City of Hamilton and Metrolinx Hamilton Light Rail Transit (LRT) Environmental Project Report (EPR) Addendum
APPENDIX B: DESIGN PLATES
CB
CB
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
JAMESSTREETS
D AVENUE REI
MAIN ST E
OTTAWASTREET
GAGEAVENUE
KI NG ST E
GROYSTON ROAD CRAI
TW NS I MA
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
SHERMAN AVENUE
BELL 21+90
ND UI T
21+60
21+45
TUNNEL
ER SE W
60 0 21+30
21+15
21+00
20+85
21+75
CO BE LL
I N STEELCASI NG
MH S 3 5 0 E 1 1 HC
CA NNONS TW
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE
EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
S HYD UL
2. 0 S/W
E0+278.304
CB
CH P
VC
EAST BOUND TRACK USED AS REFERENCE LINE
2GASVL V
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
ST
1341
SV
NOT FOR CONSTRUCTI ON
30 0
W/ M
EXISTING GROUND LINE (PROFILE)
SV
VC
W/ M
CB
I P 50
1349
TSP
VC
EX
E0+226.830
BUS SHEL TER
CHURCH OF CANADI AN MART Y R' S
CANADI AN MART Y R' S SCHOOL
TSP
SC
TRACK FUTURE EXTENSION
BENCH
TS
5 5 3 1
E0+200
150 fi re l i ne
250 stm
E0+100
150 san
V GASVL
G G
MH HC 11B 052
RS
SV
304 E0+260. S
UL S
7 C5S 0
2. 0 S/W
EX
S UL
GA SM
S UL
ST
CS
SC
BMH
ER ST MA Y Mc T SI VER I UN
N
CB CB
400 W/M
AI N EM EX R5 ST E 2 OSE RE S5 ET NW ER
2. 0 S/W
CB
4 5 0S E WE R
MATCHLI NE STA E0+280
CB
SMH 64 5 0 E 1 1 HC 5 0S E WE R
4 5 0S E WE R
50 I P GASMAI N
TS
TSP
750 W / M
SMH HC 1 1 E 0 5 8
4 5 0S E WE R
E0+24 4 .830
E0+075.474
.4 74 E0+065
874 57. 0 + E0
74 .8
20+70
20+55
20+40
20+25
20+10
19+95
19+80
19+65
ER 37 5 UL S
S UL
CB
BELL CHAMBER
SMH HC 1 1 B 0 5 4
HC 1 1 B 0 5 5
> PROPOSED EB TRACK
S/ W
ST RE ET 1.5
300 +0 SE E0 WE T TS R S P
CB
SMH
R WE E 0S 0 6
CB
47 +0 E0
06 .3 31 EX
ST RE ET
CB
HALRT-RD-NC001.dgn
BA RT ONS TW
LWORTH AVENUE KENI
W 0+252.478 PT
BELL CONDUI TS
1350 SEW ER
W 0+228.218
PC
S/W
S/W
S/ W SI GN
8 S/W 3.
GASVLV GASVLV
ULS
BMH
SMH HC11E064
LE LA ND
W/ M
S/W
15 0
.509 E0+014
6 1.30 +02 E0 1.5
CS
TS
ARDS L BOL
S UL
CB
CB Mc MAS T E RUNI V E R S I T Y
MH S 7 5 0 B 1 1 HC
TSP
VC
SC
E0+004.509
E0+000.000 POB
G
375 SE WE R
VC
S UL
ON I AT SSO GAS ST E
SE W
19+50
19+20
19+35
VC
TSP
UL S
8 3.
3. 85 S/W
525 SEW ER
SMH s e w 3 6 0 B 1 1 HC e r
CB
NOTES:
EASTBOUND
WESTBOUND
110 > EMERSON STREET
110
105
McMASTER UNIVERSITY STOP
El ev 100.35
PVIE0+278.09
PVC
PROPOSED TOP OF RAIL
El ev 100.27
E0+258.09
El ev 99.76
PVT E0+122.40
El ev 99.70
PVIE0+107.40
105
38% 0. S=
100
100
EXISTING GROUND
L = 40.00 m K = 106.47
L = 30.00 m
95
No. 0
REVISIONS EA Amendment
95
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
99.716
99.771
99.864
99.958
100.052
100.146
100.240
100.321
99.534
99.320
99.512
99.635
99.794
99.894
100.045
100.036
EXISTING GROUND ELEVATION
E0+125
E0+150
E0+175
E0+200
E0+225
E0+250
E0+275
DESIGN C CHAINAGE L
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
0
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan: Water Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E0+100
K = 63.41
1:13:26 PM User:wuj6 17/05/2017
_Track\HALRT-RD-NC001.dgn pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI
CB
BEL L CON DUI T
15 0
VC
8 S/W 3.
6 0 0S E WE R
S UL
S UL
S UL CB
SMH
TSP TSP
R E
TSP
CB
S UL
BEL L CONDUI T
TER BUS SHEL
TSP
S / W
W E S
TSP
S UL
TSP
Mc MAS T E RUNI V E R S I T Y S/W S UL
CB
S/W
CB
TSP
S / W
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
ORL
C C C C
VC
S UL
TSP
CB
W 0+200
W 0+094.142 ST
W 0+100
W 0+082.14 2 1.5 S /W
TS
TSP
CONTRACT No. DWG. No.
GASVLV
750 W/M
TSP
SMH 2 6 0 B 1 1 HC
R WE E 5S 7 3
MH S 1 6 0 B 1 1 HC
RS
SI GN
SMH HC 1 1 B 0 9 7
500 W/M
TSP
S UL
bus shelter
> PROPOSED WB TRACK
N
FILE No.
bench
SMH
S UL
Mc MAST E R UNI VE RSI T Y
BUS TERMINAL UNDER REVIEW
CB
CB
CS
S UL
ST
CS
0 8 2 1
TSP
SC
2 .94 46 0 + W0
9 62 0. 03 + W0
.833 W 0+013 29 0.6 +02 W0 SC
Y T RSI VE R UNI E MAST Mc
0 75
TS
S UL
CB
r we se
POB
500 W/M
0 15
W 0+003.833
W 0+000.000
0 1 5 1
42 8.9 05 + W0
VE I DR
D DONAL D Mc RONAL HOUSE
100 W /SERV I CE (LOCATI ON APPROXI MATE)
ES OT CO
MAIN STREET W
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E0+100 TO STA E0+280
FORSYTH AV
W 0+500
ULS
9 0 3 1
SV
S/ W
bus shelter
A
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
OTTAWASTREET
MAIN ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD KI NG ST E
GAGEAVENUE
SHERMAN AVENUE
CA NNONS TW
TW NS I MA
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
GASVLV
GASVLV
N
A
GRAVEL PARKI NG L OT
EXISTING GROUND LINE (PROFILE)
EAST BOUND TRACK USED AS REFERENCE LINE
12 53
12 61
12 63
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
M
R E L F DY MUF E SPE
VC
SMH 6 3 0 E 1 1 HC ULS
N P GASMAI 00 I 1
12 77
E0+500
OT NG L T PARKI ASPHAL
400 W/M
ER ST MA Y Mc T SI VER I UN
bench
RS
B EL P ED L
E0+400
9 8 2 1
MH S 3 6 0 B 1 1 HC
AI N
OT NG L T PARKI ASPHAL
ULS
G
C
HYD
1 00 I P GASMAI N
N P GASMAI 50 I
DCB
GASVLVBELL PED
SV
VC
R WE E 0S 5 7
TSP
TSP
C
S UL V GASVL
VE HA SYT FOR
LELAND STREET
TSP
SMH HC11E035
675 SEWER
C
RW T
T
RS
R W
VC
EX 400 W/M
V GASVL
AVENUE
NOT FOR CONSTRUCTI ON
M BO W
EX 400 W /M
BRO ADW AY
EX 525 SEW ER
CB
CB S MH HC11B043
EX 525 SEW ER
E0+342.865
E0+324.865
1 3 3 1
ST
TS
G
OT NG L T PARKI ASPHAL
CS
R, SWACKHAME , T RUSCOT T BROWN & R E DWY RAL HOME UNE F
E0+310.318
E0+300
T ASPHAL OT NG L PARKI
SC
100 IP GASMAIN
S UL
S UL
V YD S H UL
24+30
24+15
TSP
VC
C
0 S/W 2.
T L CONDUI BEL
CB
NE STA E0+560 MATCHLI
TSP
CB
CB
CB CB
CC
EX 400 W/M
MH S 0 4 0 E 1 1 HC 675 SEWER
675 SEWER
HALRT-RD-NC002.dgn
BA RT ONS TW
5 2 5S E WE R VC
2.8x1.6x2.3
TSP
CB
HC11B038
TSP
B AN O S W TR EX M EE A 15 N T 0 W S /M 4 T 5 30 0 R S I EW P E E ER G AS T
SMH 2 4 0 E 1 1 HC
CB
S UL
SMH
CB
900 SEW ER
SV
TSP
TSP
ULS
BELL CO N DUI T
TSP
24+00
CB
23+85
23+70
23+40
23+25
23+10
22+80
22+95
BEL L CONDUI T
> PROPOSED EB TRACK
R WE E 5S 7 6
E0+292.318
R WE E 5S 2 5
TSP
TSP
1 4 3 1
CB
R WE E 5S 2 5
CB
V GASVL 2-
ULS
24+60 100 I P GASMAI N
CB
TSP
TSP
S UL
85 S/W 3.
MH S 3 6 0 B 1 1 HC
R WE E 0S 0 6
22+65
22+50
22+35
22+05
TSP
CB
500 CABW/M L E TV
BMH
BMH
SEW ER
22+20
TUNNEL
BEL L CONDUI T
VC
24+45
CB
MH S 1 4 0 B 1 1 HC
R WE E 0S 5 7
WHP
BELL CHAMBER
BELL TUNNEL
S UL
G
NOTES:
WESTBOUND
EASTBOUND
110
El ev 99.99
PVT E0+455.81
El ev 99.99
PVIE0+440.81
E0+425.81 PVC
S=0.00%
El ev 100.08
El ev 100.26
PVT E0+395.51
El ev 100.35
PVIE0+380.51
PVC
E0+365.51
105 El ev 100.35
El ev 100.35
PVT E0+298.09
> BOWMAN STREET
> BROADWAY AVENUE
110
105
PROPOSED TOP OF RAIL
S= 0. 59%
S=-0.03%
100
100
EXISTING GROUND
L = 40.00 m
L = 30.00 m
K = 106.47
K = 50.85
L = 30.00 m K = 53.62
95
No. 0
REVISIONS EA Amendment
100.346
100.346
100.346
100.337
100.231
100.083
99.990
99.979
99.972
99.964
99.957
PROPOSED TOP OF RAIL PROFILE
99.952
99.897
100.013
99.965
99.864
99.744
99.685
99.770
99.662
99.547
99.579
EXISTING GROUND ELEVATION
E0+325
E0+350
E0+375
E0+400
E0+425
E0+450
E0+475
E0+500
E0+525
E0+550
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E0+300
95
12:05:02 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC002.dgn
E AL CABL COAXI
CB
S UL
L BEL CHAMBER
500 W /M
400
COAXI AL CABL E
BEL L CONDUI T
S UL
23+55
S UL
S UL CB
FORSYTH AVE
PC
PT
PT
PC TS P
EX 500 W/M E TV CABL
525
E0+280 NE STABELL MATCHLI 21+90
TSP
W/M
EX 500 W/M
T L CONDUI BEL
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
2.6x1.5x2.0
> PROPOSED WB TRACK
BMH
BMH
N
AL T Y HOSPI T RSI VE R UNI E MAST Mc
ORL
VATE ROAD PRI
CONTRACT No.
0 8 2 1
MH S
TSP
FILE No.
DWG. No.
PRI VATE ROAD
CB
S MH
PC
AL T Y HOSPI T RSI VE R UNI E MAST Mc
W 0+484.740
W 0+465.621
W 0+440.803
W 0+421.684
W 0+400
W 0+329.918
W 0+300 W 0+302.569
RANCE NT AL E T HOSPI
0 8 2 1
PT
100 W /SERVI CE (LOCATI ON APPROXI MATE)
MAIN STREET W
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E0+280 TO STA E0+560
OD AV
' 0 D 09 A'L E A V E W OD 50 0 AD N LE W/ UE O WO M 1.
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
GROYSTON ROAD CRAI
OTTAWASTREET
MAIN ST E
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD GAGEAVENUE
SHERMAN AVENUE
KI NG ST E
QUEENSTON ROAD
LRT TRACK CENTRELINE EXISTING PROPERTY LINE
1
S
WH V P
HY D
KI NGS T
TW NS I MA
PROPOSED TOP OF RAIL (PROFILE)
SV
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
15 0
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
3
GA SM AI N
AV EN UE
CA NNONS TW
LEGEND
5
50
I P
NOT FOR CONSTRUCTI ON
GA RY
GA RY
AV EN UE
12
W/ M
375 SE WE R
SV RS
AS MA I N
I P E0+800 G 50
8
I P
AV EN UE
WESTBOUND
GA SM AI N
50
GA SM AI N
S UL
VC S/ W
2
E0+777.632
71
SV
A
S UL
ST
00 6
SM H
WH /C M11E
GA SM AI N
15 0
AV EN UE
O
5 S/W . 1
E0+753.632
SV
VC
TS P 30
15 0
80
I P
12 21
D 375 SE WE R
12 19
SC
E0+70 0
12 17
UL S
78
E7 0+709 .861 8
E0+6 85.86 1
HY b e n c h DR O ME TE R
TS
E0+6 71.58 2 ST
A
S UL
73
TSP
CB > PROPOSED EB TRACK
NE STA E0+840 MATCHLI
27+45
S UL
27+30
27+15
BEL L
VE HA SYT FOR
S/W 27+00
26+55
26+70
26+85
300 W/M
CB&PUP
DA LE WO
SV
GASVL V S/ W
R WE E 5S 7 3
MH S 2 5 0 E 1 HD1
T S P
S UL
GA SM AI N
UL S
12 25
CB
4 5 0S E WE R
CS
1 50 W/M
SV
LELAND STREET
ST
CS S/W
GA SM AI N
26+40
26+25
26+10
BEL L C O ND UI T
25+95
25+80
25+65
EX 1 50 W/M
RS
MH S 1 5 0 B 1 1 HD
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
LWORTH AVENUE KENI
W 0+800
W 0+778.328
W 0+754.328
S/ W
5
UL S
50 HY D
GA SV LV
1.5
I P
GA SM A
BE LL CA S/ B W LE 15 0 W/ SM M H
I N SCW H W P 0+710. 557
00 W 0+7
TS
ST GASM AI N
BMH
S UL
150 IP GASMAIN
S UL
MH S 7 0 0 E 1 1 HC
450 SEWER DCB
15 SM H 0 HCW / 11 M
HYD
TSP
I P
CS
E0+64 7 582 EX .
CA BL E BE LL
ST RO UD S TR ROO UD AD RO
8
AD
2B PE ELL D
2
12 37
450 SE WE R
CC
TS
E0+600
12 45
TSP
CB
VC
E0 23
E0+605.494
S/ W
S/ W
A
SC
E0+581.494
BEL L CABL E
SMH HC 1 1 B 0 0 8
ER
SV
CB
W SE
GASVL V
VC
L BEL E AL CABL COAXI
> PROPOSED WB TRACK
L BEL
0 45
UL S
C
RE NT CE
V GASVL
EX 300 W/M
S MH HC 1 1 E 0 1 9
MH S 2 2 0 E 1 1 HC 5 R 52 W E SE
UL S
4 5 0S E WE R 4 5 0S E WE R
TSP
CB
50 IP GASMAIN
0 5
1 1 N
2 5 1 1
S UL
CB
HALRT-RD-NC003.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
ON I AT CRE WOOD RE E DAL
BMH
L BEL
VC
E X3 0 0S E WE R
CB
12 53
25+50
CB
BELL CO ND UI T
5 2 5S E WE R
25+35
5. 8x 1 . 5x 1 . 9
BEL L C O ND UI T
25+05
E X3 0 0S E WE R
25+20
24+90
24+75
BEL L CONDUI T
T DUI CO N BELL
MATCHLI NE STA E0+560
CB
BMH
MH S 1 2 0 E 1 1 HC
SCHOOL
TSP
UL S
SHEET No.
C11-12-10
E DDL WOOD MI E DAL
TSP
UL S
S MH HC 1 1 B 0 2 0
BEL L CONDUI T
GASVL V
NOTES:
EASTBOUND
110 > GARY AVENUE El ev 99.99
El ev 100.08
PVT E0+785.90
PVC
PVIE0+760.90
El ev 99.96
105 E0+735.90
El ev 99.74
PVT E0+685.45
El ev 99.62
PVIE0+660.45
El ev 99.72
PVC
E0+635.45
El ev 99.89
PVT E0+591.53
El ev 99.95
PVIE0+576.53
El ev 99.95
E0+561.53 PVC
100
> DALEWOOD AVENUE
> STROUD ROAD
> DALEWOOD AVENUE
110
105
PROPOSED TOP OF RAIL
S= 0. 35%
45% 0. S=
S= 0. 39%
100
EXISTING GROUND
L = 50.00 m
L = 30.00 m
0
REVISIONS EA Amendment
K = 62.08
95
99.938
99.857
99.760
99.681
99.697
99.801
99.914
100.011
100.016
99.937
99.849
PROPOSED TOP OF RAIL PROFILE
99.650
99.595
99.468
99.374
99.422
99.573
99.850
100.048
100.045
99.775
99.650
EXISTING GROUND ELEVATION
E0+600
E0+625
E0+650
E0+675
E0+700
E0+725
E0+750
E0+775
E0+800
E0+825
K = 59.54
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E0+575
12:05:33 PM No.
L = 50.00 m
K = 83.82
95
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC003.dgn
UL S
CONTRACT No. DWG. No.
BMH
CB
EX 300 W/M
1 50 I P GASMAI N
FILE No.
BMH
BMH BMH 5. 9x 1 . 8x 2. 3
5 2 5S E WE R
GASVL V
GA SM AI N
HYD
W 0+6 86.55 7
W 0+64
CS BEL L CONDUI T 1 00 I P GASMAI N
UL S
W 0+6 72.28 5
8.285
W 0+606.198
TS
SC
W 0+600
W 0+582.198
51 55
Mc MAST E R UNI VE RSI T Y 1 2 1 81 2 1 8
3. 6x 3. 8x 1 . 9 BEL L CHAMBER
MAIN STREET W
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E0+560 TO STA E0+840
FILE No.
MAIN STREET W S AA VV E S NU
W 1+100
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
LWORTH AVENUE KENI
OTTAWASTREET
GAGEAVENUE
MAIN ST E
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
SHERMAN AVENUE
NE STA E1+120 MATCHLI
VC
KI NG ST E
QUEENSTON ROAD
0 S/W 2.
S UL
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
A
1
PROPOSED TOP OF RAIL (PROFILE)
9
I P
E1+100
S/ W
GA SM AI N SV
R
DOAV W
DO W
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOTES:
> DOW AVENUE
> CLINE AVENUE
El ev 99.66
PVT E0+892.22
El ev 99.66
PVIE0+877.22
El ev 99.72
105
PVC
E0+862.22
> CLINE AVENUE S
> HADDON AVENUE S
> HADDON AVENUE
110
100
PROPOSED TOP OF RAIL
S= 0. 35%
100
S=0.00%
EXISTING GROUND
L = 30.00 m
95
95
REVISIONS
99.760
99.681
99.664
99.664
99.664
99.664
99.664
99.664
99.664
99.664
99.664
PROPOSED TOP OF RAIL PROFILE
99.494
99.469
99.728
99.471
99.457
99.513
99.516
99.442
99.478
99.503
99.537
EXISTING GROUND ELEVATION
E0+875
E0+900
E0+925
E0+950
E0+975
E1+000
E1+025
E1+050
E1+075
E1+100
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E0+850
PM
K = 84.72
12:06:07 User:wuj6 17/05/2017
TW NS I MA
EASTBOUND
105
0
KI NGS T
NOT FOR CONSTRUCTI ON
110
EA Amendment
CA NNONS TW
EAST BOUND TRACK USED AS REFERENCE LINE
WESTBOUND
No.
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
EXISTING GROUND LINE (PROFILE)
30 0
E1+000
RS
7 0 1 1
SE WE R
RS
AV 15 0 EN 375 S UE EW E
1.5
CAL I L VANGE GRACE E RAN CURCH HE UT L
S/ W W/ M
BENCH
SM H HD SM 11E 022 H H D1 1E 02 UL SV 3 S
bus r e t l e h s
RS
HM H
HMH
HMH
HYDRO
1.5
S UL
G
S/ W
RS
SM H HG V D1 1E 02 7
8 S/W . 1
> PROPOSED EB TRACK
RS
1.5
W/ M
HYDRO DUCT
5 S/W . 1
S/ W
30+30
30+00
29+85
29+70
29+55
29+40
HYDRO
MH S 4 2 0 E 1 1 HD
HYDRO DUCT
SV
SMH 1 6 0 E 1 1 HD
O R D OHY I R A ONT
DCB
S UL
30+15
R WE E 0S 0 3
DCB
29+25
29+10
S UL SMH 9 1 0 E 0 1 HD
VC
S UL
S UL
S UL MH S 5 2 0 E 1 1 HD
HYD
SV
SV
SV
SV
V GASVL V GASVL
N P GASMAI 00 I 1
50
W OOD CURB
S/W
W OOD CURB
STEPS
A
R WE E 0S 5 4
15 0
UL 1.5 S S/ SM S W H 37 EW 5 ER HB1 SE 1E WE 02 R 8
30 0
E
CL I NEC LI 50 NE I P AV ENAV UE EN U
CS
85
30
W OOD CURB
T HY BE D LL DU C
BE LL
DUCT
28+95
HYDRO
G AS M AI N
CB
94
W 1+000
E
CL CLI NE I N W
15 0
W
/M
HP
SE WE R SV
GV
OT NG L GRAVEL PARKI
A
A
A
V GASVL
L BEL
HMH
7 1 1 1
ST
E0+932.107
81 83
E0+94 7.107
UL S S V
A
S UL
N P GASMAI 50 I
5 S/W . 1
N P GASMAI 30 I
L BEL PED
GA SV LV
HYDRO DUCT
S UL
I P
15 GA 0 1.5 SM 00 W / AI E0+9S N M /W
SE WE R 45 0
UE
SV
VC
RS
BE PE LL D S/ W SV
1.5
RS
3H 3Wx
DUCT
HYDRO
N O
HA DD H ON AD D
50
I P
92
GA SM AI N
SC
V
AV EN AV UE EN
88 90
TS
E0+881.2 07
HYDRO P AD
DCB DCB
S UL
UL S
TSP
A
DUCT
HYDRO
HMH
V GASVL > PROPOSED WB TRACK
5 R 37 W E SE
CB
HYDRO DUCT
L BEL
A
MH S 6 2 0 E 1 1 HD
HMH 4H 3Wx
T ASPHAL NG PARKI LOT
2 9 0 1
SV E TV CABL /5 S/W 1
GV
0 8 0 1
4 8 0 1
8 8 0 1
5 ER 37 W E S
S MH
0 0 1 1
S / W
SMH 6 4 0 E 1 1 HD
R WE E 0S 5 4
8 9 0 1
N
BELL
TSP
S MH HD 1 1 E 0 4 5
UL S
HALRT-RD-NC004.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
N P GASMAI 00 I 1 EX 300 W/M
45 0 28+80 SE WE R
28+50
TSP
45 0
TS P HY DR O
S UL
TSP
28+35
MC
28+20
28+05
BELL
3 7 5S E WE R
E0+866 .207
HYDRO
DCB
TSP
b u s s h e l t e r
GA SM AI N DU CT
I P BMH
SM HD H 11 E0 47
HYDRO
GV
HY DR 2- O SV
GP L
ST
BMH
UL S
TS P
GA SV LV
10 0
W 0+947.313
W 0+932.313
V GASVL E TV CABL
28+65
DU CT
N P GASMAI 00 I 1
BEL L
HY DR O
27+90
HYDRO DUCT L DUCT BEL
R E
27+75 BE LL
4 2 1 1
ASPHAL T PARKI NG L OT
W E S
TSP
ASPHAL T PARKI NG L OT
CS GASVL V
BE LL
69 71
W 0+900 SV
GA SV LV
1 1 4 4
UL S
300 W/M
SHEET No.
C11-12-10
E
EN AV U ES S
AD AD VON
HP
1.5
W
S/ W
/M W .
30 0
GV
G
DCB
27+60
SV
S MH H A'D 04 9 ' D
ON H
13 S/ W
HY
W 0D+881.4
1.5
SC
TS
W 0+866 .4 13
UP
ASPHAL T PARKI NG L OT
2 2 1 1
5 37
MATCHLI NE STA E0+840
UL S
66
LLBO ARD BI
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC004.dgn
S MH HD1 1 B 0 5 0
DWG. No.
CK I BR
W S/
/W S
1 . 8 S/W
CONTRACT No.
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E0+840 TO STA E1+120
FILE No.
79
HYDRO DUCT
HYDRO DUCT
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
OTTAWASTREET
GAGEAVENUE
MAIN ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
CA NNONS TW
QUEENSTON ROAD
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E1+400
ST
GE E L ONAL COL I RNAT E NT AI UMBI COL CS
LEGEND
1015
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
RA H MP W
Y
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
> HWY 403 RAMP
> NEWTON AVENUE
110
El ev 99.57
PVT E1+343.37
El ev 99.61
PVIE1+328.37
El ev 99.62
PVC
OF RAIL
E1+313.37
PROPOSED TOP
S= 0. 09%
35% 0. S=
S= 0. 31 %
El ev 99.65
PVT E1+281.47
El ev 99.66
El ev 99.63
PVIE1+271.47
PVC
E1+261.47
El ev 99.51
PVT E1+229.73
El ev 99.47
PVIE1+217.23
El ev 99.51
PVC
E1+204.73
El ev 99.62
PVT E1+169.77
El ev 99.66
PVIE1+154.77
El ev 99.66
PVC
E1+139.77
105
100
100
S= 0. 29%
EXISTING GROUND
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
99.476
99.404 99.290 E1+400
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
99.392
99.653 99.552 E1+275
1
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
EXISTING GROUND ELEVATION
E1+375
99.585 99.457 E1+250
Survey Plan:
Project Manager
SCALES
99.549
99.501 99.404 E1+225
REFERENCE MATERIAL:
PROPOSED TOP OF RAIL PROFILE
99.527
99.524 99.457 E1+200
16/10/31
95
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E1+350
99.601 99.516 E1+175
DATE
LH
99.610
99.658 99.570 E1+150 INITIAL
E1+325
99.664
K = 146.65
99.526
L = 30.00 m
K = 45.90
E1+125
12:06:36 PM
REVISIONS
K = 37.90
L = 20.00 m
99.636
L = 25.00 m
K = 96.89
E1+300
L = 30.00 m
95
User:wuj6 17/05/2017
KI NG ST E
OT NG L T PARKI ASPHAL
105
0
N
BA RT ONS TW
E CABL
S / W
E1+382.324
L DUCT BEL
CC
san
stm
20 0
OT NG L T PARKI ASPHAL
SC
37 5
L STONE WAL
L BEL
HMH
3H 3Wx
RS
E1+366.324
ULS
100 water
2 S/W 3.
110
EA Amendment
HALRT-RD-NC005.dgn
TW NS I MA
O R D OHY I R A ONT
6H 3Wx
40 3
WESTBOUND
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
33+00
32+85
R WE E 0S 0 9
S UL
E1+340.387
LELAND STREET
TS
CC
5 S/W . 1
ULS
VE HA SYT FOR
W 1+403.567
W 1+400
ST S/W
2-SV L DUCT BEL
NE STA E1+400 MATCHLI
AL CABLE COAXI
W 1+382.227
W 1+366.227 CS 32+70
32+55
32+40
DUCT
E1+324.387
40 3
HY DR O
TS
E1+300
DU CT
DU CT
RA MP
BE LL
A UMBI COL NCE DE SI RE
C C
G
R WE E 0S 0 3
MH S 8 1 1 B 0 1 HD
TSP RS
1033
No.
SHEET No.
C11-12-10
HYDRO
V GASVL
V
SV
A
SV
HYDRO DUCT
1029 E1+200
CC
CC
CC
CC
S/W
SC
TS
87
HYDRO
DCB
ULS ULS
stm
SV
san
TRACK
1 0 5 5
1 0 5 7
TSP
HMH
HMH
ULS
HYDRO DUCT > PROPOSED EB 3Wx3H V GASVL
W 1+340.291
W 1+324.291
W 1+300
30
I P
83
GA SM AI N
NU E
SV
W/ M
DUCT
TSP
TSP
BEL L DUCT
2. 0 S /W
GE E L ONAL COL I RNAT E NT AI UMBI COL pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC005.dgn
TSP
C
MH S 5 1 0 E 0 1 HD
ULS
300 SEWER
HYDRO DUCT
30 0
CABLE
C
VC
DCB
wa te r
W S/
C
HYDRO 3Wx3H
V GASVL
7 5 0S E WE R
HMH
SV A
ULS DCB
A
HYD SV
SV
BMH
992
N P GASMAI 00 I 1
A
300 W/M
4H 3Wx
ULS
N P GASMAI 30 I
2CABL E PED
HYDRO DUCT
HYDRO HYDRO DUCT
COAXI AL CABL E
ULS
SV
TSP
ULS
SMH 7 1 0 E 0 1 HD
TSP
SV 5 S/W . 1
TSP
31+50
31+20
31+35
30+90 BEL L DUCT
COAXI AL CABL E
HMH
31+05
30+60
30+75
ONT A R I OHY D R O
15 0
2. 0 S/W 30 I P GASMAI N
ONT A R I OHY D R O
CB CB
SMH HD 1 0 B 1 1 7
SV
SV
ULS
DCB
S/W
HY DRO DCB
COAXI AL CABL E
SMH HD 1 0 E 0 1 6
990
N P GASMAI 00 I 1
A
SV
N
988
998
1002
N P GASMAI 50 I
BEL L
BELL DUCT
6 0 0S E WE R
C
32+25
3 7 5S E WE R 30+45 DUC T
30+30
DCB
SMH HD10E018
SV
32+10
5 S/W . 1
ULS
300 W/M
N P GASMAI 00 I 1
31+95
TSP
ULS
OT NG L T PARKI ASPHAL A
25 0
COAXI AL CABL E
37 5
SV
1014
1024
1028
31+80
ULS
SV
1006
1020
31+65
> PROPOSED WB TRACK SMH
2SV
DWG. No.
W / S
MATCHLI NE STA E1+120
GASVL V
1 00 I P GASMAI N
CONTRACT No.
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
HY D
CC
OT NG L T PARKI ASPHAL
15 0
TS P
1 0 6 2
VC
1 0 7 0
SE WE R
1050
SV TS 1.5 S/W P
1 0 6 0
WH P 1.5 S/W
I P
84
SUNOCO GAS BAR
30
W 1+200
1 0 5 8
GA NE SM W TN AI N OE NW AV AT V O N E
82
MAIN STREET W
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E1+120 TO STA E1+400
FILE No.
SMH HYDRO 3Wx6H
21 00mm HYDRO 250mm HYDRO HMH
DCB
UL S
1-50mm HYDRO
1 50mm
1-50mm HYDRO
HYDRO
350mm
PT
029 . 036 ULS S0+
350mm
HYDRO
POB PC
E1+600
E1+500
E1+493.383
> PROPOSED EB TRACK
ST
SV
9-75mm HYDRO3Wx3H
HYDRO 3Wx3H
9 2 5
SV
0 31 . 044 N0+
PT
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
MAIN ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD GAGEAVENUE
KI NG ST E
QUEENSTON ROAD
LEGEND
HYDRO
LRT TRACK CENTRELINE EXISTING PROPERTY LINE
E1+700
BELL PED
91 00mm
PC POB
13-100mm HYDRO
N0+000.900 N0+000.000
ULS
CB
30 IP GASMAIN
S0+000.000 S0+000.900
UL S
ULS
N
CA NNONS TW
TW NS I MA
OTTAWASTREET
7 0 0 E 0 1 HD
VE HA SYT FOR
LELAND STREET
TS SV
HALRT-RD-NC006.dgn
BA RT ONS TW
LWORTH AVENUE KENI
W 1+700
ON LLO NG GW WOO OD O R D O AD RO AD SV
35+85
VC
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
/M W
SE WE R
SM H
HD 10 E0 08
35+70
35+55
35+40
35+25
35+10
HD10B121 SMH
VC
O R D OHY I R A ONT
HYDRO
1 875mm
GN SI
AL CABLE COAXI
E1+480.383 CS
SC
52 5
15 0
61 2- 00 m 5 m 4 - 0m 50 m HY m HY DR m O HY DRO DR O
H
21 1- 00 m 50 m m m HY DR HY O DR O
9 0 0 E 0 HD1
36+00
W 1+600
ST RE ET H M
ONGW OOD L
300 W/M
SMH
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
MATCHLI NE STA E1+700
21 00mm
34+95
HD 1 0 B 1 2 0S MH
S S M M HH
CONTRACT No. DWG. No.
