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NE 2
1-5
1-2
5-4
ED
GE OF DRIVIN
G S
URFA
CE
ED
GE OF DRIVIN
G S
URFA
CE
ED
GE OF DRIVIN
G S
URFA
CE
ED
GE OF DRIVIN
G S
URFA
CE
ELLE
RS
LIE R
D. (9 A
VE. S.W.)
174 ST. S.W.
7A A
VE.S.W.
173 ST. S.W.
7A A
VE.S.W.
8 A
VE.S.W.
WAS
HB
UR
N D
R.
173A ST. S.W.
173B ST. S.W.
173 ST. S.W.
172 ST. S.W.
6B A
VE.S.W.
171 ST. S.W.
8A A
VE.S.W.
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
170 ST. S.W.
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
ED
GE OF P
AVE
MENT
ED
GE OF P
AVE
MENT
ED
GE OF P
AVE
MENT
170 ST. S.W.
ELLE
RS
LIE R
D. (9 A
VE. S.W.)
NW 2
2-5
1-2
5-4
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
1.5
CO
NC
CL
W
1.5 C
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1.5 CONC CL W
1.5 CONC CL W
1.5 CO
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1.5 CO
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W
1.5 CONC CL W
1.5 C
ON
C CL
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1.5 CONC CL W
1.5 C
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C CL
W
1.5 CONC CL W
1.5 CONC CL W
3.0 ASPH W
1.5 CONC
W 2.3 SN
3.0 ASP
H
W
3.0 ASPH TRAIL
1.5 C
ON
C CL
W
1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 CONC CL W
1.5 C
ON
C CL
W
1.5
CO
NC
CL
W
1.5
CO
NC
CL
W
1.5 CONC CL W
1.5 CONC CL W
1.5 CONC CL W
3.0 ASP
H
W
3.0 ASP
H TR
AIL
3.0 ASPH TRAIL
3.0 ASP
H TR
AIL
2.0GRANULAR
TRAIL
2.0
GRANULAR
TRAIL
2.5 ASPH TRAIL
1.5 CONC W
3.0 ASP
H
TRAIL
3.0 ASP
H TR
AIL
1.5 CONC CL W
1.5 CONC CL W
1.5 C
ON
C CL
W1.5 C
ON
C CL
W
1.5 C
ON
C CL
W
1.5
CO
NC
CL
W
1.5
CO
NC
CL
W
1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 CONC CL W
1.5 CONC CL W
1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 CONC
CL
W
1.5 CONC W
3.0 EMERGENCY ACCESS
170 ST. S.W.
AN
DE
RS
ON W
AY
ANDERSON CRESCENT
ANDERSON CRESCENT
AUSTIN CRESCENT
AR
MIT
AG
E C
RES
CE
NT
AUSTIN LINK
AD
AM
S W
AY
AN
DE
RS
ON P
LA
CE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
1.5 C
ON
C CL
W
1.5C
ONC
CL
W
1.5
CO
NC
CL
W
1.5
CO
NC
CL
W
1.5 CONC CL W
1.5
CO
NC
CL
W
1.5 C
ON
C CL
W
1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 CONC CL W
1
.5CONCCLW
1.5 C
ON
C CL
W
1.5 C
ON
C CL
W1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 CONC CL W
1.5 C
ON
C CL
W
1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 CONC CL W
1.5CONC
CL W
1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 C
ON
C CL
W
1.5 C
ON
C CL
W
1.5 CONC CL W
1.5 CONC CL W
170 ST. S.W.
AM
BLESID
E D
RIV
E
ADAMS WAY
AD
AM
S W
AY
ADAMS WAY
AR
MIT
AG
E W
YN
D
AR
MIT
AG
E W
YN
D
AR
MIT
AG
E W
YN
D
AM
BLESID
E D
RIV
E
ARMITAGE CRESCENT
AD
AM
S W
AY
202481
34108
248252
3+700 3+800 3+900
4+000
4+100 4+200 4+300 4+400
4+500
4+600 4+700 4+800 4+900
5+000
5+100 5+200 5+300 5+400 5+500 5+600
1+200
1+300
1+400
1+500
1+600
1+700
1+800
1+900
2+000
2+100
2+200
2+300
1+200
1+300
1+400
1+500
1+600
1+800
1+900
2+000
2+100
2+200
2+300
_bla
nk.tbl
2:3
9:2
7 P
MM
ar/11/1
1...\Pla
n L
ocation (
Ellerslie R
oad).dgn
S170 00 L02
170 STREET
CONCEPT PLAN - SUBJECT TO PRELIMINARY DESIGN
Manager, Transportation Planning Branch
Director, Development & Capital Planning
Director, Strategic Planning
Director, Roadways Design
General Supervisor, Strategic Planning
PROJECT:
TRANSPORTATION
THE CITY OF PLAN NO.
305m Taper @ 25:1
SCALE 1:5000
AN
DE
RS
ON W
AY
Ellerslie Road
Plan and Profile
LOCATIONFUTURE ACCESS
PROPOSED
LOCATIONFUTURE ACCESS
PROPOSED
LOCATIONFUTURE ACCESS
PROPOSED
LOCATIONFUTURE ACCESS
PROPOSED
LIM
IT O
F S
TU
DY
NO
RT
H
305m Taper @ 25:1
505m Taper @ 50:1
(TO B
E R
EM
OV
ED)
EXIS
TIN
G E
LLE
RS
LIE R
OA
D
ELLE
RS
LIE R
OA
D
RE
ALIG
NE
D
ACCESS
KESWICK
ACCESS
GLENRIDDING
560m Taper @ 50:1
LEGEND
COMMUNICATION TOWERS
EXISTING NATURAL AREA
SEASONAL WETLAND
PROPOSED PROPETY LINEWITH BERM
PROPOSED PROPETY LINEWITH NOISE WALL
DATE March 2011
DRAWN BY: MT
RETAINING WALL
CUT/FILL LIMITS
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
WHITEMUDCREEK
WHITEMUDCREEK
170 ST. S.W.
200.31
399.0
1
200.26
426.7
2
400.54
400.54
20.1
2
399.2
1
5.03
404.3
5188.2
5
426.7
7
25.1
5
30.48
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
170 ST. S.W.
77.84
190.1
6
579.12
579.12
426.7
2
NW 1
5-5
1-2
5-4
SE 1
6-5
1-2
5-4
NE 1
6-5
1-2
5-4
217.58
182.1
6
SE 2
1-5
1-2
5-4
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
170 ST. S.W.170 ST. S.W.2
0.1
2
217.58
5.0
0
25.1
220.1
2
SW 2
2-5
1-2
5-4
182.1
65.0
0
25.1
2 20.1
2
EDGE OF DRIVING SURFACE
EDGE OF DRIVING SURFACE
260513
128199
46664
1+900
2+000
2+100 2+200 2+300 2+400
2+500
2+600 2+700 2+800 2+900
3+000
3+100 3+200 3+300 3+400
3+500
3+600 3+700 3+800
1+200
1+300
1+400
1+500
1+600
1+700
1+800
PI 1+816.677
1+900
2+000
2+100
2+200
2+300
1+200
1+300
1+400
1+500
1+600
1+800
POT 1+816.447
1+900
2+000
2+100
2+200
2+300
1+200
1+300
1+400
1+500
1+600
1+700
1+800
POT 1+816.913
1+900
2+000
2+100
2+200
2+300
_bla
nk.tbl
9:4
0:3
4 A
MM
ar/11/1
1...\Pla
n L
ocation (25 A
ve).dgn
S170 00 L02
170 STREET
CONCEPT PLAN - SUBJECT TO PRELIMINARY DESIGN
Manager, Transportation Planning Branch
Director, Development & Capital Planning
Director, Strategic Planning
Director, Roadways Design
General Supervisor, Strategic Planning
PROJECT:
TRANSPORTATION
THE CITY OFPLAN NO.
LEGEND
SCALE 1:5000
25 Avenue SW
Plan and Profile
LOCATIONFUTURE ACCESS
PROPOSED
LOCATIONFUTURE ACCESS
PROPOSED
LOCATIONFUTURE ACCESS
PROPOSEDW hite
mud
Cre
ek
25 A
VE
NU
E S
W25 A
VE
NU
E S
W
ACCESS
NEIGHBOURHOOD 5
ACCESS
GLENRIDDING
ACCESS
GLENRIDDING
ACCESS
KESWICK
LOCATIONFUTURE ACCESS
PROPOSED
335m Taper @ 25:1
560m Taper @ 50:1
COMMUNICATION TOWERS
EXISTING NATURAL AREA
SEASONAL WETLAND
PROPOSED PROPETY LINEWITH NOISE WALL
DATE March 2011
DRAWN BY: MT
PROPOSED PROPETY LINEWITH BERM
RETAINING WALL
CUT/FILL LIMITS
41 A
VE. S.W.
170 ST. S.W.
WHITEMUDCREEK
WHITEMUDCREEK
170 ST. S.W.
41 A
VE. S.W.
SE 1
6-5
1-2
5-4
1
PA
RC
EL B
RO
AD
WA
Y
1
PA
RC
EL B
RO
AD
WA
Y
NE9 5
1-2
5-4
NW
10 5
1-2
5-4
1
PA
RC
EL B
RO
AD
WA
Y
234138
260513
128199
213595
0+700 0+800 0+900
1+000
1+100 1+200 1+300 1+400 1+600 1+700 1+800 1+900
2+000
2+100 2+200 2+300 2+400
2+500
1+200
1+300
1+400
1+500
1+600
1+700
1+800
POT 1+817.229
1+900
2+000
2+100
2+200
2+300
1+200
1+300
1+400
1+500
1+600
1+700
1+800
POT 1+816.913
1+900
2+000
2+100
2+200
2+300
1+500
_bla
nk.tbl
1:4
0:4
9 P
MM
ar/15/1
1...\Pla
n L
ocation (41 A
ve S
W).dgn
S170 00 L02
170 STREET
CONCEPT PLAN - SUBJECT TO PRELIMINARY DESIGN
Manager, Transportation Planning Branch
Director, Development & Capital Planning
Director, Strategic Planning
Director, Roadways Design
General Supervisor, Strategic Planning
PROJECT:
TRANSPORTATION
THE CITY OFPLAN NO.
LIM
IT O
F S
TU
DY
SCALE 1:5000
41 Avenue SW
Plan and Profile
333m Taper @ 25:1
375m Taper @ 50:1
LOCATIONFUTURE ACCESS
PROPOSED
LOCATIONFUTURE ACCESS
PROPOSED
COUNTYLEDUC
COUNTYLEDUC
EDMONTONCITY OF
EDMONTONCITY OF
41 AVENUE SW
TO CHANGE SOUTH OF
ALIGNMENT SUBJECT
DRAWING NUMBER A041-0902 (BY OTHERS)
41 AVENUE SW CONCEPT PLANNING STUDY
INTERCHANGE DESIGN TO MATCH
W hitemud
Cre
ek
41 A
VE
NU
E S
W41 A
VE
NU
E S
W
ACCESS
NEIGHBOURHOOD 5
ACCESS
GLENRIDDING
560m Taper @ 50:1
335m Taper @ 25:1
K
...\Pla
n L
ocation (41 A
ve S
W).dgn
LEGEND
COMMUNICATION TOWERS
EXISTING NATURAL AREA
SEASONAL WETLAND
PROPOSED PROPETY LINEWITH NOISE WALL
DATE March 2011
DRAWN BY: MT
PROPOSED PROPETY LINEWITH BERM
PROPOSED PROPETY LINEWITH NOISE WALL
RETAINING WALL
CUT/FILL LIMITS
Rabbit Hill Baptist Cemetery
