
MHSA12592
EX. 250mm SAN.
EX. 250mm SAN.
EX. 300mm SAN.
EX. 300mm SAN.
EX. 3
00
mm S
AN.
12+200
KEY PLAN
12+100 12+300 12+400 12+500 12+600
05
83
81
83
81
MATC
H LIN
E - S
TA. 12+650
TO3065TOD-2.0-005.DGN
97
95
93
91
89
87
85 85
87
89
91
93
95
97
79
77
79
77
MA
TC
H LIN
E - S
TA. 1
2+100
SE
E D
RA
WIN
G N
O. 0
4
SEE D
RA
WIN
G N
O. 06
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
1:5
4 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
05.D
gn
LC Richardson N/Bound
LC Richardson S/Bound
BV
C =
12+366.4
35
Ele
v =
88.5
53
EV
C =
12+592.3
38
Ele
v =
86.1
85
-0.60%
-1.50%
Ground
Original
Control
Profile
e = -0.255m
K = 250.00
L = 225.902m
Elev =87.879
PVI =12+479.387
300mm SAN. 250mm SAN.
250mm SAN.
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
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FIELD
CA
RLIN
G
BA
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LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
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TIFFANY
SH
ER
K
CATTERICK
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SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
83.4
2
Sta12
+829.2
4
Off5.6
6m
84.4
1
Sta12
+512.7
4
Off5.2
2m
84.9
1
Sta12
+488.0
1
Off5.4
9m
EX. 750
mm S
AN.
EX. 750
mm S
AN.
EX. 600mm STM. EX. 900mm STM. EX. 900mm STM. EX. 1050mm STM. EX. 1050mm STM.
EX. 1050mm STM.
EX. 1050mm STM.EX. 1050mm STM.
EX. 610mm WM.
EX. 406
mm W
M.
EX. 610mm WM.EX. 406mm WM.
EX. 203
mm W
M.
MHST49329 MHST49330MHST49340
MHST49339
MH
SA00807
MH
SA00806
MH
SA00808
MHST49338MHST49337
MHST49335
MHSA12594
MHSA12592
MHSA12595
MHSA43735MHSA43736
MHSA43737MHSA52348 MHSA12506 MHSA12694EX. 450mm SAN.
EX. 450mm SAN.EX. 450mm SAN.EX. 450mm SAN.
EX. 300mm SAN.
EX. 250mm SAN.
EX. 300mm SAN.
EX. 300
mm S
AN.
83.8
4 Sta
12+
900.0
2
82.6
9 Sta
13+
027.8
8
83.4
2 Sta
13+
026.1
8
82.3
6 Sta
13+
023.1
6
83.3
4 Sta
13+
039.7
7
83.3
2 Sta
13+
060.0
1
83.2
1 Sta
13+
080.0
1
83.1
3 Sta
13+
100.0
1
83.0
1 Sta
13+
120.0
1
82.9
0 Sta
13+
140.0
1
82.8
1 Sta
13+
160.0
1
82.7
3 Sta
13+
180.0
2
82.6
3 Sta
13+
200.0
2
82.5
2 Sta
13+
220.0
2
83.4
6 Sta
13+
000.1
2
83.6
8 Sta
12+
979.9
3
83.7
9 Sta
12+
959.9
4
83.8
7 Sta
12+
939.9
4
83.8
7 Sta
12+
919.9
7
83.8
4 Sta
12+
900.0
2
83.7
1 Sta
12+
880.0
4
83.6
8 Sta
12+
860.0
4
83.4
2
Sta12
+829.2
4
Off5.6
6m
84.4
1
Sta12
+512.7
4
Off5.2
2m
84.9
1
Sta12
+488.0
1
Off5.4
9m
EX. 750
mm S
AN.
EX. 750
mm S
AN.
EX. 610mm WM.
EX. 406
mm W
M.
EX. 610mm WM.
EX. 406mm WM.EX. 406mm WM.
EX. 203
mm W
M.
MHST49327 MHST49329 MHST49330 MHST49341MHST49340
MHST49339
MH
SA00807
MH
SA00806
MH
SA00808
MHST49338MHST49337
MHST49335
MHSA12617MHSA12594
MHSA12592
MHSA12595
MHSA43735MHSA43736
MHSA43737MHSA52348 MHSA12506 MHSA12694EX. 450mm SAN.
EX. 450mm SAN.EX. 450mm SAN.EX. 450mm SAN.
EX. 300mm SAN.
EX. 250mm SAN.
EX. 300mm SAN.
EX. 250mm SAN.
EX. 300
mm S
AN.
83.8
4 Sta
12+
900.0
2
82.6
9 Sta
13+
027.8
8
83.4
2 Sta
13+
026.1
8
82.3
6 Sta
13+
023.1
6
83.3
4 Sta
13+
039.7
7
83.3
2 Sta
13+
060.0
1
83.2
1 Sta
13+
080.0
1
83.1
3 Sta
13+
100.0
1
83.0
1 Sta
13+
120.0
1
82.9
0 Sta
13+
140.0
1
82.8
1 Sta
13+
160.0
1
82.7
3 Sta
13+
180.0
2
82.6
3 Sta
13+
200.0
2
82.5
2 Sta
13+
220.0
2
83.4
6 Sta
13+
000.1
2
83.6
8 Sta
12+
979.9
3
83.7
9 Sta
12+
959.9
4
83.8
7 Sta
12+
939.9
4
83.8
7 Sta
12+
919.9
7
83.8
4 Sta
12+
900.0
2
83.7
1 Sta
12+
880.0
4
83.6
8 Sta
12+
860.0
4
Station R
d.
March Rd. March Rd.
12+700
12+800
12+900
13+000
13+100
13+200
3.50
3.75
4.00
4.00
3.75
3.50
3.50
3.75
4.00
4.00
3.50
3.75
3.50
3.50
3.50 5.00
55m TRANSIT PLATFORM
55m TRANSIT PLATFORM
3.50
3.75
4.00
4.00
3.50
3.50
3.75
3.50
3.50
3.50
3.75
4.00
4.00
3.75
3.50
3.50
3.50
3.75
4.00
4.00
3.75
3.50
3.50
5.00
5.00
5.00
3.75
3.7
53.5
03.5
03.5
03.5
0
3.5
0
3.7
5
3.5
0
3.7
5
83.4
2
Sta12
+829.2
4
Off5.6
6m
84.4
1
Sta12
+512.7
4
Off5.2
2m
84.9
1
Sta12
+488.0
1
Off5.4
9m
EX. 750
mm S
AN.