W 1+704.439
AI N GA SM I P
ND
30
BO
SE WE R
D
30 0
HD 10E BO 010 N
SM H
VC
375 SEWER
34+80
34+65
34+50
34+35
34+20
34+05
AL CABLE COAXI
33+90
VC SV
TSP
S NT ME RS APART OWE OT T L CAME TS
ST RE ET
W 1+500
W 1+486.098 ST
W 1+476.098
CS
AV E
W ATER SERVI CE
E1+461.120
E1+448.120
CC
CC
S/W
1 0 0 1
VC
ULS
3-50mm HYDRO
HYD
VC
HYDRO DUCT
E CABL
UL S
S UL
HY DRO
VE DECORATI L STONE WAL
SV
2-100mm HYDRO
ULS
HD 1 0 E 0 1 1S MH
TSP
ULS
SV
1-50mm HYDRO
HY DRO
OT NG L T PARKI ASPHAL
ULS
DCB RS
9 1 8
9 0 6
W ER 1050 SE
ORL
4 S/W 3.
ULS
6H 3Wx
HYDRO DUCT
N
DCB
ONT A R I OHY D R O
VC SV
GN SI
V
33+75
33+60
ULS
HYD
E AL CABL COAXI 5 S/W . 1
RS
CC
SLEY PAI
W 1+4 65.332
TS S/W
100 I P GASMAI N 33+45
HYDRO
33+30
DUCT
33+15
VC
HYDRO
CC
SC
2 W 1+4 55.33
4 W 1+4 4 0.93 ST
CS
W 1+413.567 SC
W 1+4 30.934 S/W
S/W
W 1+403.567
DCB
CB
E CABL
PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
1 50 HYD.DUCT
500
3-100 HYD. DUCT 2-100 HYD. DUCT 3-100 HYD. DUCT
4-100 HYD. DUCT
1-100 HYD. DUCT
3-50 HYD. DUCT 2-100 HYD. DUCT T C U D . D Y H
4-100 HYD. DUCT
W /M
3H 3W x
NOT FOR CONSTRUCTI ON C
3-50 HYD. DUCT HHI
5 -7 3
NOTES:
MATCHLINE STA N0+072
EASTBOUND
WESTBOUND
110 > LONGWOOD ROAD
> BOND STREET S
> PAISLEY AVENUE
110
S= 0. 29%
El ev 99.31
PVT E1+526.93
El ev 99.32
PVIE1+511.93
El ev 99.30
E1+496.93
El ev 99.25
El ev 99.26
PVC
100
PVT E1+469.55
PVC
PVIE1+454.55
El ev 99.29
105
E1+439.55
105
PROPOSED TOP OF RAIL LONGWOOD ROAD STOP
100
3% 1 0. S=
S=-0.03%
EXISTING GROUND
No. 0
99.331
99.266
99.271
99.302
99.313
99.305
99.296
99.288
99.280
99.271
99.263
99.254
99.242
99.197
99.182
99.253
99.103
99.095
99.117
99.151
99.197
99.172
99.062
99.129
E1+450
E1+475
E1+500
E1+525
E1+550
E1+575
E1+600
E1+625
E1+650
E1+675
E1+700
95
E1+425
K = 187.92
99.404
L = 30.00 m
K = 72.06
99.290 REVISIONS EA Amendment
L = 30.00 m
E1+400
12:07:02 PM
95
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC006.dgn
9 0 0S E WE R
1 6 0
1 3 1
9-100m m 1-50m m
MATCHLI NE STA E1+400
HMH
85
HYDRO
SMH HD10B119
81
BELL
ONT A R I OHY D R O
ULS R WE S 375 E S DCB E 0 0 W 3 MH ER S 2 1 0 E 0 1 HD
SMH HD10E014
CB
9 4 0
BELL
VC
TV
r e t l e h s
LE C AB BELL PED
ULSbus
1 5 8
SV
ULS
1 5 6
> PROPOSED WB TRACK
ULS
VC
TSP
L 5 S/W . 1 BEL 300 W/M
N AI P G ASM 30 I
HY D
SMH HD 1 0 E 0 1 3
TSP SV
SV
SV
SV 1.5 S/W
TSP
A
G
150 W /M
T ASPHAL NG PARKI LOT
TSP
N P GASMAI 00 I 1
972
450 SEW ER
980
E SLEY AV PAI
970
1.5 S/W
984
N AI P G ASM 50 I
TS
MAIN STREET W
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E1+400 TO STA E1+700
FILE No.
MH S
R WE E 5S 7 3 1 3 0 E 9 1 HE
O DR OHY I R A ONT
CB
S UL
3W x6H
RO 00mm HYD 1 3O R D Y H 50mm 1
7 9 5
CS
E1+800
TS
8 0 7
HY DRO
HY DRO
2-100m m
E1+700
HYDRO3Wx 2H HYDRO
3-100m m HY DRO 1-50m m HY DRO
1 50mm
V HMH GASVL
18-75m m
61 00mm
31 00mH m YDH .Y DU DC RO T
8 7 5
N P GASMAI 30 I
ULS
HYDRO 3W x 6H
E1+933.54 3
1 875mm
E1+900
1 5 0mm > PROPOSED EB TRACK HYDRO
HYDRO 3Wx 6H
HH I CO NC RE TE R
CB
E1+867.371
1 875mm
0 30
50 I P GASMAI N
DCB
ER W SE
E1+895.371
HE 1 9 E 0 2 4 SM
CB
SC
H
HYDRO
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
MAIN ST E
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
BOND STREET LONGWOOD ROAD
LELAND STREET
DUCT 00 HYD. 1 3HE UCT D . D 10E 50 HY E 2025 BL H 6 A Wx C E DUCT 3 . D Y L 75 H BL 8A 1 I A C AX CO ECO G CO
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
3 E1+961.54
HE 1 0 B 0 3 5 S MH
5 2 0 E 0 1 HE
VC
KI NG ST E
W/M
PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
ST
HE 1 0 E 0 2 3S MH
HMH
VC
300
H
5 2 5S E WE R
VC
SM
300 W/M
37+65
37+50
3 7 5S E WE R
37+35
37+20
37+05
HE 1 0 B 0 3 6S MH
ONT A R I OHY DR O
2 H -5 Y 0 D m R O m
UL S 36+90
VC
36+75
36+60
36+4 5
36+30
6 0 0S E WE R
CA NNONS TW
GROYSTON ROAD CRAI
N 50 GASMAI
DCB
HH I CO NC RE TE O
N
BA RT ONS TW
LWORTH AVENUE KENI
HYDRO
OTTAWASTREET
V
50mm 2-
HALRT-RD-NC007.dgn
TW NS I MA
GAGEAVENUE
UL S
C
HYD
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
HY
UL S HYDRO
UL S
36+15
SV
3 7 +8 0
MATCHLI NE STA E1 +700
1 50mm
32 GASM AI N
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON 32 GASMA I N
NOTES:
EASTBOUND
WESTBOUND
110 > PARKSIDE ROAD
110
105
El ev 99.20
PVT E1+928.37
PROPOSED TOP OF RAIL
S=-0.03%
100
El ev 96.08
PVIE1+868.37
El ev 99.22
PVC
E1+808.37
105
100
EXISTING GROUND
95
S= 5. 20%
L = 120.00 m
No. 0
REVISIONS EA Amendment
99.254
99.246
99.238
99.229
99.221
99.153
98.831
98.240
97.380
96.251
94.953
PROPOSED TOP OF RAIL PROFILE
99.129
99.053
98.931
98.822
98.755
98.753
98.732
98.551
97.388
96.058
94.806
EXISTING GROUND ELEVATION
E1+725
E1+750
E1+775
E1+800
E1+825
E1+850
E1+875
E1+900
E1+925
E1+950
95
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E1+700
12:07:27
PM
K = 23.23
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC007.dgn
3 7 +9 5
HMH( 2)
TA E1+960 S E N I L H C MAT
8 1
VE HA SYT FOR
2 W 1+961.12 ST
W 1+933.122 CS
2 -5 W S V H 0 P m m H Y W 1+900 D R O
W 1+894.949 SC
7 9
DUNDURN STREET
/ M W
SE W 15 0
30 0
S V
N
7 7
C
350mm
CB
SV
S L U
BMH
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
D
> PROPOSED WB TRACK
7 5
ER
A D R O
P A R A D I S E
4 1- 100 5 m 0 m m m H Y H D Y R D O R O D C
TS
HYDRO
B
W 1+866.94 9
W 1+800
ST
CS
W 1+785.353
W 1+773.35 3
.814 W 1+764 SC
CS
W 1+75 2.814
W 1+724
W 1+73 6.979
.979
W 1+716.439
W 1+700
W 1+704 .439
SC
ST
TS
21 00mm
3 8 +1 0
TS
7 0 0
CONTRACT No. DWG. No.
3 8 +2 5
MAIN STREET W
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E1+700 TO STA E1+960
FILE No.
HH I CO NC RE TE R
CS
HH I WO OD
HH I CO NC RE TE R
HH I WO OD
TWEW S 0 0 STM 0 3 0 x 0x300 00 420 3 4
X O B
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
JAMESSTREETS
D AVENUE REI
LWORTH AVENUE KENI
OTTAWASTREET
MAIN ST E
GROYSTON ROAD CRAI
KI NG ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
BOND STREET LONGWOOD ROAD TW NS I MA
GAGEAVENUE
SHERMAN AVENUE
KI NGS T
QUEENSTON ROAD
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
HE 09B 058
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
HE 09B 059
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
> MACKLIN STREET S
PVIE2+205.02
L = 70.00 m K = 34.31
EXISTING GROUND
El ev 85.02
El ev 87.55
E2+125.02 S= 3. 1 6%
90 PROPOSED TOP OF RAIL
PVC
90
95
El ev 89.07
PVT E2+076.91
El ev 90.17
PVIE2+041.91
PVC
S= 5. 20%
El ev 91.99
E2+006.91
100
95
85
85 L = 160.00 m
REVISIONS
93.653
92.353
91.101
90.024
89.129
88.338
87.548
86.891
86.500
86.375
86.516
93.558
92.237
91.012
89.830
88.919
88.193
87.373
86.562
86.119
85.889
86.115
E1+975
E2+000
E2+025
E2+050
E2+075
E2+100
E2+125
E2+150
E2+175
E2+200
E2+225
12:07:54
PM
K = 23.50
User:wuj6 17/05/2017
CA NNONS TW
LEGEND
0%
100
0
ER ST MA Y Mc T SI VER I UN
N
ER
WESTBOUND
EA Amendment
VE HA SYT FOR
LELAND STREET
HA 40 V0 36
E2+210 .886
SVCSVC
N I
No.
DUNDURN STREET
W 2+21 3.191
HE 09E 044
HH I CO NC R
HA ETE-R 40 V0 37
E2+100
3 E2+076.68 SC
83 E2+054 .6 TS
92 E2+028.5 ST
E2+013.592 CS
E2+000
E1+993.74 4 SC
E1+978.74 4 TS
ST
% 7 . R1 WE E 5S 2 5
C
N 32 GASMAI
N 32 GASMAI
H N MAI S A 32 G A 4 0E 00 6
HE 10E 028
E BL CA E AL BL I CA AX CO CO GE CO
HH I CO NC RE TE R
HH I CO NC RE TE R
450 SEWER 2.8%
HH I CO NC RE TE R
01
MATCH LI NE STA E2+240
HE HA 10E
0S029 > PROPOSED EB4TRACK 0
HE 10E 026
ST
HA 40 T0 1 1
E2+20 0
% 9 . R4 WE E 5S 7 3
HA 40 V0 55
HH I CO NC RE TE R
C
HA 40 V0 01
E2+188 .886
% 9 . R4 WE E 5S 7 3
4.8 0
HA 40 E0 09
L/V
L/V
HH I CO NC RE TE R
HH I CO NC RE TE R
HALRT-RD-NC008.dgn
BA RT ONS TW
C
C
HE 10E 027
SVC
W/M
ST
CS HYD
C
N 32 GASMAI
N
A C
BLE CA AL BLE XI A A C CO O EC G CO
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
M
HH I CO NC RE TE O
BM H
HA 40 V0 40
W 2+20 0
W 2+191 .191
S 4 T R 50 S W 2+100 E E EW E T R S 1.5% K L I N
CO AX I CO AL GE CA CO BL E CA BL E
> PROPOSED WB TRACK
HA 40 H0 02
C
NE STA E1+960 MATCHLI E1+961.54 3
HH I CO NC RE TE O
HA 40 V0 41
HH I WO OD
CONTRACT No. DWG. No.
2.13
HH I CO NC RE TE O
HYD
E BL CA LE L B A I A C AX CO ECO G CO
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC008.dgn
L/V
HE 10E 030
HH I CO NC RE TE O
C
HH I CO NC RE TE O
SVC
1 . 5 0
2.13
300
HA 40 H0 03
HA 40 V0 42
SC
154 W 2+053. TS
878 W 2+027.
CS
ST
78 W 2+012.8
W 2+000
W 1+993.033 SC
W 1+978.033 TS
W 1+961.122 ST
W 2+075.154
MAIN STREET W
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E1+960 TO STA E2+240
0 2 .1 W 0 10 x2 50 22
B/O
HA 41 V0 32
6
E2 +30 0
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
GROYSTON ROAD CRAI
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
MAIN ST E
QUEENSTON ROAD
LEGEND
0 0 +5 2 E
W A S / M M A IN
4 36 5. 8 +4 E2
0%
5 2 0 0 0 0 G
C
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
CS
LI MI T
EAST BOUND TRACK USED AS REFERENCE LINE
> PROPOSED EB TRACK HE 09 A0 61
DE 400 SI GN
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
E2+
SC
TS
E2+ 377 .4
46
E2 +34 8.4 4
EXISTING GROUND LINE (PROFILE)
NOTES:
EASTBOUND
WESTBOUND
100
90
El ev 87.94
PVT E2+285.02
PROPOSED TOP OF RAIL
El ev 95.78
PVIE2+499.87
El ev 93.86
95
PVC
E2+447.37
100
95
65% 3. S=
L = 105.00 m K = 23.60
90
85
85 L = 160.00 m K = 23.50
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
No. 0
REVISIONS EA Amendment
86.923
87.595
88.486
89.399
90.311
91.224
92.136
93.048
93.959
94.711
95.199
86.375
85.990
86.739
82.002
79.770
80.150
81.341
82.803
82.610
82.298
82.551
E2+250
E2+275
E2+300
E2+325
E2+350
E2+375
E2+400
E2+425
E2+450
E2+475
E2+500
12:08:22 PM
EXISTING GROUND
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC009.dgn
KI NG ST E
T S
ER
HE 09 B0 59
KI NGS T
14 +5 2 E
W SE
C
N
CA NNONS TW
TW NS I MA
4 6 .3
> PROPOSED WB TRACK
M ST
HE 09 B0 58
HALRT-RD-NC009.dgn
BA RT ONS TW
LWORTH AVENUE KENI
SC
C
ER ST MA Y Mc T SI VER I UN
GAGEAVENUE
A ST
CS
NE I HL C AT M
TS
HH CO I NC RE TE -R
S T
W
C
SHERMAN AVENUE
W2 +34 6.5 51
OX B N I W 0T M T 0 0 0S 0 3 0 3 x x 0 0 2 0 4 0 3 4
LELAND STREET
HA 41 V0 08
VE HA SYT FOR
W 69 .4 3 48 2+
L/V
OTTAWASTREET
0 0 +5 2
N
AIR
B/O
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
W 2+4 00
W2 +30 0
HE 09 B0 57
C HH W I OO D
% R0 WE E S
MAT CHL I NE
HH W I OO D
W 2+ 375 .551
STA E2+ 240
% 4 R. WE E 0S 0 6
HA 41 V0 1 2
HE 09 E0 45
CONTRACT No. DWG. No.
20 5 + E2
L/V
FILE No.
W
T/V
HA 40 E0 05
T S
L/V
MAIN STREET W
9 6
% 4 R. WE E 0S 0 6
.4 12 5 + 2
N MAI GAS 200
4 3 +5 2
NER 0% I W W SE M 00T ST 0 0 30 30 0x x 20 4 00 43
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
PROPOSED TOP OF RAIL PROFILE
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E2+240 TO STA E2+520
W
4
W
8 +7
5
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
JAMESSTREETS
BAYSTREET
QUEEN STREET
BOND STREET LONGWOOD ROAD
E 2 +8 0 0
E2+ 735 .837
4 B E L L
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE)
H M E H 09 E 10 1
EAST BOUND TRACK USED AS REFERENCE LINE
E 2 + 8 0 0
SC
D U C T
TS
OTTAWASTREET
EXISTING PROPERTY LINE
S T A
E2+710. 837 TS
E2+700
ST
SC
S
LRT TRACK CENTRELINE
M A T C H LI N E
E2+664 .209
E2+635.209 CS
600 E2+
86 .5 5 6 +5 E2 6 58 6. 3 +5 E2
NE I HL C T MA
LWORTH AVENUE KENI
8 +6 0
3
VEHICLE ENTRANCE ONLY
ER
A ST
QUEENSTON ROAD
M
C A B LE
MUNICIPAL MAINTENANCE
W SE
20 5 + E2
MAIN ST E
LEGEND
O P TI C
HE S 09 MH E1 02
F I B R E
ST
KI NGS T
U N I C A TO N S
DC B
ULS
GAGEAVENUE
SE W ER
2 + 8 0 0
48 +4 5
TS
SHERMAN AVENUE
48 +3 0
W
4 53 2+
BM H
KI NG ST E
C O M
.4 12 5 2+
CA NNONS TW
TW NS I MA
L E V E L
69
12 00
00 12
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
WESTBOUND
El ev 95.03
El ev 94.43
PVIE2+668.83
E2+628.83 PVC
S= 0. 80%
PVT E2+708.83
100 El ev 94.75
100 El ev 95.36
105
PVT E2+552.37
105
95
PROPOSED TOP OF RAIL
50% . 1 S= 50% . 1 S=
95
EXISTING GROUND
L = 105.00 m L = 80.00 m
K = 23.60
K = 34.75
90
No. 0
REVISIONS EA Amendment
95.421
95.379
95.180
94.980
94.780
94.644
94.687
94.909
95.273
95.648
96.024
96.399
88.057
87.232
89.972
88.584
88.387
92.858
94.234
94.863
95.165
95.541
95.775
96.142
E2+525
E2+550
E2+575
E2+600
E2+625
E2+650
E2+675
E2+700
E2+725
E2+750
E2+775
E2+800
90
12:08:46 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC010.dgn
ER ST MA Y Mc T SI VER I UN
N
SM H
ULS
> PROPOSED EB TRACK
HALRT-RD-NC010.dgn
BA RT ONS TW
HE 09 E0 88
DCB
ULS
VE HA SYT FOR
LELAND STREET
SC
CB
DUNDURN STREET
W 2+ 735 .24 4
TS
4 8+ 15
20 .1
ULS
N
ULS
4 8+ 00
SC
DCB
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
W 2+710 .24 4
W 2+700
W
> PROPOSED WB TRACK
4 7+ 85
4 7+ 55
4 7+ 40
CS
0 12 3. 6 5 2+
1 2 0 0S E WE R
HMH
ULS ULS
ULS
4 7+ 70
CB
CONTRACT No. DWG. No.
W 2+661 .74 3
ULS
ST
4 7+ 0 W1 2+632. 743
4 6+ 95
4 6+ 80
600 W 2+
EW ER 1350 S
4 6+ 65
1950 SEW ER
CB
FILE No.
KING STREET W
4 7+ 25
4 6+ 50
ULS
CB
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E2+520 TO STA E2+800
SMH
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
MAIN ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NG ST E
NASH ROAD
DUNDURN STREET
TW NS I MA
GAGEAVENUE
SHERMAN AVENUE
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
W 3+076.911 SC
KI NGS T
QUEENSTON ROAD
LEGEND
HYDRO
00mm 1 2-
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE) EXISTING GROUND LINE (PROFILE)
5 9 5
EAST BOUND TRACK USED AS REFERENCE LINE
SC
E3+070.723
W HP
NEW
0 1
NEW
STREET
.723 TS REETE3+054 ST
HY D VB
W HP CB
ST
5 1 6
CA NNONS TW
S UL
HF09E079
SMH 150 W /M
300 SEW ER
RS
E3+038.598
9 1 6
CS
2-100m m
GASVL V
HYDRO
1 2 6
SV
HYDRO
SV
3-50m m
HYDRO
HY DRO 1-50m m
E3+000 SC E3+001.316
HY DRO 2W x1H
2-100m m 3-50m m
HY DRO
BM H
ULS
UV
1 3 6
E2+985.316
P TS
G
G
SV
HYDRO
CB
6 0 0S E WE R
S UL
GASVL V
1 00 I P GASMAI N
TS
P TS
41 00mm
S MHHF 7 8 0 B 9 0
ULS
GASVL V
SV RS
1 5 6
SMH HF09B092
P TS
T UI BELL CO ND
N P GASMAI 50 I
300 SEW ER
HYDRO
S 0 MHHF 9 E 0 8 1
N
BA RT ONS TW
LWORTH AVENUE KENI
HMH
4 5 0S E WE R
G
150 W /M
1 50mm
MATCHLI NE STA E3+080
HMH
4-100m m
P TS
12-75m m 3W x4H
51+45
HYDRO
HMH
ER ST MA Y Mc T SI VER I UN
UL S
CB
51+60
51+15
51+30
51+00
1 675mm
S UL
HYDRO
W 3+060.911 TS
HYDRO 16-75m m
W 3+04 0.477 ST ULS
W 3+024.477 CS
SC
TS
50+85
300 W/M
E3+022.598
CB
E2+900
N P GASM AI 50 I
E2+839.464 ST
64 E2+814 .4
HYDRO
P TS
> PROPOSED EB TRACK
CS
ULS
VB
BEL L CONDUI T ( 2D)
P TS
UL S
SMH 6 8 0 B 9 0 HF
BMH
VC
HYD
W 3+000 W 3+003.195
W 2+987.195
250mm
N P GASM AI 200 I
RS
30 I P GASMAI N
SV
SV
W HP
UV
W HP ULS
SMH HF09B085 CB
VC R WE E 0S 0 6
PHONE
ULS GASVLV
BEL L CONDUI T ( 2D) SV
SV
HMH S MHHF09E088
CHP
RS
DUNDUR N
V
VC
UL S
HYD V
SV
G
50+55
HMH
HM H
RS
ULS
RS
S UL G
N
OTTAWASTREET
N P GASM AI 50 I
BELL DUCT VC
UP UP
50+40
50+25
S UL
R E
VB HYD
PHONE
CB
50 I P GASM AI N
800 E2+
P TS
CB
DCB
DUCT BELL
9 8 0 B 9 0 HF SMH
BEL L CONDUI T ( 6D)
RS
2 1 6
W E S
DUNDUR N
6D) T ( L CONDUI BEL
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
0 2 6
2 2 6
R E
0 60
SHEET No.
C11-12-10
4 2 6
0 60
6 0 0S E WE R
BMH
VC
CONTRACT No.
DWG. No. HALRT-RD-NC011.dgn
50+70
HF 0 9 E 0 9 1S MH
S MH
MH S
9 0 0S E WE R
W E S
T I U D N O C D) (2
CABLE
6 0 0S E WE R
50+10
49+95
49+80
49+65
49+50
CB
HE 0 9 E 0 9 6
VC
VC
> PROPOSED WB TRACK
HE09B090 S MH
MH S 9 9 0 B 9 0 HE
HMH
P S TS UL
RS
P TS
CB
49+35
5 4 9+0
8 9 0 B 9 0 HE MH S
SV
CB
300 W/M
VC
49+20
VC
RS
BEL L CONDUI T ( 1 D) VB
UL S
STREET DUNDURN
SV
CHP CB
ST
CS
P TS
ULS
RS
RS
RS
800 + 2 E STA 0 E 4 8+9 N LI H C MAT
8 4 6
VB(2)
1 0 1 E 9 0 HE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
WESTBOUND
EASTBOUND
110
E3+049.03 El ev 101.17
105
PVC
PVT E2+982.74 El ev 100.11
PVIE2+965.24 El ev 99.84
E2+947.74 El ev 99.45 DUNDURN STREET STOP
PVC
PVIE2+832.10 El ev 96.88
E2+807.10 El ev 96.51 PVC
100
PVT E2+857.10 El ev 97.44
PROPOSED TOP OF RAIL
PVIE3+076.53 El ev 101.61
> NEW STREET
> DUNDURN STREET
110
105
59% . 1 S=
100
22% 2. S=
L = 55.00 m K = 42.06
L = 35.00 m K = 55.84
95
95 EXISTING GROUND
No. 0
97.282
97.834
98.388
98.943
99.498
99.986
100.390
100.788
101.186
97.185
98.078
98.663
98.998
99.371
99.702
99.992
100.385
100.821
E2+850
E2+875
E2+900
E2+925
E2+950
E2+975
E3+000
E3+025
E3+050
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
Project Manager
SCALES 0
10m
HORIZONTAL
1m
2m
VERTICAL
1:500
4m
PROPOSED TOP OF RAIL PROFILE
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME 0
Elevation=
5m
101.664
96.798 96.561 E2+825
REVISIONS EA Amendment
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
EXISTING GROUND ELEVATION
E3+075
96.399 96.142 E2+800
12:09:12 PM
L = 50.00 m K = 69.72
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC011.dgn
W 2+900
W 2+838.872
VC
CB CB
RS
CB
CABLE
W HP
ULS
72 W 2+813.8
HM H
CB RS
6 7 6
L L E B
C TI BRE OP S -FI CATON M UNI
800 W 2+
COM LEVEL3
MH S
4
FILE No.
P TS
300 SEW ER
TE ST SN E BA NAL AD LBEA BREADABR
VB B
C RS
KING STREET W 9
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E2+800 TO STA E3+080
FILE No.
KING STREET W
150 W /M
E3+322.609
1 8 4 3 8 4
1 9 4
TS
3 7 4
4 1
G
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
LWORTH AVENUE KENI
GAGEAVENUE
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
SHERMAN AVENUE
MAIN ST E
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
E3+361.36
El ev 107.40
PVC
> LOCKE STREET
> LOCKE STREET El ev 106.88
PVT E3+325.12
El ev 106.66
PVIE3+310.12
El ev 106.41
PVC
E3+295.12
> MARGARET STREET
El ev 104.51
PVT E3+184.80
El ev 104.17
PVIE3+164.80
El ev 103.59
E3+144.80
PROPOSED TOP OF RAIL
110
43% . 1 S=
72% . 1 S=
105
PVC
El ev 102.41
PVT E3+104.03
> STRATHCONA AVENUE N
> STRATHCONA AVENUE S
115
105
L = 50.00 m K = 69.70
90% 2. S= EXISTING GROUND
L = 30.00 m K = 103.40
L = 40.00 m
100
100
K = 33.84
L = 55.00 m
REVISIONS
INITIAL
DATE
LH
16/10/31
103.014
103.735
104.329
104.773
105.202
105.632
106.061
106.490
106.877
107.234
107.604
PROPOSED TOP OF RAIL PROFILE
102.786
103.477
104.180
104.649
105.058
105.455
105.866
106.051
106.482
107.040
107.375
EXISTING GROUND ELEVATION
E3+150
E3+175
E3+200
E3+225
E3+250
E3+275
E3+300
E3+325
E3+350
E3+375
DESIGN C CHAINAGE L
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E3+125
E3+100
12:09:38 PM
102.291
K = 42.06
User:wuj6 17/05/2017
KI NGS T
EASTBOUND
110
0
CA NNONS TW
GASVL V
1 7 4
115
EA Amendment
N
BA RT ONS TW
KI NG ST E
9 6 4
WESTBOUND
No.
HALRT-RD-NC012.dgn
TW NS I MA
7 6 4
5 7 4
5 0 5
LELAND STREET
W 3+383.895
54+60
GASVL V
P TS
P TS
4-75m m
HY DRO
1 00 I P GASMAI N
VC
SV
MATCHLI NE STA E3+380
CS
HY DRO
HY DRO 16-75m m
7-50m m
150 W /M
m 2-75m
300 SEW ER 54+45
54 +30
SV
.
SV
T M ARGARE
7 4 5
SV
SV
CB SU U T SV TS SV
300 SEW ER
CHP
SV
E3+332.609
SMH
VC HY DRO
SV
U TSHMH
CHP
1-50mm HYDRO
ER ST MA Y Mc T SI VER I UN
OTTAWASTREET
T STR EEET CKE RE L OOC KE ST
L HY DRO
SMH HF09B036
CB
375 SEW ER
HYDRO
W 3+326.765 SC
16-75m m
W 3+316.765
54 +15
HMH
N P GASM AI 50 I
5 4 5
CHP
4-75m m
HM H
HY DRO 3-100m m HY DRO 1-50m m
E3+200
m 2-100m
HY DRO
VB HYD
CB
E RET WE SER 0T T 30S R AE RTG TE M AS RE
8
> PROPOSED EB TRACK WHP
400 W /M
6
HMH
CB
SC
0 0 6 3 6 0 B 9 0 HF
UL S
1 00 I P GASMAI N
GASVL V
300 SE
S V ENUE C O NA A 2-50m m HY DRO STRATH W ER
HY DRO
150 W /M
4-75m m
3 7 5
VC
MH S 7 3 0 B 9 0 HF
VC
R WE SE
E3+300
R WE E 0S 0 6
UL S
8 6 0 B 9 0 HF
1-50mm HYDRO
9 7 5
VC
U TS
VC H SM
HF09E061
CB
2
V
CB
6 0 0S E WE R
MHHF09B062 S
50 W/M 1
VC
HF09E067
VB HYD
7 7 5
A L LS T R E A M
54+00
53+70
HMH
MH S
VC
TS
W 3+300 HYDRO 16-75m m
53+40
53+25
53+10
300 W/M
53+55
CB
CHPTSU
CHP
1-50mm HYDRO
CHP 53+85
HYDRO
HYDRO 16-75m m
375 SEW ER
52+95
52+65
16-75m m
W 3+200
300 W /M
STR
2-50m m
16-75m m
300 SEW ER
HYDRO
HY DRO
HY DRO
HF09E069
2) V( GASVL
E3+107.647
V
U TS
4 5 0S E WE R
MH S
UL S
5 7 5
UL S
1-50mm HYDRO
HMH
6 0 0S E WE R
ULS
1 8 5
UL S
CB
VC
MH S
HMH
ST
E3+100
5 8 5
HMH
HYD VB
HYDRO
4 5 0S E WE R V
HYDRO 1-50m m
HYDRO
VC
UP
> PROPOSED WB TRACK
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
0 7 4
SM H
GASVL V
E3+091.647
52+50
450 SEWER
1 50mm
52+35
A L LS T R E A M
1 00 I P GASMAI N
CS
UL S
30 I P G ASM AI N
N
8
HF09E038
HF 0 9 B 0 8 0
16-75m m
HY DRO 2-100m m
300 W/M
SV
5 9 5
V GASVL
52+20
52+05
N P GASMAI 50 I
4 5 5
52+80
W 3+113.834
ST
HYDRO
51+90
51+75
ULS
S U NC A NA D I A NP I P E L I NE C A NA D I A NP A C I F I CV I D E OC A B L E
SMH
S UL
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC012.dgn
0 6 5
GASVL V
UL S
00mm 1 2-
0 7 5
16-75m m
1-50m m
HYDRO
W 3+100
N P GASMAI 50 I
V ENUE AE NA ENU THC OAV AA R T S N O C ATH
N P GASM AI 30 NI P GASM AI 30 I
N
DWG. No.
CB
NE STA E3+080 MATCHLI
CS
W 3+097.834
0 1 6
1 1
CONTRACT No.
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E3+080 TO STA E3+380
N M AI P G AS 50 I
KING STREET W
HALRT-RD-NC013.dgn
SMH E R
HF09E020
VC
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
GROYSTON ROAD CRAI
GAGEAVENUE
MAIN ST E
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
SHERMAN AVENUE
KI NG ST E
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
E3+636.472
150 W /M
E3+622.976
KI NGS T
UL S
R WE E 5S 7 6
CB
PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
CS
SC
1 9 3
2
TS E3+599.976 E3+600
E3+580.422
3 9 3
ST
3 0 4
SC
TS
5 1 4
7 0 4
E3+567.422
3 1 4
CS
7 1 4
E3+551.079
N M AI P G AS 50 I
4 -75m m
3 2 4
CA NNONS TW
TW NS I MA
OTTAWASTREET
VB
SMH
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
LWORTH AVENUE KENI
S E W
VB HYD
UL S
HYDRO
R WE E 0S 0 3 HF09E022
67 5
SMH HF09E021
57+30
MH S
NE STA E3+640 MATCHLI
ST
HY DRO
W 3+634 .037
HF09E113
SMH 2 1 1 B 9 0 HF
HY DRO
50mm 1
57+15
2) HMH(
57+00
56+85
56+70
56+55
56+40
56+25
56+10
CB
V
N P GASMAI 50 I
E3+500
ST
UL S
GASVL V
16-75m m
W 3+621.037 CS
HY DR O VC
150 W /M
275 mm
TREET T SE YTRE RAYRAS
W 3+599.510 W 3+600 O HY DR
SC
mm 4 -100
HY DRO
16-75m m
16-75m m
TS
HY DRO
W 3+586.510
W 3+500
mm ST 3-50 HYDRO
50 W /M
5 3 4
CS
1 5 4
E3+475.143
9 3 4
7 4 4
1 3 4
SC
3 5 4
E3+465.143
5 5 4
TS
CS
E3+399.742 ST E3+400
E3+389.742
7 6 4
E3+485.363
> PROPOSED EB TRACK
1 E3+495 .363 2-50m m
VB HYD
CHP
HYDRO
UL S
UL S
S VLVUL GAS
V GASVL
UL S
UL S HYDRO
CB
VC
E3+538.079
300 W/M
V GASVL
3 6 4
50mm 1
S MHHE09E026
R WE E 0S 0 3
HMH
VC
50mm 1
VC
HY DRO
G
HMH
VB
R WE E 0S 5 4
mm 3-100
CHP
N P GASMAI 50 I
CHP
HMH
HYD
R WE E 0S 0 3
GASV LV
P
UL S
UL S
CB
0 7 3
V GASVL
VB
MH S 7 2 0 B 9 0 HF
5 2 5S E WE R
9 6 4
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
4 7 3
8 7 3
M A E R T LS L A
MHHF09E028 S
300 SEWER
SV TS
HY DRO
STR PEARL
VC
300 W/M
150 W /M
CB
SMH HF09E029
V
N
55+95
CHP
W 3+497.518
TREET PEARLES ET
O 8 W 3+487. HY DR51
m 8-100m
CS
HY DRO
SV
55+80300 SEW ER
P TS SV
P TS
16-75m m
SC
HY DRO
TS
V GASVL N P GASMAI 50 I
55+65
CHP
6 2 4
55+50
CHP
SV
55+35
55+05
V GASVL
1-50mm HYDRO
SV
55+20
SV
54+90
54+75
P SV TS
m 2-100m
m 2-50m
16-75m m
HY DRO
HY DRO
ST
2 6 4
7
W 3+477.295
W 3+467.295
W 3+400
W 3+393.895
W 3+383.895 CS
HY DRO
HY DRO
0 3 4
V GASVL
1 7 4
0 1
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
2 1
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
WESTBOUND
120 > RAY STREET
> RAY STREET
> PEARL STREET
120
115 El ev 110.64
PVC
E3+597.32
El ev 110.42
PVT E3+543.26
El ev 110.26
PVIE3+503.26
El ev 109.40
E3+463.26
PROPOSED TOP OF RAIL
40% 0. S=
PVC
El ev 108.29
PVT E3+411.36
El ev 107.75
PVIE3+386.36
115
110
110
5% 1 2. S=
EXISTING GROUND
L = 90.00 m L = 80.00 m
K = 31.58
K = 45.84
105
105 L = 50.00 m
No. 0
REVISIONS EA Amendment
108.055
108.582
109.118
109.640
110.044
110.311
110.448
110.548
110.647
110.626
PROPOSED TOP OF RAIL PROFILE
107.877
108.378
108.880
109.433
109.754
110.048
110.291
110.474
110.459
110.530
EXISTING GROUND ELEVATION
E3+425
E3+450
E3+475
E3+500
E3+525
E3+550
E3+575
E3+600
E3+625
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E3+400
12:10:05 PM
K = 69.70
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC013.dgn
8 5 4
> PROPOSED WB TRACK
SU SV T
DWG. No. 4 1
CB
75m m 16-0 NE STA E3+38 MATCHLI 7-50m m
4 6 4
HYD
CONTRACT No.
