SPEED RIVER WETLAND BOUNDARY - City of Guelphguelph.ca/wp-content/uploads/PreliminaryTrail... · c'...
11
C' C A' A SPE SPEED RIVER C' C SPEED RIVER WETLAND BOUNDARY WETLAND BOUNDARY LP1 Project: KEY MAP FILEPATH: S:\A+A PROJECTS\2015\15-123A SPEEDVALE UNDERPASS EIS\CAD\AA CAD\PRELIMINARYTRAIL OPTIONS 2017-05-12.DWG CTB: ABOUD2007.ctb PLOTTED:12-May-17 1:49 PM LEGEND: Drawing No: Title: No. Description Date By 0 12 JUL-16 EE REVISIONS: All previous issues of this drawing are superceded Date: APRIL 2016 Scale: 1: Project: AA15-123A Designer: MN Checked: MN Drawn: EE INFORMATION SOURCES 1. Topographic Survey dated December 9, 2015 obtained from Van Harten Surveying Inc. SPEEDVALE BRIDGE UNDERPASS & MULTI-USE TRAIL LINKAGE PROJECT CITY OF GUELPH EDGE OF CLEAR ZONE EDGE OF TRAIL TRAIL CENTRE LINE APPROXIMATE LIMIT OF GRADING OPTION 1 OPTION 2 OPTION 3 OPTION 4 1 11 MAY-17 MGN 1000
Transcript of SPEED RIVER WETLAND BOUNDARY - City of Guelphguelph.ca/wp-content/uploads/PreliminaryTrail... · c'...
C'
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WETLAND BOUNDARY
WETLAND BOUNDARY
LP1
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KEY MAP
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LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 1
OPTION 2
OPTION 3
OPTION 4
1 11 MAY-17MGN
1000
C'
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SP
EE
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NORTH SIDE - OVERVIEW
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LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 1
OPTION 2
1 11 MAY-17MGN
400
EXISTING FLOODWALL/RETAINING WALL TO REMAIN
PROPERTY BOUNDARY
PROPERTY BOUNDARY
322.79
C'
C
323.95
0+000
0+010
0+020
0+030
0+040
0+050
0+060
0+070
0+080
324.19
0+090
324.16
0+100
324.27
324.33
0+110
0+120
0+130
0+140
0+150
0+160
0+170
0+180
0+190
0+200
0+210
0+220
0+230
0+240
0+250
0+260
323.63
0+270
0+280
0+290
0+300
324.22
SP
EE
D R
IVE
R
323.53
323.58
323.90
324.28
324.28
324.25
324.22
324.17
324.14
324.11
323.16
323.21
322.79
322.79
324.30
324.33
324.06
323.94
324.11
324.06
324.00
323.87
323.91
323.61
323.86
323.79
323.74
323.71
323.69
323.62
323.61
323.62
323.84
323.59
324.11
324.05
323.99
323.96
323.92
323.91
323.79
323.74
323.76
323.67
323.67
323.66
323.66
323.63
324.00
324.28
324.28
324.35
324.32
324.27
324.24
TW325.50
TW325.50
TW325.50
325.00 (MATCH)
TW325.00
TW326.00
TW325.50
TW325.50
TW325.50
TW326.50
TW326.50
TW326.50
TW326.50
TW325.00
TW325.00
TW325.00
TW324.50
TW324.50
324.95(MATCH)
324.70 (MATCH)
324.65(MATCH)
324.03
324.43
324.83
325.23
325.63
326.03
326.43
326.48
326.08
325.68
325.28
324.88
324.48
324.07
323.67