EX. 750
mm S
AN.
EX. 610mm WM.
EX. 406
mm W
M.
EX. 610mm WM.EX. 406mm WM.
EX. 203
mm W
M.
MHST49329 MHST49330MHST49340
MHST49339
MH
SA00807
MH
SA00806
MH
SA00808
MHST49338MHST49337
MHST49335
MHSA12594
MHSA12592
MHSA12595
MHSA43735MHSA43736
MHSA43737MHSA52348 MHSA12506 MHSA12694EX. 450mm SAN.
EX. 450mm SAN.EX. 450mm SAN.EX. 450mm SAN.
EX. 300mm SAN.
EX. 250mm SAN.
EX. 300mm SAN.
EX. 300
mm S
AN.
83.8
4 Sta
12+
900.0
2
82.6
9 Sta
13+
027.8
8
83.4
2 Sta
13+
026.1
8
82.3
6 Sta
13+
023.1
6
83.3
4 Sta
13+
039.7
7
83.3
2 Sta
13+
060.0
1
83.2
1 Sta
13+
080.0
1
83.1
3 Sta
13+
100.0
1
83.0
1 Sta
13+
120.0
1
82.9
0 Sta
13+
140.0
1
82.8
1 Sta
13+
160.0
1
82.7
3 Sta
13+
180.0
2
82.6
3 Sta
13+
200.0
2
82.5
2 Sta
13+
220.0
2
83.4
6 Sta
13+
000.1
2
83.6
8 Sta
12+
979.9
3
83.7
9 Sta
12+
959.9
4
83.8
7 Sta
12+
939.9
4
83.8
7 Sta
12+
919.9
7
83.8
4 Sta
12+
900.0
2
83.7
1 Sta
12+
880.0
4
83.6
8 Sta
12+
860.0
4
12+750
KEY PLAN
12+650 12+850 12+950 13+050 13+150
06
83
81
83
81
MA
TC
H LIN
E - S
TA. 13+250
MA
TC
H LIN
E - S
TA. 12+650
TO3065TOD-2.0-006.DGN
91
89
87
85 85
87
89
91
79
77
79
77
13+250
7575 73
SE
E D
RA
WIN
G N
O. 05
SE
E D
RA
WIN
G N
O. 07
9393
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
2:0
7 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
06.D
gn
LC Station Rd./Carling Ave.LC Railway Tracks
BV
C =
12+694.3
82
Ele
v =
84.6
54
EV
C =
12+778.3
82
Ele
v =
83.8
98
PVI =13+143.934
Elev =82.801
-0.30%
-0.50%
-1.50% Ground
Original
Control
Profile
e = 0.126m
K = 70.00
L = 84.000m
Elev =84.024
PVI =12+736.382
EX. 406mm WM.
EX. 750mm SAN.
300mm SAN.
450mm SAN.
450mm SAN.
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
80.9
0
Sta
13+
452.3
0 Off1.8
3m
80.9
2
Sta
13+
474.0
3 Off1.9
4m
81.8
6
Sta13
+148.7
8
Off5.6
4m
80.6
5
Sta13
+449.1
9
Off22.9
6m
EX. 750
mm S
AN.
9+980 9+960 9+940 9+920 9+900 9+880 9+860
EX. C
ULV
ER
T
EX. C
UL
VE
RT
10+000
EX. 1050mm STM.EX. 450mm STM.
EX. 450mm STM. EX. 600mm STM.
EX. 610mm WM.EX. 610mm WM.
EX. 406
mm W
M.
OUT11608
OUT11607 MHST49319
MHST49318
MHST49341
MHST49317
MH
SA01127
MH
SA01126
MH
SA01125
OUT11606OUT11605
EX. 450mm STM.
80.6
5 Sta
13+
649.3
3
80.9
0 Sta
13+
649.2
3
80.9
2 Sta
13+
670.9
6
79.3
7 Sta
13+
649.8
8
81.0
5 Sta
13+
640.0
1
81.1
6 Sta
13+
620.0
1
81.2
7 Sta
13+
600.0
1
81.2
5 Sta
13+
580.0
2
81.1
9 Sta
13+
560.0
2
81.0
9 Sta
13+
540.0
2
81.0
6 Sta
13+
520.0
3
81.0
5 Sta
13+
500.0
2
81.1
2 Sta
13+
480.0
3
81.2
2 Sta
13+
460.0
4
80.0
1 Sta
13+
638.9
9
79.8
3 Sta
13+
639.4
1
80.3
5 Sta
13+
623.3
4
80.5
8 Sta
13+
599.9
9
80.6
9 Sta
13+
579.9
9
80.6
2 Sta
13+
559.9
9
80.5
0 Sta
13+
539.9
9
80.4
5 Sta
13+
519.9
9
80.5
1 Sta
13+
499.9
9
80.5
8 Sta
13+
479.9
9
80.5
6 Sta
13+
460.0
3
80.9
6 Sta
13+
439.9
9
80.9
7 Sta
13+
438.7
7
80.7
1 Sta
13+
433.0
2
80.0
9 Sta
13+
432.8
8
WM610
WM152
80.9
0
Sta
13+
452.3
0 Off1.8
3m
80.9
2
Sta
13+
474.0
3 Off1.9
4m
81.8
6
Sta13
+148.7
8
Off5.6
4m
80.6
5
Sta13
+449.1
9
Off22.9
6m
EX. 750
mm S
AN.
9+980 9+960 9+940 9+920 9+900 9+880 9+8609+840
9+820
EX. C
ULV
ER
T
EX. C
UL
VE
RT
10+000
EX. 610mm WM.EX. 610mm WM.
EX. 406
mm W
M.
OUT11608
OUT11607 MHST49319
MHST49318
MHST49341
MHST49317
MH
SA01127
MH
SA01126
MH
SA01125
MHST46025 MHST46026
MHST460
27
OUT11606OUT11605
82.6
3 Sta
13+
200.0
2
82.5
2 Sta
13+
220.0
2
80.6
5 Sta
13+
649.3
3
80.9
0 Sta
13+
649.2
3
80.9
2 Sta
13+
670.9
6
79.3
7 Sta
13+
649.8
8
81.0
5 Sta
13+
640.0
1
81.1
6 Sta
13+
620.0
1
81.2
7 Sta
13+
600.0
1
81.2
5 Sta
13+
580.0
2
81.1
9 Sta
13+
560.0
2
81.0
9 Sta
13+
540.0
2
81.0
6 Sta
13+
520.0
3
81.0
5 Sta
13+
500.0
2
81.1
2 Sta
13+
480.0
3
81.2
2 Sta
13+
460.0
4
80.0
1 Sta
13+
638.9
9
79.8
3 Sta
13+
639.4
1
80.3
5 Sta
13+
623.3
4
80.5
8 Sta
13+
599.9
9
80.6
9 Sta
13+
579.9
9
80.6
2 Sta
13+
559.9
9
80.5
0 Sta
13+
539.9
9
80.4
5 Sta
13+
519.9
9
80.5
1 Sta
13+
499.9
9
80.5
8 Sta
13+
479.9
9
80.5
6 Sta
13+
460.0
3
80.9
6 Sta
13+
439.9
9
80.9
7 Sta
13+
438.7
7
80.7
1 Sta
13+
433.0
2
80.0
9 Sta
13+
432.8
8
WM610
WM152
Sola
ndt
Rd.
