50th street conceptual design · k road e e reet reet e remove existing service road t limit of...
TRANSCRIPT
EXISTING 50th STREET PROFILE
668
672
676
680
684
688
692
696
668
672
676
680
684
688
692
696
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700
55 A
VEN
UE
52 A
VEN
UE
WH
ITEM
UD
DR
IVE
50 STREET50 STREET
WH
ITEM
UD
DR
IVE
55 A
VEN
UE
LIM
IT O
F PR
OJE
CT
SIGN STRUCTURE & PANELSTO BE RELOCATED
(PROTECTION IS REQUIRED)
BUS STOP 2013
ADV. WARNING SIGNALTO BE RELOCATED
(PROTECTION IS REQUIRED)
RELOCATED
CLOSE EXISTING ACCESS
LIMIT OF PROJECT LIMIT OF PROJECT
LIMIT OF PROJECT
R60
REMOVEEXISTING WALK
BE RELOCATED
3.0m MULTI-USE TRAIL
3.953.704.45
3.703.704.203.70
3.703.95
3.55
4.20
4.45
3.70
3.70
3.70
3.95
3.957.65
3.55
3.95
3.95
3.70
3.70
4.457.65
3.70
60m TAPER
RELOCATED
3.95
EXISTING BUS STOP 2279
7.65
RELOCATEDRELOCATED
6.0
50m BAY
R15 50m BAY
4.20
4.457.65
R60
R35
3.0m MULTI-USE TRAIL
90m BAYR15
R15
R15
BUS STOP 2751
80m BAYEX. TAPER
EX. TAPER 85m BAY
3.753.703.95
4.254.00
BUS STOP 2818
REMOVE EXISTING WALK REMOVE EXISTING WALK
REMOVE EXISTING WALK
BUS STOP 2464
SIGNAL TO
7.65
R15
EXISTING BUS STOP 3697
R15R154.45
100m BAY
PROPOSED RIGHT IN/RIGHT OUT ACCESS
7.65
ADV. WARNING
4.45
(SEE NOTE #3)
7.65
7.65
(PROTECTIONIS REQUIRED)
EX. TAPER
R15
PROPOSED JOINT ACCESS(CROSS LOT AGREEMENTREQ'D; SEE NOTE #3)
LIMIT OF PROJECT
REMOVE EXISTING WALK
6.00
5.7
5
5.7
5
7.2
5
7.2
5
6.00
EXISTING 50th STREET
53 A
VE
59 ST
59 ST
50 ST
48 ST
74 A
VE
50 ST
68 A
VE
68 A
VE
ELENIAK RD
72 A
VE
52 ST
50 ST
44A ST
76 A
VE
54 ST
59 A
VE
72A
AV
E
56 AVE
52 A
VE
55 A
VE
67 A
VE
59 ST
51 A
VE
54 ST
RO
PER RD
76 A
VE SH
ERW
OO
D PK FW
Y
MO
RRIS ROAD
CP RAIL
50 ST
WH
YTE (82) A
VE
46 STREET
84 A
VE
90 AVE
90A
AV
E
WH
ITEM
UD
DR
WH
ITEM
UD
DR
CN
SPU
R LINE
49 ST
50 STREET
DESIGN SPEED POSTED SPEED
70 km/h 60 km/h
7.65
3.003.954.203.703.703.55 0.65
1.27.65
3.00 3.953.704.45
3.0m MULTI-USE TRAIL
19.1012.10
2.0%2.0%
2.5% 2.5%
PROPOSEDWEST
PROPERTYLINE
PROPOSEDEAST
PROPERTYLINE
8.755.49
EXISTINGWEST
PROPERTYLINE
EXISTINGEAST
PROPERTYLINE
33.46
NOT TO SCALE
A-A SECTION 50TH STREET - STA 0+560
RELOCATEDPOWER
POLE
RELOCATEDLIGHTSTANDARDRELOCATED
LIGHTSTANDARD
2.15
1.5m WALK
PROP. GAS EX. GAS EX. WATER EX. TV EX. U/GELEC.
EX. GASPROP. GAS
EXISTINGLIGHT
STANDARD
EXISTINGLIGHT
STANDARD
EXISTINGPOWERPOLE
1.00 1.00
IF NECESSARY, GRADING ON PRIVATE PROPERTY TO BEDETERMINED AT PRELIMINARY STAGE OF DESIGN
SUITE 200, 10345 - 105th STREETEDMONTON, AB, CANADA T5J 1E8Tel. 780.430.4041Fax. 780.435.3538www.urban-systems.com
Client/Project
Date
Title/Station Range
Client/Project
FigureDateScale
STA 0+000.00 TO STA 0+700.00WHITEMUD DR TO 90th AVENUE
R-01MAY 20101:1000
50TH STREET ROADWAY CONCEPT DESIGN 1CITY OF EDMONTON
50TH STREET CONCEPTUAL DESIGN
N.T.S.
A
A
Scale: 1:1000 (Horiz) 1:200 (Vert)
Transportation Legend:
Proposed R.O.W.
