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73.00
74.00
75.00
76.00
77.00
78.00
79.00
80.00
81.00
82.00
73.00
74.00
75.00
76.00
77.00
78.00
79.00
80.00
81.00
82.00
EXISTING
GROUND
ELEVATION
DATUM ELEV.
PIPE
INVERT
ELEVATION
CHAINAGE
79
.2
10
±
78
.2
94
±
78
.2
53
±
78
.4
38
±
78
.0
56
±
77
.7
94
±
77
.8
79
±
77
.6
50
77
.6
50
77
.6
50
76
.4
45
76
.5
48
76
.6
51
76
.7
54
0+
00
0.0
0
0+
01
0.0
0
0+
02
0.0
0
0+
03
0.0
0
0+
04
0.0
0
0+
05
0.0
0
0+
06
0.0
0
X
X
X X X X
X X
X X X
X X X X
X
X
X X
X X
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR, WATER INFRASTRUCTUREMANAGEMENT
GRAHAM HARDING, P. ENG.DIRECTOR,BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTIONMAJOR INFRASTRUCTURE
ENGINEERING AND CONSTRUCTION SERVICES DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNELWater
ARE IN METERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
17ECS-MI-04DC
IHES-2(B) SANITARY SEWER PLAN & PROFILE
SEPTEMBER 2017
AS SHOWN
CIVIL
1078-2014-02-49 C44
AP AT DGC
PATCH OPENING SURROUNDING
THE FLEX DUCT
CONCRETE
FIN FLOOR
FLEX
CAULKING
CAULK SEAM ALL AROUND AT
WALL INCLUDING SIDES
BOLT ON TOP WITH 100mm LIP ALL
AROUND ALL SIDES
LAG BOLT TO SECURE TOP
150mm DIA FLEX DUCT
(FLEXMASTER TYPE 6 OD)
URETHANE INSULATION
ALL AROUND (POURED IN
PLACE)
GRADE
USE PLY ON ENCLOSURE BELOW
GRADE (12mm THK)
50mm SAN PIPE
HDPE SDR 7.3
AS
R
EQ
UIR
ED
1.5
m
MIN
SECTION
FILL INSIDE AREA WITH
POURED IN PLACE URETHANE
INSULATION DOWN TO 500mm
BELOW GRADE
PREFABRICATED METAL ENCLOSURE
SHEET STEEL 12 GAUGE ( 10 BEND)
2 PRIMER & 2 FINISH COATS DARK
BRONZE WITH BOLT CAP
150mm DIA FLEXDUCT
MOUNTING LUGS 2 PER SIDE
TO BOLT ENCLOSURE TO WALL
150mm ANCHOR TO CONCRETE FLOOR)
LEAVE SPACE OPEN BETWEEN
FLEX DUCT & SAN PIPE IN ORDER
TO ALLOW AMBIENT AIR FROM
BLDG TO SURROUND THE SAN PIPE
DOWN TO 1500mm BELOW OF ROAD
CORE DRILL FLOOR
PROFILE
VERTICAL = 1 : 50
HORIZONTAL = 1 : 200
DETAIL '1'
FINISHED GROUND
150 X 150 X 150 TEE
90° BEND
PROTECT EXISTING
ELECTRIC DUCT BANK
PLAN (STA 0+00.00 TO STA 0+65.00)
1 : 200
90° VERT. BEND
90° VERT. BEND
150MM FM PVC DR35 @1%
PREFABRICATED METAL
ENCLOSURE
FIELD MEASURE TOP OF PLATFORM
FLOOR FOR PREFABRICATED
METAL ENCLOSURE
355
45
7
RIM EL 78.56
EX.ELECT.DUCT BANK
EX.200mm WATERMAIN
INV EL 76.27
EX.600mm STORM SEWER
INV EL 75.51
IE 77.80
EX. CONDUIT
IE 76.43
SERVICE PLATFORM NO.2
SA
NIT
AR
Y P
UM
PIN
G S
TA
TIO
N
SE
E D
WG
. C
47
F
OR
D
ET
AIL
EX. 150mm SAN
FM PVC DR 35
EX. 50mm SAN FM HDPE SDR 7.3
355
45° HOR.
BEND
78
.5
48
±7
6.5
05
0+
06
4.5
9
150 X 150 X 150 TEE
90° BEND
"D BUILDING PRIMARY
SEDIMENTATION TANKS
DETAIL - EXISTING CONNECTION TO D BUILDING
CONTRACTOR TO DESIGN
SITE CONNECTIONS BEYOND
SANITARY STUB CONNECTION
AS REQUIRED
NOTES:
1. SANITARY SEWER AND SANITARY PUMPING STATION ARE TO BE
CONSTRUCTED IN ADVANCE OF CONSTRUCTION UNDER A SEPARATE
CONTRACT.
2. VERTICAL DATUM: IHES-2(B) EXISTING GRADING PLAN, EXISTING INVERT
ELEVATIONS AND SURVEY CONTROL ARE BASED ON THE ASHBRIDGES
BAY TREATMENT PLANT SPECIFIC DATUM. IHES-2(B) STRUCTURAL
DRAWING ELEVATIONS ARE BASED ON THE CANADIAN GEODETIC
VERTICAL DATUM (CGVD28). CONVERSION FROM PLANT DATUM TO
GEODETIC DATUM REQUIRES LOWERING OF THE PLANT DATUM
ELEVATION BY A FACTOR 0.289m (CGVD28 = PLANT DATUM - 0.289m).
3. HEAT TRACING CABLES INSTALLED ON SANITARY DISCHARGE PIPES
CROSSING THE ABTP NORTH ACCESS ROAD UNDER ADVANCED
CONTRACT. POWER SUPPLY CONNECTION TO THE HEAT TRACING CABLES
HAS NOT BEEN PROVIDED. THE CONTRACTOR IS TO DESIGN AND PROVIDE
THE POWER SUPPLY AND ANCILLARY EQUIPMENT REQUIRED TO OPERATE
HEAT TRACING ON THE 200mm PVC and 50mm FM HDPE SANITARY
DISCHARGE PIPES.
11.25° BENDS
EX. 50mm SAN FM HDPE SDR 7.3
PARALLEL TO 200mm PVC DR28
90° BEND
IE 76.80
NTS
1
MOUNTING LUGS 2 PER SIDE
TO BOLT ENCLOSURE TO WALL
(150mm ANCHOR TO
CONCRETE FLOOR)
PLAN
SANITARY PUMPING STATION
COMPLETED BY OTHERS.
CONTRACTOR TO INSTALL AND
SUPPLY GRINDER PUMPS AND ANY
RELATED PUMP CONTROLS
(REFER TO C47 FOR PUMP DETAILS)
PROTECT EXISTING
ELECT.MH.
0 SEP 2017 ISSUED FOR TENDER DGC
0.5
0m
0.2
0m
1
1
1 NOV 2017 ISSUED FOR ADDENDUM 1 DGC
TAG
#
COMMON
NAME
DBH
(cm)
PROTECT REMOVE
122 Manitoba Maple 41.0 X
126 Black Locust 24.0 X
127 Black Locust 15.0 X
128 White Elm 15.0 X
129 Black Locust 48.0 X
130 Manitoba Maple 14.0 X
133 Manitoba Maple 16.0 X
134 Manitoba Maple 43.0 X
135 Black Locust 20.0 X
181 Manitoba Maple 28.0 X
182 Manitoba Maple 30.0 X
183 Manitoba Maple 31.0 X
184 Manitoba Maple 33.0 X
185 Manitoba Maple 10.0 X
186 Manitoba Maple 17.0 X
191 Manitoba Maple 11.0 X
194 White Mulberry 16.0 X
195 White Mulberry 16.0 X
4
1
1
1
2
1
3
T
2
1
9
2
6
2
8
3
0
3
2
3
4
4
04
1
4
3
4
4
4
7
5
0
5
4
8
1
1
3
0
1
4
3
1
7
3
1
8
3
2
9
3
1
3
3
3
7
3
8
3
9
4
2
5
3
5
5
5
6
5
7
5
8
5
9
6
0
6
1
6
2
6
3
6
4
6
5
6
6
6
7
6
8
6
9
7
0
7
1
7
2
7
3
7
87
9
8
0
8
2
8
3
8
48
5
8
6
8
7
8
8
8
9
9
09
1
9
2
9
3
9
6
9
8
9
9
1
0
0
1
0
41
0
5
1
0
6
1
0
7
1
0
8
1
0
9
1
1
0
1
1
1
1
1
2
1
1
3
1
1
4
1
1
5
1
1
6
1
1
7
1
1
8
1
1
9
1
2
0
1
2
1
1
2
3
1
2
4
1
2
5
1
2
8
1
3
1
1
3
2
1
3
3
1
3
4
1
3
5
1
3
6
1
3
7
1
3
8
1
3
9
1
4
0
1
4
1
1
4
2
1
4
4
1
4
5
1
4
6
1
4
7
1
4
8
1
4
9
1
5
0
1
5
1
1
5
2
1
5
3
1
5
4
1
5
5
1
5
6
1
5
7
1
5
8
1
5
9
1
6
0
1
6
1
1
6
2
1
6
3
1
6
4
1
6
5
1
6
6
1
6
8
1
6
9
1
7
1
1
7
4
1
7
5
1
7
8
1
7
9
1
8
0
1
8
7
1
8
8
1
8
9
1
9
3
T
2
1
7
3
5
4
5
4
6
4
8
5
1
5
2
7
4
7
5
7
6
7
7
9
5
9
7
1
0
1
1
0
2
1
0
3
1
2
2
1
2
6
1
2
7
1
2
9
1
6
7
1
7
0
1
7
2
1
7
6
1
7
7
1
8
6
1
9
0
1
2
3
5
6
7
8
9
1
0
1
4
1
5
1
6
T
2
2
31
7
1
8
1
9
2
0
2
1
2
2
2
3
2
4
T
2
1
8
2
5
2
7
3
6
4
9
9
4
1
8
1
1
8
2
1
8
41
8
5
1
9
1
1
9
2
1
9
4
1
9
5
1
3
0
1
8
3
1
2
8
1
3
3
1
3
4
1
3
5
1
2
2
1
2
6
1
2
7
1
2
9
1
8
6
1
8
11
8
2
1
8
4
1
8
5
1
9
1
1
9
4
1
9
5
BB1-7
BB1-6
BB1-5
BB1-3
BB1-4
BB1-
1 BB1-
2LD-
BD-2
8507
-BD-
01
TEST HOLES DATA TABLE
TH
#
TH
D
ata
(m
/d
/y
)
Utility
T
yp
e
Utility
Ma
te
ria
l
Utility
Wid
th
To
p E
le
v. o
f
U
tility
(m
)
De
pth
o
f
Utility
fro
m
Gra
de
ID
'd
B
y
1 08-02-2016 STM MET 400 80.39 1.85Rod & Cap
2 08-02-2016 STM MET 400 80.27 1.89Rod & Cap
3 08-02-2016 STM MET 400 80.27 1.90
Rod & Cap
4 08-02-2016 STM MET 400 79.36 3.00Rod & Cap
5 08-02-2016 STM CON
-
78.77 3.58Rod & Cap
6 08-02-2016 GAS MET 300 80.50 1.31
Rod & Cap
7 08-03-2016 GAS MET 300 80.95 1.36Rod & Cap
8 08-03-2016 STM MET 400 78.86 3.36Rod & Cap
9 08-03-2016 STM CON - 78.93 3.55
Rod & Cap
10 08-03-2016 STM UNK 200 79.79 2.26Rod & Cap
11 08-03-2016 STM UNK 200 79.34 3.03Rod & Cap
12 08-04-2016 STM CON 2700 78.88 3.50
Rod & Cap
13 08-04-2016 STM CON - 78.71 3.53Rod & Cap
14 08-04-2016 STM CON - 77.72 4.56Rod & Cap
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR, WATER INFRASTRUCTUREMANAGEMENT
GRAHAM HARDING, P. ENG.DIRECTOR,BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTIONMAJOR INFRASTRUCTURE
ENGINEERING AND CONSTRUCTION SERVICES DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNELWater
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
17ECS-MI-04DC
BB-1 CONSTRUCTION COMPOUND - REMOVAL PLAN
OCTOBER 2017
1:500
CIVIL
1078-2014-02-62 C57
AP AT DGC
PRINCE EDWARD VIADUCT
B
L
O
O
R
R
A
M
P
B
A
Y
V
IE
W
A
V
E
N
U
E
CITY OF TORONTO
S
T
R
E
E
T
L
I
N
E
S
T
R
E
E
T
L
I
N
E
PR
O
PE
R
TY
LIN
E
PR
OP
ER
TY
LIN
E
TRCA REGULATION LIMIT
CITY OF TORONTO
CITY OF TORONTO
ST
RE
ET
LIN
E
TORONTO BOARD OF EDUCATION
ROSEDALE HEIGHTS SECONDARY
SCHOOL
GENERAL NOTES
1. DURING REMOVALS, CONTRACTOR TO SECURE SITE TO PROTECT THE PUBLIC.
2. CONTRACTOR TO PROTECT EXISTING TREES NOT DESIGNATED FOR REMOVAL.
3. SHAFT BB-1 CONSTRUCTION COMPOUND AND HOARDING INSTALLATION TO BE DONE
PRIOR TO STRIPPING OFF SITE.
4. THE LOCATION OF ALL UNDER/ABOVE GROUND MUNICIPAL SERVICES, UTILITIES AND
STRUCTURES ARE APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES AND UTILITIES
ARE SHOWN AND WHERE SHOWN ON THE DRAWINGS. THE COMPLETENESS AND
ACCURACY OF THE LOCATION OF SUCH SERVICE, UTILITIES AND STRUCTURES ARE NOT
GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL SUCH
SERVICES, UTILITIES AND STRUCTURES BY CONSULTING THE APPROPRIATE
AUTHORITIES OR UTILITY COMPANIES CONCERNED. THE CONTRACTORS SHALL PROVE
THE LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALL
LIABILITY FOR DAMAGE OR RESTORATION TO SAME. ALL CONNECTION POINTS AND
MATERIAL TYPE TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE
CONTRACT ADMINISTRATOR SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICT WITH
EXISTING SERVICES.
5. DAYLIGHT ENBRIDGE GAS MAIN AT 10m SPACING ALONG GAS MAIN PRIOR TO HOARDING
INSTALLATION. NOTIFY CONTRACT ADMINISTRATOR 2 WEEKS PRIOR TO WORK TO
FACILITATE ENBRIDGE INSPECTION OF THE WORK.
6. THE CONTRACTOR SHALL NOTIFY THE CONTRACT ADMINISTRATOR AND CONTACT
TORONTO HYDRO TO HAVE THE POLE RELOCATED A MINIMUM OF 16 WEEKS PRIOR TO
POLE RELOCATION. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH TORONTO
HYDRO TO FACILITATE RELOCATION OF POLE. THE CITY WILL PAY TORONTO HYDRO
DIRECTLY FOR THE COST TO DESIGN AND RELOCATE THE POLE. THE CONTRACTOR
WILL NOT BE ENTITLED FOR ADDITIONAL PAYMENT AND THE WORK REQUIRED TO
COORDINATE RELOCATION SHALL BE CONSIDERED IN THE BASIC LUMP SUM BID PRICE.
PROTECT FULL LENGTH OF
EX. 300mm ENBRIDGE GAS
MAIN (REFER TO NOTE 5)
EXISTING FENCE
REMOVE LIGHT POLE
AND RELOCATE
(REFER TO NOTE 6)
7.5m WIDE ASPHALT
SITE ACCESS
STM 1500 AC
T.H.E.S CABLE
REMOVE BASEBALL
FIELD FENCE
CB TUNNEL
(6.3m I.D.)
R
1
5
LEGEND:
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROTECT TREE
REMOVE TREE
TEST HOLES
REMOVALS
SILT FENCE
CONSTRUCTION HOARDING
82.00
82.168
EXISTING DITCH
R
1
5
HOARDING OFFSET 1m
FROM EXISTING FENCE,
FIELD VERIFIED
TH#4
TH#5
TH#10
TH#9
TH#11
TH#12
TH#13
TH#14
TH#3
TH#2
TH#1
TH#6
TH#7
TH#8
PROTECT EXISTING
STORM SEWER
EXISTING 400mm
STORM SEWER
ABANDONED STORM
SEWER TO BE REMOVED
AND CAPPED FOR SHAFT
CONSTRUCTION
EXISTING 2850mm
RC STORM SEWER
LIMITS OF CONSTRUCTION
(HOARDING DETAILS REFER
TO C84)
CAP AND REMOVE
ABANDONED STORM
SEWER TO ALLOW
HOARDING INSTALLATION
PRUNE TREES AS REQUIRED TO
INSTALL HOARDING REFER TO
SPECIFICATION FOR DETAILS
REMOVE EX. FENCE AS REQUIRED
TO CONSTRUCT TEMPORARY SITE
ACCESS
REMOVE LIGHT POLE
AND RELOCATE
Date/Time, Plotted : 6/9/2017 3:23:01 PM
0 OCT 2017 ISSUED FOR TENDER DGC
PROTECT
EXISTING STORM
SEWER
CONTROL POINTS
1
1 NOV 2017 ISSUED FOR ADDENDUM 1 DGC
1
1
5 M
@
2
00
EXISTING STOP
LOG
PLAN AT ELEVATION 90.8SCALE 1:50
17001
EXISTING SEWER
TUNNEL
3000 mm I.D. NEW
SEWER (SEE NOTE 1)
NEW SLIDE GATE, SQUARE
FRAME w/ 3048mm (120in)
I.D. ROUND OPENING AND
FLANGE
EXISTING STOP LOG
EXISTING SLIDE
GATE
1500
3000
450450
4890
2210
300
1100
1493
300
1920
3950
500
1500
300
300
300mm THICK
REMOVABLE
SLAB
L
C G. AND CRANE
HOOK
L
LIFTING DEVICE
(4 PER EACH ROOF
PANEL. (DETAIL 1)
3
9
5
01
8
7
5
1
5
0
0
1
5
0
0
1
2
5
0
2
1
5
0
4
9
0
0
3
0
0
3
0
0
3
0
0
3
0
0
L
L
300
3
0
0
20 GAP
5
0
0
3
0
0
m
m
T
H
I
C
K
R
E
M
O
V
A
B
L
E
S
L
A
B
EXISTING 1500x1500 OPENING
WITH DOUBLE LEAF ALUMINUM
BILCO HATCH
REFER TO GATE
INSTALLATION SEQUENCE
LIFTING
UP
4 CABLES
EX RUBBER GASKET
EX 12mm DIA.
COUNTERSUNK BOLT
EX CAST-IN
LIFTING ANCHOR / BOLT
FOAM
PLUG
EX 8mm THICK
CAPPING PLATE
EX WATER PROOFING +
PROTECTION BOARD
SECTION
EX. CAPPING PLATE DETAIL
N.T.S.
150
50 (TYP.)
100
PLAN
EX. CONC.COVER
300
LIFTING CABLE
AS REQUIRED
LIFTING LOAD PER
LIFTING EYE/
BOLT = 80KN
(UNFACTORED)
LIFTING DEVICE (P51 SWIFT LIFT LIFTING EYE
AND P-52 SWIFT LIFT ANCHOR BY DAYTON
SUPERIOR OR APPROVED (EQUIVALENT)
CONCRETE CAP LIFTING PROCEDURE
1. SURVEY OF CONCRETE CAP AND SHAFT.
2. MARK CAP AND SHAFT FITTING POINTS PRIOR TO LIFTING.
3. PROVIDE HEAVY DUTY GREASE BOND BREAKER BETWEEN
CAP AND SHAFT BEARING.
4. REMOVE FORMWORK, BEDDING MATERIALS FROM UPPER
SURFACE OF CONCRETE CAP AND AS REQUIRED TO ALLOW
FOR REMOVAL.
5. REMOVE EXISTING CAPPING PLATE AND PROVIDE A LIFTING
CABLE AT EACH LIFTING EYE LOCATION. LENGTH TO BE
DETERMINED BY CONTRACTOR TO PROVIDE A LEVEL LIFT.
6. LIFT CONCRETE COVER UNIFORMLY FROM ALL SIDE,
CONTRACTOR TO MONITOR.
7. NO JERKING OR IMPACT ON COVER DURING LIFTING AND
TRANSPORTING.
8. PROVIDE GUYED GUIDANCE THROUGHOUT LIFTING AND
TRANSPORTING WHERE NECESSARY.
9. GENTLY LOWER CAP INTO FINAL SETTING POSITION ON SITE.
SET CAP ON TIMBERS FOR UNIFORM SUPPORT AND STORE IN
LOCATION PROTECTED FROM DAMAGE ON SITE.
10. ALL LIFTING HARDWARE ASSEMBLY SHALL BE STAINLESS
STEEL.
11. REINSTALL EXISTING CAPPING PLATE AFTER COMPLETION OF
LIFT AND REPLACE DAMAGED PARTS AS REQUIRED.