Sola
ndt
Rd.
March Rd. March Rd.13+300
13+400
13+500
13+600
13+700
13+800
3.50
3.75
4.00
4.00
3.50
3.75
4.00
4.00
3.75
3.50
3.5055m TRANSIT PLATFORM
55m TRANSIT PLATFORM 5.00
3.75
3.50
4.00
4.00
3.75
3.50
3.50
5.00
3.503.753.50
5.00
5.00
3.75
3.7
5
3.7
5
3.5
0
3.7
5
3.5
0
3.75
3.5
0
3.7
5
3.7
5
3.5
0
3.5
0
3.7
5
80.9
0
Sta
13+
452.3
0 Off1.8
3m
80.9
2
Sta
13+
474.0
3 Off1.9
4m
81.8
6
Sta13
+148.7
8
Off5.6
4m
80.6
5
Sta13
+449.1
9
Off22.9
6m
EX. 750
mm S
AN.
9+980 9+960 9+940 9+920 9+900 9+880 9+860
EX. C
ULV
ER
T
EX. C
UL
VE
RT
10+000
EX. 610mm WM.EX. 610mm WM.
EX. 406
mm W
M.
OUT11608
OUT11607 MHST49319
MHST49318
MHST49341
MHST49317
MH
SA01127
MH
SA01126
MH
SA01125
OUT11606OUT11605
80.6
5 Sta
13+
649.3
3
80.9
0 Sta
13+
649.2
3
80.9
2 Sta
13+
670.9
6
79.3
7 Sta
13+
649.8
8
81.0
5 Sta
13+
640.0
1
81.1
6 Sta
13+
620.0
1
81.2
7 Sta
13+
600.0
1
81.2
5 Sta
13+
580.0
2
81.1
9 Sta
13+
560.0
2
81.0
9 Sta
13+
540.0
2
81.0
6 Sta
13+
520.0
3
81.0
5 Sta
13+
500.0
2
81.1
2 Sta
13+
480.0
3
81.2
2 Sta
13+
460.0
4
80.0
1 Sta
13+
638.9
9
79.8
3 Sta
13+
639.4
1
80.3
5 Sta
13+
623.3
4
80.5
8 Sta
13+
599.9
9
80.6
9 Sta
13+
579.9
9
80.6
2 Sta
13+
559.9
9
80.5
0 Sta
13+
539.9
9
80.4
5 Sta
13+
519.9
9
80.5
1 Sta
13+
499.9
9
80.5
8 Sta
13+
479.9
9
80.5
6 Sta
13+
460.0
3
80.9
6 Sta
13+
439.9
9
80.9
7 Sta
13+
438.7
7
80.7
1 Sta
13+
433.0
2
80.0
9 Sta
13+
432.8
8
WM610
WM152
13+350
KEY PLAN
13+250 13+450 13+550 13+650 13+750
07
83
81
83
81
MA
TC
H LIN
E - S
TA. 13+250
TO3065TOD-2.0-007.DGN
89
87
85 85
87
89
79
77
79
77
7575
MA
TC
H LIN
E - S
TA. 13+800
SE
E D
RA
WIN
G N
O. 08
SE
E D
RA
WIN
G N
O. 06
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
2:2
2 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
07.D
gn
LC Solandt
BV
C =
13+527.9
08
Ele
v =
80.8
82
EV
C =
13+694.0
20
Ele
v =
80.7
40
BV
C =
13+745.3
82
Ele
v =
80.4
83
-0.50%
0.30% -0.50%
Ele
v =
80.8
02
EV
C =
13+607.9
08
Ele
v =
80.8
20
BV
C =
13+614.0
20
Ground
Original
Control
Profile
e = 0.080m
K = 100.00
L = 80.000m
Elev =80.682
PVI =13+567.908
e = -0.080m
K = 100.00
L = 80.000m
Elev =80.940
PVI =13+654.020
e = 0.138m
K = 100.00
L = 105.000m
Elev =80.221
PVI =13+797.882
EX. 610mm WM.
EX. 750mm SAN.
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
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IRWIN
LA
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MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
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CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
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CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
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E
GA
GN
ON
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HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
9+8409+820 9+800 9+780 9+760 9+740 9+720
9+700 9+680 9+660 9+640 9+620 9+600 9+580 9+560 9+540 9+520 9+500 9+480 9+460 9+440 9+420 9+400 9+380 9+360
EX. 825mm STM. EX. 825mm STM.
EX. 825mm STM. EX. 825mm STM. EX. 750mm STM.MHST46025 MHST46026
MHST460
27
OUT11605
MHST46028 MHST46029 MHST46030MHST46031
EX. 450mm STM.
78.6
P/A PAVE
D
P/A PAVE
D
P/A PAVE
D
P/A PAVE
D
P/A PAVE
D
P/A PAVE
D
P/G
P/A PAVE
D
P/A PAVE
D
P/A PAVE
D
P/A PAVE
D
P/A PAVE
D
P/A PAVE
D
9+900 9+880 9+8609+840
9+820 9+800 9+780 9+760 9+740 9+7209+700 9+680 9+660 9+640 9+620 9+600 9+580 9+560 9+540 9+520 9+500 9+480 9+460 9+440 9+420 9+400 9+380 9+360 9+340 9+320
EX. C
UL
VE
RT
MHST46025 MHST46026
MHST460
27
OUT11606OUT11605
MHST46028 MHST46029 MHST46030MHST46031
March Rd.