Existing Traffic Signal
Proposed Asphalt Resurfacing
Existing WalkProposed Curb & GutterDirectional Arrows Only
Proposed Pavement Markings Manager, Transportation Planning
Director, Facility and Capital Planning
Director, Development Planning and Engineering
Proposed Asphalt WideningNotes:1. All existing data displayed on this plan
was taken form city as-builts and fieldinspected.
2. Typical sections are based upon Cityof Edmonton Guidelines.
Proposed Asphalt M.U.T.
Director, Sustainable Transportation
Existing Conc. Median
Manager, Transportation Operations
Proposed Landscaped Area
3. Prop. access locations, widths andoverall design to be confirmed at theredevelopment and preliminary stage.
Existing R.O.W.
4. All existing accesses "to be closed"shall also be removed.
Proposed Traffic SignalP
Prop. Conc. Walk/Pad/Median
Surplus R.O.W.
Proposed AccessPERMIT TO PRACTICE
1. EXISTING PROFILE IS BASED ON EXISTING CITYOF EDMONTON CONTOUR SEPTEMBER 2008;
2. VERTICAL CURVE INFORMATION TO BECONFIRMED AT PRELIMINARY STAGE.
VERTICAL PROFILE NOTES:
SUBJECT TO PRELIMINARY DESIGN
LIMIT OF PROJECT
REMOVE EXISTING WALK
RO
PER R
OA
D
50 STREET
RO
PER
RO
AD
50 STREET50 STREET
PROPOSED ACCESS(SEE NOTE #3)
LIMIT OF PROJECT
PROPOSED ACCESS(SEE NOTE #3)
ADV. WARNING SPECIALTO BE RELOCATED
(PROTECTION IS REQUIRED)
R60
4.0
0
3.7
5
4.2
03
.95
4.4
53
.95
PROPOSED RIGHT IN/
4.45
3.703.70
3.95
3.50
4.20
3.953.70
4.45
3.70
3.703.95
3.50
3.95
3.70
60m TAPER
4.45
3.70
3.953.70
7.65
7.65
3.95
3.0m MULTI-USE TRAIL
7.653.0m MULTI-USE TRAIL
RELOCATED BUS STOP 2968
CLOSE EXISTING ACCESS
6.0
50m BAY
6.0
6.0
CLOSE EXISTING ACCESS
PROPOSED JOINT ACCESS
7.653.0m MULTI-
R60
R60
R35
R60
R60
R35
R60
R60
R60
R35
60m TAPER
60m TAPER
50m TAPER85m BAY
EX. TAPER
RELOCATED BUS STOP 2309
3.50
USE TRAIL
25:1 TAPER
3.7
0
3.5
53
.30
4.2
04
.20
REMOVEEXISTING WALK
REMOVE EXISTING WALK
6.0
4.20
R35
RIGHT OUT ACCESSGRADES TO BE EVALUATED;
150m BAY4.45
60m TAPER
7.657.65
3.5
54
.20
RELOCATEDFENCE LINE
R1000
R1000
SEE NOTE #3)(SEE NOTE #3)
(CROSS LOT AGREEMENT REQ'DPROPOSED JOINT ACCESS(CROSS LOT AGREEMENTREQ'D; SEE NOTE #3)
50m BAY 3.5540m TAPER 105m BAY
50m TAPER
PROPOSED FIREHALL ACCESS(SEE NOTE #3)
RELOCATED BUSSTOP 2774
3.50
EXISTING 50th STREET
53
AV
E
59 ST
59 ST
50 ST
48 ST
74
AV
E
50 ST
68
AV
E6
8 A
VE
ELENIA
K RD
72
AV
E
52 ST
50 ST
44A ST
76 A
VE
54 ST
59
AV
E
72
A A
VE
56 AVE
52
AV
E
55
AV
E
67
AV
E
59 ST
51
AV
E
54 ST
ROPER RD
76
AV
E SHERW
OO
D PK
FWY
MO
RRIS ROAD
CP RAIL
50 ST
WH
YTE (82) A
VE
46 STREET
84
AV
E
90 AVE
90
A A
VE
WH
ITEM
UD
DR
WH
ITEM
UD
DR
CN
SPUR LIN
E
49 ST
7.65
3.004.453.95 0.653.00 3.953.704.45
3.0m MULTI-USE TRAIL
12.10
2.0% 2.0%
2.5% 2.5%
PROPOSEDEAST
PROPERTYLINE
4.78
7.65
EXISTINGWEST
PROPERTYLINE
EXISTINGEAST
PROPERTYLINE
3.70
4.50 12.10
37.25
NOT TO SCALEB-B SECTION 50TH STREET - STA 1+305
EXISTINGPOWER
POLE
RELOCATEDLIGHT
STANDARD
RELOCATEDLIGHTSTANDARD
PROPOSEDWEST
PROPERTYLINE
2.15
1.97
EX. WATEREX. U/GELEC. EX. TV EX. GASEX.
TELEPHONEEX. U/GELEC.