12. IF DAMAGED DURING LIFT, REPLACE NEOPRENE GASKET ON
UNDERSIDE OF CAP DURING REPLACEMENT OF CONCRETE
CAP.
1
DETAIL
NTS
EX LIFTING ANCHOR/BOLT
GATE INSTALLATION SEQUENCE NOTE:
1. SURVEY EXISTING COXWELL SANITARY TRUNK SEWER
CHAMBER AND PROPOSED GATE LOCATION TO ENSURE GATE
FITS PRIOR TO MANUFACTURING OF GATE.
2. GATE INSTALLATION AND CONFINED SPACE WORK
PROCEDURE TO BE SUBMITTED AND APPROVED PRIOR TO
COMMENCING MANUFACTURING.
3. REMOVE EXISTING ASPHALT AND BOLLARDS, DETAILED ON
C71, AS REQUIRED.
4. REMOVE SOIL AND UNSHRINKABLE FILL TO ELEVATION 90.8m
TO EXPOSE REMOVABLE SLAB.
5. DETACH AND REMOVE EXISTING LADDER AND STOP LOG
OPERATION BOX AS REQUIRED FOR REMOVABLE SLAB. REFER
TO EXISTING COXWELL SANITARY TRUNK SEWER AS-BUILTS
PROVIDED IN CONTRACT ANNEXURES.
6. REMOVE 300mm THICK REMOVABLE SLAB, REFER TO DETAIL.
7. INSTALL SLIDE GATE, REFER TO MECHANICAL DRAWINGS, AND
COMPLETE TESTING AND COMMISSIONING.
8. REINSTAE REMOVABLE SLAB AND RESTORE DISTURBED AREA
TO MATCH PRE-CONSTRUCTION CONDITION.
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR, WATER INFRASTRUCTUREMANAGEMENT
GRAHAM HARDING, P. ENG.DIRECTOR,BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTIONMAJOR INFRASTRUCTURE
ENGINEERING AND CONSTRUCTION SERVICES DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNELWater
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
17ECS-MI-04DC
CX-1(A) GATE INSTALLATION SEQUENCE
1:40
DGC SC DGC
CIVIL
0 SEP 2017 ISSUED FOR TENDER DGC
SEPTEMBER 20171078-2014-02-85 C80
1
1 NOV 2017 ISSUED FOR ADDENDUM 1 DGC
W
O
O
D
F
I
E
L
D
R
O
A
D
GREENWOOD SEWER
EX. 150 mm WATERMAIN
MAIN ACCESS GATE
(9m WIDE DOUBLE
SWING OPSD 972.102)
REMOVE EX. CURB STOPS
PROTECT FIRE
HYDRANT
CHAIN LINK
FENCE
PUBLIC ACCESS
ROAD TO WEST
PARKING LOT
2100m
m R
.C
.P
. S
TM
. S
EW
ER
1800mm X 2100mm CONC. TWIN CULVERT STM. SEWER
1
5
0
m
m
G
A
S
M
A
IN
5
2
5
m
m
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.C
.P
. S
T
M
. D
R
A
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3
0
0
m
m
G
A
S
M
A
IN
CONSTRUCTION SITE
HOARDING-PLYWOOD
HOARDING, C84
SITE
TRAILER
(REFER TO NOTE 11
PARKING AREA
(3m x 6m)
26 SPOTS
A
C
C
E
S
S
R
O
A
D
(
8
m
W
I
D
E
)
(
R
E
F
E
R
T
O
N
O
T
E
8
)
REMOVE EX. GUARDRAIL
CURB CUT AND GRADE
FOR CAR ACCESS
REMOVE PARK SIGNAGE
W
O
O
D
F
I
E
L
D
R
O
A
D
E
A
S
T
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N
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E
N
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R-2
BD
-01
BS
R-1
BD
-02
BD
R-0
3
BD
R-0
5
BT
R-0
2
IPS CONTRACT AREA
(OCCUPIED BY SEPARATE CONTRACTOR)
IPS CONTRACT AREA
(OCCUPIED BY SEPARATE CONTRACTOR)
150mm WATERMAIN PVC DR 28
(REFER TO NOTE 10 AND
PROFILE 1)
FIRE HYDRANT AS PER
CITY STD T-1105.01
50mm FM HDPE DR11 SAN SEWER
(REFER TO PROFILE 2)
COXWELL CONTRACT
ADDITIONAL AREA
(1800m²)
SANITARY CONNECTION
TO EX. LOWER LEVEL
INTERCEPTOR (LLI)
MANHOLE AS PER CITY
STD. T-708-020
EX. T.H.E.S. POLE
(NOTE 16)
9m WIDE DOUBLE SWING
GATE, OPSD 972.102
50mm COPPER SERVICE
CONNECTION
CONTRACTOR TO PROVIDE SIGNAGE:
"NO PUBLIC PARKING AND ACCESS
AVAILABLE. ACCESS LIMITED TO
CONSTRUCTION VEHICLES ONLY"
45° BEND
45° BEND
WATER METER CHAMBER AS PER CITY
STD. T-1108.01-3 AND T-1107.02-2
(DIMENSIONS AS PER 150mm PIPE SIZE
POWER SUPPLY
(NOTE 15)
71.00
72.00
73.00
74.00
75.00
76.00
77.00
78.00
79.00
80.00
81.00
82.00
71.00
72.00
73.00
74.00
75.00
76.00
77.00
78.00
79.00
80.00
81.00
82.00
71.00
72.00
73.00
74.00
75.00
76.00
77.00
78.00
79.00
80.00
81.00
71.00
72.00
73.00
74.00
75.00
76.00
77.00
78.00
79.00
80.00
81.00
KEY PLAN
NOT TO SCALE
NORTH OF LAKE SHORE - SITE PLAN
SITE PLAN
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR, WATER INFRASTRUCTUREMANAGEMENT
GRAHAM HARDING, P. ENG.DIRECTOR,BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTIONMAJOR INFRASTRUCTURE
ENGINEERING AND CONSTRUCTION SERVICES DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNELWater
ARE IN METERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
17ECS-MI-04DC
SCALE 1:500
25 50 METERSMETER 0 2015105 30 35 40 45
LEGEND
X
CHAIN LINK FENCE
PLYWOOD
GENERAL NOTES
1. ALL EXCAVATED MATERIAL SHALL BE TRANSPORTED OFF SITE AND BE
DISPOSED BY THE CONTRACTOR AT THE APPROPRIATE RECEIVER SITE.
NO STOCKPILING OF EXCAVATED MATERIAL ON SITE SHALL BE
PERMITTED.
2. THE CONTRACTOR SHALL STRIP TOPSOIL FULL DEPTH TO MININUM
300mm BELOW EXISTING GROUND SURFACE.
3. THE SITE AND ACCESS ROADS SHALL BE PROOF ROLLED BY DRIVING A
HEAVY CONSTRUCTION VEHICLE OVER THE AREAS TO IDENTIFY ANY
WEAK OR UNSTABLE AREAS. ALL WEAK OR WET ZONES IDENTIFIED BY
PROOF ROLLING SHALL BE SUB-EXCAVATED AND REPLACED WITH 50
MM CRUSHER RUN LIMESTONE SUPPLIED, PLACED AND COMPACTED BY
THE CONTRACTOR.
4. THE CONTRACTOR SHALL SUPPLY AND PLACE A NON-WOVEN
GEOTEXTILE (TERRAFIX 270R OR EQUIVALENT) OVER THE ENTIRE
COMPOUND AREA INCLUDING THE ACCESS ROAD.
5. THE CONTRACTOR SHALL DESIGN THE SITE AND TEMPORARY SITE
ACCESS ROADS TO PROVIDE SUFFICIENT BEARING CAPACITY FOR THE
PROPOSED EQUIPMENT LOADING BASED ON THE BOREHOLE LOGS
PROVIDED IN THE THURBER GEOTECHNICAL INVESTIGATION REPORTS.
THE CONTRACTOR SHALL PROVIDE TO THE CONTRACTOR
ADMINISTRATOR A REPORT AND DRAWING STAMPED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF ONTARIO
FOR THE PROPOSED LOADING DESIGN. THE CONTRACTOR SHALL
EXCAVATE, DEWATER AS REQUIRED, SUPPLY, PLACE AND COMPACT
GRANULAR MATERIALS AND ALL OTHER MATERIALS AS REQUIRED TO
MEET THE BEARING CAPACITY REQUIREMENTS AND SITE GRADING. NO
RECYCLED CONCRETE MATERIALS WILL BE ACCEPTED. AS A MINIMUM,
THE CONTRACTOR SHALL SUPPLY, PLACE AND COMPACT MINIMUM
150mm HL8 BINDER COURSE (MIN. 2 LIFTS) PLACED ON TOP OF 300mm
MINIMUM DEPTH OF GRANULAR "A" AND 150mm MINIMUM DEPTH OF
GRANULAR "B" MATERIALS AS PER ONTARIO PROVINCIAL STANDARD
SPECIFICATION (OPSS) 1010 FOR THE ACCESS ROAD.
6. THE CONTRACTOR SHALL MAINTAIN THE SITE AREA AND ACCESS
ROADS GRANULAR MATERIAL AND SUPPLY AND PLACE ADDITIONAL
GRANULAR MATERIAL DURING CONSTRUCTION AS REQUIRED TO
MAINTAIN THE REQUIRED SITE GRADING AND THE CONSTRUCTION
BEARING CAPACITIES.
7. ALL EQUIPMENT, LABOUR AND MATERIAL REQUIRED TO UNDERTAKE
THE WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR THE
PROJECT.
8. COXWELL CONTRACTOR TO SHARE ACCESS ROAD WITH THE FUTURE
INTEGRATED PUMPING STATION CONTRACT.
9. THE LOCATION OF ALL UNDER/ABOVE GROUND MUNICIPAL SERVICES,
UTILITIES AND STRUCTURES ARE APPROXIMATE ONLY. NOT ALL
MUNICIPAL SERVICES AND UTILITIES ARE SHOWN AND WHERE SHOWN
ON THE DRAW NGS, THE COMPLETENESS AND ACCURACY OF THE
LOCATION OF SUCH SERVICE, UTILITIES AND STRUCTURES ARE NOT
GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF
ALL SUCH SERVICES, UTILITIES AND STRUCTURES BY CONSULTING THE
APPROPRIATE AUTHORITIES OR UTILITY COMPANIES CONCERNED. THE
CONTRACTORS SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES
AND STRUCTURES AND SHALL ASSUME ALL LIABILITY FOR DAMAGE OR
RESTORATION TO SAME. ALL CONNECTION POINTS AND MATERIAL
TYPE TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE
CONTRACT ADMINISTRATOR SHALL BE NOTIFIED IMMEDIATELY OF ANY
CONFLICT WITH EXISTING SERVICES.