3 1
2 6 4
6 6 4
FILE No.
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E3+380 TO STA E3+640
HYDRO HYDRO
FILE No. N P G ASMAI 400 I
HMH
N P GASMAI 30 I
VC
HY DRO HY DRO
HALRT-RD-NC014.dgn
N P GASM AI 400 I
4 1
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
JAMESSTREETS
D AVENUE REI
LWORTH AVENUE KENI
OTTAWASTREET
MAIN ST E
GROYSTON ROAD CRAI
KI NG ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
CA NNONS TW
TW NS I MA
GAGEAVENUE
LELAND STREET
W 3+915.289
SHERMAN AVENUE
HY DRO
PT
60+00
3 6 2
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
1 1
3-100m m 4-50m m
ST
TS
5 8 2
SC
5 E3+865.95
E3+881.955
5 7 2
2-50m m 4 -50m m
HY DRO HY DRO 2-50m m
67 0m m -51 4 E3+833.
2-50m m
E3+817.671
HY DRO
SC
E3+800
5 1
CS
E3+781.713
E3+765.713 TS
ST
E3+700
E3+659.472
E3+636.472 CS
.
3 6 3
300 W /M HY DRO 3-75m m HY DRO 2-50m m
300 SEW ER
V GASVL
> PROPOSED EB TRACK
3-75m m
UL S
HYD
NE STA E3+920 MATCHLI
UL S
VB HYD
VB
V
UL S
CB
UL S
UL S
UL S
UL S
UL S
E3+918.709
HYDRO
50mm 1
300 W/M
BEL L DB( 2D)
BMH
ST
UL S
SMH 8 4 1 E 9 HG0
50 W/M 1
HY DRO
MH S 8 5 1 E 9 HG0
5 67
ER W SE VC
2-50m m
M HG0 9 E 1 5 6S
VC
HMH
9 4 1 E 9 SMH HG0
R WE E 5S 7 4SMH 6 5 1 E 9 HG0
H
DCB
UL S
59+85
VC
675 SEWER
HYDRO
HMH HMH
E3+900 E3+902.709 CS
300 SEWER
UL S HG0 9 A 1 5 5 SMH
2 6 2
V UL GASVL V GASVL S
UL S
N P GASMAI 50 I CB
3-75m m ) BELL DB(12D
HMH
59+55
59+40
59+25
UL S
DUCT
UL S
59+70
L BEL
V GASVL
UL S
6 6 2
UL S
VC
2) V( GASVL HYD VB
ET ESSSTS ET RE TRE SS HEH
.
2 / 61 7 2
0 7 2
HY DRO
W 3+868.500
6 7 2
8 7 2
VB
300 W/M
150 W /M
16-75m m 2-50m m
2-50m m
59+10
PC
HY DRO
ST
CS
16-75m m
7 5 1 E 9 MHHG0 S
HYDRO HYDRO
W 3+823.734
W 3+807.734
W 3+800
HYDRO
HY DRO 3-75m m
H O 3W x3 WDR 3+782. 799 HY
Q
N QUEE UEEN
VB
HMH
2 7 2
8 6 2
HY DRO HY DRO
1 50mm
UL S
V GASVL
2 8 2
DC B
UL S
V
UL S GASVLV
0 8 2
VB
QUE E N
UL S
VC
UL S
8 8 2
7
.
6 7 5S E WE R
58+35
50 W/M 1
C A NA D I A NP A C I F I CV I D E OC A B L E S U NC A NA D I A NP I P E L I NE
58+50
HYDRO
0 0 3
0 9 2
9
VB
3 0 0S E WE R
1 675mm
B C
UL S 58+20
VB
57+90
57+75
57+60
57+45
50 I P GASMAI N
A L LS T R E A M
4 9 6 2 9 8 2 9 2 2 / 61 9 2
58+95
HYDRO
UL S
UL S
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
3 1
NOTES:
EASTBOUND
WESTBOUND
115 > HESS STREET El ev 107.19
105
El ev 104.06
PVT E3+888.65
K = 31.58
El ev 104.41
PVC
S= 3. 1 7%
L = 90.00 m
PVIE3+873.65
PROPOSED TOP OF RAIL
El ev 104.89
110
E3+858.65
PVT E3+785.86
El ev 107.67
PVIE3+770.86
PVC
S= 2. 45%
> QUEEN STREET
QUEEN STREET STOP
El ev 108.04
E3+755.86
El ev 109.71
PVT E3+687.32
El ev 110.82
PVIE3+642.32
115
110
105 S= 2. 38%
L = 30.00 m K = 41.88 EXISTING GROUND
L = 30.00 m K = 38.38
No. 0
REVISIONS EA Amendment
110.408
109.992
109.404
108.791
108.179
107.523
106.745
105.954
105.162
104.405
103.785
PROPOSED TOP OF RAIL PROFILE
110.247
109.750
109.253
108.749
108.245
107.732
106.707
105.930
105.131
104.357
103.780
EXISTING GROUND ELEVATION
E3+675
E3+700
E3+725
E3+750
E3+775
E3+800
E3+825
E3+850
E3+875
E3+900
100
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E3+650
12:10:31 PM
100
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC014.dgn
1 50mm
UL S
58+05
A L LS T R E A M
VC
58+80
GASVL V
6 0 3
SC 9-100m m
H HM
58+65
UL S
HG09E153 SMH 375 SEW ER
TS
16-75m m
MATCHLI NE STA E3+640 57+30
> PROPOSED WB TRACK
9-100m m
HYDRO
W 3+766 DRO .799 HY
W 3+700
6 8 3 6 6 3
N
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
HYDRO
ET
STRE STREET
.
4 5 3
CONTRACT No. DWG. No.
BELL DBW 3+900 (2D)
3 1
16-75m m
KING STREET W
200 W /M
50mm 4-
VE HA SYT FOR
00mm 1 9-
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E3+640 TO STA E3+920
FILE No. 4W x3H
SANFORD AVENUE
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
MAIN ST E
LWORTH AVENUE KENI
GAGEAVENUE
SHERMAN AVENUE
KI NG ST E
CENTENNI ALPARKWAY
TW NS I MA
JAMESSTREETS
BAYSTREET
QUEEN STREET
KI NGS T
WENTWORTH STREET
DUNDURN STREET
BOND STREET LONGWOOD ROAD
LELAND STREET
CA NNONS TW
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
HY DRO
PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
.
9-100m m
2-50m m
N
BA RT ONS TW
UL S
300 W /M
HY DRO 6-100m m HY DRO 1-50m m
CB
450 SEW ER
H 088 HG09B
SM 150 W /M
E4+200 10-75m m
6D) BELL DB(
ST
NE STA E4+210 MATCHLI
63+00
ER
VC
V
UL S
VE HA SYT FOR
300 W /M
STREET
HY DRO 12-100m m HYDRO 1-50m m
SMH 99 AY 09A0 HGB
VC
HALRT-RD-NC015.dgn
SE W ER
VC MH S
HMH
ER ST MA Y Mc T SI VER I UN
OTTAWASTREET
STREET .
BAY
W 4+200
12-75m m 2-50m m 1-50m m
HY DRO HY DRO HY DRO
BELL(6D)
150 W /M
62+85
HMH
HYD
1-50m m
E4+160.672
E4+144.672 CS
E4+134.675
E4 +118.675
37 5
HY DRO HY DRO
UL S HYDRO
UL S
5 8 1
TS
E4 +104 .142
E4 +100
CS
R E
CB
2-50m m
UL S
UL S
ST
E4+088.142
E4+074.502
3 9 1
SC
3 1 2
1 9 1
PB PB
R WE E 0S 5 0 1 MH S 6 9 0 B 9 HG0 VC
HY DRO
UL S
VC
VB
UL S
UL S
H
5 09 A 9 0 G H
HY DRO HY DRO
UL S
M R S WE E 0S 5 4
7 9 0 A 9 HG0 MH S
VB
SE W
NE I L E P I NP A I D NA A NC U S E L B A OC E D I CV I F I C A NP A I D NA A C
VB
10-75m m 2-50m m
VB HYD
MH 8S 9 0 A 9 HG0
CB
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
UL S
0 45
GASVL V UL S
CONTRACT No. DWG. No.
45 0
M A E R T LS L A
16-75m m 2-50m m
HYDRO
62+55
UL S
62+40
UL S
GASVL V
GASVL V
W E S
) BELL (16D
GASVL V
2 5 2 1 / 81 5 1
62+70
ST
2 / 01 6 1
8 5 1
0 6 1
HY DRO
W 4+162.268
W 4+146.268
W 4 +136.275 SC 62+25
62+10
61+95
61+80
61+65
CS
W 4+120.275
TS
HY DRO HY DRO
16-75m m
16-75m m 2-50m m
ST
CS
W 4+105.719
W 4+100
W 4+089.719
W 4+076.082 SC
HYDRO
W 4+060.082 TS
HY DRO 15-75m m
61+50
8 6 1
2 6 1
4 6 1
R WE E 0S 5 4
300 W/M
UL S
6 6 1
0 7 1
2 7 1
GASVL V( 2)
SC
5 5 2
UL S VB
R WE E 0S 5 4
3-75m m
3 4 2
5 1 2
8 7 1
HYD UL S VB UL S
50 W/M 1
4 7 1 6 7 1
9 0 1 A 9 SMH HG0
HY DRO
E4+000
1 4 2
T NE STREE C ARO LI HG09E108
HYDRO 1-50m m
HYDRO
HYDRO 1-75m m
5 3 2
3-100m m
HYDRO 1-50m m
E3+918.709
GASVL V
> PROPOSED EB TRACK
5 5 2
NE CAROLI
CB
GASVL V
0 8 1
N
R WE E 0S 5 0 1
E4+058.502
N P GASMAI 50 I
GASVL V
ST
MH S 1 1 1 A 9 HG0 V CB
2) UL S VB(
UL S
4 9 1
0 1 1 E 9 MH HG0 S
TS
UL S
UL S
VC
12-100m m
UL S
HMH
V
3 7 5S E WE R
UL S
HMH
HY DRO
7 7 1 A 9 HG0
VC
1 1
UL S
UL S
61+35
CB
UL S
HG09E112 VC S 150 WM/M H CB HG 09 B1 13 5 25 SE WE R
UL S
SMH
R WE E 5S 7 3
STREET
UL S
6 0 2
SM H
2) V( GASVL
SMH
R WE E 0S 5 0 1
UL S
0 2 2
61+05
UL S
2) V( GASVL
2) V( GASVL
60+90
HYDRO
2) V( GASVL
60+75
50mm 2-
2) V( GASVL
60+60
HMH
UL S
60+45
60+30
60+15
UL SA M A E R T LS L
V HYD GASVL 2) V( VL VB
AS UL SG
300 SEW ER 150 W /M
2 / 21 2 2
N P GASMAI 00 I 1 V GASVL
8 1 2
300 SEW ER
> PROPOSED WB TRACK
2 / 41 2 2
VC
6 3 2
8 2 2
2 3 2
2 2 2
4 2 2
61+20
4 3 2
0 3 2
6 1 2
16-75m m
2 4 2
8 6 3 2
HYDRO
W 4+000
2 / 41 4 2
HYDRO
6 4 2
2 / 21 4 2
UL S
NOT FOR CONSTRUCTI ON
2 1
NOTES:
EASTBOUND
WESTBOUND
110 > BAY STREET
> CAROLINE STREET
El ev 99.81
PVT E4+157.50
S= 1 . 00%
El ev 99.94
PVIE4+142.50
E4+127.50 PVC
PROPOSED TOP OF RAIL
El ev 100.09
105
El ev 100.91
PVT E4+045.39
S= 2. 38%
El ev 101.33
PVC
PVIE4+002.89
El ev 102.34
E3+960.39
110
105
100
100
S= 0. 82%
EXISTING GROUND
L = 85.00 m K = 61.38
L = 30.00 m K = 169.49
No. 0
103.189
102.592
102.014
101.528
101.144
100.860
100.610
100.360
100.110
99.875
99.668
99.462
PROPOSED TOP OF RAIL PROFILE
103.101
102.582
101.954
101.470
100.988
100.770
100.411
100.253
99.986
99.797
99.640
99.440
EXISTING GROUND ELEVATION
E3+950
E3+975
E4+000
E4+025
E4+050
E4+075
E4+100
E4+125
E4+150
E4+175
E4+200
95
DESIGN C CHAINAGE L
REVISIONS EA Amendment
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E3+925
12:10:58 PM
95
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC015.dgn
4 5 2
6 5 2
8 4 0 2 5 2
6 2 2
3 1
CB
NE STA E3+920 MATCHLI
8 5 2
2 5 2
16-75m m
4 4 2
.
9-100m m 4-50m m
1 1
HY DRO
HY DRO
KING STREET W
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E3+920 TO STA E4+210
NE PELI E PI C. H.
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
JAMESSTREETS
D AVENUE REI
LWORTH AVENUE KENI
MAIN ST E
OTTAWASTREET
GAGEAVENUE
KI NG ST E
GROYSTON ROAD CRAI
TW NS I MA
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
SHERMAN AVENUE
SMH
ST S
CA NNONS TW
QUEENSTON ROAD
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
MACNAB M GRP.TELECO ) H BELL DUCT UG RO TH ( R BE FI
N RW C P GASMAI 100 I
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
LEGEND
MACNAB ST S
HY DRO HY DRO 12-75m m 2-50m m
E4 +4 00
SUMMERS LN
E4 +364 .318
SUMM ERS LANE
> PROPOSED EB TRACK
ST
VB
VC
BB CC
1350 SEW ER
UL S
4-75m m
HYDRO HYDRO
E4+352.318
E4+339.436 SC
E4 +327.436
E4+294 .783 ST
TS
E4+281.783 CS
E4+300
E4+265.466
E4+252.466
SC
00mm 1 450mm 2-
UL S
VB
VC
UL S
ER W SE
conc pad
GASVL V
50 10
VC
HYDRO
BO L
V
UL S
TS
CB
1 50mm
HY DRO
HYDRO
VB
9 8 0 B 9 HG0
CB
CS
1 50mm
HYDRO
HYDRO
300 W/M
UL S
2-50m m
15-100m m
300 W /M
UL S
CB VB HYD UL S
VC
VB
H SM
VC
MH S
VC
UL S
65+70HG09B019
8 1 0 B 9 HG0
MATCHLI NE STA E4+480
R WE E 0S 5 0 1
1 0 5 0S E WE R
VC
VC
65+25
HMH
CB
65+10
64+95
HMH
LELAND STREET
HYDRO 21-100m m 1350 SEW ER HYDRO m 1-50m
HYDRO
HYDRO
UL S
BMH
65+55
UL S
CB
64+80
HMH S MH HG0 9 B 1 8 8
1 9 0 B 9 SMH HG0
2-50m m
18-75m m
HYDRO
HYDRO 18-100m m
1-50m m
W 4 +400
HYDRO 18-100m m
mm 2-50ST
W 4 +365.74 0
HYDRO
HYDRO
18-75m m
W 4 +353.74 0 CS
HYDRO
W 4+340.864
HMH
64+65
HMH
1 00 I P GASMAI N
VB
S MH HG0 9 A 0 9 0 64+50
200 W/M
GASVL V
65+40
CB 64+20
HMH
HALRT-RD-NC016.dgn
N
VB VB HYD VB
64+35
3 7 5S E WE R
6 1 1
> PROPOSED WB TRACK
HMH
64+05
63+60
SC
12-75m m
TS
1-50m m
HYDRO 10-100m m HYDRO 2-50m m
HYDRO
W 4+328.864
3W x5H 15-100m m
ST
2SMH 9 0 A 9 HG0
1 0 5 0S E WE R
HY DRO
W 4+300
W 4+296.212
HYDRO HYDRO
UL S
63+90
3 7 5S E WE R 63+45
3 9 0 B 9 HG0
UL S VB CB
63+30
VC
P 50 I 1 N GASMAI
VBGASVL V V GASVL 90 BEL L DUCT
63+75
S MHHG0 9 A 0 9 4 63+15
ER
DWG. No.
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
HYD
UL S
CONTRACT No.
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
WESTBOUND
110 > MCNAB STREET S
> SUMMERS LANE
110
105
S= 0. 47%
El ev 97.90
PVIE4+475.78
PVC
PROPOSED TOP OF RAIL
El ev 97.97
E4+460.78
El ev 98.78
El ev 98.85
El ev 98.98
PVT E4+288.76
S= 0. 82%
PVIE4+273.76
PVC
E4+258.76
105
100
100
EXISTING GROUND
95
95
L = 30.00 m K = 85.83 L = 30.00 m
No. 0
REVISIONS EA Amendment
99.256
99.050
98.860
98.731
98.612
98.494
98.375
98.257
98.139
98.020
97.885
PROPOSED TOP OF RAIL PROFILE
99.139
98.882
98.695
98.589
98.479
98.340
98.277
98.114
97.921
97.961
97.738
EXISTING GROUND ELEVATION
E4+250
E4+275
E4+300
E4+325
E4+350
E4+375
E4+400
E4+425
E4+450
E4+475
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E4+225
12:11:23 PM
K = 59.90
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC016.dgn
BEL L DB( 1 5D)
UL S
63+00
SE W
HY DRO 6-100m m HY DRO 1-50m m
37 5
HY DRO 9-100m m HY DRO 1-50m m
MATCHLI NE STA E4+210
V GASVL
H HM
16-75m m 2-50m m
W 4+283.212 CS
W 4+253.900
W 4+266.900
VC
SC
VB
UL S
TS
15-100m m
HY DRO
HYDRO 9-100m m HYDRO 1-50m m
300 W /M
HG09A099
1-50m m
HY DRO
0 2 1
FILE No.
KING STREET W
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
DESIGN C CHAINAGE L
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E4+210 TO STA E4+480
UG H BELL BER (THRO FI
THH
B J
THH
S UL
WESTBOUND
G ASV LV
SV
G ASV LV
200 W/M
021' SM H'
117' SM H'
VB
S UL
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
QUEEN STREET
BAYSTREET
JAMESSTREETS
PARKDALE AVENUE
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE)
M 200 W/
HYD TRS TRS
S UL N I P GASMA 200 I SV
V GASVL
SV
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
RW S
110 > HUGHSON STREET
> JAMES STREET S
110
S UL
TRS
anter Pl
SV
HH
CB
HYD
anter Pl
S UL
TRS
/M 200 W
TRS
MH S
THH
S TRS UL S UL
THH S UL ULS
CB
HYD
EXISTING PROPERTY LINE
EAST BOUND TRACK USED AS REFERENCE LINE
CB
VB
MH S
B CB V
THH
CB
QUEENSTON ROAD
LRT TRACK CENTRELINE
BOL
UC TS BELL D
VC
MAIN ST E
LEGEND
SV SV
p o t s s u b
VC
TSU
N I P GASMA 200 L
' 1 1 0 MH' S
BM H
NE I L E P I NP A DI NA E L B UNCA S OCA DE I CV I F CI A NP A I D A N CA
SV SV
TSU
VC
MH S
CB
BOL
VC
CB
S UL
p o t s s u b
SV
p o t s s u b
CB 118' SM H'
s e h c n e CB b CB
S UL
S UL
SM H
p o t s s u b BOL
s e h c n e b p BOL o t s s u b CB
G ASV LV
VB
S /UL TL
s e h c n e b S p BOL UL o t s s u b
E4+700
PT
THH
TSU
BM H
THH
RWS
1
TSU THH
020' SM H'
TSU
ds ar l bol
bench
ULS
benches
/M E4+ 300 61W 9. 460 TSU
THH
KI NGS T
UL S
TSU
TSU
100 W S
b e n c h
ds ar l bol
ULS
C B B J
UL S b e n c h
ULS
VC
UL S
r e d l u o b
CB TL/ULS
------
HH
UL S
CB a i r o t c Vi t n me u n Mo
N TSU I P GASMA 200 L VB
COAX
UL S
k r a eP r Go n i a t n u o F
K AN BAN I LAURENT Bench anter Pl
C
1
SP
UL S
CA NNONS TW
GROYSTON ROAD CRAI
300 W/M
LWORTH AVENUE KENI
VC
KI NG ST E
OTTAWASTREET
3 0 0S E WE R
N
BA RT ONS TW
TW NS I MA
GAGEAVENUE
TSU
LELAND STREET
ULS
150 W /M .
VC
C B
> PROPOSED EB TRACK
300 W /M
PC THH
S UL
C
l a c t i p e c e r e t s a w
THH
300 W /M
BOL
E4 +606.201
N G ASM AI
0 P E4 +60 300 I
L DUCT EL 200 B 5x 31
THH
J AME S
CB
TPED
CB
C
TSU THH
RW C
1
150 W /M
VB
UL S
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
375 SEWER
UL S
MATCHLI NE STA E4+760
300 W/M
SV
68+4 0
VC( TV)
C B
HALRT-RD-NC017.dgn
N
TSU THH UL S
ds ar l bol
CB
W ER 1345 SE
CP
HUGHSON
ULS TSU
HH0 9 E 1 3 9 S MH
C B
3 4
68+25
VC
SV
TSU THH
UL SSV
SMH
SV
GASVL V
TRS
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
SV
68+10 HH09E019
300 W/M
UL S
u ss h e l t e UL r Sb SV
67+65
E R
SV
67+50
KI NG ST E 3 7 5S E W
UL S HYD
67+95
GASVL V( 2)
C B 67+35
67+20
67+05
UL S
CB
VC
UL S
TREET S JAM ES S
SV
VB STREET N SO LECO M HP. TE HUGGR DUCT)
W 4+700 GASVL V SV( 2) b u s s h GAS e l t e r V L V
67+80
VC
1 00 I P GASMAI N
CB
BMH
ER 300 SEW
N GASM AI 100 LP
PT
1345 SEW E
SMH HH09E143
H AT&T M
W 4+621.045
HY V
TREET N JAM ES S
300 W /M
TL
ES JAM R
PC ---
9 1
1
VC
66+75
66+60
7 1
CONTRACT No. DWG. No.
> PROPOSED WB TRACK
PS
THH
M A E R T LS L A
RW C
concpad
E4 +500
50 1 W/S
3 1
7
FILE No.
ABANDONED BEL L CONDUI T
BM H
UL S UP
UL S
1 2
concpad BOL (2)
A
5
B C
CP
100
RW C
H HG 09 A0 22 37 5
SM
1 1
TSU
NG N CASI 200 W/M I
SM H
UL S
6
SV
ER
UL S
300 W/M
SE W
DUCT)
BO L
L TU N N E
concpad
MACNAB ST S
CO M GRP.TELE GEO C UG H CO RO TH ( BER FI
ALLSTREAM
FPO ST(4)
VC FPO ST
VC
UL S
RWC
G RP DUC T) G H BELL (THRO U R E B I F
1 2 0 A 9 HG0 VC
SMH AT&T 5 1 0 A 9 MH HG0
WS
MH S
0 2 0 EX 500 E 9 HG0 NER I STEEL L
8
R WE E 5S 4 3 1
M A E R T LS L A E L B A OC E D I CV I F I C A NP A I D NA A C R WE E 5S E 7 N I 3 L E P I P N A I D A N A C N U S
C
MH S
66+45
S AME J
66+30
66+00
65+85
66+15
VC
VC
200 W/M
VC
S E W
B C
KING STREET E
THH
66+90
UL S
E R
TSU
UL S
NG ST W KI
B ST S AC NA M OM .TELEC
THH
L DUCT 90 BEL
37 5
RW S
VB
VB
ECOM GRP.TEL L DUCT) THROUGH BEL BER ( FI
BMH
ATED NSUL I 200 W/M
HH09A013 SM H
L DUC T 90 BEL H AT&T M
W 4+500
CO GECO XES PULL BO
RW S
BOL
105
El ev 96.73
PVT E4+614.34
S= 0. 97%
El ev 96.74
PVIE4+594.34
PVC
JAMES STREET STOP
El ev 96.94
E4+574.34
El ev 97.75
PVT E4+490.78
105
100
100 PROPOSED TOP OF RAIL JAMES STREET STOP
S= 0. 08%
95
95 EXISTING GROUND L = 30.00 m K = 59.90 L = 40.00 m
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
No. 0
REVISIONS EA Amendment
97.662
97.419
97.175
96.932
96.761
96.718
96.697
96.676
96.656
96.635
96.614
97.526
97.275
96.887
96.656
96.601
96.460
96.437
96.386
96.388
96.492
96.304
EXISTING GROUND ELEVATION
E4+500
E4+525
E4+550
E4+575
E4+600
E4+625
E4+650
E4+675
E4+700
E4+725
E4+750
12:11:53 PM
K = 44.87
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC017.dgn
2
BOL
1350 SEW ER SEW ER STA E4+480 0 135 NE I MATCHL 65+70HG09B019
0 0 1
STREET
100HH N PELI AN PI DI SUN CANA OC DE I V C I F I AC AN P CANADI ALLSTREAM W 4+607.786
W 4+600
KING STREET W
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
PROPOSED TOP OF RAIL PROFILE
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E4+480 TO STA E4+760
FILE No. REAM ALLST
71+10
VC
6 6 0 E 9 HH0
MH S
R WE E 0S 0 3
Y MAR R WE E 0S 5 4 CB
SMH
VB
UL S
TRS
SV
CB
UL S
UL S
HYD
SV
THH TSU
CB
V G ASV L
UL S TSU
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
BAYSTREET
JAMESSTREETS
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
150 W /M HH09E068
7 6 0 E 9 HH0
MAIN ST E
PARKDALE AVENUE
Y MAR
70+95
70+80
70+65
600 W /M
300 W/M
KI NGS T
GROYSTON ROAD CRAI
VB
LWORTH AVENUE KENI
UL S
KI NG ST E
OTTAWASTREET
UL S
CA NNONS TW
TW NS I MA
GAGEAVENUE
UL S
SHERMAN AVENUE
TRS
71+25
UL S
NE STA E5+040 MATCHLI
UL S
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
QUEEN STREET
REET
MA
ER ARY 300 SEW M RY
SMH
THH
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE)
E5+000
EAST BOUND TRACK USED AS REFERENCE LINE
WESTBOUND
4 6 1
0 6 1
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
BER FI
DPM
0 3 1
0 4 1
N O MG ASM AI ECP EL 50 I G RP.T1 UC T) AT&T D H G U O (THR
600 W /M
HH09E047
7 SM H HH09E12
VC
HALRT-RD-NC018.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
ST STREET
W 5+000
1 5 1
TRS
70+50
70+35
VC
BM H
CB
CB
TSU
TRS
2 1 1
9 4 1
AT&T
VB
ER 1345 SEW
ds ar l bol
4 1 1
s t s o dp o o 4w
5 4 1
N
7 4 1
1 6 3 6 1 1
THH
2) TCB(
TRS
C
E4+938.330
N AI P GASM 00 I 1
9 3 1 7 3 1
150 W /M
0 0 1
2 8
S UL
ST
N MAI P GAS 00 I 1
S UL
HYD
E4+928.330
h c n e b
/M 200 W
CS
ds ar l bol
RW S
h c n e b
S UL
VC
120' SM H'
UL S
> PROPOSED EB TRACK
HYD
THH
7 2 1
SMH HH09B045 A046 SMH HH09
R WE E 0S 5 1 1 TSU THH
W /M 300 SMH
70+20
70+05
MH 3S 5 1 E 9 HH0
SHEET No.
C11-12-10
7
CB
VC
CONTRACT No. DWG. No.
N AI P G ASM 150 I
/M 200 W
ST
CS
SC
W 4+939.993
W 4+929.993
W 4+900 W 4+901.206
W 4+891.206
69+90
SV L b i k e BEL l o o p s PED
AREA
SV
TRS
NG PARKI
N MAI P GAS 00 I 1
300 W /M
SV
2) SV(
CB
121' SM H'
V GASVL
S UL
ULS
2) V SV( GASVL SV 2) (
SV
19 50
N AI P GASM 200 I V L GASV
S TRS UL
HYD
b o l l a r d s
TRS
s e l o gp a l f
THH
M 150 W /
S UL
S UL
TRS
UL S
S UL
19 19
MH S
V GASVL
375 SEWER
TRS
S UL
VC
CB
E4+800
CB
THH
cal t ecepi er t was
BOL
/M 200 W V L V S A G
UL S
CB
UL S
CB
S UL
S UL
THH
S UL
030 SMH HH09E
S UL BOL
p o t s s u b
e n o h p c i l b u p
9 09B11 SM H HH
e n o h p c i l b u p
h p a t o n Ce
SV SV
S UL S UL
THH TSU
R WE E 0S 5 1 1
TSU
ds ar l bol
SV SV
UL S
UL S SV(2)
HYD
TSU
THH
1 2 1
E L B A OC E D I CV I F I C A NP A I D NA A C E N I L E P I NP A I D NA A NC U S
UL S UL S
CB
TS
50 W S 150 W S
VC
TRS( 2)
CB
EASTBOUND
105 > MARY STREET PVT E4+946.14
S= 0. 08%
100
El ev 96.15
> CATHERINE STREET
El ev 96.48
PVIE4+916.14
E4+886.14 PVC
PROPOSED TOP OF RAIL
El ev 96.50
> JOHN STREET
105
100
MARY STREET STOP
S= 1 . 08%
95
95 EXISTING GROUND
L = 60.00 m K = 60.42
90
No. 0
REVISIONS EA Amendment
96.593
96.573
96.552
96.531
96.511
96.474
96.344
96.112
95.843
95.574
95.305
96.252
96.213
96.283
96.315
96.233
96.179
96.066
96.053
95.662
95.309
95.106
E4+775
E4+800
E4+825
E4+850
E4+875
E4+900
E4+925
E4+950
E4+975
E5+000
E5+025
90
12:12:20 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC018.dgn
UL S
UL S CB
SC E4+899.544 E4+900
CB
UL S
wa t e r f o u n t a i n CB
CB
5 2 7 1
SV
69+75
300 W/M
VC
SV
TSU
E4+889.544
SV
CB
UL S
HYD
SV
THH
9 1 1
> PROPOSED WB TRACK
TS
SV
TRS
3 0 0S E WE R
68+70
68+55
UL S
TSU
5 0 1
S L
69+60
SV UL S SV
C B
9 8
69+4 5
UL S
TSU JB CB
3 0 1
7 8
150 W /M
UL S
EW ER 1300 S
SV
TRS
69+15
b u s s h e l t e r
HYD
69+00
b u s s h e l t e r
SM H
TSU THH
1 0 1
5 9
69+30
1 8
DPM
TREE ST EE NN STR H OH JO
9 7
HH09E031
7 7
ER 375 SEW
3 7
ER 375 SEW
7 6
5 6
68+85
MATCHLI NE STA E4+760
1 6
.
3 5
W 4+800
T
TET RE REE TT S EE S N I N RI HAR TTH AA CC
KING STREET E
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E4+760 TO STA E5+040
FILE No.