EX.SANITARY
EX. STORM
EXISTINGLIGHT
STANDARD
EXISTINGPOWERPOLE
EXISTINGLIGHT
STANDARD
1.00 1.00
1.5m WALKIF NECESSARY, GRADING ON PRIVATE PROPERTY TO BEDETERMINED AT PRELIMINARY STAGE OF DESIGN
EXISTING 50th STREET PROFILE
672
676
680
684
688
692
696
700
672
676
680
684
688
692
696
700
0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400
+2.40%
-0.65%
-2.50%
50 STREET
DESIGN SPEED POSTED SPEED
70 km/h 60 km/h
SUITE 200, 10345 - 105th STREETEDMONTON, AB, CANADA T5J 1E8Tel. 780.430.4041Fax. 780.435.3538www.urban-systems.com
Client/Project
Date
Title/Station Range
Client/Project
FigureDateScale
STA 0+700.00 TO STA 1+400.00WHITEMUD DR TO 90th AVENUE
R-02JULY 20101:1000
50TH STREET ROADWAY CONCEPT DESIGN 1CITY OF EDMONTON
50TH STREET CONCEPTUAL DESIGN
N.T.S.
B
B
Scale: 1:1000 (Horiz) 1:200 (Vert)
Transportation Legend:
Proposed R.O.W.
Existing Traffic Signal
Proposed Asphalt Resurfacing
Existing WalkProposed Curb & GutterDirectional Arrows Only
Proposed Pavement Markings Manager, Transportation Planning
Director, Facility and Capital Planning
Director, Development Planning and Engineering
Proposed Asphalt WideningNotes:
1. All existing data displayed on this planwas taken form city as-builts and fieldinspected.
2. Typical sections are based upon Cityof Edmonton Guidelines.
Proposed Asphalt M.U.T.
Director, Sustainable Transportation
Existing Conc. Median
Manager, Transportation Operations
Proposed Landscaped Area
3. Prop. access locations, widths andoverall design to be confirmed at theredevelopment and preliminary stage.
Existing R.O.W.
4. All existing accesses "to be closed"shall also be removed.
Proposed Traffic SignalP
Prop. Conc. Walk/Pad/Median
Surplus R.O.W.
Proposed AccessPERMIT TO PRACTICE
SUBJECT TO PRELIMINARY DESIGN
1. EXISTING PROFILE IS BASED ON EXISTING CITYOF EDMONTON CONTOUR SEPTEMBER 2008;
2. VERTICAL CURVE INFORMATION TO BECONFIRMED AT PRELIMINARY STAGE.
VERTICAL PROFILE NOTES:
ELE
NIA
K RO
AD
68
AV
ENU
E
67
AV
ENU
E
50 STREET 50 STREET
68
AV
ENU
E
REMOVE EXISTINGSERVICE ROAD
LIMIT OF PROJECT
LIMIT OF PROJECT
LIMIT OF PROJECT
LIMIT OF PROJECT
ELE
NIA
K RO
AD
RELOCATED FENCE LINE
CLOSE EXISTING ACCESS
R400
3.70 4.45
3.70
3.703.553.95
4.45
3.703.954.20
3.703.553.95
3.70
4.45
60m TAPER
3.70
3.95
RELOCATED BUS STOP 2008
RELOCATED BUS STOP 2970
7.65
RELOCATED
R15
R15
R15
R1550m BAY
RECONFIGURE EXISTING ACCESS
R15
RELOCATED BUS STOP 2819
RELOCATED BUS STOP 2500
7.65
VARIESVARIES
7.654.453.703.95
3.703.704.45
3.95
3.70
3.55
BUS STOP 2979
40m BAYEX. TAPEREX. TAPER
50m BAY EX. TAPER 65m BAY
7.00
5.0
03
.55
7.0
0REMOVE EXISTING WALK
R15
REMOVE EXISTING WALK & PAD
TIE TO EXISTING WALK
EXISTING WALK TO REMAIN
3.70
3.70
3.70
3.95
60m TAPER
3.55
4.45
3.0m MULTI-USE TRAILR15
30m BAY7.65
60m BAY
7.65
RELOCATED ACCESS
4.20R1545m TAPER
25m BAY
3.95
CLOSE EXISTING ACCESS
(SEE NOTE #3)
REMOVE
EXISTING ACCESSTO REMAIN
EXISTINGWALK
VARIESR15
3.703.95
4.45
R57.65
R5
3.55 60m TAPER
PAVEMENTREMOVAL
4.6
7.0
PROPOSED ACCESS
R15
R15
(SEE NOTE #3)
3.0m MULTI-USE TRAIL3.0m MULTI-USE TRAIL
30m BAY
EXISTING 50th STREET
53 A
VE
59 ST
59 ST
50 ST
48 ST
74 A
VE
50 ST
68 A
VE
68 A
VE
ELENIAK RD
72 A
VE
52 ST
50 ST
44A ST
76 A
VE
54 ST
59 A
VE
72
A A
VE
56 AV
E
52 A
VE
55 A
VE
67 A
VE
59 ST
51 A
VE
54 ST
RO
PER RD
76 A
VE SH
ERW
OO
D PK FW
Y
MO
RRIS ROAD
CP RAIL
50 ST
WH
YTE (82) AV
E
46 STREET
84 A
VE
90 AV
E
90A
AV
E
WH
ITEM
UD
DR
WH
ITEM
UD
DR
CN
SPUR LIN
E
49 ST
7.65
3.004.453.703.703.55 0.65
1.27.65
3.00 3.953.704.45
3.0m MULTI-USE TRAIL
15.4012.10
2.0% 2.0%
2.5% 2.5%
PROPOSEDWEST
PROPERTYLINE
PROPOSEDEAST
PROPERTYLINE
9.00
EXISTINGWEST
PROPERTYLINE
EXISTINGEAST
PROPERTYLINE
33.50 1.50
NOT TO SCALEC-C SECTION 50TH STREET - STA 1+425