13+800
13+900
14+000
14+100
14+200
14+300
3.50
3.75
4.00
4.00
3.75
3.50
3.50
3.75
4.00
4.00
3.75
3.50
5.00
5.00
5.00
5.00
9+8409+820 9+800 9+780 9+760 9+740 9+720
9+700 9+680 9+660 9+640 9+620 9+600 9+580 9+560 9+540 9+520 9+500 9+480 9+460 9+440 9+420 9+400 9+380 9+360
MHST46025 MHST46026
MHST460
27
OUT11605
MHST46028 MHST46029 MHST46030MHST46031
13+900
KEY PLAN
13+800 14+000 14+100 14+200 14+300
08
83
81
83
81
MA
TC
H LIN
E - S
TA. 14+300
MA
TC
H LIN
E - S
TA. 13+800
TO3065TOD-2.0-008.DGN
91
89
87
85 85
87
89
91
79
77
79
77
7575
7373
7171
SE
E D
RA
WIN
G N
O. 09
SE
E D
RA
WIN
G N
O. 07
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
2:3
4 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
08.D
gn
EV
C =
13+850.3
82
Ele
v =
80.5
09
0.55%
Ground
Original
Control
Profile
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
80.7
9
Sta
14+
350.2
9 Off1
35.4
5m
83.4
9
Sta14
+371.6
0
Off11.0
6m
MHST12078
9+340 9+3209+300
9+280 9+260 9+240 9+220 9+200 9+180 9+160 9+140 9+120 9+1009+080
9+0609+040 9+020 9+000 8+980 8+960 8+940 8+920 8+900 8+880 8+860
EX. 1050mm STM
.
EX. 750mm STM. EX. 300mm STM. EX. 300mm STM. EX. 375mm STM. EX. 450mm STM.
EX. 406
mm W
M.
MHST46034MHST46033
MHST46032MHST46031 MHST46042MHST46043
80.7
9
Sta
14+
350.2
9 Off1
35.4
5m
83.4
9
Sta14
+371.6
0
Off11.0
6m
EX. 600mm SAN.
EX. 600mm SAN
.
MHST12078
MHST12093
9+400 9+380 9+360 9+340 9+3209+300
9+280 9+260 9+240 9+220 9+200 9+180 9+160 9+140 9+120 9+1009+080
9+0609+040 9+020 9+000 8+980 8+960 8+940 8+920 8+900 8+880 8+860 8+840 8+820
EX. 406
mm W
M.
MHST46034MHST46033
MHST46032MHST46031 MHST46042MHST46043 MHST46044
Terry F
ox Dr.
Terry F
ox Dr.
March Rd. March Rd.
Acklam Terrace
Ayto
n L
ane
Ackla
m T
errace
Ackla
m T
errace
14+300
14+400
14+500
14+600
14+700
14+800
4.00
4.00
4.00
4.00
3.75
3.50
3.50
3.75
3.50
3.50
3.75
4.00
3.75
3.50
3.75
3.50
3.50
3.50
3.75
3.50
4.00
4.00
55m TRANSIT PLATFORM
55m TRANSIT PLATFORM
3.50
3.75
3.50
3.50
3.50
3.75
4.00
4.00
8.50
5.00
3.75
3.7
5
3.5
0
3.7
5
3.5
0
3.5
0
3.7
5
3.7
5
3.7
5
3.5
0
3.5
0
3.7
5
3.5
0
3.7
5
3.5
0
3.75
80.7
9
Sta
14+
350.2
9 Off1
35.4
5m
83.4
9
Sta14
+371.6
0
Off11.0
6m
MHST12078
9+340 9+3209+300
9+280 9+260 9+240 9+220 9+200 9+180 9+160 9+140 9+120 9+1009+080
9+0609+040 9+020 9+000 8+980 8+960 8+940 8+920 8+900 8+880 8+860
EX. 406
mm W
M.
MHST46034MHST46033
MHST46032MHST46031 MHST46042MHST46043
14+400
KEY PLAN
14+300 14+500 14+600 14+700 14+800
09
83
81
83
81
MA
TC
H LIN
E - S
TA. 14+800
MA
TC
H LIN
E - S
TA. 14+300
TO3065TOD-2.0-009.DGN
89
87
85 85
87
89
7979
SE
E D
RA
WIN
G N
O. 08
SE
E D
RA
WIN
G N
O. 10
9191
77 77
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
2:5
0 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
09.D
gn
LC Terry Fox E/BoundTerry Fox W/Bound
BV
C =
14+406.9
93
Ele
v =
83.5
71
EV
C =
14+661.9
93
Ele
v =
82.8
06
BV
C =
14+743.7
76
Ele
v =
81.8
65
-1.15%
0.55%
Ground
Original
Control
Profile
e = -0.542m
K = 150.00
L = 255.000m
Elev =84.272
PVI =14+534.493
e = 0.079m
K = 150.00
L = 97.500m
Elev =81.305
PVI =14+792.526
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
80.3
4
Sta
14+
772.3
7 Off3
8.9
5m
80.4
0
Sta
14+
780.9
7 Off3
1.9
5m
79.3
7
Sta
15+
030.9
4 Off1.9
4m
79.5
4
Sta
15+
002.5
7 Off2.6
9m
79.3
6
Sta
15+
002.4
1 Off3
0.8
5m
80.8
1
Sta
14+
707.6
5 Off3.1
9m
80.7
3
Sta
14+
687.7
6 Off3.7
0m
80.7
4
Sta
14+
687.7
6 Off2.3
7m
80.7
5
Sta
14+
685.5
5 Off6.4
5m
79.8
9
Sta
14+
923.0
5 Off3
1.2
4m
79.8
6
Sta
14+
917.8
9 Off3
8.6
0m 79.3
7
Sta
15+
006.2
7 Off3
1.0
8m
79.7
9
Sta14
+848.1
0
Off39.2
4m
79.8
2
Sta14
+839.5
3
Off30.6
6m
EX. 200mm SAN.
EX. 200mm SAN.
EX. 300
mm S
AN.
EX. 200mm SAN.
EX. 200mm SAN.
EX. 2
00
mm S
AN.
EX. 200mm SAN.
EX. 200
mm S
AN.
EX. 600
mm S
AN.
EX. 600mm SAN.
EX. 600mm SAN
.
MHST13071MHST12432
MHST12431
MHST13081
MHST13088MHST13089
MHST13093
MHST13092
MHST13091
MHST13103
MHST13104
MHST12078
MHST12093MHST12060
MHST12099
MHST12137
8+840 8+820 8+800 8+780 8+760 8+740 8+720 8+700 8+680 8+660 8+640 8+620 8+600 8+580 8+560 8+540 8+520 8+500 8+480 8+460 8+440 8+420 8+400 8+380 8+360
EX. 525mm STM.EX. 600mm STM.EX. 900mm STM.