10. WET TAPPING PROCEDURE TO BE PERFORMED IN ACCORDANCE WITH
SPECIFICATION 02511 AND RELEVANT CITY OF TORONTO
CONSTRUCTION SPECIFICATION INCLUDING TS 7.30 AND TS 7.70.
11. SITE TRAILER TO BE IN ACCORDANCE WITH SPECIFICATION 01510.
12. CONTRACTOR TO DESIGN DEWATERING SYSTEM BASED ON
GROUNDWATER ELEVATION OF 76.40m
13. CONTRACTOR TO DESIGN SITE CONNECTION BEYOND THE WATERMAIN
AND SANITARY SEWER STUB CONNECTIONS.
14. CONTRACTOR TO DEMOBILIZE SITE TRAILER TO BE RETAINED BY
OWNER.
15. CONTRACTOR TO DESIGN AND CONSTRUCT POWER SUPPLY FROM
T.H.E.S. TRANSFORMER TO SITE TRAILER.
16. POWER SUPPLY AVAILABLE AT T.H.E.S. POLE: 200A AT 120/240V.
17. CONTRACTOR TO ARRANGE FOR ESA INSPECTION OF POWER SUPPLY.
ONCE COMPLETED, CONTRACTOR TO CONTACT TORONTO HYDRO FOR
METER AND FINAL CONNECTION.
EXISTING TREE
TREE REMOVED
REMOVAL
CONNECTION TO EX.
150mm WATERMAIN
I.E. 75.44m
50mm FM HDPE
DR 11 SAN SEWER
WATER METER CHAMBER
AS PER CITY STD. T-1108.01-3.
INSTALL BACKFLOW PREVENTER
AS PER CITY STD.
EXISTING GROUND
100mm OF HI-40
POLYSTYRENE
INSULATION
150mm SERVICE CONNECTION
TO FIRE HYDRANT
AS PER CITY STD T-1105.01
50mm COPPER WATER
SERVICE CONNECTION
CAPPED AT SURFACE,
ISOLATION VALVE AS PER
CITY STD T-1101.02-2
(REFER TO NOTE 13)
I.E. 75.45
1.2
8m
150mm PVC DR28 WATERMAIN
MIN
1
.8
m
CONNECTION TO EX. LLI MANHOLE
AS PER CITY STD T-708-20
I.E. 73.70
1.2
8m
150mm DIA PVC DR28 WATERMAIN
50mm F
M HDPE
DR11 S
AN SEWE
R
EXISTING GROUND
SAN SEWER CONNECTION
CAPPED AT SURFACE
(REFER TO NOTE 13)
90° BEND
I.E. 75.00
0 OCT 2017 ISSUED FOR TENDER DGC
DGC GRH DGC
OCTOBER 2017
1:5001078-2014-02-90 C85
150mm WATERMAIN PROFILE
1
H 1:250 V 1:125
50mm SANITARY SEWER PROFILE
2
H 1:250 V 1:125
45° BEND
45° BEND
45° BEND
1
1 NOV 2017 ISSUED FOR ADDENDUM 1 DGC
1
LS
LS
LS
17ECS-MI-04DC
DON & WATERFRONT WET WEATHER FLOW SYSTEM
DGC RV
PLAN
1078-2014-02-96
N
TI06
ARE IN METERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
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0 102.5 15 METERSMETER 5
SCALE 1:250
PROP
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PROP
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RAILWAYS
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ZONE OF INFLUENCE
ZONE OF INFLUENCE
E
E
(6.30m I.D.)C. B. TUNNELPROPOSED
ZONE OF INFLUENCE (28.0m)
RAIL
7+828.7
5
5m (TYP)
10.0
m
LEGEND:
56.65m
MILEAGE ± 207.57BELLEVILLE SUBDIVISION
EGDIRB
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
TUNNEL INSTRUMENTATION - METROLINX CROSSING 5
COXWELL BYPASS TUNNEL
MPBX 45 MPBX 44 MPBX 43
MPBX 51 MPBX 50 MPBX 47MPBX 49 MPBX 48 MPBX 46
RAILWAY TRACKS
PROPOSED TUNNEL ALIGNMENT
SHALLOW IN-GROUND SETTLEMENT MONITORING POINTS (SMP)
MULTIPOINT BOREHOLE EXTENSOMETER (MPBX)
(MIN. 7.30m DIA)EXCAVATIONTUNNEL
0 SEP 2017 ISSUED FOR TENDER DGC
SEPTEMBER 2017SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE: 1:250
DRAFTING: CHECK:
DRAWING
NUMBER:
CH CONTRACT No.
Water
MANAGEMENT MAJOR INFRASTRUCTURE
DIRECTOR, DESIGN & CONSTRUCTION
BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.
DIRECTOR, WATER INFRASTRUCTURE
ENGINEERING & CONSTRUCTION SERVICES
TO TRACKS AT GRADETRANSITION OF METROLINX BRIDGE
(NOTE 9)BRIDGE FOOTING
AND MONITOR WITH FREQUENCY SPECIFIED FOR SMP'S9. INSTALL REFLECTIVE SURVEY MARKERS AT EACH OF THE 4 CORNERS OF THE BRIDGE FOOTING AT GRADE
POST-CONSTRUCTION PHOTOS FOR GO TRANSIT/METROLINX RECORDS.8. THE CONTRACTOR SHALL PROVIDE STATUS/PROGRESS PHOTOS, INCLUDING PRE-CONSTRUCTION AND
PIER (TWO POINTS TOTAL). MONITORING TO BE UNDERTAKEN AT THE SAME FREQUENCY OF THE SMP’S.LEVEL POINT IS TO BE INSTALLED ON BOTH THE EAST AND WEST SIDE OF THE NORTHERN MOST BRIDGE ABUTMENT WALL ON THE UNDERSIDE OF THE BRIDGE (TWO POINTS TOTAL). AN ADDITIONAL PRECISION
7. PRECISION LEVEL POINTS ARE TO BE INSTALLED ON BOTH THE EAST AND WEST SIDE OF THE NORTH
AT ANY TIME. THE CONTRACTOR SHALL PROMPTLY COMPLY WITH SUCH REQUESTS.6. AECOM (ON BEHALF OF GO TRANSIT/METROLINX) HAS THE RIGHT TO REQUEST ADDITIONAL MONITORING
IF FURTHER MONITORING IS WARRANTED.CONSTRUCTION AND THE SURVEY DATA SHOULD BE REVIEWED AFTER THE MONITORING TO DETERMINE
5. TRACK ALIGNMENT (LINE AND GRADE) IS TO BE MONITORED USING TOTAL STATION THROUGHOUT
RIGHT-OF-WAY TO PRE-EXISTING CONDITIONS.ASSOCIATED WITH ANY WORK (INCLUDING TRACK WORK) REQUIRED TO RESTORE THE RAILWAY RESTORATION TECHNIQUES/METHODS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS APPROPRIATE MEASURES TO PREVENT FURTHER GROUND MOVEMENT AS WELL AS APPROPRIATE OF THE CAUSE OF THE MOVEMENT, SUPPORTED BY ENGINEERING RATIONALE AND RECOMMEND TRANSIT/METROLINX). THE CONTRACTOR’S PROFESSIONAL ENGINEER SHALL PROVIDE AN ASSESSMENT SHOULD IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR AND AECOM (ON BEHALF OF GO
4. IF ALARM LEVELS ARE ENCOUNTERED WORKS SHOULD IMMEDIATELY CEASE AND THE CONTRACTOR
APPROPRIATE MEASURES TO PREVENT FURTHER GROUND MOVEMENT.OF THE CAUSE OF THE MOVEMENT SUPPORTED BY ENGINEERING RATIONALE AND RECOMMEND TRANSIT/METROLINX). THE CONTRACTOR’S PROFESSIONAL ENGINEER SHOULD PROVIDE AN ASSESSMENT IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR AND AECOM (ON BEHALF OF GO
3. IF REVIEW LEVELS ARE ENCOUNTERED THE CONTRACTOR (OR THEIR REPRESENTATIVE) SHOULD
DOCUMENT CORRECTIVE ACTION UNDERTAKEN IN ACCORDANCE WITH THE SPECIFICATION. OF ALERT LEVELS ARE REACHED REPORTS SHOULD BE SUBMITTED AS SOON AS POSSIBLE AND SIGNED, AND DATED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROVINCE OF ONTARIO. IF REVIEW TUNNELLING, SHOWING COMPARISON TO THE BASELINE READINGS. THE REPORTS ARE TO BE STAMPED, CONTRACT ADMINISTRATOR AND AECOM (ON BEHALF OF GO TRANSIT / METROLINX) DURING ACTIVE
2. THE CONTRACTOR SHALL SEND SETTLEMENT MONITORING REPORTS WITHIN 24 HOURS TO THE
SUPERVISION OF A REGISTERED ONTARIO LAND SURVEYOR. THE ACTUAL ELEVATION SHALL BE RETAINED. THE SURVEYING SHALL BE CARRIED OUT BY, OR UNDER THE SURVEYING FIRM CAPABLE OF SURVEYING THE SETTLEMENT POINT ELEVATION TO WITHIN +/- 0.5 MM OF EQUIPMENT, THE MONITORING OF RAIL TRACKS IS TO BE DONE WITH A TOTAL STATION. AN INDEPENDENT
1. SETTLEMENT MONITORING SHALL BE COMPLETED USING CONVENTIONAL PRECISION LEVELLING
NOTES:
1
1
1
1 NOV 2017 DGCISSUED FOR ADDENDUM 1
32
90
100
102
32
90
102
-0+25 0+25
100
Scaled 1.00 Times Hor.
Scaled 2.50Times Ver.
0+00
CROSS SECTION E-E AT STATION 7+828.75
40 40
50/80 50/80
7+780.0
0
7+800.0
0
7+820.0
0
7+840.0
0
7+860.0
0
7+880.0
0
7+900.0
0
7+920.0
0
NTS
2
NTS
1
NTS
3
INTEGRATED PUMPING STATION CONNECTION TUNNEL -
TYPICAL SECTION (STATION 1+015 TO STATION 1+093
NOTES:
1. COMPLETE WORK ON TUNNEL FROM STATION 1+015 TO 1+025 AND INSTALL
CONSTRUCTION DELINEATION BY FEBRUARY 1, 2021.