RELOCATEDPOWER
POLE
RELOCATEDLIGHTSTANDARD
2.15
RELOCATEDPOWER
POLE
EX.SANITARY
EX.WATER
EX.WATER EX. TV EX. U/G
ELEC.EX. PROP.GAS
EX.WATER
GAS
EXISTINGLIGHT
STANDARD
EXISTINGPOWER
POLE
EXISTINGLIGHT
STANDARD
EXISTINGPOWERPOLE
RELOCATEDLIGHTSTANDARD
1.00 1.00
1.5m WALK
IF NECESSARY, GRADING ON PRIVATE PROPERTY TO BEDETERMINED AT PRELIMINARY STAGE OF DESIGN
EXISTING 50th STREET PROFILE
672
676
680
684
688
692
696
700
672
676
680
684
688
692
696
700
1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100
+0.70%
-1.78%
50 STREET
DESIGN SPEED POSTED SPEED
70 km/h 60 km/h
SUITE 200, 10345 - 105th STREETEDMONTON, AB, CANADA T5J 1E8Tel. 780.430.4041Fax. 780.435.3538www.urban-systems.com
Client/Project
Date
Title/Station Range
Client/Project
FigureDateScale
STA 1+400.00 TO STA 2+100.00WHITEMUD DR TO 90th AVENUE
R-03MARCH 20101:1000
50TH STREET ROADWAY CONCEPT DESIGN 1CITY OF EDMONTON
50TH STREET CONCEPTUAL DESIGN
N.T.S.
C
C
Scale: 1:1000 (Horiz) 1:200 (Vert)
Transportation Legend:
Proposed R.O.W.
Existing Traffic Signal
Proposed Asphalt Resurfacing
Existing WalkProposed Curb & GutterDirectional Arrows Only
Proposed Pavement Markings Manager, Transportation Planning
Director, Facility and Capital Planning
Director, Development Planning and Engineering
Proposed Asphalt WideningNotes:
1. All existing data displayed on this planwas taken form city as-builts and fieldinspected.
2. Typical sections are based upon Cityof Edmonton Guidelines.
Proposed Asphalt M.U.T.
Director, Sustainable Transportation
Existing Conc. Median
Manager, Transportation Operations
Proposed Landscaped Area
3. Prop. access locations, widths andoverall design to be confirmed at theredevelopment and preliminary stage.
Existing R.O.W.
4. All existing accesses "to be closed"shall also be removed.
Proposed Traffic SignalP
Prop. Conc. Walk/Pad/Median
Surplus R.O.W.
Proposed AccessPERMIT TO PRACTICE
1. EXISTING PROFILE IS BASED ON EXISTING CITY OFEDMONTON CONTOUR SEPTEMBER 2008
2. VERTICAL CURVE INFORMATION TO BECONFIRMED AT PRELIMINARY STAGE
VERTICAL PROFILE NOTES:
SUBJECT TO PRELIMINARY DESIGN
52 STREET
CN
SPUR
LINE
50 STREET
72 AV
EN
UE
P
50 STREET
74 AV
EN
UE
CLOSE EXISTINGACCESSES
75 AV
EN
UE
LIMIT OF PROJECT
LIMIT OF PROJECT
LIMIT OF PROJECTLIMIT OF PROJECT
PROPOSEDCURBLINE WALK
PROPOSED WALKTRANSITION
CLOSEEXISTINGACCESSES
PROPOSED JOINT ACCESS
4.45
3.70
3.70
3.95
4.457.6560m TAPER
60m TAPER
3.95
RELOCATED
3.0m MULTI-USE TRAIL7.65
50m BAY
CLOSE EXISTING ACCESSBUS STOP 2918
CLOSE MEDIAN
60m TAPER
60m TAPER
OPENING
4.20
3.70
3.70
3.553.70
3.95
4.457.65
RELOCATED BUS STOP 2147
7.653.0m MULTI-USE TRAIL
R15
R15
60m BAY
R15R15
3.9570m BAY
(CROSS LOT AGREEMENT
3.70
4.45
3.70
3.70
3.553.95
4.45
3.70
3.70
4.20
5.50
3.703.553.953.70
4.45
5.50
3.9560m TAPER3.70
3.954.20
3.0m MULTI-USE TRAIL
60m TAPER
7.65
50m BAY
R15
50m BAY
120m BAY
7.65
CLOSE EXISTING
CLOSE EXISTING ACCESS
5.50
60m TAPER
3.95
ACCESSES
40m BAY
3.95
(CROSS LOT AGREEMENTREQ'D; SEE NOTE #3)
7.65
RELOCATED FENCE LINE
3.0m MULTI-USE TRAIL
4.45
R15 R15 R15
PROPOSED JOINT ACCESS
50m BAY
RELOCATEDBUS STOP 2598
REQ'D; SEE NOTE #3) CLOSE EXISTING ACCESS
PROPOSED JOINT ACCESS(CROSS LOT AGREEMENTREQ'D; SEE NOTE #3)
3.703.70
4.203.95
3.55
3.703.703.55
4.457.65
PROPOSED JOINT ACCESS(CROSS LOT AGREEMENT
REQ'D; SEE NOTE #3)
3.0m MULTI-USE TRAIL
EXISTING 50th STREET
7.65
3.004.453.703.95 0.65
7.65
3.00 3.953.704.45
3.0m MULTI-USE TRAIL
12.10
2.0% 2.0%
2.5% 2.5%
PROPOSEDWEST
PROPERTYLINE
PROPOSEDEAST
PROPERTYLINE
EXISTINGWEST
PROPERTYLINE
EXISTINGEAST
PROPERTYLINE
5.20
12.104.50
11.50 38.80
NOT TO SCALED-D SECTION 50TH STREET - STA 2+250
RELOCATEDPOWER
POLE
RELOCATEDPOWER
POLE
RELOCATEDLIGHT
STANDARD
2.15
EX.SANITARY EX.