EX. 750
mm S
TM.
EX. 4
50
mm S
TM.
EX. 1050mm STM.
EX. 1350
mm S
TM.
EX. 1350mm STM.
EX. 1350
mm S
TM.
EX. 1050mm STM.
EX. 900
mm S
TM.
EX. 1050mm STM
.
EX. 1500mm STM.
EX. 375
mm S
TM.
EX. 450mm STM. EX. 675mm STM. EX. 675mm STM. EX. 750mm STM. EX. 750mm STM.EX. 610mm WM.EX. 610mm WM.
EX. 203
mm W
M.
EX. 305
mm W
M.
EX. 305
mm W
M.
EX. 203mm WM.
EX. 610
mm W
M.
MHST46044
MHST12100
MHST46046 MHST46047
MHSA13112MHSA13103
MH
SA47804
MHST46048
MHST46049
MH
SA12183
EX. 375
mm S
AN.
EX. 375m
m S
AN.
80.3
4
Sta
14+
772.3
7 Off3
8.9
5m
80.4
0
Sta
14+
780.9
7 Off3
1.9
5m
79.3
7
Sta
15+
030.9
4 Off1.9
4m
79.5
4
Sta
15+
002.5
7 Off2.6
9m
79.3
6
Sta
15+
002.4
1 Off3
0.8
5m
80.8
1
Sta
14+
707.6
5 Off3.1
9m
80.7
3
Sta
14+
687.7
6 Off3.7
0m
80.7
4
Sta
14+
687.7
6 Off2.3
7m
80.7
5
Sta
14+
685.5
5 Off6.4
5m
79.8
9
Sta
14+
923.0
5 Off3
1.2
4m
79.8
6
Sta
14+
917.8
9 Off3
8.6
0m
79.1
5
Sta
15+
110.2
3 Off3
3.7
7m
79.2
9
Sta
15+
115.7
6 Off4
0.1
7m
79.3
7
Sta
15+
006.2
7 Off3
1.0
8m
79.7
9
Sta14
+848.1
0
Off39.2
4m
79.8
2
Sta14
+839.5
3
Off30.6
6m
EX. 200mm SAN.
EX. 200mm SAN.
EX. 300
mm S
AN.
EX. 200mm SAN.
EX. 200mm SAN.
EX. 2
00
mm S
AN.
EX. 200mm SAN.
EX. 200
mm S
AN.
EX. 600
mm S
AN.
EX. 600mm SAN.
EX. 600mm SAN
.
MHST13075
MHST13076
MHST13071MHST12432
MHST12431
MHST13081
MHST13088MHST13089
MHST13093
MHST13092
MHST13091
MHST13103
MHST13104
MHST12078
MHST12093MHST12060
MHST12099
MHST12137
MHSA13115
8+900 8+880 8+860 8+840 8+820 8+800 8+780 8+760 8+740 8+720 8+700 8+680 8+660 8+640 8+620 8+600 8+580 8+560 8+540 8+520 8+500 8+480 8+460 8+440 8+420 8+400 8+380 8+360 8+340 8+320
EX. 610mm WM.EX. 610mm WM.
EX. 203
mm W
M.
EX. 305
mm W
M.
EX. 305
mm W
M.
EX. 203mm WM.
EX. 610
mm W
M.
MHST46044
MHST12100
MHST46046 MHST46047
MHSA13112MHSA13103
MH
SA47804
MHST46048
MHST46049
MH
SA12183
EX. 375
mm S
AN.
EX. 375m
m S
AN.
Bro
ok Dr.
Shirle
y’s
Mers
ey Dr.
Westmoreland Ave.
Westmeath Cr.
Inverary Dr.
March Rd. March Rd.
Ackla
m T
errace
Way
Morg
an’s Gra
nt
14+800
14+900
15+000
15+100
15+200
15+300
3.50
3.75
4.00
4.00
3.75
3.50
3.50
3.75
3.50
3.50
4.00
4.00
3.75
3.50
3.50
3.75
3.50
5.00
4.00
4.00
3.50
3.75
3.7
5
3.75
3.7
5
3.5
0
3.7
5
3.75
3.7
5
3.7
5
5.0
0
3.7
5
80.3
4
Sta
14+
772.3
7 Off3
8.9
5m
80.4
0
Sta
14+
780.9
7 Off3
1.9
5m
79.3
7
Sta
15+
030.9
4 Off1.9
4m
79.5
4
Sta
15+
002.5
7 Off2.6
9m
79.3
6
Sta
15+
002.4
1 Off3
0.8
5m
80.8
1
Sta
14+
707.6
5 Off3.1
9m
80.7
3
Sta
14+
687.7
6 Off3.7
0m
80.7
4
Sta
14+
687.7
6 Off2.3
7m
80.7
5
Sta
14+
685.5
5 Off6.4
5m
79.8
9
Sta
14+
923.0
5 Off3
1.2
4m
79.8
6
Sta
14+
917.8
9 Off3
8.6
0m 79.3
7
Sta
15+
006.2
7 Off3
1.0
8m
79.7
9
Sta14
+848.1
0
Off39.2
4m
79.8
2
Sta14
+839.5
3
Off30.6
6m
EX. 200mm SAN.
EX. 200mm SAN.
EX. 300
mm S
AN.
EX. 200mm SAN.
EX. 200mm SAN.
EX. 2
00
mm S
AN.
EX. 200mm SAN.
EX. 200
mm S
AN.
EX. 600
mm S
AN.
EX. 600mm SAN.
EX. 600mm SAN
.
MHST13071MHST12432
MHST12431
MHST13081
MHST13088MHST13089
MHST13093
MHST13092
MHST13091
MHST13103
MHST13104
MHST12078
MHST12093MHST12060
MHST12099
MHST12137
8+840 8+820 8+800 8+780 8+760 8+740 8+720 8+700 8+680 8+660 8+640 8+620 8+600 8+580 8+560 8+540 8+520 8+500 8+480 8+460 8+440 8+420 8+400 8+380 8+360
EX. 610mm WM.EX. 610mm WM.
EX. 203
mm W
M.
EX. 305
mm W
M.
EX. 305
mm W
M.
EX. 203mm WM.
EX. 610
mm W
M.
MHST46044
MHST12100
MHST46046 MHST46047
MHSA13112MHSA13103
MH
SA47804
MHST46048
MHST46049
MH
SA12183
EX. 375
mm S
AN.
EX. 375m
m S
AN.
14+900
KEY PLAN
14+800 15+000 15+100 15+200 15+300
10
83
81
83
81
MA
TC
H LIN
E - S
TA. 15+300
MA
TC
H LIN
E - S
TA. 14+800
TO3065TOD-2.0-010.DGN
91
89
87
85 85
87
89
91
79
77
79
77
7575
7373
7171
SE
E D
RA
WIN
G N
O. 09
SE
E D
RA
WIN
G N
O. 11
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
3:0
7 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
10.D
gn
LC Morgan’s Grant
EV
C =
14+841.2
76
Ele
v =
81.0
61
-0.50%
Ground
Original
Control
Profile
EX. 600mm SAN.
EX. 375mm SAN. CROSSING
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
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IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
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CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
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KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
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HOLG
ATE
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KIN
GSF
OR
D
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LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
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LD
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REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
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LL
SCHNEIDER
SELWYN
SELYE
VARLEY
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PEN
FIELD
CA
RLIN
G
BA
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LD
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RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
79.1
5
Sta
15+
110.2
3 Off3
3.7
7m
79.2
9
Sta
15+
115.7
6 Off4
0.1
7m MHST13075
MHST13076
MHSA13115
8+340 8+320 8+300 8+280 8+2608+240 8+220 8+200 8+180 8+160 8+140 8+120 8+100 8+080 8+060 8+040 8+020 8+000 7+980 7+960 7+940 7+900 7+880
7+860
7+920
EX. 300
mm S
TM.
EX. 750mm STM.
EX. 675mm STM.
EX. 1650
mm S
TM.EX. 1500mm STM.
EX. 525
mm S
TM.
EX. 1950
mm S
TM. EX. 600mm STM.
EX. 525mm STM.
EX. 152mm WM.
EX. 1
52
mm W
M.
EX. 203
mm W
M.
EX. 406mm WM.
EX. 406mm WM.
MHST63310
MHST61691
MHST61689
MHST46049EX. 750mm STM.
EX. 825mm STM.EX. 1800mm STM.
EX. 300mm STM.
EX. 3
00
mm S
TM.
EX. 300mm STM.
EX. 250m
m S
TM.
MHSA61164
EX. 200mm SAN.MHSA59990
MHSA59992
MHSA59993
MHSA59991
EX. 200mm SAN.
EX. 2
00
mm S
AN.
EX. 200mm SAN. EX. 200mm SAN.
CAMPBELL REID
72
P/A UNPAVE
D
P/A UNPAVE
D
P/A UNPAVE
D
79.1
5
Sta
15+
110.2
3 Off3
3.7
7m
79.2
9
Sta
15+
115.7
6 Off4
0.1
7m
EX. 200mm SAN.
MHST13075
MHST13076
MHSA13115
8+400 8+380 8+360 8+340 8+320 8+300 8+280 8+2608+240 8+220 8+200 8+180 8+160 8+140 8+120 8+100 8+080 8+060 8+040 8+020 8+000 7+980 7+960 7+940 7+900 7+880
7+860
7+840 7+8207+920
EX. 152mm WM.
EX. 1
52
mm W
M.
EX. 203
mm W
M.
EX. 406mm WM.
EX. 406mm WM.
MHST63310
MHST61691
MHST61689
MHST46049
MHSA61164
EX. 200mm SAN.MHSA59990
MHSA59992
MHSA59993MHSA59994
MHSA59991
EX. 200mm SAN.
EX. 2
00
mm S
AN.
EX. 200mm SAN. EX. 200mm SAN. EX. 200mm SAN.
15+400
KEY PLAN
15+300 15+500 15+600 15+700 15+800
11
83
81
83
81
MA
TC
H LIN
E - S
TA. 15+300
TO3065TOD-2.0-011.DGN
87
85 85
87
79
77
79
77
7575
7373
7171
MA
TC
H LIN
E - S
TA. 1
5+800
SE
E D
RA
WIN
G N
O. 1
2
SE
E D
RA
WIN
G N
O. 10
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
3:1
9 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
11.D
gn
LC Klondike
BV
C =
15+377.0
21
Ele
v =
78.3
82
EV
C =
15+507.0
21
Ele
v =
78.1
55
0.15%-0.50%Ground
OriginalControl
Profile
e = 0.106m
K = 200.00
L = 130.000m
Elev =78.057
PVI =15+442.021
Klo
ndike R
d.
Klo
ndike R
d.
Mers
ey Dr.
March Rd. March Rd.
15+300
15+400
15+500
15+600
15+700
15+800
3.75
3.50
3.50
4.00
4.00
3.75
3.50
3.50
3.50
3.503.75
3.75
4.00
4.00
5.00
8.50
4.00
4.00
3.50
3.75
3.50
3.50
3.75
5.00
55m TRANSIT PLATFORM
55m TRANSIT PLATFORM
3.7
5
3.7
5
3.5
0
5.0
0
3.7
53.7
5
3.7
5
3.5
0
79.1
5
Sta
15+
110.2
3 Off3
3.7
7m
79.2
9
Sta
15+
115.7
6 Off4
0.1
7m MHST13075
MHST13076
MHSA13115
8+340 8+320 8+300 8+280 8+2608+240 8+220 8+200 8+180 8+160 8+140 8+120 8+100 8+080 8+060 8+040 8+020 8+000 7+980 7+960 7+940 7+900 7+880
7+860
7+920
EX. 152mm WM.
EX. 1
52
mm W
M.
EX. 203
mm W
M.
EX. 406mm WM.
EX. 406mm WM.
MHST63310
MHST61691
MHST61689
MHST46049
MHSA61164
EX. 200mm SAN.MHSA59990
MHSA59992
MHSA59993
MHSA59991
EX. 200mm SAN.
EX. 2
00
mm S
AN.
EX. 200mm SAN. EX. 200mm SAN.
EX. 406mm WM.
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
7+840 7+820 7+800 7+7607+720 7+700 7+6807+780 7+740
7+660 7+640 7+620 7+600 7+580
EX.
CU
LV
ER
T
EX. 450mm STM.
EX. 1650
mm S
TM.
EX. 1650mm STM.
EX. 305
mm W
M.
MHST61688
MHST63310 EX. 300mm STM.
MHSA59994 MHSA59995
MHSA59998 MHSA59997
EX. 200mm SAN. EX. 200mm SAN.
EX. 150mm SAN.
EX. 2
00
mm S
AN.
PILE
DA
M
77.3
TR
AIL
P/A UNPAVE
D
7+900 7+880
7+860
7+840 7+820 7+800 7+7607+720 7+700 7+6807+780 7+740
7+660 7+640 7+620 7+600 7+580
EX.
CU
LV
ER
T
EX. 305
mm W
M.
MHST61688
MHST63310
MHSA59993MHSA59994 MHSA59995
MHSA59998 MHSA59997
EX. 200mm SAN. EX. 200mm SAN. EX. 200mm SAN.
EX. 150mm SAN.
EX. 2
00
mm S
AN.
March Rd. March Rd.
15+800
15+900
16+000
16+100
16+200
16+256
16+256
Halton T
errace
3.50
3.503.75
3.75
4.00
4.00
3.50
3.75
4.00
4.00
3.75
3.503.50
3.75
4.00
4.00
3.75
3.50
3.50
5.00
5.00
5.00
5.00
3.7
5
3.7
5
3.5
0
5.5
0
3.5
0
4.2
5
7+840 7+820 7+800 7+7607+720 7+700 7+6807+780 7+740
7+660 7+640 7+620 7+600 7+580
EX.
CU
LV
ER
T
EX. 305
mm W
M.
MHST61688
MHST63310
MHSA59994 MHSA59995
MHSA59998 MHSA59997
EX. 200mm SAN. EX. 200mm SAN.
EX. 150mm SAN.
EX. 2
00
mm S
AN.
15+900
KEY PLAN
15+800 16+000 16+100 16+200 16+300
12
83
81
83
81
TO3065TOD-2.0-012.DGN
87
85 85
87
79
77
79
77
7575
7373
7171
69 69
67 67
MA
TC
H LIN
E - S
TA. 1
5+800
SE
E D
RA
WIN
G N
O. 1
1
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
3:3
1 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
12.D
gn
L
L
0.15%
Ground
Original
Control
Profile
C Halton Terrace W/Bound
C Halton Terrace E/Bound
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
KEY PLAN
17+100 17+200
13
101 101
83
81
83
81
TO3065TOD-2.0-013.DGN
99
97
95
93
91
89
87
85 85
87
89
91
93
95
97
99
17+00016+90016+80016+700 17+300
MA
TC
H LIN
E - S
TA. 17+300
SE
E D
RA
WIN
G N
O. 14
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
3:4
3 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
13.D
gn
LC Watts Creek
L
LC WB On Ramp LC WB On Ramp
Control
Profile
Ground
Original
Creek Culvert
New Watts
Plain
100 yr Flood
PVI =16+838.817
Elev =91.087
BV
C =
17+134.5
71
Ele
v =
90.0
52
EV
C =
17+189.3
21
Ele
v =
88.8
61
BV
C =
17+206.6
37
Ele
v =
88.1
69
EV
C =
17+279.6
37
Ele
v =
86.5
81
-0.35%
-4.00%
-0.35%
e = 0.333m
K = 20.00
L = 73.000m
Elev =86.709
PVI =17+243.137
e = -0.250m
K = 15.00
L = 54.750m
Elev =89.956
PVI =17+161.946
March Station
C March Rd.
Birk
endale D
r
Highway 417
Teeswater S
t
Birken
dale
Dr
Watts Creek
On Ramp
HW
Y 417
On Ramp
HWY 417
17+000
10+000
16+831
16+831
16+900
17+100
17+200
17+300
20+200
20+300
20+370
PEDESTRIAN BRIDGE
FOR CONTINUATION OF PEDESTRIAN BRIDGESEE GENERAL ARRANGEMENT DWG
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
AN
T
ALLE
NB
Y
COLLIN
GWOOD
AY
TO
N
SHIR
LE
YS
BR
OO
K
BR
AD
Y
MU
RP
HY
BILLINGHAM
BA
NN
OC
K
BE
AMIS
H
PIP
ER
HO
US
TO
N
PA
NA
DRIC
K
TE
RR
Y
FO
X
HEDGE
INVERNY
MCKINLEY
HINES
KL
ON
DIK
E
SANDHILL
KL
ON
DIK
E
MA
XW
ELL
GOULBOURN
ACKLAM
IPS
WIC
H
WIL
DA
CR
E
NADIA
BEACON
AMUNDSEN
ANIK
BERIN
G
BUJ
OL
D
CHIM
O
DE
CA
RL
O
HE
RS
CH
EL
HEWITT
IRWIN
LA
RSEN
MCCLINTOCK
MC
CL
UR
E
NANOOK
OA
KVIE
WS
HA
TN
ER
VIC
KE
RS
ST
UR
SB
ER
G
BA
RR
OW
PIN
EVIE
W
ROSENFELD
BA
LDIN
G
CASTLEFRANK
HA
RM
ON
TA
NG
UA
Y
MCDERMOT
STRATAS
DURBIN
BRACO
CARBROOKE
SINGAL
CO
BU
RN
DE
SM
ON
D
MIL
LM
AN
BRODEUR
BYR
D
CLARKSON
INU
VIK
NA
NO
OK
SHEARER
SH
ER
K
SHAUGNESSY
TA
NN
ER
BE
AU
FO
RT
BELLEVIEW
DRAINIE
PICKFORD
VANSTONE
WHITNEY
HAANEL
CA
MP
EA
U
KNUDSON
OA
KES
WO
OD
LO
MB
AR
DO
BE
RT
ON
LIGHTFOOT
AIR
D
EAGLESON
KA
KU
LU
KA
TIM
AVIK
TIM
M
BERNIER J
AC
KM
AN
ST
ON
EC
ROFT
ALMOND
HE
AR
ST
PEARY
BANTING
BE
AV
ER
BR
OO
K
BETHU
NE
BIN
NIN
G
BO
RD
UA
S
CA
RMIC
HA
EL
CARR
CA
RS
ONCASGRAIN
CHIS
HO
LM
COADY
COLVILL
E
GA
GN
ON
GINGRAS
HALLDORSON
HOLG
ATE
KINGSFORD
KIN
GSF
OR
D
LEACOCK
LE
AC
OC
K
LEACOCK
MIL
NE
PA
RK
WA
Y
PELLA
N
PENFIE
LD
PENTLAND
REANEY
RUTHERFORD
RU
TH
ER
FO
RD
SA
ND
WE
LL
SCHNEIDER
SELWYN
SELYE
VARLEY
BREWER HUNT
PEN
FIELD
CA
RLIN
G
BA
YFIE
LD
JACKSON
RIO
PE
LLE
KIM
MIN
S
BA
NTIN
G
LISMER
MILN
E
PELLA
N
PENTLA
ND
SA
LTER
SELWYN
TIFFANY
SH
ER
K
CATTERICK
GOULDING
SL
AD
E
KIMBOLTON
BA
NC
HO
RY
ZO
KO
L
KNUDSON
LEGGET
STEACIE
VARLEY
LEGGET
WA
LD
EN
HA
NS
EN
HELM
SD
ALE
BU
RGER
CARRTIFFANY
HERZBERG
MARCH
TER
ON
4TH LINE
CO
RK
ST
OW
N
ST
ATIO
N
RIC
HA
RD
SO
N
TERON
SO
LA
ND
T
PETRIE
BEST
VE
RM
EE
R
WESLOCK
NEP
EAN
SHIRLEYS BROOK
SHIRLEY’S BROOKWATT’S
CREEK
COHEN
AN
GUS
KETTLEBY
CAMBRAY
BELLROCK
ED
EN
VA
LE
BIR
KE
ND
ALE
TEESWATER
COLC
HESTE
R
HAWKSTONE
BIS
HO
PS
MIL
LS
RO
BE
RG
E
ELSIN
OR
E
CE
CIL
WA
LD
EN
LA
XF
OR
D
RE
DC
AR
INN
OV
ATIO
N
BRADLEY FARM
MA
RC
HB
RO
OK
TY
NE
HALTON
WIMBLEDON
NE
WC
AS
TLE
PEP
PE
RRID
GE
FA
RR
AR
KEY PLAN
17+400 17+500 17+600 17+700
14
101 101
83
81
83
81
TO3065TOD-2.0-014.DGN
99
97
95
93
91
89
87
85 85
87
89
91
93
95
97
99
17+300
MA
TC
H LIN
E - S
TA. 17+300
SE
E D
RA
WIN
G N
O. 13
24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
3:5
5 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
14.D
gn
LC WB Off Ramp
Control
ProfileGround
Original
BV
C =
17+315.9
21
Ele
v =
86.4
54
EV
C =
17+402.9
28
Ele
v =
88.0
42
BV
C =
17+494.0
85
Ele
v =
91.6
89
EV
C =
17+548.8
40
Ele
v =
92.8
80
PVI =17+690.822
Elev =93.377
-0.35%
4.00%
0.35%
e = -0.250m
K = 15.00
L = 54.755m
Elev =92.784
PVI =17+521.463
e = 0.473m
K = 20.00
L = 87.007m
Elev =86.302
PVI =17+359.425
Highway 417
Highway 417
Highway 417
Highway 417
Highway 417
Corkstown Rd
Corkstown RdHWY 417 0ff Ramp
Corkstown Rd
17+300
17+400
17+500
17+600
17+697
EX.1200mm SAN.
KEY PLAN
15TO3065TOD-2.0-015.DGN 24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
4:1
1 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
15.D
gn
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
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4.00
TRANSIT LANE
4.00
MEDIAN
5.00
MEDIAN
5.00
LANE
3.75
LANE
3.50
BIKE
2.00
LANE
3.75
LANE
3.50
BIKE
2.00
LC
SDWK.
2.00
SDWK.
2.00
TRANSIT LANE
4.00
TRANSIT LANE
4.00
MEDIAN
5.00
MEDIAN
5.00
LANE
3.75
LANE
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BIKE
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LANE
3.75
LANE
3.50
BIKE
2.00
LC
SDWK.
2.00
SDWK.
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LP
LP
LP
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54m - 57m EXISTING R.O.W.
MEDIAN TRANSIT LANESTYPICAL SECTION - STA.10+740 - TO STA.11+180
MEDIAN TRANSIT LANESTYPICAL SECTION - STA.11+500 - 12+220
EXTENSION
REQUIRED
51m-61m R.O.W.
R.O.W.
VAR.
KEY PLAN
16TO3065TOD-2.0-016.DGN 24/10/2012
TIT
LE F
RA
ME: 790
mm x 5
34
mm City of
Otta
wa 2
008
Inform
ation:
Consultant’s
Plot
Date:
Last Saved:
24/1
0/2
012 1
0:1
4:3
9 A
M$
DA
TE$
$TIM
E$
H:\IS
O\T
O3065\T
OD\D
WG
S\0
1-F
unctional
Desig
n\2.0 M
arc
h R
d\T
O3065T
OD-2.0-0
16.D
gn
Sheet No.RevisionDrawings No.:Plot Date:
Scale:
Date:
Project Manager:
CAD File Name:
Designed By:
Dicipline Engineer:
Drawn By:
Checked By:
KEY PLAN
0mHORIZONTALHORIZONTAL
VERTICAL
10 20
4
40 60
1 2 6
DAH RRGDAH
01
MDR / RRG MB / RRG
Kanata North Transitway
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .
DESIGN. THE EXACT OWNERSHIP WILL BE DETERMINED DURING DETAILED-ROW SET TO FOOTPRINT OF TRANSITWAY PLUS 4.0m .-PROPERTY ACQUISITION REQUIRED ON BOTH SIDES OF WIDENING.WITHIN THE EXISTING MARCH ROAD ROW. -PROPERTY FOR THE TRANSITWAY FOR THE MOST PART IS INCLUDED
LEGEND:
STATIONTRANSIT
LANESTRANSIT
LANESTRAFFIC
SIDEWALK
PAVEMENTEDGE OF
BRIDGEPEDESTRIAN
OUTLINESTRUCTURE
CENTRELINETRANSIT
RIGHT-OF- WAYPROPOSED
POINTBRIDGE ACCESS
SEE SHEET 13
2. METHODOLOGY FOR DETERMINING THE RIGHT OF WAY (ROW):TROUGH THE INTERCECTION.FACILITY WILL BE DESIGNED ALONG THE CORRIDOR AND 1. DURING DETAILED DESIGN STAGE,SEGREGATED BICYCLE NOTES:
MARCH ROAD - CORKSTOWN ROAD TO OLD CARP ROAD
STATION/WEST TRANSITWAY CONNECTIONSOUTH OF CORKSTOWN ROAD/MARCH ROAD
SEPTEMBER 26 2012
(Hwy 417/Eagleson-March Road to North of Maxwell Bridge Road)
MO
RG
AN’S
GR
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NB
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AS
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PE
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FA
RR
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TRANSIT LANE
4.00
TRANSIT LANE
4.00
MEDIAN
8.50
BIKE
2.00
BIKE
2.00
LC
SDWK.
2.00
SDWK.
2.00
LP
LP
LEFT TURN
3.50
LANE LANE
LEFT TURN
3.50
LANE LANELANE LANE
THROUGH
3.50
THROUGH
3.75
THROUGH
3.75
THROUGH
3.50
SECTION WITH TURNING LANESTYPICAL SECTION - STA.14+480
54.00m R.O.W.