2. TUNNEL FROM STATION 1+015 TO STATION 1+025 TO BE TURNED OVER TO OWNER IN
ADVANCE OF COMPLETION OF COXWELL BYPASS TUNNEL. THE CONTRACTOR SHALL
EXPECT THIS TO OCCUR AFTER FEBRUARY 1, 2021 AND PRIOR TO SUBSTANTIAL
PERFORMANCE.
3. THE CONTRACTOR IS REQUIRED TO FACILITATE ACCESS FOR THE OWNER AND
CONTRACTOR ADMINISTRATOR FOR THE PURPOSE OF INSPECTION AND TESTING
PRIOR TO OWNER ACCEPTANCE OF THE TUNNEL FROM STATION 1+015 TO STATION
1+025, AS REQUESTED BY THE CONTRACT ADMINISTRATOR.
4. THE OWNER WILL PROVIDE WRITTEN ACCEPTANCE OF THE SECTION OF TUNNEL
FROM STATION 1+015 TO STATION 1+025. WRITTEN ACCEPTANCE BY THE OWNER
SHALL CONFIRM COMPLETION AND ACCEPTANCE OF THIS SECTION BY THE OWNER.
UNTIL WRITTEN ACCEPTANCE OF THIS SECTION OF TUNNEL IS OBTAINED THE
CONTRACTOR IS REQUIRED TO MAINTAIN THE WORK AREA.
5. ONCE ACCEPTED BY THE OWNER, THE CONTRACTOR WILL NOT BE PERMITTED TO
ACCESS THE TUNNEL EAST OF STATION 1+015 WITHOUT PRIOR WRITTEN APPROVAL
OF THE OWNER AND THE INTEGRATED PUMPING STATION CONTRACTOR.
INTEGRATED PUMPING STATION CONNECTION TUNNEL
TERMINUS STATION 1+015
TYPICAL PRECAST TUNNEL LINING TO SHAFT WALL CONNECTION
NTS
4
INTEGRATED PUMPING STATION CONNECTION TUNNEL
CONTRACTOR DELINEATION (INSTALLATION AT STA 1+025)
NOTE:
1. THE CONTRACTOR SHALL SUBMIT A METHOD STATEMENT DETAILING THE PROPOSED METHODOLOGY TO MOVE THE TBM THROUGH EACH
OF THE SHAFTS EXCAVATED IN ADVANCE OF THE TBM ARRIVAL. THE METHOD STATEMENT SHALL BE SUBMITTED TO THE CONTRACT
ADMINISTRATOR A MINIMUM OF 60 DAYS PRIOR TO TBM ARRIVAL AT EACH SHAFT LOCATION.
150mm
SLOPE 0.15%
FUTURE CONNECTION TO
INTEGRATED PUMPING STATION
150mm SHOTCRETE
(30 MPa)
STATION 1+015
INV. EL 23.35m
CAST-IN-PLACE LINING
(REFER TO DETAIL 1)
6300m
m D
IA
.
CB
T T
UN
NE
L
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30M@300 EF
6
3
0
0
D
I
A
5
0
0
CAST- IN PLACE
CONCRETE LINING
TUNNEL EXCAVATION MINIMUM 7.3M,
CONTRACTOR CAN OVERSIZE TO SUIT TBM
LAUNCH AND SITE LOGISTICS. HAND TUNNEL
SUPPORT SHALL BE DESIGNED IN ACCORDANCE
WITH SPECIFICATION SECTION 02318.
NOTES:
1. THE CAST-IN-PLACE CONCRETE LINING DESIGN IS BASED ON SECTION 5.1.8
ENTITLED "TUNNEL CRITICAL LOAD CASES" OF THE "TUNNEL & SHAFT LINING
EVALUATION STUDY" BY GOLDER ASSOCIATES, REPORT NUMBER: 1413095 (18000);
DRAFT VER. 4.
2. THE CONTRACTOR SHALL PUMP OUT THE INTEGRATED PUMPING STATION
CONNECTION TUNNEL FROM STATION 1+093 TO STATION 1+015 TO PREVENT WATER
ACCUMULATION IN THE INVERT.
IHES-2(B) SHAFT
INTEGRATED PUMPING STATION
DRAINAGE MAT
50mm PVC
WHEEPHOLE
3 STUDS EACH SIDE
OF DOOR
1200x2400x19mm PLYWOOD
DOOR w/ HEAVY DUTY HINGES
AND HASP FOR PADLOCK
38x235 ANCHORED TO
CONCRETE ALL AROUND
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m D
IA
T
UN
NE
L
2-35M
4-35M
2-35M
35M@150 U BARS
35M@150 L BARS
6300mm DIA TUNNEL
INV EL VARIES
T/BASE SLAB
35M SHEAR FRICTION
DWLS 2- BUNDLED
BARS @125 WITH STD
HOOK MIN LENGTH
4000 FOR 3500mm EA
SIDE OF TUNNEL, TYP
25mm EXPANDING WATERSTOP
ALL AROUND PERIMETER OF
LINING
PRECAST CONCRETE
SEGMENT
25M DWLS @150,
600mm LONG, 300mm
EMBD WITH
HILTI HIT-RE 500 V3, TYP
25mm EXPANDING
WATERSTOP AROUND
PERIMETER OF LINING
25M DWLS @150,
600mm LONG, 300mm
EMBD WITH
HILTI HIT-RE 500 V3, TYP
(
M
I
N
)
REINFORCEMENT NOT
SHOWN FOR CLARITY
300
38 X235's @400mm OC w/19 mm
PLYWOOD SHEATHING
TUNNEL DETAILSSECTION AND DETAILS - STRUCTURAL
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR, WATER INFRASTRUCTUREMANAGEMENT
GRAHAM HARDING, P. ENG.DIRECTOR,BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTIONMAJOR INFRASTRUCTURE
ENGINEERING AND CONSTRUCTION SERVICES DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNELWater
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
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engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
17ECS-MI-04DC
0 SEP 2017 ISSUED FOR TENDER DGC
1
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1078-2014-02-203
17ECS-MI-04DC
LA
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COXWELL BYPASS TUNNEL
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HOARDINGLIMIT OF CONSTRUCTION
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COMPOUND AREA LIMITSWITHIN PROPOSED SITE REMOVE EXISTING FENCE
(SEE NOTE 4)SECURITY CAMERARELOCATE REMOVE AND TO BE PROTECTED.LIGHT STANDARD IS EXISTING
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
(SEE NOTE 4)CAMERAREMOVE AND RELOCATE SECURITY LIGHT STANDARD.REMOVE AND RELOCATE EXISTING
TO BE PROTECTEDEXISTING LIGHT STANDARD
LIMITSCOMPOUND AREA PROPOSED SITE FENCE WITHIN REMOVE EXISTING
6.3m I.D. COXWELL BYPASS TUNNEL
LOADS. SEE NOTE 6.ACCOMODATE TRAFFIC REQUIRED TO PLACE GRANULAR AS REMOVE TOPSOIL AND
0 SEP 2017 ISSUED FOR TENDER DGC
SEPTEMBER 2017SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE: HORIZONTAL 1:200
DRAFTING: CHECK:
DRAWING
NUMBER:
DGC CONTRACT No.
Water
MANAGEMENT MAJOR INFRASTRUCTURE
DIRECTOR, DESIGN & CONSTRUCTION,
BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.
DIRECTOR, WATER INFRASTRUCTURE
ENGINEERING & CONSTRUCTION SERVICES
SEE NOTE 6.CONSTRUCT DRILLED SHAFTS, GRANULAR AS REQUIRED TO REMOVE TOPSOIL AND PLACE
REMOVE TREE AND STUMP, TYP
ROADFACILITATE ACCESS BE CUT TO EXISTING CURB TO
TRCA REGULATION LIMIT
TR
CA R
EG
ULATIO
N LIMIT
WITHIN THE SITE HOARDING LIMITS REMOVE AND REPLACE ALL CURBS AND SIDEWALKS 8.
AREASSTANDARD SPECIFICATION (OPSS) 1010 IN GRASSED RUN LIMESTONE AS PER ONTARIO PROVINCIAL LIMESTONE AND 150MM DEPTH OF 19MM CRUSHER COMPACT 150MM DEPTH OF 50MM CRUSHER RUN THE CONTRACTOR SHALL SUPPLY, PLACE AND 7.
FULL DEPTHACCESS ROAD, TOPSOIL AND SOD SHALL BE STRIPPED WITHIN THE LIMITS OF THE SITE COMPOUND AND 6.
CONTAMINATED SOIL REMOVAL AND DISPOSAL.AND MADE USING THE SCHEDULE OF PRICES ITEM FOR DISPOSAL OF HAZARDOUS WASTE WILL BE MEASURED CONTRACT ADMINISTRATOR. PAYMENT FOR THE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE HAZARDOUS WASTE DISPOSAL SITE IS ENCOUNTERED IF EXCAVATED MATERIAL REQUIRING DISPOSAL AT A 5.
TORONTO HYDRO'S SATISFACTIONSECURITY CAMERAS. LOCATION AND POSITIONING TO FOR THE EXACT LOCATION AND ORIENTATION OF COORDINATION WITH TORONTO HYDRO IS REQUIRED PROPOSED CONSTRUCTION COMPOUND. RELOCATED SOUTH OF THE SOUTH LIMIT OF THE TORONTO HYDRO'S SECURITY CAMERAS ARE TO BE 4.
DESIGNATED FOR REMOVALCONTRACTOR TO PROTECT ALL TREES NOT 3.
REFER TO DRAWING G11 FOR GENERAL NOTES.2.
CONFLICT WITH EXISTING SERVICES.ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONNECTION POINTS AND MATERIAL TYPE TO BE FOR DAMAGE OR RESTORATION TO SAME. ALL AND STRUCTURES AND SHALL ASSUME ALL LIABILITY SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES UTILITY COMPANIES CONCERNED. THE CONTRACTOR CONSULTING THE APPROPRIATE AUTHORITIES OR ALL SUCH SERVICES, UTILITIES AND STRUCTURES BY CONTRACTOR SHALL DETERMINE THE LOCATION OF STRUCTURES ARE NOT GUARANTEED. THE OF THE LOCATION OF SUCH SERVICES, UTILITIES AND THE DRAWING(S) THE COMPLETENESS AND ACCURACY AND UTILITIES ARE SHOWN AND WHERE SHOWN ON APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES MUNICIPAL SERVICES, UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND 1.
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CURBBARRIER EXISTING REMOVE
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239
240
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243
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Concrete Curb
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250 mm Pipeline (Trans. Northern)
250 mm Pipeline (Imperial Oil)
200 mm Pipeline (Sun Oil)
250 mm Pipeline (Trans. Northern)
250 mm Pipeline (Imperial Oil)
200 mm Pipeline (Sun Oil)
Pipeline (Trans. Canada)
Pipeline (Trans. Canada)
450 mm Conc. Stm.Sewer
375 mm Conc. Stm.Sewer
375 mm Conc. Stm.Sewer
300 mm PVC Water Main
300 mm PVC Water Main
300 mm PVC Water Main
Unknown
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78.0
78.0
78.0
78.0
79.0
79.0
79.0
79.0
79.0
79.0
79.0
80.0
81.0
82.0
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193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
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212
213
214
215
216217
218
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221
222
223
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1402
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1408
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14311432
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1438
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1445
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1448
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1078-2014-02-209
17ECS-MI-04DC
CIVIL
JK
COXWELL BYPASS TUNNEL
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE: HORIZONTAL 1:400
DRAFTING: CHECK:
DRAWING
NUMBER:
DGC CONTRACT No.
Water
MANAGEMENT MAJOR INFRASTRUCTURE
DIRECTOR, DESIGN & CONSTRUCTION,
BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.
DIRECTOR, WATER INFRASTRUCTURE
ENGINEERING & CONSTRUCTION SERVICES
(CLOSED)
EASTERN AVENUE
0 4 102 20
SCALE 1:400
METER METERS
LIMIT OF CONSTRUCTION HOARDING
EASTERN AVENUE
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
4SUN/4QUE - REMOVAL PLAN
C97
6.3m I.D. COXWELL BYPASS TUNNEL
0 OCT 2017 ISSUED FOR TENDER DGC
SUNLIGHT PARK ROAD
TRCA REGULATION LIMIT
TR
CA R
EG
ULATIO
N LIMIT
ACCESS ROADCUT TO FACILITATE EXISTING CURB TO BE
STANDARD SPECIFICATION (OPSS) 1010RUN LIMESTON AS PER ONTARIO PROVINCIAL LIMESTONE AND 150MM DEPTH OF 19MM CRUSHER COMPACT 150MM DEPTH OF 50MM CRUSHER RUN THE CONTRACTOR SHALL SUPPLY, PLACE AND 6.
FULL DEPTHACCESS ROAD, TOPSOIL AND SOD SHALL BE STRIPPED WITHIN THE LIMITS OF THE SITE COMPOUND AND 5.
HAZARDOUS MATERIAL REMOVAL AND DISPOSAL.AND MADE USING THE SCHEDULE OF PRICES ITEM FOR DISPOSAL OF HAZARDOUS WASTE WILL BE MEASURED CONTRACT ADMINISTRATOR. PAYMENT FOR THE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE HAZARDOUS WASTE DISPOSAL SITE IS ENCOUNTERED IF EXCAVATED MATERIAL REQUIRING DISPOSAL AT A 4.
DESIGNATED FOR REMOVALCONTRACTOR TO PROTECT ALL TREES NOT 3.
REFER TO DRAWING G11 FOR GENERAL NOTES.2.
CONFLICT WITH EXISTING SERVICES.ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONNECTION POINTS AND MATERIAL TYPE TO BE FOR DAMAGE OR RESTORATION TO SAME. ALL AND STRUCTURES AND SHALL ASSUME ALL LIABILITY SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES UTILITY COMPANIES CONCERNED. THE CONTRACTOR CONSULTING THE APPROPRIATE AUTHORITIES OR ALL SUCH SERVICES, UTILITIES AND STRUCTURES BY CONTRACTOR SHALL DETERMINE THE LOCATION OF STRUCTURES ARE NOT GUARANTEED. THE OF THE LOCATION OF SUCH SERVICES, UTILITIES AND THE DRAWING(S) THE COMPLETENESS AND ACCURACY AND UTILITIES ARE SHOWN AND WHERE SHOWN ON APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES MUNICIPAL SERVICES, UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND 1.
GENERAL NOTES
ACCESS ROAD
OCTOBER 2017
1
1
1 NOV 2017 DGCISSUED FOR ADDENDUM 1
GENERIC HO
LDINGS INC
Concrete Curb
Steel Truss on Bridge
East
Limit of
Don
Valle
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Park
way
EASE
MENT
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n
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n. S
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204
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208
210
211
212
213
214
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221
222
223
224
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1078-2014-02-210
17ECS-MI-04DC
CIVIL
JK
COXWELL BYPASS TUNNEL
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE: HORIZONTAL 1:400
DRAFTING: CHECK:
DRAWING
NUMBER:
DGC CONTRACT No.
Water
MANAGEMENT MAJOR INFRASTRUCTURE
DIRECTOR, DESIGN & CONSTRUCTION,
BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.
DIRECTOR, WATER INFRASTRUCTURE
ENGINEERING & CONSTRUCTION SERVICES
(CLOSED)
EASTERN AVENUE
TO BE COMPLETED BY OTHERS FUTURE DIVERSION STRUCTURE
RELIE
F LIN
E
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0 4 102 20
SCALE 1:400
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F LIN
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4SUN/4QUE - CONSTRUCTION SITE PLAN
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R
11.00m R
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TR
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EG
ULATIO
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0 OCT 2017 ISSUED FOR TENDER DGC
ADIT TUNNEL
COMPLETED BY OTHERSSTRUCTURE TO BE FUTURE DIVERSION
COMPLETED BY OTHERSCHAMBER TO BE FUTURE VORTEX
TRCA REGULATION LIMIT
SCHEDULE.REFER TO SHEET TI01 FOR INSTRUMENTATION DETAILS AND 11.
01050.TO BE COMPLETED IN ACCORDANCE WITH SPECIFICATION SHAFT CONSTRUCTION AND POST CONSTRUCTION SURVEYS PRE-CONDITION CONSTRUCTION SURVEYS PRIOR TO DROP 10.
DETERMINE THE APPROPRIATE RECEIVER SITE. TEST THE GRANULAR TO BE REMOVED OFF SITE AND THE FINAL SITE PLAN GRADING. THE CONTRACTOR SHALL EXCEPT FOR GRANULAR MATERIALS INCORPORATED INTO EXCAVATE AND DISPOSE OF GRANULAR MATERIALS OFF SITE AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL 9.
THE ACCESS ROAD.EQUIVALENT) OVER THE ENTIRE COMPOUND AREA INCLUDING PLACE A NON--WOVEN GEOTEXTILE (TERRAFIX 270R OR ACCESS ROAD), THE CONTRACTOR SHALL SUPPLY AND MATERIAL (WITHIN THE CONSTRUCTION COMPOUND AND PRIOR TO PLACEMENT OF THE COMPACTED GRANULAR 8.
ROAD.THE CONSTRUCTION COMPOUND INCLUDING THE ACCESS SPECIFICATION (OPSS) 1010 FOR ALL OF THE AREAS WITHIN RUN LIMESTONE AS PER ONTARIO PROVINCIAL STANDARD LIMESTONE AND 150 MINIMUM DEPTH OF 19 MM CRUSHER COMPACT 150 MM MINIMUM DEPTH OF 50 MM CRUSHER RUN AS A MINIMUM, THE CONTRACTOR SHALL SUPPLY, PLACE AND 7.
CONCRETE MATERIALS WILL BE ACCEPTED.REQUIREMENTS AND SITE GRADING. NO RECYCLED AS REQUIRED TO MEET THE BEARING CAPACITY COMPACT GRANULAR MATERIALS AND ALL OTHER MATERIALS EXCAVATE, DEWATER AS REQUIRED, SUPPLY, PLACE AND PROPOSED LOADING DESIGN. THE CONTRACTOR SHALL REGISTERED IN THE PROVINCE OF ONTARIO FOR THE DRAWING STAMPED BY A PROFESSIONAL ENGINEER TO THE CONTRACTOR ADMINISTRATOR A REPORT AND INVESTIGATION REPORTS. THE CONTRACTOR SHALL PROVIDE LOGS PROVIDED IN THE AMEC GEOTECHNICAL PROPOSED EQUIPMENT LOADING BASED ON THE BOREHOLE ROADS TO PROVIDE SUFFICIENT BEARING CAPACITY FOR THE THE CONTRACTOR SHALL DESIGN THE SITE AND ACCESS 6.
CONTRACTOR.LIMESTONE SUPPLIED, PLACED AND COMPACTED BY THE SUB-EXCAVATED AND REPLACED WITH 50 MM CRUSHER RUN WET ZONES IDENTIFIED BY PROOF ROLLING SHALL BE TO IDENTIFY ANY WEAK OR UNSTABLE AREAS. ALL WEAK OR DRIVING A HEAVY CONSTRUCTION VEHICLE OVER THE AREAS THE SITE AND ACCESS ROADS SHALL BE PROOF ROLLED BY 5.
THE CONTRACTOR SHALL STRIP TOPSOIL FULL DEPTH.4.
EXCAVATED MATERIAL ON SITE SHALL BE PERMITTED.APPROPRIATE RECEIVER SITE NO STOCKPLING OF SITE AND BE DISPOSED BY THE CONTRACTOR AT THE ALL EXCAVATED MATERIAL SHALL BE TRANSPORTED OFF 3.
REFER TO SHEET G11 FOR GENERAL NOTES2.
SERVICES.BE NOTIFIED IMMEDIATELY OF ANY CONFLICT WITH EXISTING THE FIELD PRIOR TO CONSTRUCTION. THE ENGINEER SHALL CONNECTION POINTS AND MATERIAL TYPE TO BE VERIFIED IN LIABILITY FOR DAMAGE OR RESTORATION TO SAME. ALL UTILITIES AND STRUCTURES AND SHALL ASSUME ALL CONTRACTORS SHALL PROVE THE LOCATION OF ALL SUCH AUTHORITIES OR UTILITY COMPANIES CONCERNED. THE STRUCTURES BY CONSULTING THE APPROPRIATE LOCATION OF ALL SUCH SERVICES, UTILITIES AND GUARANTEED. THE CONTRACTOR SHALL DETERMINE THE SERVICE, UTILITIES AND STRUCTURES ARE NOT COMPLETENESS AND ACCURACY OF THE LOCATION OF SUCH SHOWN AND WHERE SHOWN ON THE DRAWINGS. THE ONLY. NOT ALL MUNICIPAL SERVICES AND UTILITIES ARE SERVICES, UTILITIES AND STRUCTURES ARE APPROXIMATE THE LOCATION OF ALL UNDER/ABOVE GROUND MUNICIPAL 1.