TELEPHONE
EX.WATER
EX.WATER
EX. U/GELEC.
EX.TV
PROP. STORMLEAD
EXISTINGLIGHT
STANDARD
EXISTINGPOWER
POLE
EXISTINGLIGHT
STANDARD
EXISTINGPOWERPOLE
RELOCATEDLIGHT
STANDARD
1.00 1.00
1.5m WALK
IF NECESSARY, GRADING ON PRIVATE PROPERTY TO BEDETERMINED AT PRELIMINARY STAGE OF DESIGN
SURPLUS R.O.W.
53 A
VE
59 ST
59 ST
50 ST
48 ST
74 A
VE
50 ST
68 A
VE
68 A
VE
ELENIAK RD
72 A
VE
52 ST
50 ST
44A ST
76 A
VE
54 ST
59 A
VE
72
A A
VE
56 AV
E
52 A
VE
55 A
VE
67 A
VE
59 ST
51 A
VE
54 ST
RO
PER RD
76 A
VE SH
ERW
OO
D PK FW
Y
MO
RRIS ROAD
CP RAIL
50 ST
WH
YTE (82) AV
E
46 STREET
84 A
VE
90 AV
E
90A
AV
E
WH
ITEM
UD
DR
WH
ITEM
UD
DR
CN
SPUR LIN
E
49 ST
50 STREET
DESIGN SPEED POSTED SPEED
70 km/h 60 km/h
EXISTING 50th STREET PROFILE
664
668
672
676
680
684
688
692
664
668
672
676
680
684
688
692
2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800
-0.60%
SUITE 200, 10345 - 105th STREETEDMONTON, AB, CANADA T5J 1E8Tel. 780.430.4041Fax. 780.435.3538www.urban-systems.com
Client/Project
Date
Title/Station Range
Client/Project
FigureDateScale
STA 2+100.00 TO STA 2+800.00WHITEMUD DR TO 90th AVENUE
R-04MARCH 20101:1000
50TH STREET ROADWAY CONCEPT DESIGN 1CITY OF EDMONTON
50TH STREET CONCEPTUAL DESIGN
N.T.S.
D
D
Scale: 1:1000 (Horiz) 1:200 (Vert)
Transportation Legend:
Proposed R.O.W.
Existing Traffic Signal
Proposed Asphalt Resurfacing
Existing WalkProposed Curb & GutterDirectional Arrows Only
Proposed Pavement Markings Manager, Transportation Planning
Director, Facility and Capital Planning
Director, Development Planning and Engineering
Proposed Asphalt WideningNotes:
1. All existing data displayed on this planwas taken form city as-builts and fieldinspected.
2. Typical sections are based upon Cityof Edmonton Guidelines.
Proposed Asphalt M.U.T.
Director, Sustainable Transportation
Existing Conc. Median
Manager, Transportation Operations
Proposed Landscaped Area
3. Prop. access locations, widths andoverall design to be confirmed at theredevelopment and preliminary stage.
Existing R.O.W.
4. All existing accesses "to be closed"shall also be removed.
Proposed Traffic SignalP
Prop. Conc. Walk/Pad/Median
Surplus R.O.W.
Proposed AccessPERMIT TO PRACTICE
SUBJECT TO PRELIMINARY DESIGN
1. EXISTING PROFILE IS BASED ON EXISTING CITYOF EDMONTON CONTOUR SEPTEMBER 2008;
2. VERTICAL CURVE INFORMATION TO BECONFIRMED AT PRELIMINARY STAGE.
VERTICAL PROFILE NOTES:
SHERW
OO
D PA
RK FREEWA
Y
50 STREET50 STREET
MORRIS ROAD
BUS STOP 2139
RELOCATED BUSSTOP 2331
EXISTING BRIDGE TO BE WIDENED;FUTURE INSPECTION REQUIRED;DETAILS TO BE ADDRESSEDDURING PRELMINARY DESIGN
49 ST.
76
AV
ENU
E
CLOSE EXISTING ACCESSES &CONSTRUCT PROPOSED JOINT ACCESS(CROSS LOT AGREEMENT REQ'D;SEE NOTE #3)
LIMIT OF PROJECT
LIMIT OF PROJECT
LIMIT OF PROJECT
LIMIT OF PROJECT
LIMIT OF PROJECT
LIMIT OF PROJECT
PROPOSED ROAD WIDENING BETWEEN SHERWOOD PARKFREEWAY AND 90TH AVENUE IS SUBJECT TO GRADESEPARATION REQUIREMENTS FOR THE CPR LINE. REFER TOTHE GRADE SEPARATION/CP RAIL CONCEPT DRAWINGS,GS01 & GS02 AND/OR THE "50 STREET RAILWAY GRADESEPARATION CONCEPTUAL PLANNING REPORT, 2009", BYISL FOR THE RECOMMENDED GRADE SEPARATIONCONFIGURATION, CONCEPTUAL VERTICAL ROADWAYDESIGN, ACCESS MODIFICATIONS AND 82ND AVENUECONNECTION TO 50TH STREET MODIFICATIONS.
CP RAIL LINE
RELOCATEDBUS STOP 2239
SIGN STRUCTURE AND PANELS
4.453.70
R5
3.703.553.553.703.70
4.203.703.703.55
3.553.703.704.203.95
4.203.70
3.553.70
3.95
3.70VARIES
EX. TAPER
60m TAPER
70m BAYEX. TAPER
65m BAY
40m BAY
EX. TAPER
EX. TAPER
20m BAY
7.65
4.003.0m MULTI-USE TRAILR5
R5
5.0 MIN.
5.0
MIN
.
4.4
54
.45
4.0
04
.00
R5
R54
.00
4.0
0
4.4
54
.45
5.0
MIN
.
R35
R25 R8
TO BE RELOCATED
(NUMBER TO BE ASSIGNEDPROPOSED BUS STOP
BY ETS)
R100
40m TAPER
EX. TAPER
40m TAPER
R5 3.95
4.454.45
R5
R5
R25
20m BAY
RELOCATEDBUS STOP 2802
3.70
3.70
3.55
3.95
3.70
4.45 3.70
3.55
3.70
4.20
3.70
60m TAPER
3.95
BUS STOP 2362
5.0 MIN.
5.0
MIN
.
5.0
MIN
.5.0 MIN.
CLOSE EXISTING ACCESS
TAPER
3.9
5
3.5
53
.70
4.0
03
.50
R25
40m BAY
4.0
0R25
4.2
0
80m BAY
RELOCATED
7.65
REMOVE EXISTING WALK
R25
R1007.65
4.203.95
3.0m MULTI-USE TRAIL R1007.65
R3535m BAY 3.95
R100
R25 7.65
3.704.20
R200R2
00
3.0m MULTI-USE TRAIL
50m TAPER
7.657.65
PROPOSED BUS STOP
BY ETS)(NUMBER TO BE ASSIGNED
EX. TAPER
60m TAPER 3.554.203.704.45
50m BAY
(PROTECTION IS REQUIRED)
RELOCATED FENCE LINE
CLOSE EXISTING ACCESS
30m BAY
R12
3.704.45
R12
PAVEMENTREMOVAL
PAVEMENT REMOVAL R100
PAVEMENT REMOVAL
R25
PAVEMENTREMOVAL
LANE WIDTHS BETWEENSTA. 3+325 TO STA. 3+920TO BE RECONFIRMED ATPRELIMINARY DESIGN STAGE.
VARIES
5.0 MIN.
R100
3.0m MULTIUSE TRAIL
EXISTING 50th STREET
53 A
VE
59 ST
59 ST
50 ST
48 ST
74 A
VE
50 ST
68 A
VE
68 A
VE
ELENIAK RD
72 A
VE
52 ST
50 ST
44A ST
76 A
VE
54 ST
59 A
VE
72
A A
VE
56 AV
E
52 A
VE
55 A
VE
67 A
VE
59 ST
51 A
VE
54 ST
RO
PER RD
76 A
VE SH
ERW
OO
D PK FW
Y
MO
RRIS ROAD
CP RAIL
50 ST
WH
YTE (82) AV
E
46 STREET
84 A
VE
90 AV
E
90A
AV
E
WH
ITEM
UD
DR
WH
ITEM
UD
DR
CN
SPUR LIN
E
49 ST
3.00 4.45 3.70 VARIES 3.55
2.80
3.004.20 3.70 4.45
3.0m MULTI-USE TRAIL
12.10 15.40
2.0%2.0%
2.5%2.5%
VARIES
NOT TO SCALEE-E SECTION 50TH STREET - STA 3+470
EXISTINGEAST
PROPERTYLINE
EXISTINGWEST
PROPERTYLINE
11.004.45
RELOCATEDPOWER
POLE
RELOCATEDPOWER
POLE
EX. U/GELEC.
EX.GAS & TV
EX. U/GELEC.