323.64
TW324.50
C'
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SP
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325.63
326.03
326.43
326.48
326.08
325.68
325.28
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LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 1
1 11 MAY-17MGN
400
LIMIT OF GRADING AT BRIDGE AND SPEEDVALE
AVENUE TO BE COORDINATED DURING BRIDGE,
ROAD AND TRAIL DETAILED DESIGN
PROPOSED ASPHALT TRAIL SURFACE
PROPOSED BOARDWALK SURFACE
EXISTING FLOODWALL/RETAINING WALL TO REMAIN
PROPOSED RETAINING/SEATWALL
APPROXIMATE LIMIT OF GRADING
PROPERTY BOUNDARY
PROPERTY BOUNDARY
C'
C
SP
EE
D R
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R
C'
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SP
EE
D R
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322.79
323.95
0+000
0+010
0+020
0+030
0+040
0+050
0+060
0+070
0+080
324.80
0+090
325.00
0+100
324.40
324.33
0+110
0+120
0+130
0+140
0+150
0+160
0+170
0+180
0+190
0+200
0+210
0+220
0+230
0+240
0+250
0+260
324.60
323.53
323.58
323.90
324.28
324.28
324.25
324.40
324.60
324.80
325.00
323.16
323.21
322.79
322.79
324.30
324.25
325.20
325.20
325.40
325.60
325.80
326.00
326.00
326.00
326.30
326.00
326.00
326.00
326.00
326.00
326.00
326.00
326.00
325.40
325.60
325.80
326.00
326.00
326.60
326.30
326.00
326.00
326.00
326.00
326.00
326.00
326.00
323.26
323.63
324.00
326.00
326.00
326.00
326.00
326.00
326.00
326.00
326.00
326.00
326.00
326.00
326.19
326.19
326.39
326.59
326.59
0+270
0+280
0+290
0+300
0+310
0+320
0+340
326.19
326.19
326.39
326.59
326.59
0+320
0+340
LP4
NORTH SIDE - OPTION 2
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LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 2
1 11 MAY-17MGN
400
MA
TC
HL
IN
E - S
EE
B
EL
OW
MA
TC
HL
IN
E - S
EE
A
BO
VE
LIMIT OF GRADING AT WITH BRIDGE AND
SPEEDVALE AVENUE TO BE COORDINATED
DURING BRIDGE/ROAD/TRAIL DETAILED DESIGN
PROPOSED ASPHALT TRAIL SURFACE
PROPOSED BOARDWALK SURFACE
EXISTING FLOODWALL/RETAINING WALL TO REMAIN
PROPERTY BOUNDARY
PROPERTY BOUNDARY
A'
A
S
P
E
E
D
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IV
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WETLAND BOUNDARY
WETLAND BOUNDARY
LP5
SOUTH SIDE - OVERVIEW
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LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 1
OPTION 2
OPTION 3
OPTION 4
1 11 MAY-17MGN
400
329.10
328.70
328.30
327.67
327.22
326.60
3
2
5
.
8
0
325.00
324.20
323.40
329.50
322.79
A'
A
327.90
327.00
327.45
324.60
323.80
323.20
323.00
322.79
0
+
0
0
0
0
+
0
1
0
0
+
0
2
0
0
+
0
3
0
0
+
0
4
0
0
+
0
5
0
0
+
0
6
0
0
+
0
7
0
0
+
0
8
0
0
+
0
9
0
0
+
1
0
0
0
+