KING STREET E
VC
-50m m
8 6 1
E5+100
0 8 1
0 7 1
N P GASMAI 00 I 1
m 1-50m
m 3-100m m 4 -50m
0 9 1
6 8 1
4 8 1
HY DRO
3-100m m
4
HY DRO HY DRO HY DRO
HY DRO
HY DRO
4 -75m m
4 6 1
2 0 2
HY DRO 3-50m m BRE FI
CB
UL S
UL SGASMAI N
P 00 I 1
GASVL V( 4)
GASVL V( 3)
00mm 1 3-
HYDRO
GASVL V( 3)
S HYDUL
0 2 2
4 3 2 6 3 2
4 2 2 2 1 2
4 1 2
8 3 2
8 6 1 2
0 4 2
6 0 2
V
VB
6 0 0S E WE R
UL S GASVL V
V
UL S
CB
VB 3-100mm HYDRO
8 4 2
8 5 2
0 5 2
HALRT-RD-NC019.dgn
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
JAMESSTREETS
PO TT RU FF RO AD
LWORTH AVENUE KENI
OTTAWASTREET
MAIN ST E
D AVENUE REI
KI NG ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
CA NNONS TW
TW NS I MA
GAGEAVENUE
N
BA RT ONS TW
GROYSTON ROAD CRAI
VE HA SYT FOR
LELAND STREET
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
74+10
73+95
73+80
3 7 5S E WE R
HYDRO
4 4 2
2 3 2
0 3 2
HMH
HMH
> PROPOSED EB TRACK
6 2 2
VB
UL S
UL S
UL S SMH HH0 9 B 0 8 8
VB
31 00mm
GASVL V( 2)
73+65
73+50
73+35
73+20
73+05
72+75
72+60
72+90
CB
UL S
UL S
V
V
V
UL S
R WE E 0S 0 6
UL S
UL S
VB
CB
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE
4 8 2
EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E5+300
VB HYD
CB
UL S
6 5 1 E 9 HH0 H M S
UL S
UL S
VC 7 8 0 SMH HH0 A 9
HYD
HYDRO
UL S
HMH
CB
HMH
UL S
CB
UL S S MH
E5+200
UL S
300 W/M
HY DRO
CB
UL S
CB
R WE E 5S 7 3
HH09B070
CB 4 R WE E 0S 5
UL S
HMH
UL S
FERGUSON AVENUE
R WE E 0S 0 3
HH09B0158 375 SEW ER
HMH
HMH
UL S
S MH SMH
4 EET T STR L W A NU W /M 50 1
S MH
UL S
CB
m 6-75m
MH S
HYD
9 6 0 E 9 HH0
7 6 0 E 9 HH0
5 7 2
MATCHLI NE STA E5+320
9 5 2
VC
3 7 2
HYDRO 20-75m m HYDRO 4-50m m
1 6 2
5-100m m
300 W/M
HMH
72+45
HYD VB
CB
7 6 2
3 6 2
7 5 2
9 4 2
VB
UL S
UL S
72+30
72+15
UL S
VB
72+00
CB
71+85
VC
71+70
71+55
71+40
HMH
/U TRENCH UL J S
UL S
UL S
UL S
BOND STREET LONGWOOD ROAD
W 5+300 HYDRO
HYDRO
N
1-50m m
N P GASMAI 50 I
FERGUSON UE AVENAVENUE
HYDRO 1-50m m HYDRO 3-100m m
6-100m m
3 4 2
FERGUSON
3 3 2
200 W /M
9 3 2
> PROPOSED WB TRACK
VC
HYDRO
3 2 2
5 4 1 2 4 2
HYDRO
9 1 2
5 3 2
9 2 2
3-100m m
5 1 2
7 2 2
5 2 2
HYDRO 20-75m m HYDRO 4-50m m
HY DRO m 4 -100m HY DRO m m 4 -50 HY DRO m 1-50m
3 1 2
1 2 2
1-50m m
3-50m m HH09A049
7 1 2
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
VC
H HM H HM
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
WESTBOUND
105
100
El ev 93.78
PVT E5+165.84
S= 1 . 08%
El ev 93.95
PVIE5+150.84
El ev 94.11
E5+135.84 PVC
95
> FERGUSON AVENUE
> FERGUSON AVENUE
> WALNUT STREET
> WALNUT STREET
105
100
PROPOSED TOP OF RAIL
95
S= 1 . 1 6%
90
90
EXISTING GROUND L = 30.00 m
No. 0
REVISIONS EA Amendment
95.036
94.767
94.498
94.229
93.958
93.671
93.382
93.092
92.802
92.513
92.223
94.727
94.428
94.167
94.063
93.940
93.624
93.335
92.978
92.694
92.428
92.102
E5+050
E5+075
E5+100
E5+125
E5+150
E5+175
E5+200
E5+225
E5+250
E5+275
E5+300
12:12:48 PM
K = 362.91
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC019.dgn
W 5+200
HY DRO
50mm HYDRO 475mm HYDRO 22-
SMH
22-75m m
5 8 1
ER 300 SEW
HYDRO
3 9 1
HYDRO
7 8 1
9 3 12 7 1 9 51 0 0 5 9 9 2 0 1 2
4-50m m
1 9 91 8 1
150 W /M
W 5+100
3 7 1
5 6 1
HY DRO m 22-75m Y DRO H m m 4 -50
150 W /M HH09E068
1 8 9 1 7 1 8 7 7 13 1
BELL
RY R MATCHLI NE STA E5+040 300 SEW E M A SMH M ARY
ST STREET
REET
N P GASMAI 50 I 1
DWG. No.
2 1
1- 90 PVC
TET EE TR TER T SS UT LN AL NU WWA
4 1
CONTRACT No.
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E5+040 TO STA E5+320
FILE No.
KING STREET E
DWG. No.
7 2 0 B 9 0 HI
MH S
HYDRO 00mm 1 4YDRO H CB 50mm 1
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
MAIN ST E
OTTAWASTREET
GAGEAVENUE
KI NG ST E
GROYSTON ROAD CRAI
TW NS I MA
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
N
BA RT ONS TW
LWORTH AVENUE KENI
MH 8S 2 0 A 9 0 HI
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
VC(2)
0 A E5+60 T S E N I L MATCH
LELAND STREET
W 5+600
09E102 SMH HI
76+80
300 W /M
750 W /M 300 SEW ER 1500 X 1550 SEW ER
N P GASMAI 200 I
5 76+6
0 76+5
5 76+3
0 76+2
5 76+0
0 75+9
HYDRO
HYDRO 20-75m m
9-100m m 75+75
3-50m m
W 5+500
HYDRO
300 W /M
.768 W 5+4 83 ST
HYDRO
HALRT-RD-NC020.dgn
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
WESTBOUND
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E5+600
2-75m m
UE WWEST EST AVEN AVENUE
HYDRO HYDRO
HYDRO
0 6 5 3
4-100m m 1-50m m
8 2 3
HYDRO
PROPOSED TOP OF RAIL (PROFILE)
CS
5
HMH
CB
E5+500
8 2 3
HMH
CB
3-100m m
4 2 3
CB
ULS
M 50 W/ 1
ON NGT I L L WE
VC
.34 1 E5+4 82
HYDRO
E5+4 39. 74
VB HYD V
1 00 I P GAS MAI N
HMH
300 SEW ER
UL S
SC
TS
2 2 3
3-100m m
8 1 3 0
40
6 1 3
E5+4 2 3.7
3
CB
GASVL V( 3)
2 1 3 4 1 3
NG SPRI
94 BMH
STREET
E5+4 0 5.7
UL S
E5+4 66.34 1
UL S
GASVL V( 2)
ST
3-75m m
HYDRO
E
CS
HMH
CB
UL S
0 1 3
HMH
.
5 4 00 NG STREET I SPR+
E5+378 .914 SC
E5+38 9.794
> PROPOSED EB TRACK
TS
8 8 2
VC
V
HYDRO
E5+362.9 14
1345 SEW ER
6 8 2
51 00mm
ON NGT I L L WE
ST
300 W/ M
S MH
ULS HYD VB
ULS
CB HI 0 9 E 1 3 0
300 W /M
UL S
UL S GASVL V
HYDRO SMH ML
O R D Y O H R D Y H
CHP
2 7 3
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
NGTON W ELLI
CB
3-50m m
CS
UL S UL S
9 9 3
m m 5 7 - mm 0 2 50 3
STREET
3 0 0S E WE R
450 SEW ER 3-75m m
W 5+467.768
UL S
HH0 9 B 0 9 1 S MH
CB
HYDRO 22-75m m HYDRO 2-50m m
W 5+4 4 1. 166
J /U TREN CH
5 3 3
09B134 HI
UL S
75+30
CB
75+00
74 +85
9 1 3
UL S
HMH
4 5 0S E WE R
UL S
9 2 3
3 1 3
UL S
SC
TS
ST
W 5+4
W 5+4
25.166
07.4 9 9
W 5+4 0 0
CS
22-75m m HY DRO 2-50m m HY DRO
2-100m m
HYD
1 2 3
HI 09E119 SMH NGTON STREET W ELLI
CB
5 1 3
75+60
VB
1 1 3
9 0 3
3 2 3
75+4 5
V
74 +70
74 +55
CB
300 W/ M
UL S
7 0 3
UL S
HMH
S MH HH0 9 B 0 9 0
1 00 I P GASM AI N
HYDRO
HMH
HMH
CB
0 3
7 1 3
75+15
UL S
7 9 2
UL S
S MH
UL S
W 5+39 1.4 99
W 5+380 .618 SC
150 I P GASM AI N
W 5+364 . 618 TS
HY DRO
HY DRO 22-75m m
132mm 45 50 SEW ER
3 9 2
> PROPOSED WB TRACK 3
HH0 9 E 0 8 9
4 8 2
NOTES:
EASTBOUND
100
PVIE5+586.43
El ev 91.84
> WEST AVENUE PVC
WELLINGTON STREET STOP
El ev 91.86
E5+571.43
El ev 91.97
PVT E5+494.65
El ev 91.99
PVIE5+479.65
> WELLINGTON STREET
PVC
PROPOSED TOP OF RAIL
El ev 91.93
E5+464.65
> SPRING STREET
S= 1 . 1 6%
El ev 91.63
El ev 91.51
PVT E5+391.24
PVC
PVIE5+361.24
El ev 91.86
E5+331.24
100
95
95
S= 0. 1 4%
40% 0. S=
90
90 EXISTING GROUND
L = 60.00 m
L = 30.00 m
L = 30.00 m
K = 38.50
K = 55.90
K = 102.29
85
No. 0
REVISIONS EA Amendment
91.933
91.689
91.603
91.669
91.769
91.869
91.959
91.959
91.925
91.891
91.856
91.783
91.722
91.569
91.452
91.518
91.581
91.732
91.779
91.827
91.790
91.766
91.718
91.721
E5+325
E5+350
E5+375
E5+400
E5+425
E5+450
E5+475
E5+500
E5+525
E5+550
E5+575
E5+600
85
12:13:19 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC020.dgn
VB
74 +4 0
74 +25
UL S
150 W /M
MATCHLI NE STA E 5+320 74 +10
GASVL V
9 8 2
.
3 8 2
9 7 2
5 7 2
UL S UL S
N
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
N P GASMAI 50 I
2 1
7 7 2
CONTRACT No.
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E5+320 TO STA E5+600
FILE No.
KING STREET E
CONTRACT No.
SHEET No.
C11-12-10
DWG. No. HALRT-RD-NC021.dgn
0 1 4 1
EAST
CB
CB
CHP CHP
E5+882.658
8 64 6 6 24 84 6 04 5 44 6 5 4 8 7 4
TS
E5+800
150 W /M
AVENUE
0 2
BAYSTREET
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
QUEEN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
W 5+883.565
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
MAIN ST E
OTTAWASTREET
GAGEAVENUE
KI NG ST E
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
PROPOSED TOP OF RAIL (PROFILE) EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
0 2
7
0 2 4
SHERMAN AVENUE
CB
CB
300 SE W ER
> PROPOSED EB TRACK
250 SEW ER
VC
S UL
TW NS I MA
ST S T RR EE ET ET
79+65
79+50
79+35
78+75
78+60
78+45
78+30
78+15
78+00
77+85
HI 09E112
R WE E 0S 5 CB 4
CB
3 4 0 B 9 0 HI
KI NGS T
NOT FOR CONSTRUCTI ON
.
0 0 4
CHP
CHP
SMH HI09B046
4S 4 MH 0 B 9 0 HI
450 SEWER
E5+700
E5+679.660 ST
CS
4
E5+669.660
E5+651.200 SC
E5+641.200 TS
E5+600
8 0 4
SV
1 50 W/M
R WE E 5S 7 3
S MH
CB
S UL
VC
S UL
R WE E 0S 0 3
S MH
CB
HI09E045
SMH
S 45 E 0 W E R
HI 09B032
CB
VC
1 50 W/M
2 4 0 A 9 0 HI S MH
VI C TT I C OR OI A RI A A AV VE EN N ES 4U U 50 E EW ER
0 3 0 B 9 0 HI MH S CB
R WE E 0S 5 4
VC
VC HI 09E03 1 SM H 450 S EW ER
R WE E 0S 0 3
SM H
9 2 0 A 9 0 HI MH S
300 SEWER
CB
CB
HYD VB
79+20
VC
VC
1 50 W/M
CB
77+70
VC
77+55
77+25
77+40
S UL
CB 77+10
76+95
S UL
ER ST MA Y Mc T SI VER I UN
CA NNONS TW
PHONE PHONE
S UL
S UL
S UL
S UL
C B
3 8 4
N
BA RT ONS TW
JAMESSTREETS
7 5 4
1 6 4
E EME ER RAA LD LD
1 5 9 4 4 4 3 5 4
LELAND STREET
1 5 4
> PROPOSED WB TRACK
HYD
5 7 14 7 4 7 7 74 6 34 6 4
5 5 4 5 4 4 3 49
1 3 4
9 7 4 1 8 4
TS
7 3 4
79+05
3 3 4
78+90
9 2 4
9 5 4
NE STA E5+880 MATCHLI
W 5+800
5 2 4
S UL
S VB UL
N
525 SEW ER
W 5+700
5+694.917
3 2 4
EAST A V ENUE
2
9 1 4
1650 SEW E R W ST
150 W /M
5 1 4
1 1 4
SC
9 0 4
W 5+684.917
5 0 4
CS
W 5+627.996
3 0 4
450 SEW ER
MATCHLI NE STA E5+600
4
NOTES:
EASTBOUND
WESTBOUND
100
PV T E5+839.52 ev 91.17 El
PV IE5+809.52 ev 91.51 El
E5+779.52 ev 91.4 9 El PV C
PVT E5+697.55 ev 91.44 El
S= 0. 43%
> VICTORIA
PVIE5+682.55 ev 91.43 El
PVC
95
E5+667.55 ev 91.49 El
PVT E5+601.43 ev 91.78 El
AVENUE
> EAST AVENUE
100
S=0.07%
95 PROPOSED TOP OF RAIL
S= 1 . 1 3%
90
90 EXISTING GROUND
L = 30.00 m K = 102.29
L = 60.00 m K = 50.08
L = 30.00 m K = 60.45
85
No. 0
91.783
91.675
91.568
91.465
91.439
91.456
91.473
91.489
91.4 64
91.316
91.054
90.771
91.721
91.602
91.559
91.356
91.296
91.278
91.357
91.282
91.267
91.199
90.863
90.588
EXISTING GROUND ELEVATION
E5+625
E5+650
E5+675
E5+700
E5+725
E5+750
E5+775
E5+800
E5+825
E5+850
E5+875
DESIGN C CHAINAGE L
REVISIONS EA Amendment
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E5+600
12:13:45 PM
85
User:wuj6 17/05/2017
_Track\HALRT-RD-NC021.dgn ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI l :AECOM_DS02_NA\Docum ents\60507521-Ham i ocal ne.l i NT.aecom onl pw:\\617479-PW I
1 0 4
TS
6
W 5+637.996
1 1 8
DUNDURN STREET
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
Project Manager
SCALES 0
10m
HORIZONTAL
1m
2m
VERTICAL
1:500
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME 0
Elevation=
5m
PROPOSED TOP OF RAIL PROFILE
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E5+600 TO STA E5+880
STREE T
KING STREET E 0 2
50 I P GA SMAI N
FILE No.
DWG. No.
STREET
TI SDALE
8
9 2 1 E 9 0 HI
7 2 1 E 9 0 HI
CB
SV
50 IP GASMAIN
SV
SV
SV SV
SV
BELL PED
> PROPOSED EB TRACK
4 2 5 8 3 1 5
0 2 5
0 6 5
2 2 5
2 6 5
4 6 5
CHP
6 6 5
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
MAIN ST E
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD GAGEAVENUE
KI NG ST E
LWORTH AVENUE KENI
MH S
375 SEWER
N
BA RT ONS TW
TW NS I MA
OTTAWASTREET
HMH
CB
CB 82+50
82+35
HMH
CB
ULS
SV
82+20
HMH CB
SV
CHP
SV SV
81+90
HYD
82+05
ULS
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
BELL PED
LELAND STREET
1 9 5
VE HA SYT FOR
3 9 5
HY DRO
W 6+100
S T ST EN ER ET VE STEV EN
9 8 5 SV
SM H
CB
50 W/M 1
S MH
375 SEWER
150 W /M
HY DRO HY DRO SV
SV
5 9 5
CHP
81+75 V C
CHP
81+60
81+45
CB
81+30
81+15
CHP
HYD
CB
SV GTMH BMH
150 W /M G RP.T ELEC O M FI BER
HYDRO HYDRO 6-100m m
5
TI SDALE STREE1 -50m T Sm
HYDRO
6
1-75m m
HYDRO
E5+932.603 ST
600 SEW ER
WHP
4-75m m
E5+917.603
CB
CB
HMH
4 1 5
20-75m m 3-50m m
HY DR O HY DR O
20-7 5m m 3-50 mm
1 0 1 B 9 0 HI S MH
SV
1 6 5 3 6 5
9 7 5
1 5 3 8 7 6 5
MATCHLI NE STA E6+20 -75m m 160
9 6 0 B 9 0 HI SMH
E6+000
R WE E 5S 2 5
1
E5+900
SC
BELL PED
R WE E 5S 7 3
7 2 1 E 9 0 HI
SV
3
SMH
HALRT-RD-NC022.dgn
N
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
0 7 5
PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE)
6 2 5
EAST BOUND TRACK USED AS REFERENCE LINE
0 4 5 6 5 5
E6+100
S MH
VC
VC
GTMH
FI BER
R WE E 5S 7 3
6 2 1 B 9 0 HI CB
CS
C HP WHP
CB HMH
MH S
R WE E 5S 2 5
SV
GRP.TELECOM
HI 0 9 E 0 6 8
7 5 5
> PROPOSED WB TRACK
81+00
80+70
HMH
CHP 80+85
VC
CB
80+55
80+40
80+25
5S 2 MH 1 E 9 0 HI
3 7 5S E WE R
WHP
SV
W 6+000
TI SDAL E ST REET N
920 S EW ER 150 W /M
ST 80+10
CHP
5 7 5 4 5 7 3 5
FI BER
GASVLV CB
VC
HY DR O HY DR O
W 5+933.510
W 5+918.510 CS
VC
S MH HI 0 9 B 0 6 3 HMH
CB
CB
HYD
SV
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
5 3 5
3 3 5 8
HMH
2-100 m. E5+ 897 m 658 HY DR 1-50m O m HY DR O
E5+882.658
79+95
79+80
S MH
CHP
HMH
0 S 9 E MHHI 1 2 2
SV
TS
GRP.T EL COM
CHP
HMH HI 0 9 E 0 6 2
E EME ER RAA LD LD S ST T RR EE ET ET
10-75 mm 2-50m m
CB
HMH
CB
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
9
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
WESTBOUND
100 > STEVEN STREET
El ev 90.08
PVT E6+088.81
El ev 90.09
PVIE6+073.81
El ev 90.05
E6+058.81 PVC
PVT E6+006.70
El ev 89.76
PVIE5+964.20
El ev 90.24
E5+921.70 PVC
S= 1 . 1 3%
95 El ev 89.89
> EMERALD STREET
> TISDALE STREET N
> TISDALE STREET S
100
95
PROPOSED TOP OF RAIL
S=-0.04%
30% 0. S=
90
90
EXISTING GROUND
L = 85.00 m
L = 30.00 m
K = 59.37
K = 87.77
85
No. 0
REVISIONS EA Amendment
90.488
90.206
89.990
89.878
89.873
89.944
90.019
90.079
90.079
90.069
90.058
90.341
90.001
89.764
89.655
89.681
89.726
89.933
89.960
89.920
89.813
89.731
E5+900
E5+925
E5+950
E5+975
E6+000
E6+025
E6+050
E6+075
E6+100
E6+125
E6+150
85
12:14:12 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC022.dgn
CHP
VC
CHP
CHP
20-7 5m m 3-50 mm
SV SV
PHONE PHONE
W 5+900
W 5+898.565 SC
VC SV
150 W /M
MA TC HY NE STA E5+880 DRO HLI HY DRO
TS
W 5+883.565
4 1
9 9 4
CONTRACT No.
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E5+880 TO STA E6+160
ORTH W ENTW
2 9 6
4 9 6
6 9 6
8 9 6 TS
E6+400
6 7 6
ST
HALRT-RD-NC023.dgn
0 0 7
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
JAMESSTREETS
D AVENUE REI
LWORTH AVENUE KENI
MAIN ST E
GROYSTON ROAD CRAI
KI NG ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
CA NNONS TW
TW NS I MA
GAGEAVENUE
SHERMAN AVENUE
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
E6+4 45.552
E6+430.552
0 7 6
LELAND STREET
W 6+446.537 SC
R WE E 0S 5 3 1 x 0 0 2 1
NE STA E6+440 MATCHLI
W 6+434.537 85+20
0 2 0 B 9 0 HJ SMH
HY D
VB
HMH
PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
SC
B E L L
CB
VB 150 W /M
1-5 0m m 12H860 75 YD E6+335. mm RO HY DR O
BELL C O ND UI T (20 D)
1500 SEW E R
E6+319.860
E6+304 .75 9
CS
TS
G
1 1
6 6 6 SC
7
ST
CS
3
8 0 1 2
HMH
CB
2TRACK > PROPOSED EB 6 6 0 6 6 6 6 5 64 6 8 5 6
E6+300
E6+272 .54 7
CHP
50 W/M 1
H T W OR NT WE
CB
HMH
600 SEW ER
CB
E6+261.5 47
150 W /M
300 S EW ER AI N
2 1 5 6
RANT GRA A NT E AV VE NN UU EE
4
50 I P GA SM
TS
E6+200
4 1 6
E6+241.140
0 2 6
2
SC
8 0 6
E6+230.140
2-50m m
HY DRO
V GASVL
HJ09B01 1 SM H
N P GASMAI 50 I
ULS
R WE E 0S 0 3
R WE E 0S 5 4
VC
HMH
N P GASMAI 50 I
ULS 85+05
HMH
HYD VB
84+90
VC
HMH
ULS
N P GASMAI 30 I
84+75
T
CB
84+60
ULS
BMH
CB
CB
5 8 0 E 9 0 MHHI S
CB
E6+288 .759
CB
TS
W 6+400
HY DRO HY DRO
20-75m m 3-50m m
1 7 6
OTTAWASTREET
HY DR O 12-75 mm
50 I P GA SM AI N
7 7 6
84+45
MH S
R WE E 5S 7 3
5 7 6
VE HA SYT FOR
CANA W ENT D 200WWO /M RTH SIAN PACIFIC V TREET IDEO CA BLE W 6+336.802 VB
HM H
BE LL
W 6+325.802
BM H(2 ) BM H
BELL DUC T
SC
TS
CS
W 6+300
W 6+304.504
HY DRO HY DRO
6 8 0 E 9 0 MHHI S
5 8 6
> PROPOSED WB TRACK
84+30
50 W/M 1
R WE E 5S 7 3
VB
N
1 8 6
9 6 6
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
7 7 6
HMH
2 1 0 E 9 0 HJ
CONTRACT No. DWG. No.
CHP
D U C
VC
FILE No.
3 7 6
LL T BE UI ND CO
84+15
HMH
CB
84+00
CB
ULS 83+85
CB
5 6 6 7 6 6
ULS
CB
83+70
ULS
7 5 6
1 6 6 3 6 6
20-75m m 3-50m m
1 4 6
W 6+293.504
W 6+271.787
W 6+259.787
ST
SC
CS
W 6+242.262
W 6+230.262 TS
5 4 6
83+55
HMH
9 3 6
83+4 0
HMH
7 3 6
83+25
82+95
82+65
82+80
CB
CB
5 3 6
3 4 6
HYD ULS VB 83+10
ULS
3 3 6
1 3 6
7 2 6
7 4 6
375 SEW DU E ST R CT
STREE T SM H
20-75m m 3-50m m
HI 09E0 87
3 0 6
375 S EW ER ASHL ASHLEY EY S 10-75 mm TREE HY DRO T 2-50m m HY DRO 50 I P GA SM AI N
W 6+200
9 9 5
0 1 6 1 62
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
5 1
NOTES:
50 I P GA SMAI N
EASTBOUND
WESTBOUND
100 > WENTWORTH STREET
El ev 89.07
E6+415.58
El ev 89.32
WENTWORTH STREET STOP
PVC
S= 0. 45%
PVT E6+346.69
PVIE6+331.69
PVC
90
El ev 89.44
E6+316.69
El ev 89.98
PVT E6+197.19
El ev 90.04
PVIE6+182.19
El ev 90.05
E6+167.19 PVC
PROPOSED TOP OF RAIL
95
El ev 89.37
> ASHLEY STREET
> GRANT AVENUE
100
95
90
S= 0. 36%
EXISTING GROUND
L = 30.00 m K = 73.60 L = 30.00 m
85
L = 50.00 m
K = 335.61
No. 0
REVISIONS EA Amendment
90.044
89.965
89.852
89.740
89.628
89.515
89.404
89.307
89.217
89.127
89.045
89.867
89.891
89.776
89.758
89.571
89.466
89.121
89.262
89.241
89.092
88.991
E6+175
E6+200
E6+225
E6+250
E6+275
E6+300
E6+325
E6+350
E6+375
E6+400
E6+425
12:14:38 PM
K = 59.72
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC023.dgn
1 0 6
1 91
CB
MATCHLI NE STA E6+160 82+50
HY DRO HY DRO
7 9 5
KING STREET E
N P GASMAI 50 I
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
85
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E6+160 TO STA E6+440
CONTRACT No.
1 6 7
DWG. No.
S MHHJ 0 9 E 0 4 0
B
CB
HJ09B1 04 SM H
0 6 7
.
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
MAIN ST E
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD KI NG ST E
GAGEAVENUE
SHERMAN AVENUE
88+05
E6+720.850
8 5 7
KI NGS T
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
6 6 7 SC
2 6 7
TS E6+700.850 E6+700
300 SE W ER
150 W /M
30 I P GASMAI N
ARTH UR
6 5 7
87+90
87+75
1 2 0 0 x 1 3 5 0S E WE R V GASVL
CA NNONS TW
TW NS I MA
450 SEWER
MH S
GASVL V
AVE
E6+600
10
2 5 7
VC
500 W/M ML
ARTH UR A VE
AI N
P GA ST 0 I E6+552. 839 SM
4 3 7
VC
SMH
4 5 0S E WE R
V
1300 SEW E R
E6+537.839
SC
CS
7 E6+514.38
99.387 E6+4 TS 0 0 5 + 6 E
.004 E6+4 84
> PROPOSED EB TRACK
50 I P GASMAI N
4 4 0 E 9 0 HJ
VB
1 2 0 0 x 1 3 5 0S E WE R
ST
4 E6+4 69.00
2 0 7
CB
BMH
HJ 0 9 E 1 0 0
S MH
1200x1350 SEWER
2 0 7
CHP
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
LWORTH AVENUE KENI
S MH
87+60
CB
V GASVL
CHP
87+45
50 W/M 1
HYD VB
VC
87+30
VC
87+15
VC
87+00
VC
CHP
4 5 0S E WE R
SM 2 0 1 B 9 0 HJ S MH
CB
VB
CHP GASVLV 86+85
VC
86+70
VC
86+55
VC
CHP
MATCHLI NE STA E6+720
7 7 7
VE HA SYT FOR
SC
LELAND STREET
W 6+719.190
W 6+700
W 6+699.190 TS
150 W /M
5 7 7
CB MC
CS
300 S EW ER
G ASV L V
V C (2) 3 0 0S E WE R
CB
E6+445.552
AA RR T TH HUR R AV AV E EN NUE E
W 6+600
100 I P GA SM AI N
400 W /M
.
A ENUE S AV NF ORD SANF O RD
1300 S EW ER
W 6+546.946
86+10
S MH
CB
SC
0 1
1 8 7
> PROPOSED WB TRACK
CHP
HJ09E021
2 0 7
1 3 7 7
WHP
CHP
VB
86+40
85+80
1 00 I P GASMAI N
HJ09E H 022
500 W/M
85+95
VB
86+25
3 0 0S E WE R
9 1 0 E 9 0 HJ
5 6 7
N
HALRT-RD-NC024.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
30 I P GASMAI N
HYD
85+65
SMH
85+50
85+35
CB
7 4 7
5 5 7
VC
GASVL V
GASVL V
ULS
ST
TS
SC
CS
5 3 7
150 W /M
W 6+534.946
W 6+517.721
W 6+505.721
W 6+500
W 6+4 75.762
CS
SC
MATCHLI NE STA E6+440
3 3 7
7 3 7
2 1
SHEET No.
C11-12-10
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON 1 1
NOTES:
EASTBOUND
WESTBOUND
100 > ARTHUR AVENUE
> ARTHUR AVENUE
> SANFORD AVENUE
100
95
El ev 88.70
El ev 88.76
El ev 88.89
S= 0. 90%
PVT E6+638.12
48% 0. S=
PVIE6+623.12
PVC
PROPOSED TOP OF RAIL
E6+608.12
El ev 89.25
PVT E6+568.48
El ev 89.47
PVIE6+543.48
El ev 89.35
E6+518.48 PVC
El ev 89.10
PVT E6+465.58
El ev 88.98
PVIE6+440.58
95
90
90 S= 0. 35%
EXISTING GROUND
85
85
L = 50.00 m L = 50.00 m
K = 36.30
L = 30.00 m
No. 0
REVISIONS EA Amendment
89.046
89.145
89.265
89.378
89.366
89.188
88.963
88.765
88.662
88.574
88.487
PROPOSED TOP OF RAIL PROFILE
88.939
88.917
89.092
89.240
89.238
89.019
88.768
88.626
88.584
88.444
88.368
EXISTING GROUND ELEVATION
E6+475
E6+500
E6+525
E6+550
E6+575
E6+600
E6+625
E6+650
E6+675
E6+700
K = 54.46
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E6+450
12:15:06 PM
K = 59.72
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC024.dgn
ST
W 6+463.762
W 6+446.537
1 1
OTTAWASTREET
AVENU E
FILE No.
KING STREET E
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E6+440 TO STA E6+720
B
CHP
E6+897.024
21 00m m
AA VNE VE UN EUE
ST
E6+877.024
E
CS
2 3 8
HY DR O
3
HALRT-RD-NC025.dgn
8 3 8
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
LWORTH AVENUE KENI
OTTAWASTREET
MAIN ST E
GROYSTON ROAD CRAI
KI NG ST E
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
N
BA RT ONS TW
TW NS I MA
GAGEAVENUE
90+90
BMH
CHP
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
SM H
LELAND STREET
0 7+ W R 00 WE 300 SE
BSON GI 150 W /M
HYDRO 90+75
90+60
90+4 5
90+30
90+15
2-100m m
HY DRO
HYDRO 1-50m m
SM H
CB
CB
SM H
300 SEW ER
W /M
BMH
CB
21 00 mm
AVEAV NUE EN 150 U
HY DRO
4 1
VC
> PROPOSED EB TRACK
LEI GH
2-50m m 30
1 1
50 W/M 1 R WE E 0S 0 3
VC
CHP
N P GASMAI 50 I
8 1 8
FAI RLE I FAI GH R
I P
GA SM AI N
E6+800
TRE ET
2 1 8
7 7 0 E 9 0 MHHJ S
CB
VC
L DUCT BEL R WE E 0S 5 3 1 x 0 0 2 1
HJ0 9E1 03
300 S EW ER W/ M VC CB 150
BUR RI S S TRE ET S
9 7 0 E 9 0 HJ
CB
0 1 8
BUR RI S
MH S
VC
CHP
500 W/M
MH S
4 0 8
10-75m m
.
ST
R WE E 0S 0 3
3 5 0 B 9 0 HJ CB
BMH
50 I P GASMAI N
CB
CB
4 1
CB
HMH
CHP
VB
HMH
TO N
CB
VC
CHP
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
HY DRO
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
2 1
HO LTO H N OL
BEL L DUCT
6 8 7
90+00
VC
CHP
HYD
BSON AVENUE GI
E AV NUE TON AVE HOL TON HOL
W 6+900
W 6+895.364
6+875.364
VC
V GASVL
5 4 8
VC
VB
R WE E 0S 5 3 1 x 0 0 2 1
E6+720 .850
N P GASMAI 50 I
VC VB
GASV L V
0 8 7
> PROPOSED WB TRACK
MH S
300 SEWER
5 3 8
5 2 8
7 3 8
9 3 8 3 4 8
NE STA E7+000 MATCHLI
2 5 0 E 9 0 HJ
7 2 8
89+85
CB
1 2 8
3 2 8
3 3 8
9
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
E7+000
SMH
300 SEWER
VC
9 2 8 9 2 8
N
2 1
CONTRACT No. DWG. No.
C
4 9 0 E 9 0 HJ
89+25
VC
1 2
E6+900
SMH
1 50 W/M
C B
SC
CHP
89+10
4 5 0S E WE R
88+95
HJ 0 9 E 0 4 7
2 H -5 Y 0 D m R O m
BMH
CHP
88+80
HJ 0 9 E 0 4 6S MH
HMH
HMH CB
88+65
88+50
HMH
H BD VY
1 5 1 8
9 1 8
89+70
9 0 8
HY D CS ROW HY D RO
7 0 8
10-7 5m m 1-50 mm
1 1 8
HYDRO
CHP
7 1 8
89+55
5 0 8
0 1
FAI RL
W 6+800
1 0 8
V GASVL
CHP
1 2 0 0 x 1 3 5 0S E WE R
NOT FOR CONSTRUCTI ON 1 1
NOTES:
EASTBOUND
WESTBOUND
El ev 88.30
PVT E6+756.55
El ev 88.34
PVIE6+741.55
PVC
90
El ev 88.39
E6+726.55
95
> GIBSON AVENUE
> HOLTON AVENUE
> FAIRLEIGH AVENUE
> FAIRLEIGH AVENUE
> BURRIS STREET
> STIRTON STREET
100
PROPOSED TOP OF RAIL
S= 0. 27%
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
EXISTING GROUND
85 L = 30.00 m
No. 0
REVISIONS EA Amendment
88.400
88.320
88.253
88.187
88.120
88.054
87.987
87.921
87.854
87.788
87.721
87.655
PROPOSED TOP OF RAIL PROFILE
88.277
88.258
88.035
87.916
87.855
87.855
87.829
87.851
87.796
87.786
87.610
87.550
EXISTING GROUND ELEVATION
E6+725
E6+750
E6+775
E6+800
E6+825
E6+850
E6+875
E6+900
E6+925
E6+950
E6+975
E7+000
12:15:36 PM
K = 360.30
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC025.dgn
10-7 5m m HY D 1-50 RO mm HY D RO
150 S
88+35
CB
I GH 2FE AI 75 RL EI mm GA HV ENUE 150 AVEN W /M HY DR UE O
STI RTOSTRE N E STRT EET
TWI /M R TO N
250mm
VC
CHP
4 5 0S E WE R
300 SEW ER
2075m m HY D 3-5 RO 0m m HY D RO
7 9 8 7
88+20
50 I P GAS MAI N
5 9 7
9 1
1 1
ER SEW 300
MATCHL I NE STA E6+720
5 8 7
4 1
1 1
89+4 0
9
1 1
4 1
300 SEW ER 150 W /M
5 1
300 SEW ER
3 1
AVENUE
FILE No.
KING STREET E
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E6+720 TO STA E7+000
FILE No.
KING STREET E
9
W 7+200 W 7+201.025 BM H
1 075mm
CB
932
50 I P GASMAI N
5 37
225 SEW ER
928
924
W E S
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
MAIN ST E
LWORTH AVENUE KENI
GAGEAVENUE
KI NG ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
CA NNONS TW
QUEENSTON ROAD
R E
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
GA RFI ELD
930
375 HK0 SEW 8B0 42 ER
HY
DR O E7+200 ST E7+201.151
SM H
CB
50 I P GASMAI N
VE HA SYT FOR
LELAND STREET
HYDRO
CHP CHP
2-7 5m m
DR O
HMH
3) VB(
N
BA RT ONS TW
TW NS I MA
OTTAWASTREET
3 0 0S E WE R
CB
SHERMAN AVENUE
S HE R MAN
93+60
SMH
93+45
93+15
93+30
93+00
92+85
9 3 0 E 8 0 HK
WHP
WHP
ER ST MA Y Mc T SI VER I UN
AVE NU E
CHP
MATCHLI NE STA E7+280
450 SEW ER
300 W/ M 600 SEW ER
ST
275 mm
MH
943 937 939
WHP
SH
GA SM AI N I P 20 0
AVE AV NU E EN U
150 W/ M 275 E7+189. 1 m m51 HY
E7+174.835 SC
E7+162.835 TS
10 11
935
VC
375 SEW ER
C
E
910
E
VC
300 SEW ER
908
ST.ST CLA .C I R LAI R A VEA NV EN UE U
14
929
VC
CB
VC
150 W/ M
2-7 5m m 2-5 0m m
E7+094.302
E7+100
CS
SC
TS
7
927
VB
30 I P GASMAI N
904
ST
E7+084.302
E7+065.173
E7+055.173
AR D
TO TR OR B BO OUU LE LV EAV RD
P PR RO OCC
2 902
N
CB
900
50 I P GASM AI N
HMH
CHP B
HY DRO HY DRO
SE WE R
CB
30 0
> PROPOSED EB TRACK
CB
CB
150 W/ M
30 I P GASMAI N
HY DR O
W 7+191.025 CS
BELL DUCT CB
HK 08E 001 S
VC
92+70
600 SEWER 300 W/M 3 0 0S E WE R
VC
VB
1 3 888 892 886
HALRT-RD-NC026.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
VB
92+40
92+25
92+10
91+95
WHP
BMH
850
HY DR O
HYD
WHP
3 S 7 0 MHHJ B 9 0
HJ 0 9 E 0 7 2S MH
V GASVL
WHP
ERM CS BEL LCS AN ON H DE UI R T ( 1M 0DA )N
300 SEW ER
300 SEWER
WHP
CB
91+80
5 7 0 E 9 0 MH HJ S
3 0 0S E WE R
CHP
525 SEWER
91+65
6S 7 0 E 9 0 HJ MH
4 7 0 B 9 0 MHHJ S
91+50
91+35
91+20
91+05
90+90
CHP
CB
VC
HK 08B 002 SM H
HYDRO
CHP
1-50m m
V GASVL
V GASVL
HYDRO
TS
ST
CS
10-75m m
V GASVL
911 913 917
92+55
N P GASMAI 50 I
HMH
CB
SC
907
> PROPOSED WB TRACK
V GASVL
CHP
69 W 7+176.9
.969 W 7+166
.529 W 7+152
529 W 7+14 2.
W 7+135.051
TS
ST
901
SC
W 7+125.051
W 7+108.720
W 7+100
W 7+098.720 CS
W 7+086.873 SC
TS
HYDRO
HYDRO
10-75m m
893
867
1-50m m
HJ09E092
859
881
891
CB
NE STA E7+000 MATCHLI SMH
877
W 7+076.873
300 SEW ER
871 865
CB
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON 12 9
18
NOTES:
EASTBOUND
WESTBOUND
100 > SHERMAN AVENUE
95
El ev 87.33
PVT E7+095.09
El ev 87.44
PVIE7+080.09
PVC
PROPOSED TOP OF RAIL
El ev 87.48
90
E7+065.09
> PROCTOR BOULEVARD
> ST. CLAIR AVENUE
100
95
90
SHERMAN AVENUE STOP
S= 0. 72%
85
85
EXISTING GROUND
L = 30.00 m
No. 0
87.655
87.588
87.522
87.448
87.298
87.117
86.936
86.756
86.575
86.394
86.213
86.032
PROPOSED TOP OF RAIL PROFILE
87.550
87.443
87.388
87.257
87.128
87.089
87.028
86.967
86.723
86.327
85.984
85.773
EXISTING GROUND ELEVATION
E7+025
E7+050
E7+075
E7+100
E7+125
E7+150
E7+175
E7+200
E7+225
E7+250
E7+275
DESIGN C CHAINAGE L
REVISIONS EA Amendment
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E7+000
12:16:03 PM
K = 65.60
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC026.dgn
DWG. No.
SHEET No.
C11-12-10
9
895
10
21 00 mm
9
16
887
12
CONTRACT No.
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E7+000 TO STA E7+280
5 1
9
HALRT-RD-NC027.dgn
TW NS I MA
SANFORD AVENUE
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
WENTWORTH STREET
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
N
BA RT ONS TW
2 1 7 1
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
MAIN ST E
OTTAWASTREET
GAGEAVENUE
SHERMAN AVENUE
E7 +5 60 ST A
MA TC HL I NE
CB
HY DRO
1 075 mm
E7 +5 49 .80 3
D
2-75m m
150
0.6
W/ M
KI NG ST E
QUEENSTON ROAD
6 0 0S E WE R
LEGEND HY DR O
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
6 8 9
ST
CS
0 1
4 8 9
W /M RI C K AV AE NE V UN E UE 375
2 8 9
50 0
CARRI CKC AR
0 8 9
7
LELAND STREET
+5 51. 197 W7 VC
W/ M
96 +4 5
1 50
HM H
SEW E R
8 7 9
5
SHEET No.
C11-12-10
ST HY D VB
CB
9
8 1
CS
HP 50 I P G ASM AI N
E7+ 500
ARD
E7 BSC OULEV ARD
6 1
BARNE SDALE
N I P GASMA 50 I
BO ULE V
150+4 W 48 539 /M .
6 7 9
BARNES DALE
FAI R
0 E7+4 0
3.539 E7+4 1
8 6 9
6 7 9
TS
0 7 9
4 7 9
HK0 8 E 0 5 8
CB
C
3 > PROPOSED EB TRACK
2 7 9
CHP
S MH
E7+ 514 .80 3
600 SEW ER
VC
HYD RO
GAS VLV
CB
375 SEW ER
CHP
ER ST MA Y Mc T SI VER I UN
CHP
CB
CHP
9 9 9
96 +3 0
6 0 0S E WE R
1 075m m
O HYDR
+51 6.19 7
95+ 85
95+ 70
WHP
96 +15
95+55
50 I P G ASM VB AI N
96+ 00
HMH
DWG. No.
W7
600 SEW ER
SMH HK08B0 54
W 7+ 500
50 I P G AS M AI N
AI N 50 I P GA SM
95+4 0
CB
VB
CHP
300 SEW E R
VC
HM H 150 W /M
WHP
VC
CB
m 75m 01
> PROPOSED WB TRACK
HK 0 8 E 0 5 3
6 2
N
7 8 9
VC
MH S
CB
R WE E 5S 7 3
HO LT R FAI O AD RHOLT ROAD
2-75m m
HY DRO
2-75m m
SC 95+10
5 94 +9
5 94 +6
0 94 +8
R WE E 5S 2 5
95+25
HK08B 046
SM H
375 SE W ER
TS
7
W 7+44 9.933
4 .933 W 7+4 1
0 W 7+4 0
50 I P G AS 2 M AI 74 .4 4 +3N
W 7+357.460
.4 4 2 W 7+364 CS 0 94 +5
5 94 +3
4 5 9
ST
CS
SC
00 E7+3
TS
8.04 2 E7+33
7 10.93 E7+3
3.04 2 E7+32
HY D
37 95.9 E7+2
6 4 9
CB
HY DRO
S 37 E W 5 E R
VB VB
G ARFI ELD A V ENUE
CB
CHP
0 5 9
8 4 9
WHP
3 7 MH SE 5 S 0 5 0 WE B 8 0 R HK
VC
R WE E
5S 2 5 WHP
1 5 0 B 8 0 HK
1 8 9
CONTRACT No.
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
CB
AVENUE
W/M 500
CHP
MH S
3) ( VLV GAS
MH S
CB
1 4 0 E 8 0 HK
5) D V( GASVL VB HY
MH S
0 30 4 4 0 E 8 0 HK
W/M 50 1
O HYDR
CB
VC
ER W SE
CB
3 9 5 9 7 9 7 7 9 7 9 7
CHP
R WE E 5S 7 3
m 75m 01
VC VB
R
R WE E 0S 5 4
5 94 +0
0 93+9
3 4 0 B 8 0 K MH H S
MH S
GARFI ELD
0 94 +2
N SMAI P GA 50 I
VLV GAS
5 93+7
SMH HK08
CHP
CHP
1 7 9
5 6 9 7 6 9
3 6 9
7 5 9
W T 2-75m m S HY D RO
T
SC
W 7+347.460
TS
W 7+332.970
ST
W 7+322.970 CS
4 06.95 W 7+3 SC
00 W 7+3
954 296. W 7+ 150 W /M S
1 5
9 4 9
5 4 9
VLV GAS
ER SEW 300
0 7+28 E A T HY DRO 37 I NE S 2-75m m L H 5 C T SE A W 225 SEW E M R E E038
3 5 9
9 5 9
WHP
0 4 0 E 8 0 HK
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
N SMAI P GA 50 I
2 1
4 1
NOTES:
EASTBOUND
WESTBOUND
95 > CARRICK AVENUE
> BARNESDALE BOULEVARD
El ev 85.37
PVT E7+494.46
S= 0. 72%
90
El ev 84.84
PVIE7+439.46
PVC
PROPOSED TOP OF RAIL
El ev 85.24
E7+384.46
> FAIRHOLT ROAD
> GARFIELD AVENUE
95
90
96% 0. S=
85
85
EXISTING GROUND
L = 110.00 m K = 65.52
80
No. 0
REVISIONS EA Amendment
85.852
85.671
85.490
85.309
85.147
85.073
85.095
85.212
85.422
85.660
85.899
PROPOSED TOP OF RAIL PROFILE
85.588
85.459
85.356
85.302
85.030
84.851
84.762
85.049
85.342
85.535
85.802
EXISTING GROUND ELEVATION
E7+325
E7+350
E7+375
E7+400
E7+425
E7+450
E7+475
E7+500
E7+525
E7+550
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E7+300
PM
80
12:16:34 User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC027.dgn
1 5 9
1 6 9
4 2
D
6 1
4 1
FILE No.
KING STREET E
1 1
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E7+280 TO STA E7+560
FILE No.
CB
CB
CHP
CB
1
10
11
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
NASH ROAD
DUNDURN STREET
LWORTH AVENUE KENI
MAIN ST E
OTTAWASTREET
GAGEAVENUE
SHERMAN AVENUE
N
BA RT ONS TW
KI NG ST E
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE)
84 10
S PRO
9
HALRT-RD-NC028.dgn
TW NS I MA
80 10
E7+800
C T RE PE ST ST O PR PEC
E
44 10 48 10
m 5m 6-7
O DR HY
M W/
ET RE ST T
150
30 10
SE LRO ME
E7+700
ST
15
150
M W/
24 10
18 10
E OS LR NUE E M AVE
26 10
ER SEW 300
ER SEW 300
> PROPOSED EB TRACK
UE EN AV
E7+642.174
E7+623.174 CS
NA DI SPA
NA ENUE I AD AV SP
06 10 2 1 00 10 10 4 0 14 10 10
HMH
VE HA SYT FOR
LELAND STREET
CS 99+30
CB
ER ST MA Y Mc T SI VER I UN
BOND STREET LONGWOOD ROAD
W 7+850 .652
WHYDRO 7+836.736 SC m 4-100m 99+15
99+00
500 W/M
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
MATCHLI NE STA E7+840
SE WE R 52 5
CHP
UE EN AV
m 5m 2-7
CB
4 5 0S E WE R
HK 0 8 E 0 9 1
VC
HYDRO
14
15
3 7 5S E WE R
1 50 W/M
CB
CHP
150
O DR HY
E7+606.44 4
E7+600
TS
0 99
6 99
SC
E7+587.44 4
CB
2 99
S COT TP AR KSMH
S MH
HK 0 8 E 1 4 5 HMH
M W/
CHP
1 075mm
VC
CB
CB
ER SEW 300
VC
HYDRO
CHP
WHP
VB
98+70
VC
98+55
98+40
98+25
98+10
97+95
3 7 5S E WE R
WHP
HYD
CB
98+85
WHP
0S 9 0 E 8 0 HK MH
500 W/M
W 7+826.736 TS
ST
3-
WHP
VC
VC
CB
W 7+800
100
M W/
W 7+732.256
W 7+722.256 CS
W 7+713.260
mm 75 10-
SC
00 W 7+7 O DR HY 03.260 +7 O Sm m W 7 DR T 00 1 HY
W 7+674.715
CS
ST 1 50 W/M
HMH
75mm 01
M W/
W 7+665.720 SC
150
HK 0 8 E 0 6 4
3 7 5S E WE R
97+80
6 0 0 S E WE R
97+50
0 0 6 R WE E S
VC
S MH
N
HYDRO
VB
97+35
97+20
97+05
VC
S MH
MH S
31 00mm
WHP
CONTRACT No. DWG. No.
> PROPOSED WB TRACK
HYDRO
CHP
HYD
97+65
m 5m 2-7
275mm
WHP CB
0 8 2 HK E 0 6 3 6 0 E 8 0 HK
715 W 7+684 .
W 7+655.720
ST
DRO HY
TS
GA 150 P I 30
W 7+640.922
N M AI W 7+628. W / 922 SM
CS
ER SEW 900
0 50
M W/
W 7+605.192 HY DRO
4-75m m
B C
CHP 96+90
96+75
96+60
15 10
13 10
25 10
CB
60 NE STA E7+5 MATCHLI
B C
N I P GASMA 30 I RO 00mm HYD 1 2-
CHP
R WE E 0S 0 6
EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
15
NOT FOR CONSTRUCTI ON
12
NOTES:
EASTBOUND
WESTBOUND
95 > PROSPECT STREET S
El ev 86.83
PVT E7+698.78
> MELROSE AVENUE
El ev 86.94
PVIE7+658.78
> LOTTERIDGE STREET
E7+618.78 PVC
El ev 86.56
> SPADINA AVENUE
95
90
90 PROPOSED TOP OF RAIL
SCOTT PARK STOP
S= 0. 26%
96% 0. S=
85
85 EXISTING GROUND
L = 80.00 m K = 65.81
80
No. 0
REVISIONS EA Amendment
86.138
86.377
86.613
86.781
86.854
86.832
86.767
86.702
86.637
86.572
86.507
PROPOSED TOP OF RAIL PROFILE
86.042
86.313
86.441
86.605
86.691
86.646
86.485
86.413
86.375
86.428
86.434
EXISTING GROUND ELEVATION
E7+600
E7+625
E7+650
E7+675
E7+700
E7+725
E7+750
E7+775
E7+800
E7+825
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E7+575
80
12:17:00 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC028.dgn
SC
W 7+600
05 10 1 1 10
TS
W 7+593.192
13
E DG RI TE T LO
ET RE ST
KING STREET E
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E7+560 TO STA E7+840
FILE No.
14
HALRT-RD-NC029.dgn
VC
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
JAMESSTREETS
D AVENUE REI
MAIN ST E
GROYSTON ROAD CRAI
KI NG ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
CA NNONS TW
TW NS I MA
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
0 30
M W/
N
BA RT ONS TW
LWORTH AVENUE KENI
102+00
09E HL
CB
ER EW 0S 0 2 1
SHERMAN AVENUE
VC
MATC HLI NE S TA E8 +120
CB
MH
08 S 9E0 HL0
101+85
VB( 2)
ER ST MA Y Mc T SI VER I UN
GAGEAVENUE
CS
LELAND STREET
0 120
VC VC
VE HA SYT FOR
W 8+12 1.176
W 8+10 0
GE G ASEW ER
101+70
L M
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
CS
48 11 11
HT UG NA N CO
P I
21
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
15
30
P I
14
44 11
7
0 10
15
VB
E8+10 0
0 15
3
N AI SM GA
N AI SM GA
10
53 11
WHP
VC
B C
CO
10
B C
CHP
AV HT UG A NN
SC
E8+000
6
WHP
H SM 006
CB
30 I P GAS MAI N
R WE
2
A LS BA
0 15
36 11
VC
CHP
E 0 SE NU 30 E VE M A NU W/ E
E7+962.938
E AM AV M LS W/ A BM 0 15
1
WHP
101+55
101+4 0
101+25
6 0 0S E WE R
CHP
34 11
GE E GA AV CB
CB 101+10
VC
CB
GAS VLV
CB
N P GASMAI 00 I 1
N
00 15
30
P I VC
CB 100+95
GAS VLV
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
12
R WE SE
N AI SM GA
UE EN AVNUE
W 8+000 100+80
100+65
CHP
CB
VC
TS
E7+900
S MH
39 11
WHP
17
R TE NS I E L
RV EA ST N I LE
VC
UE EN V E A NU
0 15
E NU E E V U A EN
12
R WE E 0S 0 6
HK 0 9 E 0 9 3
45 11
49 11
GAS VLV
CB
> PROPOSED EB TRACK
8 VB E7+942.93 VC
CB
R WE SE 0 30
M W/
2
100+50
100+35
CB
B
98 10
VC
37 11
VB
R WE SE 300
CB
94 10
W 7+969.305
LV SV GA
EW ER 300 S
500 W/M CB
CB
N P GASMAI 30 I
MH S
VC
41 11
35 11
GAS VLV
CHP HYD VB
CB
2 8 0 E 9 0 HK
VC
> PROPOSED WB TRACK
WHP
M W/
R WE E 0S 0 6
25 11 27 11
CHP
C V
50 W/M 1
1 8 0 E 9 0 HK
CHP
SC
5 W 7+94 9.30 M W/ 0 15
100+05
99+90
VC
100+20
CB
23 11
) (4
MH S
VC
99+75
99+60
99+4 5
CB
TS
8 W 7+905.45 ST
W 7+900
W 7+895.4 58 CS
W 7+886.326 SC
TS
ST WHP
88 10
NOTES:
EASTBOUND
WESTBOUND
95 > GAGE AVENUE
E8+069.61
90
PVC
PROPOSED TOP OF RAIL
El ev 87.60
> CONNAUGHT AVENUE
El ev 86.57
PVT E7+962.02
> BALSAM AVENUE
S= 0. 26%
El ev 86.24
PVIE7+927.02
PVC
E7+892.02
El ev 86.33
> LEINSTER AVENUE
95
90
95% 0. S=
85
85 EXISTING GROUND
L = 120.00 m K = 24.00 L = 70.00 m K = 57.85
80
No. 0
REVISIONS EA Amendment
86.442
86.377
86.317
86.341
86.472
86.697
86.935
87.172
87.410
87.641
87.692
PROPOSED TOP OF RAIL PROFILE
86.443
86.407
86.294
86.170
86.215
86.472
86.733
86.961
87.169
87.477
87.550
EXISTING GROUND ELEVATION
E7+875
E7+900
E7+925
E7+950
E7+975
E8+000
E8+025
E8+050
E8+075
E8+100
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E7+850
PM
80
12:17:27 User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC029.dgn
HYD
WHP
C
A+30E7+840 NE ST99 MATCHLI
W 7+876.326
W 7+860.652
W 7+850.652 CS
W 7+836.736 SC
WHP WHP
21 11
DWG. No.
7
6
E8+11 4 .809
7
2
CONTRACT No.
OTTAWASTREET
KING STREET E
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E7+840 TO STA E8+120
31 9
SANFORD AVENUE
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
JAMESSTREETS
BAYSTREET
QUEEN STREET
WENTWORTH STREET
DUNDURN STREET
BOND STREET LONGWOOD ROAD
LELAND STREET
SC
MATCHLI NE STA E8+4 00
TW NS I MA
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
MAIN ST E
OTTAWASTREET
GAGEAVENUE
SHERMAN AVENUE
KI NG ST E
QUEENSTON ROAD
LEGEND
E8+4 07.214
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
SC
E8+4 00
TS
KI NGS T
31 8
104 +85
E8+397.214
CB
LDA HI
CA NNONS TW
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON 12
D BEN
P I
T EAS
NOTES:
EASTBOUND
El ev 86.78
E8+377.02 PVC
El ev 85.04
PVT E8+343.20
K = 24.00
90
5% 1 5. S=
L = 135.00 m K = 29.35
El ev 81.95
PVIE8+283.20
L = 120.00 m
> HILDA AVENUE
> DUNSMURE ROAD
> EAST BEND AVENUE
CP RAIL
> EAST BEND AVENUE
EXISTING GROUND
El ev 84.38
E8+223.20 PVC
PVT E8+189.61
El ev 85.74
> FAIRVIEW AVENUE
El ev 88.17
PVIE8+129.61
S= 4. 05%
85
85
PROPOSED TOP OF RAIL
L = 120.00 m K = 13.04
REVISIONS
87.483
87.014
86.283
85.315
84.304
83.566
83.307
83.527
84.226
85.386
86.674
87.871
87.554
87.745
87.994
88.249
88.687
88.950
89.380
89.340
89.464
89.618
89.730
89.775
EXISTING GROUND ELEVATION
E8+150
E8+175
E8+200
E8+225
E8+250
E8+275
E8+300
E8+325
E8+350
E8+375
E8+400
80
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E8+125
12:17:52 PM
80
0
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
95
90
EA Amendment
VE HA SYT FOR
W 8+411.471
W 8+400 W 8+401.471 TS
12 11 104 +70
ER 450 SEW
N AI ASM P G I 50
12 16
30 2
E UR SM N DU
AV E LDA HI
12 14
12 12 30 6 30 4
AD RO
ER M 300 SEW W/ SMH 150 111 HL09B
HY D
CHP
AVE
V LV G AS
HL 09 E0 22
E ER W R U SE 0 M 30 S N U D
VC
CB
CHP
N I A M S A G 0 0 2
HALRT-RD-NC030.dgn
31 7 31 5 31 3
HL 0 9 B 0 3 4 S MH
HL 0 9 E 0 3 3
29 6
CP
CB
104 +55
104 +4 0
104 +25
104 +10
103+95
WHP
29 8
AV ND E B E U TEN V /M AE8 EAS +300200 W
5 03 9E 0 L H
S MH
11 98
ER SEW 300
L RAI
L L E B
0 30
H SM
D A O R
T C U D
ER W SE
M /
0 0 1
500 W/M
CHP
E ENU
29 1 28 9 28 7 28 5
VC
6 7 5S E WE R
CB VC
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
95
No.
CONTRACT No. DWG. No.
31 1
30 7 12 07
12 05
12 03
12 01
11 99
11 97 103+80
300 SEW ER
CB
HL 09 E0 21 S
1 50 W/M
H M B
27 7 5
21
W
WHP
4 5 0S E WE R
28 1
28 3
17 L L E B
WHP 30 I P GASMAI N
S MHHL 0 9 E 0 2 0
11 94
11 90
E8+255.676
CB
ST
ST T C U D
N
W 8+300
150
018 HL09E
103+50
VC
SM H
11 85 11 86
76
11 84
11 676 E8+223. CS
11 74
SC
11 .902 72 E8+204
TS
E8+200
11 70
11 68
11 66
11 64
11 60
11 58
11 56
11 54
E8+13
.902 E8+172
C V
11 52 4 .809
11 50
11 88
> PROPOSED EB TRACK
N MAI P GAS 30 I
CHP
CHP
MH
CHP
M 500 W/
103+65
103+20
30 I P GASMAI N
C V
S MH HL 0 9 B 0 1 9
CHP
CHP
CHP
P I
WHP
4 5 0S E WE R
CB
R WE E 0S 5 4
VC
7 5 0S E WE R
1 1 0 E 9 0 HL
11 91
V D A BEN T M W/ EAS
ER SEW 225
ST
11 81
103+05
102+90
103+35
C V 5 102+7
MH S
6
ND T BE EAS ENUE
W 8+259.527
9
11
W 8+227.527
11 79
11 77
SC
11 75
11 73
11 83
9 00 SM 9E 0 L H
CS
4 W 8+208.75
10
W 8+200
W E I V R I A F
W
0 0 3
H
15 102+
50 W/M 1
CS
.809 E8+114
R WE E 5S 2 8
S MHHL 0 9 B 0 1 0
WHP
HYD
WESTBOUND
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC030.dgn
WHP
CB
0 102+6
HYD VB
5 102+4
WHP 0 102+3
+120 TA E8 S E N I L MATCH
5 22
W SE
ER
11 55
/
EW VI R I FA M
TS
V A
E U N E
E U N E V176.754 W8 A+
17 1.176 W 8+14 ST
1.176 W 8+12 CS
N MAI P GAS 50 I
50 I P GASMAI N
N I A M S A G 0 0 2
H SM
> PROPOSED WB TRACK
WHP
WHP
FILE No.
KING STREET E
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
PROPOSED TOP OF RAIL PROFILE
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E8+120 TO STA E8+400
21
FILE No.
CB
HY D
VB
VB
50 I P GASMAI N
B C W
10 91
12 64
M /
0 15
12 08 76 3 8 5
P WH
0 60
ER W SE
12 76
C
B
E8+600
E8+588.467
E8+574 .467
ST
SC
CS
12 68
E8+54 3.54 2
E8+529.54 2
12 66
12 62
12 60
TS
E AV AVE E L NDA E LE G LA
V GASVL
V GASVL
V GASVL
> PROPOSED EB TRACK
E8+500
0 15
12 58
12 54 12 56
M / W
W
IT
17
M LI
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
GROYSTON ROAD CRAI
OTTAWASTREET
MAIN ST E
NASH ROAD
DUNDURN STREET
QUEEN STREET
KI NGS T
QUEENSTON ROAD
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
P H
UP
ND GLE
CA NNONS TW
LEGEND
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
B C D
7 11 9E MH 0 S L H
GAGEAVENUE
SHERMAN AVENUE
107+70
107+55
CHP
GASVL V
GASVL V
0 30
P I
0 5
20
P WH
TS
C V 0 30
W SE
ER
G
M S A
N I A
16 15
CHP
W SE
ER
ST
12
8
CS
E8+4 40.84 8
4
E8+4 30.84 8
12 20
MH S
10 93
CHP 50 I P GASMAI N
11
0 6 0 E 9 0 HL
R WE E 5S 7 3
500 W/M
CHP
E8+407.214
VB
CB
VC
WHP
1 50 W/M
KI NG ST E
LWORTH AVENUE KENI
1 6 0 E 9 0 HL
107+4 0
K AR EP GAG MH S
VB
500 W/M
VE HA SYT FOR
LELAND STREET
TS VC
CB
N
BA RT ONS TW
TW NS I MA
V 82.257 E8 C +6
MH S
P CH 107+25
107+10
106+95
R WE E 5S 7 3
80 A E8+6 T S E N I MATCHL
0 15
2 06 00 3 9E L0 H H
SM
8 5 0 E 9 0 HL
VC
P WH
P CH
HYD VB
WHP
VB
106+80
106+65
WHP
ER ST MA Y Mc T SI VER I UN
BOND STREET LONGWOOD ROAD
W 8+691.037
N M / W ER W SE
HL 0 9 E 0 4 0
106+50
106+35
CB
0 30
106+20
106+05
3 7 5S E WE R
ER
WHP
W SE
WHP
HALRT-RD-NC031.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
B
M M EL EL B
T NT N O O
12 73
ST
CS
A
W 8+600
W 8+563.034
8 6
W 8+54 9.034 C
30 I P GASMAI N 105+90
VC
S MH
105+75
HL MH 0 9 B 0 4 1S
30 I P GASMAI N
105+45
105+30
CB
WHP 105+60
V
V 105+15
105+00
6 0 0S E WE R 3 7 5S E WE R
VC
E E U U N N E E AV V
G P I 0 5
MW E /I W V 0L E 15 B
12 67 C
> PROPOSED WB TRACK
WHP
SHEET No.
C11-12-10
14
10
N I A M S A
SC
12 65
2
E EW U I N V EL E B AV
E U N E W 8+51 8.109 AV
TS
12 57
12 53
W 8+504.109
W 8+500
4 4
W 8+44 5.106 ST
6
W 8+435.106 CS 42 E0 09 ER L H H EW M S S 0 30
5
5
1 50 W/M
SC
MATCHLI NE STA E8+40310 8 E8+4 00
E8+397.214 TS
12 17
7
SC
TS
W 8+4 11.471
W 8+401.471
8
19
21
10
DWG. No.
NOTES:
CB
P WH
EASTBOUND
IG S E
N
WESTBOUND
100
> BELMONT AVENUE
D
> BELVIEW AVENUE El ev 90.63
El ev 90.25
PVIE8+444.52
95
PVT E8+512.02
> GLENDALE AVENUE
100
PROPOSED TOP OF RAIL
95
GAGE PARK STOP
55% 0. S=
90
90
EXISTING GROUND
L = 50.00 m K = 65.05 L = 135.00 m K = 29.35
No. 0
87.871
88.857
89.629
90.188
90.534
90.697
90.834
90.972
91.109
91.247
91.384
91.522
89.775
89.899
90.043
90.255
90.335
90.541
90.643
90.825
90.998
91.140
91.174
91.275
E8+425
E8+450
E8+475
E8+500
E8+525
E8+550
E8+575
E8+600
E8+625
E8+650
E8+675
85
E8+400
12:18:19 PM
85
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC031.dgn
WHP
WHP
CONTRACT No.
12
21
KING STREET E
REVISIONS EA Amendment
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E8+400 TO STA E8+680
N AI P G ASM I
CHP
CB
CHP P
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
OTTAWASTREET
MAIN ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
KI NG ST E
GAGEAVENUE
SHERMAN AVENUE
CA NNONS TW
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
CS
0 6 1 1
SC
TS
47 E8+921.7
47 E8+904 .7
5
CS
E8+894 .178
E8+900
0 0 1 1
TS
0 8 0 E 9 0 HL
E8+800
MH S
4 57 E8+937.
3
0 2 1 1
57 E8+951.4
WH CB
CB
CB
ST
WHP
VE HA SYT FOR
LELAND STREET
BMH
SC
/M
CHP
CHP
BMH
VC
> PROPOSED EB TRACK
HY D VB
110+4 0
R CB WE E 0S 0 6 CB
N
BA RT ONS TW
TW NS I MA
E8+968
5 1 1 B 9 0 HL CB
WHP
WHP
110+25
0S 1 MH 1 B 9 0 HL
8 9 0 E 9 0 MHHL S
CB
110+10
R WE E 0S 0 3
ER ST MA Y Mc T SI VER I UN
BOND STREET LONGWOOD ROAD
W 8+968.655 CS
2.176 W 8+93 SC
17.176 W 8+9
109+95
109+80
109+65
109+50
109+35
VC
CB
TA E8+960 S E N I L H C T A M .183
ST
TS
AV ENUE BALM O RAL
150 W /M
AVENUE 00 W 8+9 17 1 . 3 0 W 8+9
8.117 W 8+88
SC
CS
3 W 8+854.34
W 8+839.34 3
150 W /M
TS 109+20
CB
S UL
MH S
R WE E 0S 0 3
MH S
HYD
RS
8 9 0 E 9 0 HL
E8+877.178
R EW E 0S 130
BALM ORAL
AVENUE
CB
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
WHP
0 2 1 1
ST
E8+726.001
CHP
R WE E 0S 5 7
O R D
CS
VC
Y H
E8 +7 00
5 4 6 1 4 1
NOT FOR CONSTRUCTI ON 1 1
NOTES:
EASTBOUND
WESTBOUND
100
El ev 91.88
PVT E8+959.49
El ev 91.86
PVIE8+944.49
PVC
PROPOSED TOP OF RAIL
El ev 91.81
E8+929.49
> BALMORAL AVENUE
El ev 91.50
PVT E8+844.67
El ev 91.42
PVIE8+824.67
> ROSSLYN AVENUE El ev 91.47
PVC
E8+804.67
> KENSINGTON AVENUE
El ev 91.63
PVT E8+729.70
El ev 91.68
PVIE8+704.70
El ev 91.55
E8+679.70
100
PVC
95
HALRT-RD-NC032.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
9 4 1 1 1 5 1 1
7 4 1 1
3 4 1 1
VB
E8+738.001
W
N
MH S
m
E8 +6 94 .2 57
20 0
6 0 3 1
VC
450 W/M
WHP
C B
9 1 1 3 1 1 14
CHP
R WE E 0S 5 7
VC
WHP
ROSSLYN
SM H 50 W/M 1
R WE E 5S 7 3 300 W/M
7 2 1 E 9 0 MHHL S
SE W ER
7 3 1 1
3 3 1 1
WHP
> PROPOSED WB TRACK
109+05
108+90
108+60
108+45
108+30
108+75
WHP
CB
6 1 1 B 9 0 MHHL S
WHP
WHP
RO SSLY N
W 8+800
W 8+74 6.780 ST
ER SEW 1300
WHP
CHP CB
CB 60 0
AV ENUE
AVENUE NGTON NSI KE1 50 W /M
CS
9 0 1 1
1 3 1 9 1 2 7 1 1 2 5 1 1 2 1 1
HYD
1 0 1 1
9 7 0 E 9 0 HL
CB
SC
7 0 1 1
3 2 1 1 WHP
m 0 10 -
T S
1 1 1 1
9 1 1 1
CHP
108+15
108+00
+8 5 10 7
MH S
3 1 1 1 5 1 1 1
0 2
HYD
VB VC R WE E 5S 7 3
CB
WHP
N P GASMAI 30 I
2 2
4
95
37% 0. S=
S= 0. 22%
90
90 EXISTING GROUND
L = 30.00 m L = 50.00 m
K = 124.21
L = 40.00 m
K = 65.05
K = 68.11
85
No. 0
REVISIONS EA Amendment
91.627
91.639
91.586
91.531
91.477
91.452
91.516
91.608
91.700
91.792
91.868
91.505
91.529
91.368
91.262
91.217
91.183
91.316
91.350
91.537
91.630
91.776
E8+700
E8+725
E8+750
E8+775
E8+800
E8+825
E8+850
E8+875
E8+900
E8+925
E8+950
PM
85
12:18:44 User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC032.dgn
VC
B WHP C
9 1
6 1
VC
HL09E078 SMH 300 SEW ER
0
E8 +6 8 2 .2 5 7
MA TC HL I NE
ST 10 A 7
+7
WH P
DWG. No.
SHEET No.
C11-12-10
0 5
W 8+734.780
W SC
E8 +6 80
WH P
CONTRACT No.
3 5
V ENUE50 NG TO N A KENSI
8+ W 8 70 +7 3. 00 03 7
9 0 3 1
T S
W
8 +6 91 .0 3 7
1 2
FILE No.
MAIN STREET E
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E8+680 TO STA E8+960
FILE No.
1 2
500 W/M
CB
> PROPOSED EB TRACK
2 1
E9+190.247 CS
E9+200.247 ST E9+200
E9+181.387 SC
N P GASMAI 31 I
A
TS
1 1
SV
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
JAMESSTREETN
CATHARI NESTREET
VI CTORI AAVENUE
CENTENNI ALPARKWAY
PO TT RU FF RO AD
BAYSTREET
JAMESSTREETS
NASH ROAD
DUNDURN STREET
QUEEN STREET
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE)
2 1 2 1 8 1 0 3 2 1
EAST BOUND TRACK USED AS REFERENCE LINE
HYDRO
E9+100
500 W /M
W /M
0 1 2 1
WHP
VC
RS
OTTAW A
STREET450
8 0 2 1
6 9 1 1
SV
LONDO N STREET
CB
02 HM 09E0
VC
OTTAW A STREET
315x555 BELL DUCT
HY DRO
2 1 1 1
S
VC
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
2-75m m
N P GASMAI 50 I
CHP
VC
V
SMH
SMH
435 X 435 BELL DUCT
435 X 555 BELL DUCT
S
150 W /M
C
300 SEW ER VC
E9+000
0 9 1 1
6-100m m
2 1
BMH
2) BMH(
VC
BELL DUCT
1 3 7
195 X 195 BELL DUCT
ST
GROSVENO R AV ENUE
GROSVENOR AV
E8+982.183
E8+968.183 CS
WHP
WHP
RS
SV
SV
CB
4
L DUCT 555 BEL 820x
555x555
BMH
L DUCT BEL
WHP
T.387 E TRE S E9 +1 71
CB
L DUCT 435 BEL 435x
B
S UL
LONDON
S UL
CB
CB
WHP
WHP EMPTY) L DUCT ( 555 BEL 060x 1 CB BMH
CB
CHP
CB
MAIN ST E
SMH
R WE E 0S 0 5
SMH
R WE E 0S 0 5
300 SEW ER
SMH
7 1 0 E 9 HM0
4 0 1 0 E 9 S MH HM0 3 0 0 S E MHHM0 9
3 0 0S E WE R
450 W/M
4 1 1 B 9 0 HL
BOND STREET LONGWOOD ROAD
6 9 0 E 9 HM0
MHHL09E125 S
3 0 0S E WE R
BMH
HL09E099 SMH
KI NG ST E
D AVENUE REI
CB
KI NGS T
PARKDALE AVENUE
50 W/M 1
SV
CA NNONS TW
GROYSTON ROAD CRAI
SVCHP
SV
SV
VE HA SYT FOR
LELAND STREET
S UL
A
N
BA RT ONS TW
LWORTH AVENUE KENI
SV
S UL
HALRT-RD-NC033.dgn
TW NS I MA
OTTAWASTREET
SV
A
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
VB HYD
SVCHP
112+95
112+80
CB
50 W/M 1
CHP SV
112+65
112+50
112+35
VC
112+20
112+05
111+90
VC
111+75
OTTAWA
CB
111+60
1500 W/M
111+45
111+15
CB
111+00
110+55
110+70
110+85
S UL
S UL
C V
CHP 111+30
CHP
S UL
G
300 SEW ER
VC
NE STA E9+240 MATCHLI
ST
> PROPOSED WB TRACK
VC
HYD
7 1 2 1
GAGEAVENUE
W 9+200
N
113+10
RS
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
7 0 2 1 9 0 2 1
ULS
SV
CS
5 0 2 1
W 9+192.159
W 9+178.159
SV
CB SV
W 9+157.514
GASV LV
SC
TS
M /
150 W /M
W
ST
0 0 3
3 0 2 1
0 0 5
CB
NE STA E8+960 MATCHLI
M /
W 9+14 3.51 4
W 9+129.33 0
W 9+111.330
W 9+100
W 9+095.454
CS
W
VC
NOTES:
EASTBOUND
WESTBOUND
100
90
El ev 91.36
PVT E9+234.35
S= 0. 57%
El ev 91.35
PVIE9+204.35
3% 1 0. S=
PVC
PROPOSED TOP OF RAIL
El ev 91.52
E9+174.35
> LONDON STREET
El ev 91.95
PVT E9+096.98
El ev 92.04 > OTTAWA STREET
PVIE9+081.98
PVC
OTTAWA STREET STOP WEST
El ev 92.02
E9+066.98
> GROSVENOR AVENUE
100
95
95
90 EXISTING GROUND
L = 30.00 m K = 43.22
L = 60.00 m K = 95.80
85
No. 0
REVISIONS EA Amendment
91.903
91.935
91.967
91.998
92.023
91.937
91.795
91.653
91.512
91.404
91.362
91.814
91.904
91.947
91.868
91.783
91.754
91.722
91.606
91.470
91.258
91.178
E8+975
E9+000
E9+025
E9+050
E9+075
E9+100
E9+125
E9+150
E9+175
E9+200
E9+225
85
12:19:12 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC033.dgn
DWG. No.
113+25
N P GASMAI 50 I
W HP
SC
500 W /M
6-100m m
2 4
CONTRACT No.
4 1
8
HYDRO
W 9+077.454 TS
BELL DUCT
WBE HP LL DUCT
W 9+000
ST
CS
W 8+968.655
W 8+983.655
MAIN STREET E
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E8+960 TO STA E9+240
SMH
R WE E 0S 5 3 0X1 0 8 1
SMH
2) SV(
TSU
SV
WHP
V GASVL
VC
8 6 2 1
6 6 2 1
6 7 2 1
ET STRE NCE S PROV I TREET NCE I
E9+400
N P GASMAI 50 I
PARK
5 1
CB
WHP
0 8 2 1
0 7 2 1
2 8 2 1
6
1 1
TSU
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
MAIN ST E
OTTAWASTREET
GAGEAVENUE
KI NG ST E
GROYSTON ROAD CRAI
TW NS I MA
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
N
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
PROV
0 1
8 7 2 1
VC
GRAHAM
2 6 2 1
4 6 2 1
TSU
50 V IP GASMAIN GASVL
50 IP GASMAIN
RS
> PROPOSED EB TRACK
0 6 2 1
SV
S UL
CB
A
WHP
E9+519.071
CHPSV
CB
SV
AVENUE
WHP
N P GASMAI 50 I
A
CB 450 SEW ER
ULS
50 IP GASMAINA A 50 IP GASMAIN
CB
150 W /M 600 SEW ER
CB
WHP
GRAHAM
2) SV(
150 W /M
WHP
E9+500 NUE AVE
2) SV(
HALRT-RD-NC034.dgn
BA RT ONS TW
LWORTH AVENUE KENI
2 5 0 E 9 HM0
HM09E090
SV
0 4 2 1
PARK ROW ROW
CB VC
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
CHP
LELAND STREET
W 9+519.756
G
NE STA E9+520 MATCHLI
115+65
50 W/M 1
CHP
SV
CHP
116+10
SV
115+95
CHP SV( 2)
115+50
115+35
SV
115+80
SV
VB
600 SEW ER
50 IP GASMAIN
2) SV(
0 1
SC
G A
W 9+500 450 SEW ER
150 W /M
TSP W 9+4 94.756 SV
TS
450 SEW ER
HYD
CB
ULS
N P GASMAI 30 I
E9+300
6
1 1
TSU
VC
CB
SV
9
CB
SV
E9+494 .071
SV
1 8 0 0X1 3 5 0S E WE R
CHP 115+20
RS
CHP
115+05
114+75
V G GS
N P GASMAI 150 I
SV
CHP SV
SV
114+90
HYD
114+60
114+45
SV VB
1 9 2 1
A
TS
4
TSU
G
150 W /M
3
5 8 2 1
VC
ULS SV
GASVLV
A
RS
N P GASM AI 150 I
RS
SV
ULS
2) SV( 50 W/M 1
900 SEW ER
N P GASMAI 50 I
2
SV
N P GASMAI 31 I A
BMH
W HP
150 W /M
1
EDGEMONT
STREE
A
750 SEW ER CB
CB
ET EDGEMONT STRET
WHP
2) SV(
2) SV(
CB
SMH
CB
WHP
9 7 2 1
5 7 2 1
9 3 0 E 9 HM0
BELL CONDUIT
2) SV(
114+30
VC
A
WHP VENT
1 8 2 1
SV
G
S UL
G
1 8 0 0X1 3 5 0S E WE R
HM0 9 E 0 1 8
7 5 2 1 9 5 2 1
SV
N
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
G
SV SV CHP CB
9 4 2 1
> PROPOSED WB TRACK
G
114+15
VB
SV
SV
CHP
SV
WHP
CB HM09B095 SMH
SV
7 4 2 1
3 2 5 4 2 1 14
3 5 2 1
VC
HM0 9 E 0 9 7
VC
150 W /M
WHP
114+00
SV HYD SV
SMH
SMH
375 SEW ER
SV RS
5 3 2 1 3 27 1
113+85
CB
SV
113+70
113+40
CHP
113+55
VC
W 9+400
RS
SV
W 9+300
575x4 75 BELL DUCT 150 ER W /M 300 SEW
1 3 2 1
7 2 2 1
VB
300 SEW ER
MATCHLI NE STA E9+240
1 2 2 1 3 2 2 1
A
HM0 9 E 0 9 6
NOTES:
EASTBOUND
WESTBOUND
100 > GRAHAM AVENUE
> PROVINCE STREET
El ev 91.59
PVT E9+399.16
El ev 91.45
PVIE9+379.16
El ev 91.44
PVC
E9+359.16
> PARK ROW
> EDGEMONT STREET
100
95
95 PROPOSED TOP OF RAIL
% 71 0. S=
S=0.06%
90
90 EXISTING GROUND
L = 40.00 m K = 61.71
85
No. 0
REVISIONS EA Amendment
91.372
91.387
91.402
91.417
91.431
91.466
91.596
91.773
91.950
92.127
92.303
PROPOSED TOP OF RAIL PROFILE
91.111
91.140
91.179
91.217
91.272
91.298
91.463
91.649
91.834
91.996
92.099
EXISTING GROUND ELEVATION
E9+275
E9+300
E9+325
E9+350
E9+375
E9+400
E9+425
E9+450
E9+475
E9+500
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E9+250
85
12:19:40 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC034.dgn
9 1 2 1
9 3 2 1
1 4 2 1
5
CONTRACT No. DWG. No.
SC
1675 X1275 SEW ER
50 IP GASMAIN
UP
SMH
5 1
2 1
50 IP GASMAIN
3 3 2 1
CB
1
6 1
N P GASMAI 50 I
5 1
2 1
FILE No.
MAIN STREET E 1
DESIGN C CHAINAGE L
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Water Plan:
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan:
1m
2m
VERTICAL
4m
EASTBOUND TRACK
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E9+240 TO STA E9+520
AVENU
50 IP GASMAIN
SMH
SV( 2)
A
HALRT-RD-NC035.dgn
4 6 3 1
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
JAMESSTREETS
D AVENUE REI
LWORTH AVENUE KENI
MAIN ST E
GROYSTON ROAD CRAI
KI NG ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
CA NNONS TW
TW NS I MA
GAGEAVENUE
LELAND STREET
N
BA RT ONS TW
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E9+800
E9+797.561
E9+787.561
E9+772.597
2 6 3 1
CS
TS
0 6 3 1
SC
E9+762.597
CB 50 I P GASMAI N
SV
HUXLEY
SV
ST
525 SEW ER
GASVL V
RS
RS
E9+707.677
2 4 3 1
SV
CB
VC
ST
CS
8 5 3 1
0 4 3 1
E9+700
4 3 3 1
E9+696.677
E9+681.637
100 I P GASMAI N
CB
> PROPOSED EB TRACK
WHP
WHP CB
150 W /M
GASVL V
25 SEW ER AVE NUE
CB
CB
UP
CB
SV
RS
HUXLEY AV ENUE 5
WHP
RS
RS
750 SEWER
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
CHP
MATCHLI NE STA E9+800
118+80
118+65
SV
SV
CB WHP
WHP
SC
750 SEW ER
SV
CB
SMH
VC
CB HM09B070 SM H
EX W EXFORD W AV RD AVEN UE EFO NUE 1200 SEW ER
E9+600
WESTBOUND
118+50
VC
SV
SV SV
VE HA SYT FOR
W 9+804.022 ST
W 9+800
W 9+793.022 CS
W 9+786.013
W 9+775.013
SC
9 6 3 1
OTTAWASTREET
50 P GASM AI N W 9+758.823 I
TS
3 6 3 1
5 7 6 3 1
VB
HYD CHP
50 I P GASMAI N 50 I P GASMAI N
RS
VC
E9+564.201
ST
CS
SC
CBCHP
CB
CB
SV
SE W ER
SM H
Might be Buried
75 0
HM09E071
WHP
G
ST
1 6 4 3 1
118+35
300 W/M
118+20
118+05
117+90
G
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
N
2 7 0 E 9 HM0
E9+670.637
WHP
600 SEW ER
W 9+735.820
W 9+724.820
31 I P G ASMAI N 30 I P G ASM AI N SV W 9+747.823
W 9+708.335
W 9+700
W 9+697.335
CB
SV
SV
SV
1050 SEWER
TS
CB
SV
E9+539.201
SV( 2)
SV( 2) CHP
SMH
WHP
CS
CB
117+75
VB
SV SV
G
117+60
CHP
CHP
HYD SV
8 6 0 E 9 HM0
VC
S
SV
VC SV
1275 SEWER
WHP
DWG. No.
> PROPOSED WB TRACK RS
CONTRACT No.
4 1
A
HM09E053
SMH
R WE E 0S 0 4 1
3 5 3 1
9 5 3 1
7 5 3 1
RS
ML ML SV (2)
SV
CHP
1 5 3 1
CHP
117+45
CB
A
117+15
SV 117+00
116+25
SV
CHP SV
SV
VB
1 50 W/M
A
116+85
HYD
116+40
CHP
116+70
SV
SV
116+55
SV
TSP
117+30
VC
3 4 3 1
5 5 3 1
TS
3 2 3 1
5 4 3 1
ST
525 SEW ER
1 2 3 1 CB
1 4 3 1
7 4 3 1 9 4 3 1
CS
7 2 3 1
W 9+682.295
9 1 3 1
SC
5 1 3 1
TS
UP
W 9+600
1 1 3 1
CB TSP
A
W 9+671.295
2 1
RS
150 W /M
525 SEW ER
ST
3 1
150 W /M
HOUGHTON
HOUGHTON AVENUE
CB
SV
W 9+564.886
2 1
00 R 12 W E SE
7
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
2 1
NOTES:
EASTBOUND
105
El ev 93.14
PVIE9+792.57
PVC
PROPOSED TOP OF RAIL
El ev 93.12
E9+777.57
El ev 92.86
PVT E9+594.14
100
El ev 92.83
PVIE9+574.14
El ev 92.69
E9+554.14 PVC
95
> HUXLEY AVENUE
> WEXFORD AVENUE
> HOUGHTON
AVENUE
105
100
95
4% 1 0. S=
% 71 0. S=
EXISTING GROUND
90
90 L = 30.00 m L = 40.00 m
K = 6535.56
No. 0
REVISIONS EA Amendment
92.480
92.657
92.803
92.865
92.901
92.938
92.974
93.010
93.046
93.082
93.118
93.154
92.294
92.485
92.630
92.601
92.639
92.749
92.789
92.809
92.901
92.874
92.886
93.011
E9+525
E9+550
E9+575
E9+600
E9+625
E9+650
E9+675
E9+700
E9+725
E9+750
E9+775
E9+800
12:20:09 PM
K = 71.06
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC035.dgn
CHP
5 0 3 1
CS
1 9 2 1
MATCHLI NE STA E9+520
SC
W 9+519.756
W 9+539.886
6 1
FILE No.
MAIN STREET E
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2016 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E9+520 TO STA E9+800
FILE No.
MAIN STREET E
6
0 4 4 1
SANFORD AVENUE
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
JAMESSTREETS
BAYSTREET
QUEEN STREET
WENTWORTH STREET
DUNDURN STREET
BOND STREET LONGWOOD ROAD
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
OTTAWASTREET
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
El ev 93.22
PVT E10+038.87
El ev 93.15
PVIE10+021.37
PVC
E10+003.87
El ev 93.18
100
El ev 93.29
PVT E9+927.88
El ev 93.31
PVIE9+912.88
El ev 93.29
E9+897.88 PVC
> GARSIDE AVENUE
> CROSTHWAITE AVENUE
AVENUE > KENILWORTH
> TUXEDO AVENUE El ev 93.16
PVT E9+807.57
KENILWORTH STOP
4% 1 0. S=
PROPOSED TOP OF RAIL
95
40% 0. S=
S= 0. 1 5%
EXISTING GROUND
90
90 L = 30.00 m
L = 30.00 m
L = 35.00 m
K = 103.47
K = 63.36
93.154
93.189
93.224
93.259
93.294
93.293
93.256
93.219
93.181
93.179
93.264
93.365
93.011
93.104
93.135
93.136
93.056
93.079
92.981
92.911
92.921
92.978
93.099
93.241
E9+800
E9+825
E9+850
E9+875
E9+900
E9+925
E9+950
E9+975
E10+000
E10+025
E10+050
E10+075
K = 6535.56
12:20:36 PM
MAIN ST E
105
95
User:wuj6 17/05/2017
KI NGS T
EASTBOUND
100
0
CA NNONS TW
NOTES:
105
REVISIONS EA Amendment
KI NG ST E
CB
5
WESTBOUND
No.
N
BA RT ONS TW
TW NS I MA
GAGEAVENUE
SHERMAN AVENUE
121+65 SMH
E10+079.59 3
ST
CS
SC
VC
GARSI DE
3
ENUE GARSI DE AV 525 SEW ER
E10+064.593
E10+051.617
E10+036.617
TS
CROSTHW AI TE
30 I P GASMAI N
VE HA SYT FOR
LELAND STREET
W 10+080.6 44 CB
HN09B023
SMH E R S E W 90 0
121+50
121+35
CB
MATCHLI NE STA E 10+080
CS
ST
900 SEW ER
W 10+065.64 4
W 10+052.674 SC
TS 121+20
E10+000
AVENUE
AVENUE 525 SEW ER
E9+986.135 ST
9
CROSTHW AI TE
E9+974.135
50 I P GASMAI N
6 2 4 1 0 3 4 1
HYDRO
> PROPOSED EB TRACK
CS
E9+955.441 SC
E9+943.441
HYDRO 4-50m m 300 W /M
TS
AVENUE
HYDRO
2 2 4 1
4 2 4 1
LW ORTH KENI
TUXEDO TUXEDO
5 1
LW ORTH AVENUE KENI 600 SEW ER
2 9 4 3 1 1
0 1 4 1
9-100m m
E9+900
525 SEW ER
825 SEW ER
AVENUE UE AVEN
S MH
V
W HP
SV
R E
SMH HM09B084
4 8 3 1
W E S
WHP
HN09E008
CB
30 I P GASMAI N
N P G ASMAI 30 I
WHP
SV
21 00mm
0 9 3 1
S MHHN0 9 E 0 2 1 5 52
CB
WHP VC
CHP
8 8 3 1
E9+800
121+05
S MH HN0 9 E 0 2 2
VC
RS
WHP
VC
ER ST MA Y Mc T SI VER I UN
W /M
CB
WHP
CB
VC
150 AVENUE
CB
ER
VC
RS
VB
HN09E020SMH
WHP
VC
HYDRO
HYD V
HALRT-RD-NC036.dgn
WHP
S MH W SE
WHP
120+90
VC
SV
WHP SV
SV CB
6 7 5S E WE R
WHP
SV
VC
120+75
300 W/M
HN09E007 CB
W 10+037.674
W 10+000
W 9+983.095 ST
120+60
120+45
120+30
CB
HN0 9 E 0 0 1
CB
1 5 4 1
CHP
CB
S MH R WE E 0S 5 4
150 W /M
W 9+973.095
SC
TS
ST
CS
W 9+961.157
W 9+951.157
W 9+936.24 8
W 9+925.248 120+15
HN09E002
SMH
45 0
SE WE R
120+00
CS
900 SEW ER
W 9+913.769
9-100m m 4-50m m VC
SC
HYDRO HYDRO
W 9+900 W 9+902.769
TS 119+85
119+55
119+40
CHP
CB
1 1 5 0S E WE R
WHP
6 6 3 1
4 1
HYD VB
HYDRO
CB
A S MH CB
CHP
MH S
5 R 82 W E E S
WHP
3) SV(
7 8 0 E 9 HM0
825 SEWER
MH S
H T W OR L NI KE
1 5 4 1
5 52
8 8 0 E 9 HM0
300 W/M
150 W /M
300 W/M
VC
1 4 4 1
CHP
R E
119+10
CHP
3 4 4 1
5 7 3 9 3 4 3 4 1 4 1 1
> PROPOSED WB TRACK
W E S
118+95
SV
CB V
119+25
SV
CHP
CHPCB
VB
119+70
SV
VC SV
CHP
9 2 4 1 1 3 4 1
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
CB
RS
MH S
1 2 4 1
7 0 4 1
50 11
NE STA E9+800 MATCHLI
CB
3 9 3 1
3 0 4 1
5 9 3 1
N 4 1
DWG. No.
5 1
50 I P GASMAI N
1 8 3 1 3 8 3 1
3 7 3 1
150 W /M
300 SEW ER
W 9+804.022 ST
5 7 3 1
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC036.dgn
6 1
2 1
9
CONTRACT No.
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E9+800 TO STA E10+080
1 2
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
GROYSTON ROAD CRAI
OTTAWASTREET
GAGEAVENUE
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
SHERMAN AVENUE
MATCHLI NE STA E10+ 360
124 +50
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
8 1 5 1
PROPOSED TOP OF RAIL (PROFILE)
EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
N P GASM AI 30 I
> TRAGINA AVENUE
> COPE STREET
> BARONS AVENUE
> CAMERON AVENUE
105
El ev 93.64
PVT E10+186.16
El ev 93.71
PVIE10+161.16
El ev 93.61
PVC
E10+136.16
100
PROPOSED TOP OF RAIL
95 S= 0. 29%
EXISTING GROUND
90
90 L = 50.00 m
REVISIONS
93.466
93.566
93.654
93.662
93.598
93.524
93.451
93.378
93.304
93.231
93.157
93.409
93.415
93.497
93.533
93.394
93.292
93.213
93.152
93.094
92.859
92.971
E10+100
E10+125
E10+150
E10+175
E10+200
E10+225
E10+250
E10+275
E10+300
E10+325
E10+350
12:21:01 PM
K = 71.83
User:wuj6 17/05/2017
MAIN ST E
EASTBOUND
40% 0. S=
0
KI NG ST E
NOTES:
95
EA Amendment
KI NGS T
EXISTING GROUND LINE (PROFILE)
100
No.
CA NNONS TW
TW NS I MA
LWORTH AVENUE KENI
W 10+352.562
HN09E058
4 1 5 1
WESTBOUND
105
N
BA RT ONS TW
1 00 I P GASMAI N
E10+351.419
2 1 5 1
450 SEW ER
0 1 5 1
AVENUE
0 0 5 1
8 0 5 1
E10+336.602
4 0 5 1
SC
6 9 4 1
NA TRAGI
2
1
2 9 4 1
VC
CB
> PROPOSED EB TRACK
4 9 4 1
WHP
SMH
SMH
MH S
SV
HYDRO
ER ST MA Y Mc T SI VER I UN
6 7 5S E WE R
E R
HN09B092
50mm 1
HYDRO
S E W
CS
WHP CB
WHP 00mm 1 2-
124 +35
45 0
NA AV ENUE TRAG I
SV
WHP SV
E10+316.602
0 9 4 1
W 10+337.746
SMH
150 W /M
SMH 123+90
H N 09 E 06 0
123+75
123+60
123+45
123+30
SMH
9 0 0S E WE R
E10+300
4 8 4 1
2 8 4 1
SV
6 8 4 1
E10+200
N P GASMAI 50 I
0 8 4 1
CAM ERON
2
WHP
H
S AV ENUE E BAR AVENU NS ROON BA 150 W /M
W /M
450 SEW ER
ST
CS
7
HN0 9 E 0 9 1 HN0 9 E 0 5 9
V
150 AV NE E UE NUEN CAMEROAV
E10+132.999
E10+119.999
E10+108.04 1
SC
DE GARSI
TS
E10+100
E10+095.041
W /M 150 E AVENU
6 6 4 1
2 6 4 1
2 7 4 1
8 6 4 1
VC
WHP
E R
N P GASMAI 50 I
CB
V GASVL
HN09
E10+079.593 E020
123+15
SMH VC
5 52
R E
R WE E 5S 2 5
CB
ST
M S
CB
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC037.dgn
CB
450 SEW ER
SV
WHP
SV
SV
0 4 0 E 9 HN0
SV SVSV
H
W E S
GASVL V
CHP
R E
CB
WHP
CB
M S
HYD
W E S
WHP
ER
CB
H N 09 E 05 0 VC 45 0 CB S E W
2 4 0 E 9 HN0
VC CB
300 W/M
1 5 0 E 9 SMH HN0
R WE E 0S 0 3
SMH
W SE
WHP
VC
VC
CHPVB
WHP
N P GASMAI 50 I
WHP
VC
5 97
5 52
CB
CB
3) SV(
SV
SMH
R WE E 5S 2 5
WHP
123+00
1 4 0 E 9 HN0
HYD V
SV
SV
122+70
122+55
300 W/M
V GASVL SV SV
WHP
SV 122+40
WHP
V GASVL
122+25
122+10
121+95
CB
121+80
VC
V GASVL SV
SV
WHP
V GASVL SV SV HYD SV V
VC
122+85
SV
WHP
V GASVL
V GASVL
VC
3 1 5 1 5 1 5 1
9 1 5 1
> PROPOSED WB TRACK
WHP CB
5
CS
V GASVL
WHP WHP
9 0 5 1
5 0 5 1
SC
1 0 5 1
7 9 4 1
N
975 SEW ER
3 7 4 1
5 0 5 1
N P GASM AI 30 I
9 6 4 1 1 7 4 1
3 0 5 1
9 9 4 1
1 9 4 1
HALRT-RD-NC037.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
124+20
7 7 4 1
W 10+317.746
W 10+300
5 8 4 1
SHEET No.
C11-12-10
9
TS
ST
CS
9 7 4 1
525 SEW ER
W 10+200
W 10+134.099
W 10+121.099
W 10+109.149 SC
TS
ST
5 6 4 1
3 6 4 1
1 6 4 1
9 5 4 1
7 5 4 1
MATCHLI NE STA E10+080
W 10+100
W 10+096.149
W 10+080.644
2 1
DWG. No.
TS
1 2
CONTRACT No.
2 1
124+05
3 1
FILE No.
N P GASMAI 50 I
6 1
EET STREET PE COR CO PE ST
1 1
4 1
HN09E061
MAIN STREET E
8 1
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
PLAN AND PROFILE STA E10+080 TO STA E10+360
W 10+609.395
1200 SEWER
CB
WHP
R WE E 0S 0 2 1
WHP
CB
WHP
WHP
R 675 SEW E
CB
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
MAIN ST E
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
KI NGS T
QUEENSTON ROAD
B
W /M
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
30
EXISTING GROUND LINE (PROFILE)
BERRY
EAST BOUND TRACK USED AS REFERENCE LINE
HY DRO
3
VE HA SYT FOR
MH S
UE A EN YVE UE NV BERRA 0
TS
E10+605.866
0 4 5 1
SC
4 5 5 1
E10+600
E10+591.866
> PROPOSED EB TRACK
CA NNONS TW
WHP C
VC
1 50mm HYDRO
KI NG ST E
LWORTH AVENUE KENI
MH S
VC
N
BA RT ONS TW
TW NS I MA
OTTAWASTREET
0 8 0 E 9 HN0
SHERMAN AVENUE
127+20
127+05
126+75
126+90
126+4 5
126+15
126+00
126+60
R WE E 0S 0 3
E10+500
ET
300 W/M
4 9 0 E 9 HN0
GASVL V
N AI P G ASM 30 I
HN09E066
1
CB
WHP
WHP VB
30 IP GASMAIN
VC
STRE R STREET R W EI W EI
E10+400
2 3 5 1
WHP
S MH
ER 450 SEW
CB
0 3 5 1
ST
8 1 5 1
6 2 5 1
N AI P G ASM 30 I
E10+371.419
100 IP GASMAIN
WHP
MH S
CB
WHP
VC
VB
CB
CB
E R
CHP
CHP
450 SEWER
CB
CB
/M 150 W
S E W
CB
9 SMH HN0 E 0 7 9
675 SEWER
45 0
2 2 5 1
VC
S MH
MH S
WHP
50 IP GASMAIN
126+30
CHP 125+85
300 W/M
CB
125+70
CB
125+55
7 6 0 E 9 HN0
125+40
VB
WHPCB
125+25
HYD
125+10
124+95
124+80
124+65
CB
CB
HYD VB
VC
ER ST MA Y Mc T SI VER I UN
GAGEAVENUE
> PROPOSED WB TRACK GASVL V
50 IP GASMAIN
LELAND STREET
3 9 5 1
MA TC HLI NE ST A E 10+ 64 0
WHP
3 8 5 1
GASVL V VC
HALRT-RD-NC038.dgn
N
SC
5 7 5 1
W 10+600
W 10+595.395
7 5 5 1
TS
3 5 5 1
/M 150 W
/M 150 W
W 10+500
W EI
STREET R 7 3 5 1
3 4 5 1
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
WHP
R WE E 5S 7 6
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
2
NOTES:
EASTBOUND
WESTBOUND
105 > BERRY AVENUE
> FAIRFIELD AVENUE
El ev 93.51
El ev 93.40
PVT E10+556.90
100
PVIE10+541.90
PVC
El ev 93.36
E10+526.90
> WEIR STREET
El ev 93.09
PVT E10+418.17
El ev 93.03
PVIE10+393.17
El ev 93.10
E10+368.17 PVC
95
> WEIR STREET
> TRAGINA AVENUE N
105
100
PROPOSED TOP OF RAIL
95 % 71 0. S=
25% 0. S=
EXISTING GROUND
90
90 L = 30.00 m K = 64.77
L = 50.00 m
No. 0
REVISIONS EA Amendment
93.086
93.065
93.110
93.172
93.234
93.296
93.358
93.461
93.635
93.813
93.991
92.917
92.895
92.966
93.028
93.128
93.237
93.299
93.374
93.453
93.777
94.121
E10+375
E10+400
E10+425
E10+450
E10+475
E10+500
E10+525
E10+550
E10+575
E10+600
E10+625
12:21:30 PM
K = 92.28
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC038.dgn
R W EI
5 2 5 1
1 2 5 1 3 2 5 1
3 3 5 1
9 2 5 1
7 2 5 1
DWG. No.
1 1
W 10+400 /M 150 W
NUE N NA AV E TRAG I
N AI P G ASM 100 I
) LV (3 G ASV
E10+360 NE STA MATCHLI 124+50
ST
W 10+372.562
1 1
CONTRACT No.
0 1
ENUE ELD AV RFI FAI
0 1
ELD RFI FAI
STREET
2 1
FILE No.
MAIN STREET E
INITIAL
DATE
LH
16/10/31
REFERENCE MATERIAL: Survey Plan:
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E10+360 TO STA E10+640
E N R A E H T A R T S
NE LI H TC MA
W
HP
50 W/M 1
CB
UL S
B V
> PROPOSED EB TRACK
E10+867.181
E N A M R / H W C O 0 C 15
TS
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
NASH ROAD
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
GROYSTON ROAD CRAI
OTTAWASTREET
MAIN ST E
QUEENSTON ROAD
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE) EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
10
11 7
0 5
IP
DUNDURN STREET
BOND STREET LONGWOOD ROAD GAGEAVENUE
LELAND STREET
VE HA SYT FOR
KI NG ST E
LEGEND
SC
C
O
C
O N
S N A R T
M S A
G
4 1 0 E 0 HO1 N R E H T R
E10+800
0 15
L L E B
W
E N A R H
V A
E IN L E IP P
E
M S
M /
H M S
MH S
D A O R E10+853. 181
ULS
KI NGS T
TW NS I MA
D A
S UL
UL S
O R
CB
UL S
H
D Y H B B V V
WHP
IN A
CS
ST E10+699.384 E10+700
E10+685.384
C
SM H
B
ULS
UL S
CA NNONS TW
P WH
WHP
S UL
SHERMAN AVENUE
129+75
CB
CB
CB
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
LWORTH AVENUE KENI
QUE E NS T ON E B
TA E S N I CHL T A M
8 W 10+870.96 SC 129+60
129+45
129+30
129+15
128+70
128+55
CB CB
890 + 0 E1
W 10+856.968
C
B
HP
CB
128+4 0
128+25
128+10
WHP S UL
WHP
WHP
P H
TS
W 10+800
CB
U L S
E 09 HO
ST
W
ULS
WHP
QUE E NS T ON W B
CB
30
LL E B
16 00
E V A
NOT FOR CONSTRUCTI ON NOTES:
WESTBOUND
EASTBOUND
105
100
El ev 94.43
PVT E10+688.33
El ev 94.33
PVIE10+673.33
El ev 94.23
E10+658.33 PVC
95
> COCHRANE ROAD
> STRATHEARNE AVENUE
> BELL AVENUE
105
100
EXISTING GROUND
QUEENSTON STOP
64% 0. S=
95
% 71 0. S=
PROPOSED TOP OF RAIL
L = 30.00 m
90
No. 0
REVISIONS EA Amendment
90
94.169
94.343
94.504
94.663
94.822
94.980
95.139
95.298
95.457
95.616
94.195
94.467
94.517
94.744
94.800
95.029
95.173
95.290
95.401
95.696
E10+650
E10+675
E10+700
E10+725
E10+750
E10+775
E10+800
E10+825
E10+850
E10+875
K = 393.46
12:21:58 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC039.dgn
N
H SM010
M 09 H
W 10+700 W 10+702.914
CB C B
0 75
127+50
ER
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
W
W
> PROPOSED WB TRACK
129+00
7 12
A ST
W SE
1 2 0 0S E WE R
128+85
00 12
81 E0 09 N H
ER
SHEET No.
C11-12-10
DWG. No. HALRT-RD-NC039.dgn
HP
5 3 +
N I A M
0 30
W SE
P H
127+65
T S
W
H O 1 0 E 07 7
0 64 + E10
P H
8 00 E MH 9 0 S O H
0 0 3
W E S
CONTRACT No.
R E
R E 95 127+ W E S
E W
W
M /
CS
V L
P H
127+80
G
V S A
0 5
) (3
W
00 12
C
CB
16 05
P I
H SM
W 10+688.914
16 13
16 09 7
N I A M S A G
H STRATHEARN O E 09 E AVENUE S 0
B C
16 17
D Y H B V
M
FILE No.
QUEENSTON ROAD
CB
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E10+640 TO STA E10+890
4 4
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
ULS
CB
CB
CB
150 W /M
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
NASH ROAD
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
GROYSTON ROAD CRAI
MAIN ST E
OTTAWASTREET
LELAND STREET
KI NGS T
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE) EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E11+100
6 2 1
QUEEN STREET
BOND STREET LONGWOOD ROAD GAGEAVENUE
KI NG ST E
4-50mm HYDRO
50 I P GASMAI N
300 W /M
N P GASMAI 50 I
E11+000
ST
8 0 1
S UL
SHERMAN AVENUE
132+45
132+00
131+85
131+70
131+55
131+40
CB
CB
50 I P GASMAI N
1 50 W/M
> PROPOSED EB TRACK
0 0 1
R WE E 5S 7 6
MH S
WHP
VC
WHP
E10+951.199
0+937.199 W /M 150 E1
CS
1200 W /M
2 3 0 E 0 HO1
VC
CB
CB
E1 0+ 90 0
1 2 0 0S E WE R CB
CB
UL S
2 1 1
S MH
R WE E 0S 0 2 1
MH S
CA NNONS TW
TW NS I MA
1050 SEW ER
4 2 0 E 0 HO1
E R CB
8 7
VC
300 W/M
VC
S E W
VC
1 200 W/M
HO1 0 E 0 2 3
VC
525 SEW ER
U LS
131+25
VC VC
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
LWORTH AVENUE KENI
300 W/M
131+10
1 200 W/M
VB
01 8
130+80
130+65
130+50
130+35
130+2 0
VC
130+95
VB
SM HO H 10E
CHP
CHP VB
CB
132+30
CB
MATCHLI NE STA E11+150
VC
HYD
WHP
WHP
VE HA SYT FOR
9 2 1
5 4 1
DUNDURN STREET
N W 11+100
W ALTER AVENUE W ALTER AVENUE
SMH HO10E033 150 W /M375 SEW ER
N P GASMAI 50 I
ROAD GROYSTON CRAI
GROY STON ROAD CRAI CB
VC 375 SEW ER SMH HO10E025 150 W /M
W HP
N P GASMAI 50 I
VC
WHP
1 2 1 5 2 1
1 1 1
SHEET No.
C11-12-10
DWG. No. HALRT-RD-NC040.dgn
7 1 1
5 1 1
9 0 1
CONTRACT No.
4 4
132+15
13 0+ 05
W 11+000
W 10+951.931 ST
CS
1200 SEW ER
CB
12 9+ 90
W 10+937.93 1
ROAD ROSEW OOD
10 +9 00 W
E1 0+ 89 0 ST A
5 9
> PROPOSED WB TRACK
P WH
0 3 1
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON 1 2 1
N P GASMAI 30 I
6 1 1
WESTBOUND
NOTES:
EASTBOUND
105 > WALTER AVENUE El ev 96.46
PVT E11+083.80
El ev 96.44
PVIE11+073.80
El ev 96.36
E11+063.80 PVC
El ev 96.05
PVT E11+021.75
> CRAIGROYSTON ROAD
El ev 95.94
PVIE11+006.75
PVC
PROPOSED TOP OF RAIL
El ev 95.93
E10+991.75
El ev 95.89
PVT E10+932.51
El ev 95.89
PVIE10+917.51
PVC
E10+902.51
El ev 95.79
> ROSEWOOD ROAD
105
100
100
22% 0. S=
74% 0. S=
S=0.06%
95
95
EXISTING GROUND
L = 20.00 m K = 38.56
L = 30.00 m
L = 30.00 m
K = 43.91
K = 52.18
90
No. 0
REVISIONS EA Amendment
95.774
95.885
95.905
95.920
95.943
96.075
96.261
96.430
96.497
96.553
96.609
95.913
95.933
95.814
95.922
95.789
95.994
96.113
96.363
96.422
96.477
96.409
EXISTING GROUND ELEVATION
E10+925
E10+950
E10+975
E11+000
E11+025
E11+050
E11+075
E11+100
E11+125
E11+150
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E10+900
90
12:22:25 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC040.dgn
5 4
12 00
7 1 1
FILE No.
QUEENSTON ROAD
4 4
P WH CB
MA TC HL I NE
150 W /M ROSEW OO D ROAD
1 4
DESIGN C CHAINAGE L
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
PROPOSED TOP OF RAIL PROFILE
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E10+890 TO STA E11+150
SMH HO10B056
0 1 CT TERM OLI
WESTBOUND
5
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
GROYSTON ROAD CRAI
NASH ROAD
DUNDURN STREET
LWORTH AVENUE KENI
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
> TREMOLI COURT
> ISABEL AVENUE
> MODENA COURT
> JEFFERSON AVENUE
El ev 98.51
El ev 98.45
PVT E11+415.77
PVC
PVIE11+405.77
El ev 98.32
E11+395.77
El ev 97.15
PVT E11+301.22
El ev 96.90
PVIE11+281.22
El ev 96.86
E11+261.22 PVC
PROPOSED TOP OF RAIL
100 62% 0. S=
24% . 1 S=
95
EXISTING GROUND L = 20.00 m K = 32.59
L = 40.00 m
96.609
96.665
96.721
96.778
96.834
96.914
97.137
97.446
97.755
98.064
98.371
98.565
96.409
96.554
96.591
96.626
96.710
96.817
97.000
97.261
97.638
97.956
98.236
98.416
E11+150
E11+175
E11+200
E11+225
E11+250
E11+275
E11+300
E11+325
E11+350
E11+375
E11+400
E11+425
K = 39.49
PM
BOND STREET LONGWOOD ROAD
PROPOSED TOP OF RAIL (PROFILE)
9
95
12:22:54
VE HA SYT FOR
LELAND STREET
E11+420.720
EXISTING PROPERTY LINE
22% 0. S=
User:wuj6 17/05/2017
QUEENSTON ROAD
105
100
0
MAIN ST E
110
105
REVISIONS EA Amendment
KI NGS T
LRT TRACK CENTRELINE
110
No.
CA NNONS TW
LEGEND
ST
E11+400
E11+392.720 CS
CA BL E
HY DR O
TS
PIE11+282.975
HYDRO
CABLE
450 SEW ER
N P GASMAI 30 I
150 W /M
HYDRO
6
5
9
0 1
> PROPOSED EB TRACK
1
TERM OLICT
250 SEW ER
2
8-50m m
E11+200
CABLE HYDRO
6
HYDRO
HYDRO
1
150 W /M
250 SEW ER
N P GASM AI 30 I
2-100m m
2
375 SEW ER
HYDRO
50mm 4-
WHP
WHP
MH S
N P GASMAI 50 I 50mm 4-
HYDRO
V GASVL
N P GASMAI 50 I
S UL
S UL
V
VB
WHP
CB
CB
E11+374 .481
CB
CB
8 5 0 B 0 SMH HO1
WHP
CB
SC
SMH
R WE E 5S 7 6
SMH
R WE E 0S 0 6
SMH
R WE E 0S 0 6
MH S
R WE E 5S 7 6
E11+34 6.481
MH S
6 5 0 E 0 HO1
E11+300
7 3 0 E 0 HO1
R WE E 5S 2 5
R WE E 5S 2 5
KI NG ST E
OTTAWASTREET
300 W/M
MH S
0 5 0 E 0 HO1
135+15
200 W/M 1
135+00
134+55
134+25
134+10
133+95
133+80
133+65
133+50
VC
134+70
CB
134+85
CHP
CB
CB
134+40
CHP CB
CHP
CHP
CHP
CHP
N
BA RT ONS TW
TW NS I MA
GAGEAVENUE
CHP
5 5 0 E 0 HO1
HO10E051
W 11+421.561 ST
W 11+393.561 CS
W 11+400
W 11+375.167
> PROPOSED WB TRACK
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
CB
HYD VB
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
N
MATCHLI NE STA E11+430
1 8 1
SC
W 11+34 7.167 TS
W 11+304.765 ST
W 11+300
W 11+288.765 CS
W 11+278.606 SC
W 11+262.606 TS
SABEL AV ENUE I
375 SEW ER
VC 133+35
132+75
132+90
133+05
CHP
SMH
CHP CB
CHP 133+20
HO10E038
SM H
VC
150 W /M 300 SEW ER
9 6 1
HO10E052
0 5
1 5
CONTRACT No.
DWG. No. HALRT-RD-NC041.dgn
9 4 0 E 0 HO1
50mm 4-
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC041.dgn
150 W /M
W 11+200
SABEL AVENUE I
AVENUE
RSON
JEFFE UE JEFFERSO N AV EN
5 6 1
132+60
132+45
NE STA E11+150 MATCHLI
B C
FILE No.
QUEENSTON ROAD
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E11+150 TO STA E11+430
0 6 2
N P GASM AI 50 I
SANFORD AVENUE
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
JAMESSTREETS
BAYSTREET
QUEEN STREET
WENTWORTH STREET
DUNDURN STREET
BOND STREET LONGWOOD ROAD
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
OTTAWASTREET
MAIN ST E
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE
PROPOSED TOP OF RAIL (PROFILE)
E11+700
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
9 5
4 1 3
3 7
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
> ADAIR AVENUE
% 21 0. S=
El ev 98.87
PVT E11+659.82
El ev 98.88
PVIE11+654.82
PVC
PROPOSED TOP OF RAIL
El ev 98.91
E11+649.82
El ev 99.19
PVT E11+595.56
El ev 99.25
El ev 99.23
PVIE11+584.56
PARKDALE STOP EB
PVC
E11+573.56
El ev 99.12
PVT E11+521.29
El ev 99.10
105
PVIE11+510.29
El ev 99.03
E11+499.29 PVC
PARKDALE STOP WB
> GLASSCO AVENUE
> PARKDALE AVENUE
110
100
100
S= 0. 53%
S= 0. 21 %
62% 0. S=
EXISTING GROUND
95
L = 10.00 m
K = 30.07
98.721
98.877
99.033
99.128
99.179
99.230
99.169
99.037
98.906
98.838
98.786
PROPOSED TOP OF RAIL PROFILE
98.568
98.738
99.127
99.033
99.159
99.219
99.096
99.049
98.888
98.851
98.706
EXISTING GROUND ELEVATION
E11+475
E11+500
E11+525
E11+550
E11+575
E11+600
E11+625
E11+650
E11+675
E11+700
K = 31.64
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E11+450
12:23:21 PM
REVISIONS
95
L = 22.00 m
L = 22.00 m K = 52.61
0
GAGEAVENUE
SHERMAN AVENUE
138+00
137+85
137+70
4 7
KI NG ST E
EASTBOUND
105
EA Amendment
KI NGS T
EXISTING PROPERTY LINE
110
No.
VE HA SYT FOR
LELAND STREET
MATCHLI NE STA E11+710
ST
CB
W 11+700
W 11+689.016
R ADAI
W 11+671.016
R AVENUE ADAI
CS
SC
CHP WHP
E11+688.117
2 0 3
CHP
ST
E11+658.653
E11+640.653
0 9 2
TS
E11+600
300 W /M
450 SEW ER
900 SEW ER
E11+500
> PROPOSED EB TRACK
0 8 2
4 2 0 B 0 1 HP MH S
150 W /M
CHP
CB
8 8 2
VC
VC
WHP
HP10E025
GASVL V
VC
750 SEW ER
CHP
E11+670.117
WHP
CB
CA NNONS TW
TW NS I MA
3 0 0S E WE R
MH S
CB
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
50 I P GASMAI N
HP10E026
HP 1 0 E 0 1 4
WHP
CHP
CS SMH
137+55
7 9 B0 0 1 HP
3 7 5S E WE R
7 0 3
CHP
0 0 9 R WE E S
MH S
5 0 3
VC
W ER 750 SE
137+25
137+10
136+95
9 0 0S E WE R
HP10E022
CB
SC
1500 SEW ER
W 11+659.493
W 11+641.493 TS
150 W /M
136+80
1 200 W/M
SMH
P AR KDAL ES T OPE B
CB
0 90
H M S
HP 1 0 B 0 9 6 SMH
3 0 0S E WE R
CB
N P GASMAI 50 I
CB
H P 10 B 09 4
WHP
WHP
W E S
R E
HYD
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
3 1 3
CHP
SHEET No.
C11-12-10
DWG. No. HALRT-RD-NC042.dgn
N
SM H B023 HP10
S MHHP 1 0 E 0 1 3
S MH
R WE E 5S 2 5
MH S
50 I P GASMAI NVB
CHP 300 W/M
SMH
HP 1 0 B 0 0 7
VC
9 0 0S E WE R
3 7 5S E WE R
CHP VB
136+65
VC
136+50
VC
136+35
136+20
136+05
VC
S MHHP 1 0 B 0 9 5
8 4 0 E 0 HO1
GASVL V
CHP CB
VB
3 0 3
137+40
3 0 0S E WE R
W 11+600
AVE
CHP
50 I P GASMAI N
3 9 2
9 8 2
VC
GASVL V
CB
GLASSC O
375 SEW ER
S MH
HP10E015
VC
7 8 2
> PROPOSED WB TRACK
SMH
H P 10 E 01 2
SMH
S UL
135+90
135+75
P AR KDAL ES T OPW B
AVENUE
GLASSCO NUE
AV ENUE
PARKDALE AVENUE
W 11+500
PARKDALE
5 6 2
CHP 135+60
135+45
VC
1 8 2
5 7 2
1 6 2
HP10E009
375 SEW ER HYD CHP VB
135+30
MATCHLI NE STA E11+430
CHP
1 7 2
CONTRACT No.
1 5
WESTBOUND
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC042.dgn
CB
FILE No.
QUEENSTON ROAD
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
DESIGN C CHAINAGE L
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E11+430 TO STA E11+710
N P GASMAI 50 I 50 I P GASMAI N
0 3 3
ENUE AV UE D AVEN D I REI RE
UP
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
LWORTH AVENUE KENI
MAIN ST E
OTTAWASTREET
GAGEAVENUE
KI NG ST E
GROYSTON ROAD CRAI
TW NS I MA
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
SHERMAN AVENUE
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
QUEENSTON ROAD
2
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
6 SC
TS
ST
CS
5 8
LEGEND
E11+985.379
E11+973.379
3 8
E11+945.686
E11+930.686
CB
E11+917.418
HYD
150 W /M
SC
8 8
450 SEW ER
0 6 3
ST
CS
8 4 3
E11+900 TS E11+902.418
6 4 3
0 5 3
LELAND STREET
W 11+986.365
W 11+974 .365 TS 140+70
140+55
140+25
140+10
S UL
VC
SC
CS
DCB 450 SEW ER
W 11+946.367
W 11+931.367
200 W /M
W 11+918.488 SC
VC
DCB
ST
CB
WHP
E11+862.581
E11+84 7.581
VC
E11+83 6. SEW ER 0 431 60
0 4 3
TS
6 3 3
SC
4 3 3
N P GASMAI 50 I
E11+821.431
0 3 3
900 W/M
VB
CHP
HALRT-RD-NC043.dgn
5 0 1 B 0 1 HP
VC
CHP
NE STA E11+980 MATCHLI
GASVL V
> PROPOSED EB T RACK
6 2 3
S MH HP 1 0 B 0 6 4
WHP CHP
300 W/M
SMH
CB
WHP
UP CB
SE 45 W 0 ER
139+80
139+95
139+50
139+65
HP 1 0 E 0 6 3
5 8 3
S UL
140+4 0
375 SEW ER
139+35
5 2 5S E WE R
CB
VC 300 SEW ER
2 2 3
900 W/M
50 I P GASMAI N
150 W /M
0 2 3
CHP
VC
1 5 0 0S E WE R
S MH HP 1 0 E 0 5 2
CB
WHP
CB
SHEET No.
C11-12-10
N
CHP
HP CB C
CONTRACT No. DWG. No.
CHP
VB
S MH
WHP
E11+800
50 I P GASMAI N
N P GASMAI 50 I
S MH
1 5 0 0S E WE R
FILE No.
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
SMH
SE 60 W 0 ER
HP 1 0 E 0 4 3
CB
TS
ST
5 5 3
S MHHP 1 0 B 0 5 1
WHP
W 11+900 W 11+903.4 88
W 11+863.512
W 11+848.512
CB
1 5 3
VC
CB
139+20
300 W/M
1 5 0 0S E WE R
2 6
5 4 3
CS
SC
TS 139+05
138+90
138+75
HP 1 0 B 0 4 7 S MH
CHP
CB
8 5
WHP
3 0 0S E WE R
VB
VC
AVENUE
W3 1 1 +83 AND L 298 7 5 SEBE W7. ER
W 11+822.298
W 11+800 S MH CHP
VC
W /MND 150 BELA
N P GASMAI 50 I
DELENA
150 W /M
VC
1 5 0 0S E WE R
4 1 3
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON 7 8
5 7
6 7
0 8
0 1
NOTES:
EASTBOUND
WESTBOUND
110
El ev 96.53
El ev 96.67
PVIE11+968.92
PVC
E11+956.42
El ev 97.13
> REID AVENUE
El ev 97.22
PVIE11+907.98
El ev 97.36
PVT E11+915.98
S= 1 . 76%
E11+899.98
PROPOSED TOP OF RAIL
PVC
S= 0. 21 %
El ev 98.15
> BELAND AVENUE
El ev 98.50
PVT E11+855.58
PVC
PVIE11+835.58
El ev 98.54
E11+815.58
> DELENA AVENUE
110
100
100
S= 1 . 1 3%
EXISTING GROUND
95
95 L = 40.00 m K = 25.73 L = 16.00 m K = 25.33 L = 25.00 m K = 24.50
90
No. 0
REVISIONS EA Amendment
98.733
98.681
98.628
98.576
98.506
98.241
97.806
97.364
97.031
96.747
96.394
PROPOSED TOP OF RAIL PROFILE
98.656
98.640
98.588
98.511
98.403
98.232
97.745
97.337
97.064
96.761
96.345
EXISTING GROUND ELEVATION
E11+750
E11+775
E11+800
E11+825
E11+850
E11+875
E11+900
E11+925
E11+950
E11+975
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E11+725
90
12:23:48 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC043.dgn
CHP
HP 1 0 E 0 4 6
138+60
VC
> PROPOSED WB T RACK
375 SEW ER
138+4 5
138+30
138+15 1 5 0 0S E WE R
7 2 3
HYD
CHP VC V BVC V B
7 5
1 4 3
VB
CB
4 5 30 I P GASMAI N
SMH HP10E050
3 0 0S E WE R
AVENUE
AVENUE
50 I P GASMAI N
DELENA AVENUE
1200 W /M
1 2 3
375 SEW ER
7 1 3
HP10E044
MATCHLI NE STA E11+710
5 1 3
3 5
SMH
N P GASMAI 50 I
6 5
QUEENSTON ROAD
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
DESIGN C CHAINAGE L
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E11+710 TO STA E11+980
FILE No.
CONTRACT No.
3 0 0S E WE R
6 0 1 B 0 1 HP MH S
N P GASMAI 30 I
R WE E 5S 7 3
CB
UP
> PROPOSED EB TRACK
CB
CB CB
S UL
SC
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
QUEEN STREET
BAYSTREET
JAMESSTREETS
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE) EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E12+2
S UL
E12+200
E12+137.019
E12+109.019 TS
E12+100
E12+081.954
S UL
ST
4 0 4
CB
DCB
UP
CS
2 0 4
E12+067.954
E12+054.323
E12+040.323 TS
2 9 3
900 W/M
CB
SC
E12+013.167 ST
E12+000 CS E12+001.167
N P GASMAI 30 I
SC
E11+985.379
S UL
QUEENSTON ROAD
LEGEND
CS
CB
MAIN ST E
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
WESTBOUND
EASTBOUND
105 > RED HILL VALLEY PARKWAY
S= 1 . 07%
El ev 94.10
100
PVT E12+127.00
95
El ev 94.18
PVIE12+115.00
El ev 94.31
PVC
E12+103.00
El ev 94.74
PVT E12+062.02
S= 2. 1 5%
El ev 94.96
PVIE12+042.02
PVC
S= 2. 1 5%
El ev 95.39
E12+022.02
PVT E11+981.42
El ev 96.26
105
100
PROPOSED TOP OF RAIL
95 S= 0. 67%
QUEENSTON ROAD BRI DGE
L = 40.00 m K = 36.91
90
CLEAR
CLEAR
EXISTING GROUND
95.864
95.327
94.893
94.606
94.339
94.111
93.943
93.775
93.607
93.439
93.271
95.723
95.234
94.903
94.618
94.344
94.069
94.092
93.898
93.676
93.472
93.312
E12+025
E12+050
E12+075
E12+100
E12+125
E12+150
E12+175
E12+200
E12+225
E12+250
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
RHVP NBL
RHVP SBL
0
REVISIONS EA Amendment
E12+000
PM 12:24:14 No.
90
MI N.4.8m
MI N.4.8m
L = 24.00 m K = 60.43
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC044.dgn
CB
S UL
VE HA SYT FOR
143+55
143+40
143+25
143+10
142+95
142+80
H 07 SM B1 10 P H
142+65
ER W SE
142+50
5 7 3
142+35
142+20
141+90
141+75
141+60
141+45
R WE E 0S 0 5 1
> PROPOSED WB TRACK
142+05
5 0 1 B 0 1 HP MH S
141+30
141+15
141+00
140+85
DCB 3 8 B0 0 1 HP MH S
KI NGS T
PARKDALE AVENUE
CB CB
CA NNONS TW
GROYSTON ROAD CRAI
S UL
CB
KI NG ST E
LWORTH AVENUE KENI
CHP
S UL
OTTAWASTREET
HP 1 0 B 1 0 8 S MH
N
BA RT ONS TW
TW NS I MA
GAGEAVENUE
CB
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
UP
CB
LELAND STREET
.64 1 W 12+264
W 12+200
W 12+137.944
N
SC
TS
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
E12+260CS A T S E N I MATCHL 64 .231
DI
LL VALLEYPARKW AY RED HI
W 12+109.94 4
W 12+100
W 12+082.738 ST
CS
S UL
UP
DWG. No. HALRT-RD-NC044.dgn
165 0S EW ER
WHP
S UL
W 12+068.738
W 12+055.393 SC
W 12+041.393
W 12+013.930 ST
TS
W 12+000 W 12+001.930 CS
SC
MATCHLI NE STA E11+980
W 11+986.365
QUEENSTON ROAD
SHEET No.
C11-12-10
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E11+980 TO STA E12+260
QUEENSTON ROAD
FILE No.
CONTRACT No.
SHEET No.
C11-12-10
ROR AT DH
DWG. No. HALRT-RD-NC045.dgn
CB
S UL
3 6 0 B 0 SMH HQ1
4 5 0S E WE R
CHP
UP WHP
CB
VC
CB
1 00 I P GASMAI N
VB VC
A D
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
MAIN ST E
LWORTH AVENUE KENI
GAGEAVENUE
KI NG ST E
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
TW NS I MA
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
SHERMAN AVENUE
KI NGS T
QUEENSTON ROAD
LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE) EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
CS
E12+500
S O
3 0
U T H
ER SE W 30 0
W /M
A I N A S M G
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON
4 8 4
P O
10 0
I P
0 1
D
T T R 150 U F F R O
SC
E12+4 00
I P
G
A S M
A I N
S UL
E12+361.115
E12+34 3.115 TS
E12+300
E12+292.231 ST
CS
E12+264.231
UP S UL
S UL
UP
CA NNONS TW
LEGEND
E12+552.778
DCB
S UL
ULS
VB
VC
N
BA RT ONS TW
S MHHQ1 0 B 0 6 5
UP
CB
W 12+553.606
ER
ER
HQ1 0 A 0 6 4 S MH
ER ST MA Y Mc T SI VER I UN
OTTAWASTREET
3 0 0S E WE R
2 5 0S E WE R CB
146+40
146+25
SMH HQ10A061
2 6 0 A 0 SMH HQ1
CB
MATCHLI NE STA E12+5 CS 50
WHP
146+10
/M
145+95
W 0 5 1
145+65
145+35
145+20
144+75
144+60
144+45
VC
HYD
HQ10B060 SMH
W SE
144+30
WHP
0 25
144+15
1050 SEWER
CHP
CB
W SE
144+00
VC VC
UP
0 45
144+90
1 3 5 0S E WE R
145+05
S MH
UP
300 W/M
145+50
CB 5 5 0 B 0 HQ1 MH S
DCB
143+85
W 12+500
A D R O
F
TP TO RT TR U FU FF
CB
145+80
TS
VC
2 5 0 B 0 HQ1 MH S
14 3+70
0 2
P O
W 12+361.524
W 12+400
UP
UP
WHP
14 3+55
N
SC
W 12+34 3.524
W 12+300
W 12+264.641 CS
UP
UP
S UL
CB
0 2
WHP
> PROPOSED WB TRACK UP
UP
S UL
W
M /
0 15
R WE SE 250
ST
ER
NE STA E12+260 MATCHLI
W SE
NOTES:
WESTBOUND
EASTBOUND
105
PROPOSED TOP OF RAIL
El ev 96.21
PVIE12+544.05
El ev 95.82
E12+514.05 PVC
El ev 93.15
PVT E12+311.60
El ev 92.96
PVIE12+296.60
El ev 93.06
E12+281.60 PVC
95
> POTTRUFF ROAD NORTH
> POTTRUFF ROAD SOUTH
105
100
100
95
32% . 1 S=
S= 0. 67%
EXISTING GROUND L = 60.00 m K = 31.87
90
90 L = 30.00 m
No. 0
REVISIONS EA Amendment
93.102
93.047
93.331
93.660
93.989
94.318
94.647
94.976
95.306
95.635
95.945
PROPOSED TOP OF RAIL PROFILE
93.103
93.173
93.362
93.573
93.881
94.234
94.554
94.881
95.253
95.521
95.767
EXISTING GROUND ELEVATION
E12+300
E12+325
E12+350
E12+375
E12+400
E12+425
E12+450
E12+475
E12+500
E12+525
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E12+275
12:24:41 PM
K = 15.08
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC045.dgn
50 13
W 12+292.64 1
N O
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
DESIGN C CHAINAGE L
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E12+260 TO STA E12+550
QUEENSTON ROAD
FILE No.
3 4 5
SMH SMH
CONTRACT No.
3 0 0S E WE R
VB
SMH HQ10A083
MHHQ10B079 S CHP
CHP
DCB
CHP
CHP
100 IP GASMAIN
BMH 900 W/M
WHP
CHP
BELL PED
> PROPOSED EB TRACK
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
KI NGS T
NASH ROAD
DUNDURN STREET
CA NNONS TW
GROYSTON ROAD CRAI
VE HA SYT FOR
BOND STREET LONGWOOD ROAD
MAIN ST E
LWORTH AVENUE KENI
250 SEWER
KI NG ST E
OTTAWASTREET
HQ10B082 SMH
525 SEWER
N
BA RT ONS TW
TW NS I MA
GAGEAVENUE
149+25
WHP
149+10
148+95
WHP
148+80
WHP
8 7 0 A 0 MHHQ1 S
CHP
900 SEW ER
P WH
HQ10B080 S MH
DCB
148+65
148+05
147+90
7 SMH 7 0 A 0 HQ1
3 0 0S E WE R
CB
W OOD MAN V E VE W OOD MANDRI DRI
E12+600
ST
WHP
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE) EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
E12+800
CHP
W HP
E12+570.778
E12+552.778
CB
BELL PED
6 7 0 B 0 HQ1 SMH
VC
E12+700
CHP
HYD
S MH HQ10A081
4 7 0 A 0 HQ1 SMH
CB
S MH
250 SEWER
SMH HQ10B075
HQ10B069
100 IP GASMAIN
CS
R E
CHP
3 0 0S E WE R
VC
300 W/M
WHP
0 30 ER W SE
CB
CHP
147+75
3 7 0 A 0 HQ1
W E S
300 SEWER
CB
SMH
300 SEW ER
CB
8 6 0 A 0 HQ1 SMH
250 SEWER
CHP
HYD
ER ST MA Y Mc T SI VER I UN
200 W /M
1 0 5 0S E WE R
2 7 0 B 0 HQ1 SMH
147+60
147+45
300 SEWER
WHP
G
147+30
CB
VC
WHP
50 IP GASMAIN
147+15
146+85
146+70
146+55
7 6 0 A 0 SMHHQ1
HYD
147+00
WHP
WHP
30 IP GASMAIN
50 IP GASMAIN
148+50
WHP
BELL PED
VB
148+35
VB
CB
VB
50 IP GASMAIN
VB
VB
148+20
VB
LELAND STREET
W HP
7 3 5
1 6 5
SHERMAN AVENUE
5 3 5
3 5 5
MATCHLI NE STA E12+830
1 3 5
150 W /M
3 2 5
W 12+800
9 1 5
W 12+700
7 1 5
N P GASMAI 50 I
W 12+600
W 12+571.606
3 1 5
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
N
> PROPOSED WB TRACK
5 6 0 B 0 HQ1
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
VC
NOT FOR CONSTRUCTI ON
8 5 5
NOTES:
WESTBOUND
EASTBOUND
105
PVC
PROPOSED TOP OF RAIL
El ev 95.50
E12+817.14
100
El ev 95.61
PVT E12+663.76
El ev 95.62
PVIE12+648.76
El ev 95.71
E12+633.76 PVC
PVT E12+574.05
El ev 96.04
> WOODMAN DRIVE
105
100
S= 0. 57%
S= 0. 07%
95
95
EXISTING GROUND
L = 60.00 m L = 30.00 m
K = 31.87
L = 30.00 m
K = 60.62
K = 61.51
90
No. 0
REVISIONS EA Amendment
96.039
95.898
95.756
95.636
95.603
95.585
95.567
95.549
95.531
95.513
95.490
PROPOSED TOP OF RAIL PROFILE
95.933
95.813
95.635
95.531
95.611
95.652
95.525
95.304
95.440
95.533
95.459
EXISTING GROUND ELEVATION
E12+600
E12+625
E12+650
E12+675
E12+700
E12+725
E12+750
E12+775
E12+800
E12+825
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E12+575
90
12:25:11 PM User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC046.dgn
9 0 5
ST
CS
5 0 5
DWG. No. HALRT-RD-NC046.dgn
50 10
NE STA E12+550 MATCHLI
W 12+553.606
BELL PED
SHEET No.
C11-12-10
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
DESIGN C CHAINAGE L
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E12+550 TO STA E12+830
FILE No.
QUEENSTON ROAD
250 SEWER
SMH HQ10A085
3 8 0 A 0 HQ1
CB
CHP(2)
250 SEWER
MH S HQ10A087
CHP
CB
CHP
CB
BMH 900 W/M
BELL PED
> PROPOSED EB TRACK
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CENTENNI ALPARKWAY
NASH ROAD
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
GROYSTON ROAD CRAI
GAGEAVENUE
MAIN ST E
JAMESSTREETS
KI NGS T
CATHARI NESTREET
CA NNONS TW
BAYSTREET
QUEEN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
CHP 100 IP GASMAIN
100 IP GASMAIN
KI NG ST E
LWORTH AVENUE KENI
MH S
N
BA RT ONS TW
TW NS I MA
OTTAWASTREET
HQ10B086
SHERMAN AVENUE
151+05
150+90
WHP
151+35
WHP
150+75
HQ10B084 SMH
600 SEWER
WHP
HYD
CB
WHP
150+45
150+15
CB
150+30
150+00
149+85
WHP
151+20
WHP
HYD 149+70
149+55
149+40
2 8 0 B 0 HQ1
CB
150+60
WHP
WHP WHP
MATCHLI NE STA E13+050
N P GASMAI 50 I 300 W/M
LELAND STREET
W 13+000
W 12+900 50 IP GASMAIN
149+25
MATCHLI NE STA E12+830
BELL 2) PED(
ER ST MA Y Mc T SI VER I UN
DUNDURN STREET
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
N
> PROPOSED WB TRACK
SHEET No.
C11-12-10
DWG. No. HALRT-RD-NC047.dgn
3 2 6
5 6 5
CONTRACT No.
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE)
E12+900
E13+000
EAST BOUND TRACK USED AS REFERENCE LINE
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
WESTBOUND
EASTBOUND
S= 0. 81 %
El ev 94.21
PVT E13+038.59
95
El ev 94.20
PVIE13+028.59
El ev 94.29
PVC
E13+018.59
El ev 94.72
PVT E12+965.45
El ev 94.80
PVIE12+955.45
El ev 94.86
PROPOSED TOP OF RAIL
PVC
PVT E12+847.14
E12+945.45
100 El ev 95.41
100 El ev 95.49
105
PVIE12+832.14
105
S= 0. 56%
95 S=0.04%
EXISTING GROUND
L = 30.00 m K = 61.51 L = 20.00 m K = 78.53
90
90
L = 20.00 m
No. 0
REVISIONS EA Amendment
INITIAL
DATE
LB
17/05/10
95.390
95.250
95.110
94.971
94.829
94.641
94.438
94.243
94.213
95.284
95.083
94.952
94.808
94.697
94.553
94.443
94.230
94.060
E12+850
E12+875
E12+900
E12+925
E12+950
E12+975
E13+000
E13+025
E13+050
12:25:37
PM
K = 23.43
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC047.dgn
EXISTING GROUND LINE (PROFILE)
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E12+830 TO STA E13+050
FILE No.
CONTRACT No.
BELL CONDUIT (9D)
VC
SMH
100 IP GASMAIN
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
MAIN ST E
PARKDALE AVENUE
GAGEAVENUE
KI NG ST E
GROYSTON ROAD CRAI
TW NS I MA
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
SHERMAN AVENUE
N
BA RT ONS TW
LWORTH AVENUE KENI
154+20
154+05
153+90
153+75
V GASVL
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE
VC
PROPOSED TOP OF RAIL (PROFILE)
750 W/M
EXISTING GROUND LINE (PROFILE)
E13+300
EAST BOUND TRACK USED AS REFERENCE LINE
ST
E13+200
VB
6 2 0 B 0 1 HR SMH
> PROPOSED EB TRACK
VB
E13+139.948
CB 1200 W /M
300 W /M
CS
SC
E R
CHP
CHP
VB
VC
E13+127.948 SMH
E13+117.613
E13+105.613
DCB
CB
CB
BMH
VC
TS
37 5 S E W
ULS
E13+100
153+60
750 SEWER
MATCHLI NE STA E13+330
NASH STOP EB
WHP
CB
5 2 0 A 0 1 HR SMH
HR 1 0 B 0 2 4 SMH
R WE E 0S 5 2
SMH 3 2 0 B 0 1 HR
R WE E 0S 5 7
HR 1 0 B 0 2 1
DCB
VC
CB
VB
WHP
DCB
SMH
8 1 0 A 0 1 HR
900 W/M
WHP
WHP 153+30
153+00
152+85
152+70
HYD
2 2 0 A 0 1 HR SMH
250 SEWER
HYD
153+45
WHP
CB
152+55
152+40
152+25
SMH
BEL L CONDUI T ( 8D)& CABL E
W 13+300
W 13+200 WHP
153+15
SMH HR SM 10B H 01 7
0 60
VB
VC
ER W SE
152+10
9 01 0B 1 H R H SM
300 W/M
ER ST MA Y Mc T SI VER I UN
OTTAWASTREET
BELL PED
HR10B020
ST
CS
W 13+140.553
35028. SEW 553 W 11 3+1 ER
1200 W /M
ROAD NAS NA S HH RO AD
300 W /M 375 SEW ER
SC
TS
W 13+100 151+95
151+80
151+65
151+50
BELL CABLE
VC
HYD
NAS HS T OPW B
> PROPOSED WB TRACK
BELL CABLE
VC
R E
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
WESTBOUND
EASTBOUND
105 > NASH ROAD
105
100
95
El ev 94.21
PVT E13+138.41
El ev 94.24
PVIE13+127.41
PVC
E13+116.41
El ev 94.24
100
NASH STOP WB
PROPOSED TOP OF RAIL
NASH STOP EB
95
S=0.04%
S= 0. 31 %
EXISTING GROUND
90
90
L = 22.00 m
No. 0
94.213
94.223
94.233
94.237
94.174
94.097
94.021
93.944
93.867
93.790
93.713
93.636
94.060
94.076
94.196
94.255
94.121
94.009
93.881
93.763
93.685
93.555
93.552
93.683
E13+050
E13+075
E13+100
E13+125
E13+150
E13+175
E13+200
E13+225
E13+250
E13+275
E13+300
E13+325
12:26:03 PM
K = 63.43
User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC048.dgn
DCB
300 W/M
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
MC
W E S
CHP
SV
DWG. No. HALRT-RD-NC048.dgn
N
0 75
MATCHLI NE STA E13+ 050
PHONE
WHP
BELL CONDUI T(2D)
W 13+106.44 1
1 5 6
W 13+118.44 1
100 I P GASMAI N
QUEENSTON ROAD
SHEET No.
C11-12-10
REVISIONS EA Amendment
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E13+050 TO STA E13+330
FILE No.
QUEENSTON ROAD
E R S E W
DCB
UL S
2 9 0 A 0 1 HR
H
157+05
156+90
156+75
WHP
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
NASH ROAD
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
LWORTH AVENUE KENI
OTTAWASTREET
PARKDALE AVENUE
BAYSTREET
QUEEN STREET
BOND STREET LONGWOOD ROAD
200 W/M
EXISTING GROUND LINE (PROFILE) EAST BOUND TRACK USED AS REFERENCE LINE
375 SEW ER
W HP
E13+521.305
1 00 I P GASMAI N
KENO RA DRI VE
DRI VE
ST
6 3 7
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
EASTBOUND
> KENORA DRIVE
> CLAPHAM ROAD
El ev 93.15
El ev 93.16
PVT E13+609.82
20% 0. S=
PVIE13+599.82
PVC
PROPOSED TOP OF RAIL
El ev 93.21
E13+589.82
El ev 93.59
PVT E13+512.84
El ev 93.67
El ev 93.64
PVIE13+497.84
PVC
E13+482.84
El ev 93.47
El ev 93.45
PVT E13+396.66
PVC
PVIE13+386.66
El ev 93.48
E13+376.66
100
S= 0. 31 %
95
S= 0. 50%
EXISTING GROUND
90
90 L = 30.00 m
L = 20.00 m
K = 43.15
K = 39.61
L = 20.00 m
REVISIONS
93.559
93.483
93.473
93.522
93.572
93.621
93.636
93.531
93.407
93.282
93.168
93.658
93.509
93.391
93.477
93.602
93.679
93.646
93.560
93.420
93.287
93.154
E13+350
E13+375
E13+400
E13+425
E13+450
E13+475
E13+500
E13+525
E13+550
E13+575
E13+600
1:19:18 PM
K = 50.28
User:wuj6 18/05/2017
VE HA SYT FOR
LELAND STREET
PROPOSED TOP OF RAIL (PROFILE) WHP
105
95
0
QUEENSTON ROAD
EXISTING PROPERTY LINE
100
EA Amendment
MAIN ST E
CB
105
No.
KI NGS T
LRT TRACK CENTRELINE
4 5 0S E WE R
VC
GASVL V
CA NNONS TW
LEGEND
2 5 0S E WE R
S MH
WHP
CS E13+499.305 E13+500
E13+488.411 SC
TS
2 3 7
4 9 0 A 0 1 HR SMH
KI NG ST E
CB
UL S
GASVL V
E13+466.411
S M
1 2 0 0S E WE R
CB
3 9 0 B 0 1 HR
GASVL V
250 SEW ER
50 I P GASM AI N
WESTBOUND
0 9 0 B 0 1 HR
VB
5 15 B 0 1 R H
CLAPHACL M RO AD M APHA ROAD
W HP
E13+428.363 ST
SC
E13+400 CS E13+400.363
E13+386.683
E13+358.683
WHP
S MH
VB
> PROPOSED EB TRACK
4 2 7
S MH
WHP SMHSMH
VC
GASVL V
TS
CB
45 0
CHP
WHP
E13+600
CHP
CHP
6 0 0S E WE R
UL S 156+60
SMH 1 3 0 B 0 1 HR
MH S
WHP 156+4 5
3 7 5S E WE R
WHP VB CB
156+30
2 5 0S E WE R
156+15
155+40
HR 1 0 A 0 2 9 S MH
50 IP GASMAIN
MH S
1 9 0 B 0 1 HR
HYD
156+00
S MH HR 1 0 B 0 2 8
300 W/M
WHP 155+85
3 7 5S E WE R
VC
WHP
155+25
2 5 0S E WE R
GASVL V
S MH
155+70
WHP
155+55
DCB 155+10
154+95
154+80
154+65
154+50
HR 1 0 A 0 2 7 S MH
HYD
VC
WHP
WHP
N
BA RT ONS TW
TW NS I MA
GAGEAVENUE
VB
WHP
2 5 0S E WE R
VC
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
50 I P GASMAI N
WHP
ULS
ULS
300 W/M
MATCHLI NE STA E13+610
W 13+499.903 W 13+500 CS
W 13+600
W 13+488.877 SC
W 13+521.903
W 13+466.877 TS
1 7 7
50 I P GASMAI N
GASVL V
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC049.dgn
1 7 7
ST
W 13+428.826
W 13+400 W 13+400.826 CS
ST
W 13+387.284 SC
W 13+359.284 TS
5 3 7
DUNDURN STREET
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
> PROPOSED WB TRACK
154+35
MATCHLI NE STA E13+330
1 1 7
SHEET No.
C11-12-10
DWG. No. HALRT-RD-NC049.dgn
N 7 2 7
CONTRACT No.
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
0
Water Plan:
Geodetic Bench Mark Index Borehole Report -
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
1:500
1m
2m
VERTICAL
4m
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
DESIGN C CHAINAGE L EASTBOUND TRACK
HAMILTON LRT 'B' LINE
20m
Sewer Plan:
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E13+330 TO STA E13+610
FILE No.
QUEENSTON ROAD
CONTRACT No.
DWG. No. HALRT-RD-NC050.dgn DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
ULS ULS
ULS
CB
VC
SMH 6 4 1 B 0 1 HR
450 SEWER
SMH HR 1 0 B 1 4 8
375 SEWER
5 0 1 A 7 0 D S SMH
> PROPOSED EB TRACK 200 W/M
200 W/M
ULS
VC
ULS
WHP
50 IP GASMAIN
WHP
BELL
200 W/M
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
JAMESSTREETN
CATHARI NESTREET
CENTENNI ALPARKWAY
D AVENUE REI
PO TT RU FF RO AD
JAMESSTREETS
GROYSTON ROAD CRAI
MAIN ST E
PARKDALE AVENUE
BAYSTREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
KI NGS T
QUEENSTON ROAD
LEGEND LRT TRACK CENTRELINE EXISTING PROPERTY LINE PROPOSED TOP OF RAIL (PROFILE) EXISTING GROUND LINE (PROFILE)
VC
EAST BOUND TRACK USED AS REFERENCE LINE V HYD
PO E
E13+700
GASVL V
E13+755.852
N P GASMAI 00 I 1
SMH
300 SEWER
CB
DCB
WHP
VB
4 0 1 A 7 0 D S S MH
R WE E 0S 0 3
450 SEWER
159+60
159+45
159+15
159+30
S MH S D 0 7 B 1 1 9
159+00
158+85
158+70
HR 1 0 A 1 4 7 SMH
158+55
158+10
157+95
157+80
157+65
157+50
250 SEWER
E AS T GAT ES QUAR ES T OP
158+40
VC
DCB 157+35
WHP
WHP
KI NG ST E
OTTAWASTREET
W HP WHP HYD VB
WHP
157+20
WHP
300 W/M
WHP
5 4 1 A 0 1 HR SMH
WHP
50 IP GASMAIN
CA NNONS TW
TW NS I MA
GAGEAVENUE
ULS
ER ST MA Y Mc T SI VER I UN
SHERMAN AVENUE
ULS
NE SEE DW G No.RD-NC051 MATCHLI
ULS
158+25
300 W/M
250 SEWER
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
WESTBOUND
EASTBOUND
100
100
95
95
PVC
EASTGATE SQUARE STOP
El ev 93.00
105
E13+755.85
105
PROPOSED TOP OF RAIL
S= 0. 1 0%
EXISTING GROUND
90
No. 0
REVISIONS EA Amendment
93.134
93.109
93.084
93.059
93.034
93.009
PROPOSED TOP OF RAIL PROFILE
93.016
92.893
92.913
93.200
93.323
92.972
EXISTING GROUND ELEVATION
E13+650
E13+675
E13+700
E13+725
E13+750
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
E13+625
PM
90
1:20:44 User:wuj6 18/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC050.dgn
W 13+792.395
ULS
PO E
W 13+700
W 13+687.64 5 PT
387 679. W 13+
PT
PC
571 670. W 13+
W 13+662.314 PC
EW NALUNDERREVI ERMI BUST
CB
> PROPOSED WB TRACK
157+05
NE STA E13+610 MATCHLI
CB
N
BA RT ONS TW
NASH ROAD
DUNDURN STREET
N ULS
QUEEN STREET
ULS
LWORTH AVENUE KENI
ULS
HYD VB
SHEET No.
C11-12-10
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME HORIZONTAL
0
Elevation=
HAMILTON LRT 'B' LINE
20m
1:500
Sewer Plan: Water Plan:
EASTBOUND TRACK
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
DESIGN C CHAINAGE L
1m
2m
VERTICAL
4m
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE STA E13+610 TO STA E13+756
FILE No.
WHP
SANFORD AVENUE
WENTWORTH STREET
TI SDALESTREETN
WELLI NGTON STREET
VI CTORI AAVENUE
CATHARI NESTREET
JAMESSTREETN
CENTENNI ALPARKWAY
PO TT RU FF RO AD
D AVENUE REI
PARKDALE AVENUE
MAIN ST E
OTTAWASTREET
GAGEAVENUE
KI NG ST E
GROYSTON ROAD CRAI
TW NS I MA
JAMESSTREETS
KI NGS T
BAYSTREET
QUEEN STREET
CA NNONS TW
NASH ROAD
DUNDURN STREET
BOND STREET LONGWOOD ROAD
VE HA SYT FOR
LELAND STREET
SHERMAN AVENUE
PB
ER ST MA Y Mc T SI VER I UN
N
BA RT ONS TW
LWORTH AVENUE KENI
CENT CE NT ENN ENI AL NI AL PA PAR RK KWW AY AY
N
QUEENSTON ROAD
300 W/M
LEGEND
LL BE
E ABL L C BEL
SMH
LRT TRACK CENTRELINE EXISTING PROPERTY LINE
3 0 1 A 7 0 D S SMH
300 SEWER
CB
159+93
159+90
159+75
450 SEWER
159+60
159+45
159+30
CB 0 2 1 B 7 0 D MHS S
E BL CA
SV
300 SEWER
PROPOSED TOP OF RAIL (PROFILE)
BEL L CABL E
200 W/M
VC
EXISTING GROUND LINE (PROFILE)
CB
EAST BOUND TRACK USED AS REFERENCE LINE CB
PED
ULS
BEL L CABL E
E0+000.00
STATIONING ON EB TRACK
W0+000.00
STATIONING ON WB TRACK
N0+000.00
STATIONING ON NB TRACK
S0+000.00
STATIONING ON SB TRACK
NOT FOR CONSTRUCTI ON NOTES:
WESTBOUND
EASTBOUND
105
105
100
100
95
95
90
90
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
PM
PROPOSED TOP OF RAIL PROFILE
EXISTING GROUND ELEVATION
12:27:17 User:wuj6 17/05/2017
pw:\\617479-PW I NT.aecom onl ne.l i ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-NC051.dgn
SHEET No.
C11-12-10
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
S L U
WHP
CONTRACT No.
DWG. No. HALRT-RD-NC051.dgn
BEL L CABL E
NE SEE DW G No.RD-NC050 MATCHLI
QUEENSTON ROAD
DESIGN C CHAINAGE L EASTBOUND TRACK
No. 0
REVISIONS EA Amendment
INITIAL
DATE
LB
17/05/10
REFERENCE MATERIAL: Survey Plan:
Project Manager
SCALES
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
0
5m
10m
Geodetic Bench Mark Index Borehole Report -
HORIZONTAL
0
Elevation=
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
NAME 1:500
Sewer Plan: Water Plan:
HAMILTON LRT 'B' LINE
20m
1m
2m
VERTICAL
4m
PRELIMINARY DESIGN
Manager of Design
1:100
NAME
PLAN AND PROFILE EAST END
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY001.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
VARIES
7.08 C DUAL GUIDEWAY (B-LINE) 3.99
1.995
1.545
1.995
0.20
1.545
WESTBOUND TRACK
C
OCS POLE C
EASTBOUND TRACK
MW
MW
ILLUMINATION POLE
ILLUMINATION POLE
CW
CW
CONCRETE MEDIAN VARIES 1.5-6.0
7.0
DES 2.5 MIN 0.8 SIDEWALK DES 1.5 (SEE PLANS FOR LOCATION) BLVD
DES 2.0 BLVD 0.22
2.65
0.22
0.9
0.22
2.65
0.5
3.5
10.0
3.5
MIN 1.8 DES 2.5 SIDEWALK
0.5
0.22
SAFETY ZONE
QUEENSTON
McMASTER
0.5 MIN CLR 2.0%
0.5 MIN CLR
2.0%
3%
2.0%
2.0%
2.0%
3%
GRANULAR SUB-BALLAST
PREPARED
OPSD 600.110
MI NI M UM PROPERTY LI NE LOCATI ON
MI NI M UM PROPERTY LI NE LOCATI ON
ILLUMINATION POLE
SUBGRADE
BARRIER CURB (TYP)
FILLER TYPICAL LONGITUDINAL GUIDEWAY DRAIN
CONCRETE
OPSD 600.040
CABLE CONDUIT
BARRIER CURB WITH STANDARD GUTTER
LEVELING CONCRETE
SIDE-RUNNING CROSS-SECTION MAIN STREET WEST WITH 3 EB TRAFFIC LANES AND 2 WB TRAFFIC LANES
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
17/05/2017
1:04:07
PM
AT MCMASTER STOP
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY001.dgn
0.20
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 1 OF 13
CONTRACT No.
FILE No.
DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY002.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
30.78
7.08 C DUAL GUIDEWAY (B-LINE) 3.99
0.35
1.995
1.545
1.995
1.545
0.35
OCS POLE C
WESTBOUND TRACK C
MW
MW
ILLUMINATION POLE
7.0 10.0 MIN 1.8 DES 2.5 SIDEWALK
0.5
3.5
0.22
3.5
2.65
0.22
0.9
0.22
2.65
0.22
DES 2.5 SIDEWALK
0.5
SAFETY ZONE
McMASTER
QUEENSTON
0.5 MIN CLR
2.0%
MI NI M UM PROPERTY LI NE LOCATI ON
CW
CW
125m m
MI NI M UM PROPERTY LI NE LOCATI ON
ILLUMINATION POLE
0.5 MIN CLR
2.0%
2.0%
3%
2.0%
3%
PREPARED
GRANULAR SUB-BALLAST
SUBGRADE FILLER TYPICAL LONGITUDINAL GUIDEWAY DRAIN
CONCRETE
OPSD 600.090
CABLE CONDUIT
SEMI-MOUNTABLE CURB WITH NARROW GUTTER (TYP)
LEVELING CONCRETE
OPSD 600.040 BARRIER CURB WITH STANDARD GUTTER (TYP)
CENTRE-RUNNING CROSS-SECTION MAIN STREET WEST WITH 3 EB TRAFFIC LANES THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
AND 2 WB TRAFFIC LANES
17/05/2017
1:05:06 PM
DALEWOOD AVENUE TO PARADISE ROAD
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY002.dgn
EASTBOUND TRACK
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 2 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY003.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
24.63
7.08 C DUAL GUIDEWAY (B-LINE) 3.99
0.20
1.995
1.545
1.995
1.545
0.35
WESTBOUND TRACK OCS POLE C C
EASTBOUND TRACK
MW
MW
CW
CW
10.0
DES 2.5 MIN 0.8 SIDEWALK DES 1.5 (SEE PLANS FOR LOCATION) BLVD
0.22
2.65
0.22
0.9
0.22
2.65
0.22
0.5
MIN 1.8 DES 2.5 SIDEWALK
SAFETY ZONE
QUEENSTON
McMASTER
MI NI M UM PROPERTY LI NE LOCATI ON
MI NI M UM PROPERTY LI NE LOCATI ON
ILLUMINATION POLE
0.5 MIN CLR 2.0% 2.0%
3%
2.0%
3%
GRANULAR SUB-BALLAST
PREPARED
OPSD 600.110
SUBGRADE
BARRIER CURB
FILLER TYPICAL LONGITUDINAL GUIDEWAY DRAIN
CONCRETE
CABLE CONDUIT
OPSD 600.090
OPSD 600.040
SEMI-MOUNTABLE CURB
BARRIER CURB
WITH NARROW GUTTER
LEVELING CONCRETE
WITH STANDARD GUTTER
SIDE-RUNNING CROSS-SECTION MAIN STREET WEST WITH 3 EB TRAFFIC LANES EAST OF PARADISE ROAD TO HWY 403 BRIDGE
17/05/2017
1:05:51 PM
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY003.dgn
ILLUMINATION POLE
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 3 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY004.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
C/L RIGHT OF WAY (COINCIDES WITH C/L OF GUIDEWAY)
20.48
7.08 GUIDEWAY WIDTH
6.38
1.545
0.35
1.545
3.29
1.645
0.35
1.645 EASTBOUND C TRACK
C WESTBOUND TRACK
C DUAL GUIDEWAY (B-LINE)
JOINT USE OCS/ ILLUMINATION POLE
JOINT USE OCS/ILLUMINATION POLE
CW
3.09 MIN 2 DES 2.5 SIDEWALK
0.5
3.7
0.22
0.2
2.65
McMASTER
0.22
0.22
3.09
0.22
2.65
0.5
3.7
MIN 2 DES 2.5 SIDEWALK
QUEENSTON
MI NI M UM REQUI RED PROPERTY LI NE LOCATI ON
MI NI M UM REQUI RED PROPERTY LI NE LOCATI ON
MW
CW
0.5 MIN CLR
125m m
0.5 MIN CLR
2.0%
2.0% 2.0%
2.0%
3%
3%
PREPARED SUBGRADE TYPICAL LONGITUDINAL GUIDEWAY DRAIN
FILLER CONCRETE
GRANULAR SUB-BALLAST
LEVELING CONCRETE
OPSD 600.040 OPSD 600.090
BARRIER CURB
SEMI-MOUNTABLE CURB
WITH STANDARD GUTTER (TYP)
WITH NARROW GUTTER (TYP)
CENTRE-RUNNING CROSS-SECTION KING STREET, MAIN STREET EAST WITH ONE LANE IN EACH DIRECTION
17/05/2017
1:06:18 PM
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY004.dgn
MW
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 4 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY005.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
VARIES
6.92 GUIDEWAY WIDTH C DUAL GUIDEWAY (B-LINE) 6.38
1.545
0.35
1.545
3.29
OCS POLE 1.645
1.645
C EASTBOUND TRACK
WESTBOUND C TRACK
CW
CW
DES. 2.5
DES. 2.5 SIDEWALK
0.5
0.22
3.7
0.2
2.65
0.22
3.09
0.22
QUEENSTON
SIDEWALK
0.22
2.65
McMASTER
125m m
MI NI M UM PROPERTY LI NE LOCATI ON
MW
150m m
MI NI M UM PROPERTY LI NE LOCATI ON
MW
3.09
0.5 MIN CLR
2.0%
2.0% 2.0%
3%
3%
OPSD 600.110 PREPARED
BARRIER CURB
SUBGRADE OPSD 600.090
OPSD 600.040
SEMI-MOUNTABLE CURB
BARRIER CURB
GRANULAR SUB-BALLAST
FILLER CONCRETE
WITH NARROW GUTTER
WITH STANDARD GUTTER
LEVELING CONCRETE
TYPICAL LONGITUDINAL GUIDEWAY DRAIN
SIDE-RUNNING CROSS-SECTION KING STREET JAMES STREET TO JOHN STREET
17/05/2017
1:06:49 PM
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY005.dgn
ILLUMINATION POLE
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 5 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY006.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
VARIES
6.92 GUIDEWAY WIDTH
6.38
1.545
1.545
3.29
0.35
1.645
OCS POLE
1.645
C WESTBOUND TRACK
EASTBOUND C TRACK
MW
MW
CW
CW
DES 2.5 SIDEWALK
3.09
0.22
0.2
2.65
0.22
0.22
2.65
DES 2.5 SIDEWALK
0.5 MIN CLR
125m m
2.0%
0.5
3.7
QUEENSTON
150m m
McMASTER
0.22
3.09
MI NI M UM PROPERTY LI NE LOCATI ON
MI NI M UM PROPERTY LI NE LOCATI ON
ILLUMINATION POLE
2.0% 2.0%
3%
3%
OPSD 600.110 PREPARED
BARRIER CURB
SUBGRADE GRANULAR SUB-BALLAST
FILLER
TYPICAL LONGITUDINAL GUIDEWAY DRAIN
CONCRETE
OPSD 600.090
OPSD 600.040
SEMI-MOUNTABLE CURB
BARRIER CURB
WITH NARROW GUTTER
WITH STANDARD GUTTER
LEVELING CONCRETE
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
SIDE-RUNNING CROSS-SECTION
17/05/2017
1:07:21 PM
KING STREET EAST INTERNATIONAL VILLAGE
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY006.dgn
C DUAL GUIDEWAY (B-LINE)
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 6 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY007.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
3.7
0.5
0.5
0.3
0.3
0.5
0.5
3.7
2.5 SIDEWALK
8.70
MI NI M UM PROPERTY LI NE LOCATI ON
MI NI M UM PROPERTY LI NE LOCATI ON
2.5 SIDEWALK
ILLUMINATION POLE
7.08 C DUAL GUIDEWAY (B-LINE) 3.99
1.995
1.545
0.5 CLR
1.995
0.5 CLR
1.545
OCS POLE
2.0%
C
2.0%
2.0%
WESTBOUND TRACK C
MW
MW
CW
CW
2.0%
EASTBOUND TRACK
OPSD 600.110 BARRIER CURB
OPSD 600.040 BARRIER CURB WITH STANDARD GUTTER
1.00
0.22
2.65
0.22
0.9
0.22
2.65
0.22
1.00
SAFETY ZONE
McMASTER
QUEENSTON
MAINTENANCE WALK
FILLER CONCRETE
CABLE CONDUIT
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
LEVELING CONCRETE
1:07:52 PM
TYPICAL CROSS-SECTION
17/05/2017
RAILWAY CROSSING - APPROACH RAMP
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY007.dgn
ILLUMINATION POLE
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 7 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY008.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
18.000 - 18.500
7.0 GUIDEWAY WIDTH
3.500
3.500
VEHICLE/LRT SHARED LANE
VEHICLE/LRT SHARED LANE 6.380
1.545
3.290
1.645
C DUAL GUIDEWAY (TO OMSF)
MI NI M UM PROPERTY LI NE LOCATI ON
*MW
C SOUTHBOUND TRACK
NORTHBOUND TRACK *MW
CW
CW
3.09
0.500
3.500
JOINT USE OCS/ ILLUMINATION POLE
C
0.2
0.22
2.65
0.22
0.22
3.09
0.22
2.65
3.500
LANE
0.500
LANE
XXXX
VARIES 2.000 - 2.500 SIDEWALK
XXXX
MI NI M UM PROPERTY LI NE LOCATI ON
JOINT USE OCS/ ILLUMINATION POLE
0.5 CLR
0.5 CLR 2.00%
2.00% 2.00%
2.00%
3%
3%
PREPARED SUBGRADE TYPICAL LONGITUDINAL GUIDEWAY DRAIN
FILLER CONCRETE
OPSD 600.040 BARRIER CURB
GRANULAR SUB-BALLAST
WITH STANDARD GUTTER
LEVELING CONCRETE
SHARED-RUNNING CROSS-SECTION LONGWOOD SOUTH TO OMSF
1:08:20 PM
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
17/05/2017 No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'MSF' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY008.dgn
1.645
1.545
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 8 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY009.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
25.500
7.0 GUIDEWAY WIDTH
3.500
3.500
VEHICLE/LRT SHARED LANE
VEHICLE/LRT SHARED LANE 6.380
1.545
3.290
1.645
C DUAL GUIDEWAY (TO OMSF) C SOUTHBOUND TRACK
MI NI M UM PROPERTY LI NE LOCATI ON
*MW
NORTHBOUND TRACK *MW
CW
CW
3.09
2.000 EXISTING SIDEWALK
VARIES
0.500
BOULEVARD
1.500
3.500
BIKE LANE
LANE
JOINT USE OCS/ ILLUMINATION POLE
C
0.2
0.22
2.65
0.22
0.22
3.09
0.22
2.65
3.500 LANE
XXXX
1.500
0.500
BIKE LANE
VARIES BOULEVARD
2.000 EXISTING SIDEWALK
XXXX
MI NI M UM PROPERTY LI NE LOCATI ON
JOINT USE OCS/ ILLUMINATION POLE
0.5 CLR
0.5 CLR 2.00%
2.00% 2.00%
2.00%
3%
3%
PREPARED SUBGRADE TYPICAL LONGITUDINAL GUIDEWAY DRAIN
FILLER CONCRETE
OPSD 600.040 BARRIER CURB
GRANULAR SUB-BALLAST
WITH STANDARD GUTTER
LEVELING CONCRETE
SHARED-RUNNING CROSS-SECTION ON EXISTING FRID STREET
17/05/2017
1:08:46 PM
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'MSF' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY009.dgn
1.645
1.545
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 9 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY010.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
2.500
0.500
SIDEWALK
ILLUMINATION POLE
1.500
3.500
3.500
3.700
1.500
BIKE LANE
LANE
LANE
LANE
BIKE LANE
0.500
2.500 SIDEWALK
to OMSF
MI NI M UM PROPERTY LI NE LOCATI ON
MI NI M UM PROPERTY LI NE LOCATI ON
ILLUMINATION POLE
0.5 CLR
0.5 CLR
2.00%
2.00% 2.00%
2.00%
OPSD 600.040 BARRIER CURB WITH STANDARD GUTTER
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
17/05/2017
1:09:13 PM
FRID STREET EXTENSION
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'MSF' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY010.dgn
19.700
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 10 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY011.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
6.59 GUIDEWAY WIDTH 0.35
1.545
3.29
1.645
1.4
1.645
C EASTBOUND TRACK
MW
MW
CW
CW
0.2 0.22 0.22
3.5
0.22
0.4
STOP PLATFORM
QUEENSTON
McMASTER
0.4m CONC BARRIER
MESH TYPE RAIL
0.35
YELLOW PAVEMENT MARKING
1.00%
3%
10cm SOLID VARI ABLE
125m m
YELLOW ANTI-SKID PAD
3%
GRANULAR SUB-BALLAST
PREPARED SUBGRADE
OPSD 600.090 SEMI-MOUNTABLE CURB
FILLER
WITH NARROW GUTTER
CONCRETE
TYPICAL LONGITUDINAL GUIDEWAY DRAIN
LEVELING CONCRETE
TYPICAL FAR-SIDE STOP PLATFORM THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
17/05/2017
1:09:40 PM
TRACK CENTRES 3.29 m
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY011.dgn
C WESTBOUND TRACK
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 11 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY012.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
6.59 GUIDEWAY WIDTH 0.35
1.545
7.30
1.4
1.545
4.5 PLATFORM
1.4
C EASTBOUND TRACK
C WESTBOUND TRACK
MW
MW
CW
CW
0.22
McMASTER
QUEENSTON
0.35
0.35
125m m
YELLOW ANTI-SKID PAD (TYP) 1.00%
3%
3%
PREPARED SUBGRADE
OPSD 600.090
TYPICAL LONGITUDINAL GUIDEWAY DRAIN
SEMI-MOUNTABLE CURB WITH NARROW GUTTER (TYP)
FILLER CONCRETE LEVELING CONCRETE
TYPICAL CENTRE STOP PLATFORM
17/05/2017
1:10:10 PM
THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY012.dgn
0.35
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 12 OF 13
FILE No.
CONTRACT No. DWG. No.
C11-12-10
SHEET No.
HALRT-RD-TY013.dgn
DIMENSIONS SHOWN ON THIS PLAN ARE IN METRES UNLESS OTHERWISE NOTED
26.85
7.08 C DUAL GUIDEWAY (B-LINE) 3.99
0.35
1.995
1.545
1.995
1.545
0.35
OCS POLE C
WESTBOUND TRACK EASTBOUND TRACK
MW
MW
ILLUMINATION POLE
7.0 7.0 DES 2.5 SIDEWALK
0.5
3.5
0.22
3.5
2.65
0.22
0.9
0.22
2.65
3.5
0.22
3.5
0.5
DES 2.5 SIDEWALK
SAFETY ZONE
McMASTER
QUEENSTON
0.5 MIN CLR
2.0%
MI NI M UM PROPERTY LI NE LOCATI ON
CW
CW
125m m
MI NI M UM PROPERTY LI NE LOCATI ON
ILLUMINATION POLE
0.5 MIN CLR
2.0%
2.0%
3%
2.0%
3%
PREPARED
GRANULAR SUB-BALLAST
SUBGRADE FILLER TYPICAL LONGITUDINAL GUIDEWAY DRAIN
CONCRETE
CABLE CONDUIT
LEVELING CONCRETE
OPSD 600.090
OPSD 600.040
SEMI-MOUNTABLE CURB
BARRIER CURB
WITH NARROW GUTTER (TYP)
WITH STANDARD GUTTER (TYP)
CENTRE-RUNNING CROSS-SECTION THE PRELIMINARY ENGINEERING DRAWINGS ARE SUBJECT TO FINAL ENGINEERING DETAIL DRAWINGS AND REVIEW, LEGAL AND GEODETIC SURVEY INFORMATION, UNDERGROUND INFRASTRUCTURE RELOCATION STRATEGIES, ETC.
QUEENSTON ROAD WITH 2 EB TRAFFIC LANES AND 2 WB TRAFFIC LANES
17/05/2017
1:10:38 PM
MAIN STREET EAST TO CENTENNIAL PARKWAY
No. 0
REVISIONS EA Amendment
INITIAL LH
DATE
REFERENCE MATERIAL:
SCALES
Project Manager
HAMILTON LRT 'B' LINE
16/10/31 Survey Plan:
User:wuj6
pw:\\617479-PW I NT.aecom onl i ne.l ocal :AECOM_DS02_NA\Docum ents\60507521-Ham i l ton LRT TA\900 W ork\910 CAD\01-EA PHASE\20-SHEETS\RTI _Track\HALRT-RD-TY013.dgn
C
1
EA Amendment
LH
16/11/14
2
EA Amendment
LB
16/12/13
3
EA Amendment
LB
17/05/10
COMPILED PBS AND SURVEY LRT.dgn (MAY 19, 2011) 0937HAMI0002_ALL v8.dgn (OCTOBER 7, 2010) basemap2.dwg (MAY 19, 2011)
Sewer Plan: Water Plan:
Geodetic Bench Mark Index Borehole Report -
DRAWN
JUAN WU
CHECKED
KATHLEEN GIORDANO
NAME
PRELIMINARY DESIGN
Manager of Design NOT TO SCALE Elevation=
NAME
APPROVED
LUCIAN BANCU
DATE
2017 / 05 / 10
TYPICAL SECTIONS 13 OF 13