EX. GASEX.WATER
EX.STORM
EXISTINGLIGHT
STANDARD
EXISTINGPOWER
POLE
EXISTINGLIGHT
STANDARD
EXISTINGPOWERPOLE
RELOCATEDLIGHTSTANDARD
RELOCATEDLIGHT
STANDARD
1.00 1.00
1.5m WALK
IF NECESSARY, GRADING ON PRIVATE PROPERTY TO BEDETERMINED AT PRELIMINARY STAGE OF DESIGN
SURPLUS R.O.W. MORRIS ROAD7.65 22.15 3.40
EXISTING 50th STREET PROFILE
660
664
668
672
676
680
684
688
660
664
668
672
676
680
684
688
2+800 2+900 3+000 3+100 3+200 3+300 3+400 3+500
-0.60%
-2.55%+0.55%
50 STREET
DESIGN SPEED POSTED SPEED
70 km/h 60 km/h
SUITE 200, 10345 - 105th STREETEDMONTON, AB, CANADA T5J 1E8Tel. 780.430.4041Fax. 780.435.3538www.urban-systems.com
Client/Project
Date
Title/Station Range
Client/Project
FigureDateScale
STA 2+800.00 TO STA 3+500.00WHITEMUD DR TO 90th AVENUE
R-05MARCH 20101:1000
50TH STREET ROADWAY CONCEPT DESIGN 1CITY OF EDMONTON
50TH STREET CONCEPTUAL DESIGN
N.T.S.
E
E
Scale: 1:1000 (Horiz) 1:200 (Vert)
Transportation Legend:
Proposed R.O.W.
Existing Traffic Signal
Proposed Asphalt Resurfacing
Existing WalkProposed Curb & GutterDirectional Arrows Only
Proposed Pavement Markings Manager, Transportation Planning
Director, Facility and Capital Planning
Director, Development Planning and Engineering
Proposed Asphalt WideningNotes:
1. All existing data displayed on this planwas taken form city as-builts and fieldinspected.
2. Typical sections are based upon Cityof Edmonton Guidelines.
Proposed Asphalt M.U.T.
Director, Sustainable Transportation
Existing Conc. Median
Manager, Transportation Operations
Proposed Landscaped Area
3. Prop. access locations, widths andoverall design to be confirmed at theredevelopment and preliminary stage.
Existing R.O.W.
4. All existing accesses "to be closed"shall also be removed.
Proposed Traffic SignalP
Prop. Conc. Walk/Pad/Median
Surplus R.O.W.
Proposed AccessPERMIT TO PRACTICE
SUBJECT TO PRELIMINARY DESIGN
1. EXISTING PROFILE IS BASED ON EXISTING CITYOF EDMONTON CONTOUR SEPTEMBER 2008;
2. VERTICAL CURVE INFORMATION TO BECONFIRMED AT PRELIMINARY STAGE.
VERTICAL PROFILE NOTES:
3.00 4.45 3.70 3.95 4.20
VARIES
3.003.95 3.70 4.45
3.0m MULTI-USE TRAIL
VARIES 12.10
2.0%2.0%
2.5%2.5%
78.00
NOT TO SCALEF-F SECTION 50TH STREET - STA 3+745
EXISTINGEAST
PROPERTYLINE
EXISTINGWEST
PROPERTYLINE
11.75
RELOCATEDLIGHT
STANDARD
11.3 AND VARIES
EX.TV
EX. U/GELEC.
EX.STORMEX. GAS EX.
TELEPHONEEX. U/GELEC.
EX.WATER
EX.STORM
EX.TELEPHONE
EX. U/GELEC.
EX.TELEPHONE
EX.GAS
EXISTINGLIGHT
STANDARD
EXISTINGPOWERPOLE
EXISTINGLIGHT
STANDARD
RELOCATEDLIGHTSTANDARD
RELOCATEDPOWER
POLE
1.00 1.00
1.5m WALKIF NECESSARY, GRADING ON PRIVATEPROPERTY TO BE DETERMINED ATPRELIMINARY STAGE OF DESIGN
SURPLUS R.O.W.
7.65 9.50
3:1
PROPOSEDEAST
PROPERTYLINE
8.00 1.00SERVICE ROAD
VARIES
VA
RIE
S
SLAB-ON MEDIAN
50 STREET
82 AV
ENU
E
84 AV
EN
UE 90
AV
ENU
E
50 STREET
90A
AV
E
CP RAIL LINE
LIMIT OF PROJECT
LIMIT OF PROJECT LIMIT OF PROJECT
LIMIT OF PROJECT
LIMIT OF PROJECT
LIM
IT O
F PR
OJE
CT
8.0m SERVICE ROAD
PROPOSED MID-BLOCK CROSSING(DUE TO CP RAIL CROSSING, THESPECIFIC LOCATION TO BEDETERMINED AT THE PRELIMINARYDESIGN STAGE)
50m BAY
PROPOSED ROAD WIDENING BETWEEN SHERWOOD PARKFREEWAY AND 90TH AVENUE IS SUBJECT TO GRADESEPARATION REQUIREMENTS FOR THE CPR LINE. REFER TOTHE GRADE SEPARATION/CP RAIL CONCEPT DRAWINGS,GS01 & GS02 AND/OR THE "50 STREET RAILWAY GRADESEPARATION CONCEPTUAL PLANNING REPORT, 2009", BYISL FOR THE RECOMMENDED GRADE SEPARATIONCONFIGURATION, CONCEPTUAL VERTICAL ROADWAYDESIGN, ACCESS MODIFICATIONS AND 82ND AVENUECONNECTION TO 50TH STREET MODIFICATIONS.