1
1
0
0
+
1
2
0
0
+
1
3
0
0
+
1
4
0
0
+
1
5
0
0
+
1
6
0
0
+
1
7
0
0
+
1
8
0
0
+
1
9
0
0
+
2
0
0
-
0
+
0
0
1
323.95
0+000
0+010
0+020
0+030
S
P
E
E
D
R
IV
E
R
323.53
323.58
323.16
323.21
322.79
322.79
323.63
324.00
WETLAND BOUNDARY
WETLAND BOUNDARY
322.79
322.79
322.97
323.17
323.37
323.77
324.17
324.57
324.97
TW 325.37
TW 325.77
TW 326.17
TW 326.57
TW 326.97
327.18
327.42
327.64
327.87
328.27
328.67
329.07
TW 327.98
TW 327.78
TW 327.53
BW 326.25
BW 324.30
BW 323.75
BW 324.50
BW 324.60
BW 324.23
TW 324.73
BW 323.83
TW 324.33
BW 323.43
TW 323.93
BW 327.03
BW 327.25
BW 327.48
LP6
SOUTH SIDE - OPTION 1
FIL
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LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 1
1 11 MAY-17MGN
400
LIMIT OF GRADING AT WITH BRIDGE AND
SPEEDVALE AVENUE TO BE COORDINATED
DURING BRIDGE/ROAD/TRAIL DETAILED DESIGN
PROPOSED ASPHALT TRAIL SURFACE
PROPOSED RETAINING WALL
MAX. HEIGHT 2.3m
PROPERTY BOUNDARY
EXISTING ASPHALT PATH
PROPOSED RETAINING WALL
MAX. HEIGHT 0.5m
A'
A
S
P
E
E
D
R
IV
E
R
WETLAND BOUNDARY
WETLAND BOUNDARY
327.00
326.50
326.00
325.50
325.00
324.50
324.00
323.50
323.00
322.79
328.50
329.00
329.50
329.96
0
+
0
0
0
0
+
0
1
0
0
+
0
2
0
0
+
0
3
0
0
+
0
4
0
0
+
0
5
0
0
+
0
6
0
0
+
0
7
0
0
+
0
8
0
0
+
0
9
0
0
+
1
0
0
0
+
1
1
0
0
+
1
2
0
0
+
1
3
0
0
+
1
4
0
RAISED PLATFORM ELEVATION 323.39
ORIGINAL PLATFORM ELEVATION 322.794
322.79
323.95
0+000
0+010
0+020
0+030
323.53
323.58
323.16
323.21
322.79
322.79
323.26
323.63
324.00
TW 329.47
BW 327.75
TW 328.97
BW 325.5
TW 328.47
BW 324.5
TW 327.97
BW 323.75
TW 327.47
BW 324.60
TW 326.97
BW 325.10
TW 326.47
BW 324.40
TW 325.97
BW 323.75
TW 325.47
BW 323.75
TW 324.97
BW 323.40
TW 329.03
BW 327.25
TW 328.53
BW 326.50
TW 328.03
BW 326.75TW 327.53
BW 325.75
LP7
SOUTH SIDE - OPTION 2
FIL
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\C
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\A
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\P
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PL
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D:1
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ay-1
7 1
:4
9 P
M
LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 2
1 11 MAY-17MGN
400
LIMIT OF GRADING AT WITH BRIDGE AND
SPEEDVALE AVENUE TO BE COORDINATED
DURING BRIDGE/ROAD/TRAIL DETAILED DESIGN
PROPOSED ASPHALT TRAIL SURFACE
PROPOSED RETAINING WALL
MAX HEIGHT 4.0m
PROPERTY BOUNDARY
EXISTING ASPHALT PATH
PROPOSED RETAINING WALL
MAX HEIGHT 1.8m
A'
A
S
P
E
E
D
R
IV
E
R
322.79
328.75
328.35
327.95
327.55
327.15
326.75
326.35
325.95
325.55
325.15
324.75
323.55
322.50
322.50
322.50
322.50
0
+
0
1
0
0
+
0
2
0
0
+
0
3
0
0
+
0
4
0
0
+
0
5
0
0
+
0
6
0
0
+
0
7
0
0
+
0
8
0
0
+
0
9
0
0
+
1
0
0
0
+
1
1
0
0
+
1
2
0
0
+
1
3
0
0
+
1
4
0
0
+
1
5
0
0
+
1
6
0
0
+
1
7
0
0
+
1
8
0
0
+
1
9
0
0
+
2
0
0
0
+
2
1
0
0
+
2
2
0
0
+
2
3
0
0
+
2
4
0
0
+
2
5
0
0
+
2
6
0
0
+
2
7
0
0
+
2
8
0
0
+
2
9
0
0
+
3
0
0
322.80
324.35
323.95
323.15
322.75
322.50
322.25
322.25
322.50
322.50
322.50
322.50
322.50
322.50
WETLAND BOUNDARY
WETLAND BOUNDARY
TW 327.92
TW 327.98
BW 326.25
TW 327.52
BW 325.10
TW 327.58
BW 325.20
TW 327.12
BW 324.10
TW 327.18
BW 324.75
TW 326.72
BW 323.25
TW 326.78
BW 324.00TW 326.38
BW 323.25
TW 326.32
BW 322.75
TW 325.98
BW 323.15
TW 325.92
BW 322.50
TW 325.58
BW 323.25
TW 325.52
BW 322.50
TW 325.18
BW 323.10
TW 325.12
BW 322.45
TW 324.78
BW 323.10
TW 324.72
BW 322.25
TW 324.38
BW 323.00
TW 324.32
BW 322.25
TW 323.98
BW 322.40
TW 323.92
BW 322.00
TW 323.58
BW 322.45
TW 323.52
BW 321.95
TW 323.18
BW 322.40
TW 323.12
BW 322.00
LP8
SOUTH SIDE - OPTION 3
FIL
EP
AT
H: S
:\A
+A
P
RO
JE
CT
S\2
01
5\1
5-1
23
A S
PE
ED
VA
LE
U
ND
ER
PA
SS
E
IS
\C
AD
\A
A C
AD
\P
RE
LIM
IN
AR
YT
RA
IL
O
PT
IO
NS
2
01
7-0
5-1
2.D
WG
C
TB
: A
BO
UD
20
07
.ctb
PL
OT
TE
D:1
2-M
ay-1
7 1
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9 P
M
LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 3
1 11 MAY-17MGN
400
LIMIT OF GRADING AT WITH BRIDGE AND
SPEEDVALE AVENUE TO BE COORDINATED
DURING BRIDGE/ROAD/TRAIL DETAILED DESIGN
PROPOSED ASPHALT TRAIL SURFACE
PROPOSED RETAINING WALL
MAX. HEIGHT 3.60m
PROPERTY BOUNDARY
EXISTING ASPHALT PATH
PROPOSED RETAINING WALL
MAX. HEIGHT 3.15m
A'
A
S
P
E
E
D
R
IV
E
R
WETLAND BOUNDARY
WETLAND BOUNDARY
329.36
328.96
328.56
328.16
327.81
327.61
327.41
327.21326.95
324.05
324.35
324.65
324.95
325.30
325.65
326.00
326.35
326.70
0+010
0+020
0+030
0+040
0+050
0+060
0+070
0+080
0
+
0
9
0
0
+
1
0
0
0
+
1
1
0
0
+
1
2
0
0
+
1
3
0
0
+
1
4
0
0
+
1
5
0
0
+
1
6
0
0
+
1
7
0
0
+
1
8
0
323.75
323.57
323.39
323.21
323.03
0
+
1
9
0
0
+
2
0
0
0
+
2
1
0
0
+
2
2
0
326.95
326.95
329.33
329.39
328.99
328.93
328.53
328.59
328.19
328.13
327.84
327.78
327.64
327.58
327.44
327.38
327.18
327.24
TW327.84
TW327.74
TW327.64
TW327.75
TW328.65
BW328.05
TW328.50
BW327.55
TW328.10
BW327.63
TW327.75
BW327.50
BW327.67
BW327.47
BW327.27
BW326.98
BW327.50
LP9
SOUTH SIDE - OPTION 4
FIL
EP
AT
H: S
:\A
+A
P
RO
JE
CT
S\2
01
5\1
5-1
23
A S
PE
ED
VA
LE
U
ND
ER
PA
SS
E
IS
\C
AD
\A
A C
AD
\P
RE
LIM
IN
AR
YT
RA
IL
O
PT
IO
NS
2
01
7-0
5-1
2.D
WG
C
TB
: A
BO
UD
20
07
.ctb
PL
OT
TE
D:1
2-M
ay-1
7 1
:4
9 P
M
LEGEND:
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
EDGE OF CLEAR ZONE
EDGE OF TRAIL
TRAIL CENTRE LINE
APPROXIMATE LIMIT OF GRADING
OPTION 4
1 11 MAY-17MGN
400
LIMIT OF GRADING AT WITH BRIDGE AND
SPEEDVALE AVENUE TO BE COORDINATED
DURING BRIDGE/ROAD/TRAIL DETAILED DESIGN
PROPOSED RETAINING WALL
MAX HEIGHT=0.95m
PROPOSED ASPHALT
TRAIL SURFACE
PROPOSED BOARDWALK
TRAIL SURFACE
PROPOSED RETAINING WALL
MAX HEIGHT=0.66m
323.0
324.0
325.0
326.0
327.0
328.0
329.0
OPTION 1 - SOUTH SIDE OF BRIDGE
323.0
324.0
325.0
326.0
327.0
328.0
329.0
OPTION 2 - SOUTH SIDE OF BRIDGE
323.0
324.0
325.0
326.0
327.0
328.0
329.0
OPTION 3 - SOUTH SIDE OF BRIDGE
323.0
324.0
325.0
326.0
327.0
328.0
329.0
323.0
324.0
325.0
326.0
327.0
328.0
329.0
OPTION 1 - SOUTH SIDE OF BRIDGE
323.0
324.0
325.0
326.0
327.0
328.0
329.0
OPTION 2 - SOUTH SIDE OF BRIDGE
OPTION 3 - SOUTH SIDE OF BRIDGE
323.0
324.0
325.0
326.0
327.0
328.0
329.0
330.0
331.0
332.0
323.0
324.0
325.0
326.0
327.0
328.0
329.0
330.0
331.0
332.0
OPTION B - NORTH SIDE OF BRIDGE
OPTION A - NORTH SIDE OF BRIDGE
EXISTING SLOPE/
GRADE
1.5:1 SLOPE
INTERCEPT
SWALE
℄GUARD
RETAINING WALL
EXISTING TRAIL
EXISTING SLOPE/
GRADE
INTERCEPT
SWALE
℄EXISTING TRAIL
℄
EXISTING SLOPE/
GRADE
EXISTING TRAIL
1.5:1 SLOPE
INTERCEPT
SWALE
℄
℄
℄
EXISTING TRAIL
EXISTING SLOPE/
GRADE
RETAINING
WALL
INTERCEPT
SWALE
2:1 SLOPE
EXISTING TRAIL
EXISTING SLOPE/
GRADE
INTERCEPT
SWALE
1.5:1 SLOPE
EXISTING TRAIL
EXISTING SLOPE/
GRADE
INTERCEPT
SWALE
1.5:1 SLOPE
℄
℄
EXISTING
CONCRETE WALL
SPEED RIVER
322.0
SPEED RIVER
EXISTING SLOPE/
GRADE
RETAINING
WALL
INTERCEPT
SWALE
SEATING
WALL
RAILING
EXISTING
CONCRETE WALL
EXISTING SLOPE/
GRADE
RAILING
CROSS SECTION A-A'CROSS SECTION B-B'
CROSS SECTION C-C'
PIER FOOTINGS
BOARDWALK
GUARD
RETAINING WALL
RETAINING WALL
323.0
324.0
325.0
326.0
327.0
328.0
329.0
OPTION 4 - SOUTH SIDE OF BRIDGE
323.0
324.0
325.0
326.0
327.0
328.0
329.0
OPTION 4 - SOUTH SIDE OF BRIDGE
EXISTING SLOPE/
GRADE
EXISTING TRAIL
EXISTING TRAIL
EXISTING SLOPE/
GRADE
℄
RAILING
BOARDWALK
℄
RAILING
BOARDWALK
LP10
CROSS SECTIONS
FIL
EP
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H: S
:\A
+A
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S\2
01
5\1
5-1
23
A S
PE
ED
VA
LE
U
ND
ER
PA
SS
E
IS
\C
AD
\A
A C
AD
\P
RE
LIM
IN
AR
YT
RA
IL
O
PT
IO
NS
2
01
7-0
5-1
2.D
WG
C
TB
: A
BO
UD
20
07
.ctb
PL
OT
TE
D:1
2-M
ay-1
7 1
:4
9 P
M
Drawing No:
Title:
No. Description DateBy
0 12 JUL-16EE
REVISIONS: All previous issues of this drawing are superceded
Date: APRIL 2016
Scale: 1:
Project: AA15-123A
Designer: MN
Checked: MN
Drawn: EE
INFORMATION SOURCES
1. Topographic Survey dated December 9, 2015 obtained
from Van Harten Surveying Inc.
SPEEDVALE BRIDGE
UNDERPASS & MULTI-USE
TRAIL LINKAGE PROJECT
CITY OF GUELPH
1 11 MAY-17MGN
150