GENERAL NOTES:
COMPLETED BY OTHERSSTRUCTURE TO BE FUTURE DIVERSION
INCLINOMETER (DETAIL 5 ON TI01)
(DETAIL 3 ON DWG TI01)NOISE AND VIBRATION MONITOR
(OPSD 972.102)9m WIDE GATE
(OPSD 972.102)6m WIDE GATE
CONNECTOR PIPE 525 mm DIA AIR
mm DIA DROP SHAFT)4SUN & 4QUE (2100
ECCENTRIC REDUCER (SEE C172)
OCTOBER 2017
1
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
1
1 NOV 2017 DGCISSUED FOR ADDENDUM 1
250 mm Pipeline (Trans. Northern)
250 mm Pipeline (Imperial Oil)
200 mm Pipeline (Sun Oil)
250 mm Pipeline (Trans. Northern)
250 mm Pipeline (Imperial Oil)
200 mm Pipeline (Sun Oil)
Pipeline (Trans. Canada)
Pipeline (Trans. Canada)
450 mm Conc. Stm.Sewer
375 mm Conc. Stm.Sewer
375 mm Conc. Stm.Sewer
300 mm PVC Water Main
300 mm PVC Water Main
300 mm PVC Water Main
GENERIC HO
LDINGS INC
Concrete Curb
Steel Truss on Bridge
East
Limit of
Don
Valle
y
Park
way
EASE
MENT
West
Limit of
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n
Channel
Co
n. S
ea
wall E
/S. o
f
Channel
1A
1B
1C
1
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T
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LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
T
T
T
T
LS
LS
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LS
LS
LSLS
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LS
LS
LS
LS
LS
LS
LS
LS
LS
U/C/
2012
PARKING
100mm PVC Rescu Transp. Conduit
100mm PVC Rescu Transp. Conduit100mm PVC Rescu Transp. Conduit
THW
100mm PVC Rescu Transp. Conduit
THW
100mm PVC Rescu Transp. Conduit
375mm V.P. San. Sewer
375mm V.P. San. Sewer
350mm x 525mm E.S.Br. Comb. Sewer Aband'd
in the same Trench
450mm V.P. San. Sewer (Metro)
1650mm R.C.P. San. Sewer
300mm V.P. San. Sewer
450mm V.P. San. Sewer and 525mm V.P. Stm. Sewer
375mm V.P. San. Sewer
300
mm
V.P. S
an. S
ewer
1650mm R.C.P. San. Sewer
300mm V.P. San. Sewer Aband'd450mm V.P. San. Sewer
300mm V.P. San. Sewer Aband'd
750mm C.I. Pipe San. Sewer
375mm V.P. San. Sewer
1500mm Cir. Conc. San. Sewer
300mm Conc. Stm. Connection
225mm Conc. Stm. Connection
Outfall
450mm V.P. Stm. Sewer
300
mm
V.P. S
tm. S
ewer
Aband'd
600mm x 900mm E.S.Br. Sewer Aband'd
300mm V.P. Stm. Sewer Aband'd
600mm x 900mm E.S.B. Stm. Sewer Aband'd
1350mm R.C.P. Stm. Sewer
525mm V.P. Stm. Sewer
1350mm Monolithic Concrete Stm. Sewer
1200mm R.C.P. Stm. Sewer
750mm R.C.P. Stm. Sewer
450mm V.P. Stm. Sewer
750mm R.C.P. Stm. Sewer
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
B
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
150mm Water Main
200mm Water Service
300mm Water Main
150mm Water Service
200mm Water Service 300mm Water Main
300mm Water Main Aband'd
300mm Water Main
150mm Water Main Aband'd
150mm Water Main
150mm Water Main Aband'd
300mm Water Main
300mm Gas Main Aband'd
600mm Gas Main Aband'd
300mm Gas Main Aband'd
500mm Gas Pumping Main Aband'd
300mm Gas Main Aband'd
300mm Gas Main Aband'd
600mm Gas Main Aband'd
600mm Gas Main
900mm Gas Main Aband'd
Gas
Valv
e
Cha
mber
750mm Gas Main
300
mm
Gas
Main
Aband'd
600mm Gas Main
750mm Gas Main
500mm Gas Main Aband'd
600mm Gas Main Aband'd
600mm Gas Main Aband'd
600mm
900mm
900mm Gas Main Aband'd
300mm Gas Main Aband'd
Gas Drip Aband'd
900mm Gas Main Aband'd
300mm Gas Main Aband'd
750mm Gas Main
500mm Gas Pumping Main Aband'd
T.H.E.S. Cable
T.H.E.S. Cable
T.H.E.S. Conduit
T.H.E.S. Conduit
T.H.E.S. Conduit Aband'd
T.H.E.S. Cable
Lever Bros. Meter Chamber
T.H.E.S. Conduit
T.H.E.S. Conduit
H.E.P.C. C
able
s in steel P
ipes
Bell Canada Cable Aband'd
Bell Canada Conduit
Bell Canada Conduit
Bell C
anada
Co
nduit
Aband'd
Bell Canada Conduit
Bell Canada Conduit Aband'd
Bell Canada Cable Aband'd
Bell Canada Conduit Aband'd
Bell Canada Conduit
Bell Canada Conduit
Imperial Oil Co. 250mm Pipe
Trans. Northern 250mm Pipe
200mm Ammonia Pipe Aban'd
200
mm
Am
mo
nia
Pip
e
Aband'd
Railway Siding
C.N.R.
Railw
ay
Tracks
Sun Oil Co. 200mm Pipe
Trans. Northern 250mm Pipe
Imperial Oil Co. 250mm Pipe
Private Drain Approx. Location Aband'd
(closed) Concrete Bridge
450mm V.P. Sewer
Consumers Gas Company Easement
200mm Ammonia Pipe Aban'd
200mm Ammonia Pipe Aband'd
450mm V.P. Sewer Aband'd
450mm V.P. Sewer Aband'd
360
Net
works
360
Net
works
in sa
me
Tre
nch
375mm V.P. San. Sewer
450
mm
V.P. S
an. S
ewer
375mm V.P. San. Sewer
in the same Trench
450mm V.P. San. Sewer and 525mm V.P. Stm. Sewer
1650mm R.C.P. San. Sewer
300mm V.P. San. Sewer Aband'd
750mm C.I. Pipe San. Sewer
375mm V.P. San. Sewer
300mm Conc. Stm. Connection
225mm Conc. Stm. Connection
Outfall
525
mm
V.P. S
tm. S
ewer
450mm V.P. Stm. Sewer
in
Sa
me
Tre
nch
600mm x 900mm E.S.B. Stm. Sewer Aband'd
450mm V.P. Stm. Sewer
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
150mm Water Main
300mm Water Main
750
mm
Gas
Main
300mm Gas Main Aband'd
750mm Gas Main
600mm Gas Main
500mm Gas Main Aband'd
750mm Gas Main
500mm Gas Pumping Main Aband'd
T.H.E.S. Cable
T.H.E.S. Cable
T.H.E.S. Conduit
H.E.P.C. C
able in 750
mm
St. P
ipe
Bell Canada Cable Aband'd
Bell C
anada
Co
nduit
Bell Canada Conduit
Bell Canada Conduit Aband'd
Bell Canada Cable Aband'd
Bell Canada Conduit
Imperial Oil Co. 250mm Pipe
Trans. Northern 250mm Pipe
Sun-Canadian Pipeline 200mm Pipe
RS
Bol
RS
O
HW
Bol
HW
O
HW
Bol
O
HW
LS
LS
RS
HE
LS
O
LS
HW
HW
O
Bol
LS
HE
HW
Bol
HW
HW
HW
LS
Bol
LS
HM
HW
RS
HW
LS
Bol
HW
HE
HE
HW
HW
LS
RS
LS
LS
250 mm Pipeline (Trans. Northern)
250 mm Pipeline (Imperial Oil)
200 mm Pipeline (Sun Oil)
250 mm Pipeline (Trans. Northern)
250 mm Pipeline (Imperial Oil)
200 mm Pipeline (Sun Oil)
Pipeline (Trans. Canada)
Pipeline (Trans. Canada)
450 mm Conc. Stm.Sewer
375 mm Conc. Stm.Sewer
375 mm Conc. Stm.Sewer
300 mm PVC Water Main
300 mm PVC Water Main
300 mm PVC Water Main
78.0
78.0
78.0
78.0
79.0
79.0
79.0
79.0
79.0
79.0
79.0
80.0
81.0
82.0
83.0
193
194
195
196
197
198
199
200
201
202
204
205
206
207
208
210
211
212
213
214
215
216217
218
219220
221
222
223
224
1401
1403
1446
1448
N
DO
N RIV
ER
YAW
KRAP Y
ELLA
V N
OD
OT
PM
AR
STREET LIN
E
STREET LINE
ARE IN METERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
DO
N V
ALLE
Y P
AR
KW
AY N
OR
TH
DO
N V
ALLE
Y P
AR
KW
AY S
OU
TH
PROPERTY LINE
DON & WATERFRONT WET WEATHER FLOW SYSTEM
AR
1078-2014-02-211
17ECS-MI-04DC
CIVIL
JK
COXWELL BYPASS TUNNEL
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE: HORIZONTAL 1:400
DRAFTING: CHECK:
DRAWING
NUMBER:
DGC CONTRACT No.
Water
MANAGEMENT MAJOR INFRASTRUCTURE
DIRECTOR, DESIGN & CONSTRUCTION,
BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.
DIRECTOR, WATER INFRASTRUCTURE
ENGINEERING & CONSTRUCTION SERVICES
(CLOSED)
EASTERN AVENUE
0 4 102 20
SCALE 1:400
METER METERS
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
4SUN/4QUE - EROSION AND SEDIMENT CONTROL PLAN
C99
78.26
79.56
79.27 78.52
78.08
ACCESS ROAD
972.102OPSD SWING GATEDOUBLE 6m WIDE
TRUCK MUD MAT
TREATMENT TANKDEWATERING
SEWEREXISTING SANITARYPUMPED TO DISCHARGE DEWATERING
4SUN&4QUE
HOARDINGCONSTRUCTION LIMIT OF
6.3m I.D. COXWELL BYPASS TUNNEL
0 SEP 2017 ISSUED FOR TENDER DGC
SEPTEMBER 2017
SUNLIGHT PARK ROAD
(REFER TO C84)CONSTRUCTION HOARDINGINSTALL SILT FENCE ALONG
(REFER TO C84)ACCESS ROADINSTALL SILT FENCE ALONG
TRCA REGULATION LIMIT
TR
CA R
EG
ULATIO
N LIMIT
EASTERN AVENUE
SANITARY SEWER OFF SITE.CODE 681-2, TABLE 1, PRIOR TO DISCHARGE TO BY-LAW DISCHARGE LIMITATIONS, TORONTO MUNICIPAL TREATED TO MEET CITY OF TORONTO SEWER USE WATER PUMPED FROM SHAFT AND TUNNEL TO BE 6.
RELEASE TO THE NATURAL ENVIRONMENT.SITE CONDITIONS CHANGE TO PREVENT SEDIMENT STATIC AND MAY NEED TO BE UPGRADED / AMENDED AS THE ESC STRATEGIES OUTLINES ON THE PLANS ARE NOT 5.
ADMINISTRATOR.ONLY UPON DIRECTION FROM THE CONTRACT SILTATION AND EROSION CONTROLS TO BE REMOVED 4.
TRCA.WATERCOURSES PERMIT (O.REG. 166/06) ISSUED BY WITH WETLANDS AND ALTERATION TO SHORELINES AND INFRACTION OF THE DEVELOPMENT, INTERFERENCE CONTACT TRCA ENFORCEMENT OFFICER IN CASE OF AN BE ALTERED OR CEASED. HE/SHE WILL IMMEDIATELY NECESSARY AND ORDER INAPPROPRIATE ACTIVITES TO WILL HAVE THE AUTHORITY TO STOP WORK AS MAY NEGATIVELY IMPACT NATURAL ENVIRONMENT AND WILL MONITOR ALL CONSTRUCTION ACTIVITIES THAT OF THE CONTRACTOR.THE CONTRACT ADMINISTRATOR ON-SITE MONITORING THE CONSTRUCTION ACTIVITIES THE CONTRACT ADMINISTRATOR WILL BE REGULARLY 3.
DETAILS.REFER TO DRAWING C82 FOR SEDIMENT CONTROL 2.
CONFLICT WITH EXISTING SERVICES.ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONNECTION POINTS AND MATERIAL TYPE TO BE FOR DAMAGE OR RESTORATION TO SAME. ALL AND STRUCTURES AND SHALL ASSUME ALL LIABILITY SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES UTILITY COMPANIES CONCERNED. THE CONTRACTOR CONSULTING THE APPROPRIATE AUTHORITIES OR SUCH SERVICES, UTILITIES AND STRUCTURES BY CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL STRUCTURES ARE NOT GUARANTEED. THE THE LOCATION OF SUCH SERVICES, UTILITIES AND DRAWING(S) THE COMPLETENESS AND ACCURACY OF UTILITIES ARE SHOWN AND WHERE SHOWN ON THE APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES AND MUNICIPAL SERVICES, UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND 1.
GENERAL NOTES
SEE C82DEWATERING SILT POND TREATMENT TANK, SUMP TO BE PUMPED INTO
1
1
1 NOV 2017 DGCISSUED FOR ADDENDUM 1
TO
RO
NT
O CIT
Y
PR
OVIN
CE O
F O
NT
ARIO MINIS
TE
R O
F E
NE
RG
Y A
ND INFR
ASTR
UC
TU
RE
GENERIC HO
LDINGS INC
Concrete Curb
Steel Truss on Bridge
East
Limit of
Don
Valle
y
Park
way
EASE
MENT
West
Limit of
Do
n
Channel
Co
n. S
ea
wall E
/S. o
f
Channel
1A
1B
1C
1
155
T
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
T
T
T
T
LS
LS
LS
LS
T
LS
LS
LS
LS
LSLS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
U/C/
2012
PARKING
300mm Conc. Stm. Connection
225mm Conc. Stm. Connection
Outfall
450mm V.P. Stm. Sewer
300
mm
V.P. S
tm. S
ewer
Aband'd
225mm C.P. Stm. Connection
600mm x 900mm E.S.Br. Sewer Aband'd
300mm V.P. Stm. Sewer Aband'd
600mm x 900mm E.S.B. Stm. Sewer Aband'd
1350mm R.C.P. Stm. Sewer
525mm V.P. Stm. Sewer
1350mm Monolithic Concrete Stm. Sewer
1200mm R.C.P. Stm. Sewer
750mm R.C.P. Stm. Sewer
450mm V.P. Stm. Sewer
750mm R.C.P. Stm. Sewer
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
B
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
West
Limit of
Do
n
Channel
Co
n. S
ea
wall E
/S. o
f
Channel
Bollard Lig
ht
Concrete Island
Co
n. R
et. W
all
Concrete Curb
Steel Truss on Bridge
East
Limit of
Don
Valle
y
Park
way
Chain Link Fence
EASE
MENT
300mm Conc. Stm. Connection
225mm Conc. Stm. Connection
Outfall
525
mm
V.P. S
tm. S
ewer
450mm V.P. Stm. Sewer
in
Sa
me
Tre
nch
225mm C.P. Stm. Connection
600mm x 900mm E.S.B. Stm. Sewer Aband'd
450mm V.P. Stm. Sewer
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
West
Limit of
Do
n
Channel
Co
n. S
ea
wall E
/S. o
f
Channel
Bollard Lig
ht
Concrete Island
RS
Bol
RS
O
HW
Bol
HW
O
HW
Bol
O
HW
LS
LS
RS
HE
LS
O
LS
HW
HW
O
Bol
LS
HE
HW
Bol
HW
HW
HW
LS
Bol
LS
HM
HW
RS
HW
LS
Bol
HW
HE
HE
HW
HW
LS
RS
LS
LS
193
194
195
196
197
198
199
200
201
202
204
205
206
207
208
210
211
212
213
214
215
216217
218
219220
221
222
223
224
1401
1403
1446
1448
N
DO
N RIV
ER
YAW
KRAP Y
ELLA
V N
OD
OT
PM
AR
STREET LIN
E
STREET LINE
ARE IN METERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
DO
N V
ALLE
Y P
AR
KW
AY N
OR
TH
DO
N V
ALLE
Y P
AR
KW
AY S
OU
TH
PROPERTY LINE
DON & WATERFRONT WET WEATHER FLOW SYSTEM
AR
1078-2014-02-212
17ECS-MI-04DC
C100
CIVIL
JK
COXWELL BYPASS TUNNEL
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE: HORIZONTAL 1:400
DRAFTING: CHECK:
DRAWING
NUMBER:
DGC CONTRACT No.
Water
MANAGEMENT MAJOR INFRASTRUCTURE
DIRECTOR, DESIGN & CONSTRUCTION,
BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.
DIRECTOR, WATER INFRASTRUCTURE
ENGINEERING & CONSTRUCTION SERVICES
(CLOSED)
EASTERN AVENUE
0 4 102 20
SCALE 1:400
METER METERS
REMOVE ACCESS GATE
EXISTING CONDITIONSRESTORE TO MATCH
AREA WITH SODRESTORE GRASS
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
SILT FENCEHOARDING AND CONSTRUCTION REMOVE
EASTERN AVENUE
4SUN/4QUE - RESTORATION PLAN
4SUN/4QUE
6.3m I.D. COXWELL BYPASS TUNNEL
0 SEP 2017 ISSUED FOR TENDER DGC
SEPTEMBER 2017
SUNLIGHT PARK ROAD
TRCA REGULATION LIMIT
TR
CA R
EG
ULATIO
N LIMIT
REPLACE CURB AND SIDEWALK
INFORMATIONREFER TO DRAWING L4 FOR LANDSCAPE RESTORATION 6.
T-310.010-4REPLACE ALL COMBINED CURBS AND SIDEWALKS AS PER 5.
AREAS AFFECTED BY THE WORKSIDEWALKS, DRIVEWAYS, ROADWAYS AND GRASSED CONTRACTOR SHALL RESTORE ALL DAMAGED CURBS, 4.
RESTORE SITE TO MATCH EXISTING GRADE.3.
REFER TO DRAWING G11 FOR GENERAL NOTES.2.
CONFLICT WITH EXISTING SERVICES.ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONNECTION POINTS AND MATERIAL TYPE TO BE FOR DAMAGE OR RESTORATION TO SAME. ALL AND STRUCTURES AND SHALL ASSUME ALL LIABILITY SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES UTILITY COMPANIES CONCERNED. THE CONTRACTOR CONSULTING THE APPROPRIATE AUTHORITIES OR SUCH SERVICES, UTILITIES AND STRUCTURES BY CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL STRUCTURES ARE NOT GUARANTEED. THE THE LOCATION OF SUCH SERVICES, UTILITIES AND DRAWING(S) THE COMPLETENESS AND ACCURACY OF UTILITIES ARE SHOWN AND WHERE SHOWN ON THE APPROXIMATE ONLY. NOT ALL MUNICIPAL SERVICES AND MUNICIPAL SERVICES, UTILITIES AND STRUCTURES ARE THE LOCATION OF ALL UNDER/ABOVE GROUND 1.
GENERAL NOTES
1
1
1 NOV 2017 DGCISSUED FOR ADDENDUM 1
250 mm Pipeline (Trans. Northern)
250 mm Pipeline (Imperial Oil)
200 mm Pipeline (Sun Oil)
250 mm Pipeline (Trans. Northern)
250 mm Pipeline (Imperial Oil)
200 mm Pipeline (Sun Oil)
Pipeline (Trans. Canada)
Pipeline (Trans. Canada)
450 mm Conc. Stm.Sewer
375 mm Conc. Stm.Sewer
375 mm Conc. Stm.Sewer
300 mm PVC Water Main
300 mm PVC Water Main
300 mm PVC Water Main
West
Limit of
Do
n
Channel
Co
n. S
ea
wall E
/S. o
f
Channel
124
180
LS
T
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
199
200
201
202
204
205
206
207
208210
211
212
213
214
215
216217
218
219220
221
222
223
1401
1403
1446
1448
0+998
0+998
1+000
1+025
1+050
1+075
1+100
1+125
1+130
LD-BD-06
LD-BSR-08
DON & WATERFRONT WET WEATHER FLOW SYSTEM
COXWELL BYPASS TUNNEL
PLAN & PROFILE
JK
N
ARE IN METERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
TORONTO CITY
TORONTO CITY
DO
N RIV
ER
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE: HORIZONTAL 1:500 VERTICAL 1:200
DRAFTING: CHECK:
DRAWING
NUMBER:
CONTRACT No.
Water
MANAGEMENT MAJOR INFRASTRUCTURE
DIRECTOR, DESIGN & CONSTRUCTION
BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.
DIRECTOR, WATER INFRASTRUCTURE
ENGINEERING & CONSTRUCTION SERVICES
ADIT TUNNEL
6.3m I.D. COXWELL BYPASS TUNNEL
AND ADIT TUNNELALONG CENTRELINE OF DEAERATION TUNNELEXISTING GROUND PROFILE
1078-2014-02-213 C101
AR DGC
DON