BUS STOP 2194
4.203.704.45
3.95
6.00
4.20
3.30
3.95
4.45
60m TAPER
30m TAPER
40m BAY
R25
CLOSE EX. ACCESS
RELOCATED
RELOCATED
3.30
3.95
4.25
R15
R15
3.0m MULTI-USE TRAIL 3.0m MULTI-USE TRAIL
R15 R15
4.453.70
3.704.45
R15
4.203.95
3.954.45
BUS STOP 2783
PROPOSED BUS STOP(NUMBER TO BE ASSIGNEDBY ETS)
PROPOSED BUS STOP(NUMBER TO BE ASSIGNEDBY ETS)
3.554.203.70
90m BAY
4.45
3.553.703.70
4.20
3.95
EXISTING ACCESSESTO REMAIN
30:1 TAPER
4.003.70
4.20 4.20
LANE WIDTHS BETWEENSTA. 3+325 TO STA. 3+920TO BE RECONFIRMED ATPRELIMINARY DESIGN STAGE.
7.65
POSSIBLE CLOSE EXISTING ACCESS
POSSIBLE RELOCATED ACCESS
3.95
4.453.703.95
4.453.70VARIES
4.453.703.95
60m TA
PER
3.95
R11
R1
R11
R5
6.00
REMOVE EXISTING SIDEWALKAND BUS STOP 2135
REMOVE EXISTINGPAVEMENT
3.953.704.45
R3
R11
R12
R14
PROPOSED TURN-AROUND
REMOVE EXISTING SERVICE ROAD
(DIRECTLY ACROSS FROM EX.ACCESS TO NORTH)
40m BAY
R11
R18
R1560m TAPER
7.65
4.204.00
3.954.45
EX.
30m TAPER60m BAY
4.45 3.
753.
75
6.00
3.95
4.20
R400
3.954.
20
EX.
EX.
60m BAY
R20
R60
R60
R35
RELOCATED ACCESS TO 84 AVENUE
RELOCATE SERVICEROAD ACCESSES(SEE NOTE #3)
30:1 TAPER4.45
PROPOSED RELOCATEDSERVICE ROAD ACCESS(SEE NOTE #3)
EXISTING 50th STREET
53
AV
E
59 ST
59 ST
50 ST
48 ST
74
AV
E
50 ST
68
AV
E6
8 A
VE
ELENIA
K RD
72
AV
E
52 ST
50 ST
44A ST
76 A
VE
54 ST
59
AV
E
72
A A
VE
56 AVE
52
AV
E
55
AV
E
67
AV
E
59 ST
51
AV
E
54 ST
ROPER RD
76
AV
E SHERW
OO
D PK
FWY
MO
RRIS ROAD
CP RAIL
50 ST
WH
YTE (82) A
VE
46 STREET
84
AV
E
90 AVE
90
A A
VE
WH
ITEM
UD
DR
WH
ITEM
UD
DR
CN
SPUR LIN
E
49 ST
-1.84%
-0.60%
660
664
668
672
676
680
684
688
660
664
668
672
676
680
684
688
3+500 3+600 3+700 3+800 3+900 4+000 4+061.63
-1.84%
-0.60%
50 STREET
DESIGN SPEED POSTED SPEED
70 km/h 60 km/h
SUITE 200, 10345 - 105th STREETEDMONTON, AB, CANADA T5J 1E8Tel. 780.430.4041Fax. 780.435.3538www.urban-systems.com
Client/Project
Date
Title/Station Range
Client/Project
FigureDateScale
STA 3+500.00 TO STA 4+180.40WHITEMUD DR TO 90th AVENUE
R-06OCTOBER 20101:1000
50TH STREET ROADWAY CONCEPT DESIGN 1CITY OF EDMONTON
50TH STREET CONCEPTUAL DESIGN
N.T.S.
F
F
Scale: 1:1000 (Horiz) 1:200 (Vert)
Transportation Legend:
Proposed R.O.W.
Existing Traffic Signal
Proposed Asphalt Resurfacing
Existing WalkProposed Curb & GutterDirectional Arrows Only
Proposed Pavement Markings Manager, Transportation Planning
Director, Facility and Capital Planning
Director, Development Planning and Engineering
Proposed Asphalt WideningNotes:
1. All existing data displayed on this planwas taken form city as-builts and fieldinspected.
2. Typical sections are based upon Cityof Edmonton Guidelines.
Proposed Asphalt M.U.T.
Director, Sustainable Transportation
Existing Conc. MedianProposed Landscaped Area
3. Prop. access locations, widths andoverall design to be confirmed at theredevelopment and preliminary stage.
Existing R.O.W.
4. All existing accesses "to be closed"shall also be removed.
Proposed Traffic SignalP
Prop. Conc. Walk/Pad/Median
Surplus R.O.W.
Proposed AccessPERMIT TO PRACTICE
SUBJECT TO PRELIMINARY DESIGN
1. EXISTING PROFILE IS BASED ON EXISTING CITYOF EDMONTON CONTOUR SEPTEMBER 2008;
2. VERTICAL CURVE INFORMATION TO BECONFIRMED AT PRELIMINARY STAGE.
VERTICAL PROFILE NOTES: