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LINESOUTH STREET
LINESTREET NORTH
LINESTREET NORTH
LINESTREET SOUTH
LIN
E
ST
RE
ET
WE
ST
LIN
E
ST
RE
ET
WE
ST
LIN
E
ST
RE
ET
EA
ST
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
1 05/11/18 A.B.ISSUED FOR TENDER
ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
R
R R
R
R
2 06/21/18 A.B.ADDENDUM 1
300 mm C.l. Water Main
Telecommunication (Bell)
300 mm C.l. Water Main
32 mm PE IP Gas Main (Enbridge)
Telecommunication (Bell)
Toronto Hydro
Telecommunication (Rogers)
150 mm D.I. Water MainTelecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Rogers)
900 mm Conc.Stm.
900 mm Conc.Stm.
1050 mm Conc.Stm.
750 mm Conc.Stm.
750 mm Conc.Stm.
1200 mm Conc.Stm.
1050 mm Conc.Stm.
260 x 260 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
Toronto Hydro
260 x 260 mm (W x H)Toronto Hydro Ductbank
410 x 260 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
260 x 260 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
Toronto Hydro
Toronto Hydro
Toronto Hydro
Telecommunication (Bell)
Conc.Stm.
Stm.
Telecommunication (Bell)
Toronto HydroTelecommunication (Bell)
Toronto Hydro
Telecommunication (Bell)
Stm.
Stm.
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Rogers)
32 mm PE IP Gas Main (Enbridge)
Stm.
Stm.
Stm.
150 mm D.I. Water Main
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Bell)
HydroOne
HydroOne
Toronto Hydro
Stm.
(Cogeco)Fibre Optic
HydroToronto
(Rogers)Telecommunication
Main (Enbridge)32 mm PE IP Gas
Main (Enbridge)32 mm PE IP Gas
(Rogers)Telecommunication
(Rogers)Telecommunication
(Bell)Telecommunication
(Cogeco)Fibre Optic
Conc.Stm.300 mm
(W x H)560 x 410 mm DuctbankToronto Hydro
(W x H)410 x 260 mm DuctbankToronto Hydro
150 mm D.I. Water Main
(W x H)410 x 260mm
DuctbankToronto Hydro
(W x H)560 x 410 mm
DuctbankToronto Hydro
(W x H)410 x 260mm
DuctbankToronto Hydro
(W x H)560 x 410 mm
DuctbankToronto Hydro
900 mm Conc.Stm.
Telecommunication (Rogers)
(W x H)410 x 260mm
DuctbankToronto Hydro
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
STATION
ELEVATION
EXISTING CROWN
GEODETIC DATUM
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
SURVEY(Year)
Engineering & Construction Services
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
18-01273_WM.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
NO
RWIN S
T
DREWRY AVE
TH
ER
ES
A A
VE
GA
RD
ENIA C
RT
SWIS
S C
RT
DREWRY AVE
SU
NF
OR
ES
T C
RT DALLAS RD
CHARLTON BLVD CHARLTON BLVD
NEWTONBROOK BLVD
HIL
DA A
VE
BU
RK
E S
T
FAIRCHILD AVE
CAINES AVE
ST
GR
AN
TB
RO
OK
CA
RN
EGIE C
RT
TEFLEY RD
HIL
DA A
VE
CRESCALDERON
HOLITA RD
GR
AN
TB
RO
OK S
T
HENDON AVEC
AR
NE
Y R
DS
ABE
R C
RT
ALT
AM
ON
T R
D
BLAKE AVE
RO
UTLIF
FE L
AN
E
FINCH AVE W
BEVDALE RD
EDIT
HV
ALE D
R
FINCH AVE W
HENDON AVE
TIGERLILY CRT
BLAKE AVE
GASLIGHT CRT
HA
LC
YO
N L
AN
E
KE
NSIN
GT
ON A
VE
EL
MVIE
W A
VE
MA
DE
LIN
E R
D
TA
LB
OT R
D
AVEDEVONDALE
WA
YE
NG
LIS
H G
AR
DE
N
TA
LB
OT R
D
LO
RR
AIN
E D
R
RD
SE
NL
AC
DR
YO
RK
VIE
W
18-01273_MAP.dgn (2017)
18-01273-00118-01273-00218-01273-00318-01273-00418-01273-00518-01273-006
250 mm Ac.San.
250 mm Ac.San.
250 mm Ac.San.
300 mm Ac.San.
350 mm Ac.San.
250 mm Ac.San.
250 mm Ac.San.
150
200
300
300
150
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CHARLTON BOULEVARD
1 OF 6
CHARLTON BOULEVARDFROM TALBOT ROAD TO GRANTBROOK STREET
200 mm WATERMAIN REPLACEMENT
ST
A. 1
+20
ST
A. 1
+20
18ECS-LU-07SUB.A./D.F.
ST
RE
ET
GR
AN
TB
RO
OK
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
A.B.
HORIZONTAL 1:200 VERTICAL 1:100
180.00 m
185.00 m
190.00 m
200.00 m200.00 m
195.00 m
190.00 m
185.00 m
180.00 m
195.00m
SE
E D
RA
WIN
G 1
8-0
1273-0
02
18-01273-001
- SEE DRAWING 18ECS-LU-07SU_G3 FOR GENERAL NOTES
- SEE DRAWING 18ECS-LU-07SU_G4 FOR DETAILS
NUMBER SIZE (DIAMETER)
300 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
200 mm
150 mm
V.B. NO. 10 150 mm
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL : *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
ST AND TALBOT RD TO BE REMOVED IN
FROM STA. 0+00 TO STA. 8+16, GRANTBROOK
EXIST. ASPHALT CONTAINING ASBESTOS
JUNE 21, 2018
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
T.V.A
T.V.B
V.B. NO. 8
T.V.C
V.B. NO. 9
N 4 8
48 8
52
E 310 274
N 4 8
48 7
92
E 310 151
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
Conc. Curb
Conc. Curb
WV
WV4019990
WV4012
828
WV4014803
150mm San
250mm Stm
100mm Stm
150mm Stm
WSWS
WS
WS
WSWS
WS Stm
250mm San
150mm Stm
250mm Stm
250mm
Stm150mm
Stm150mm
Stm150mm
Stm150mm
San150mm
Stm150mm
Stm100mm
Stm300mm
Stm200mm
San150mm
WS Stm250mm
WS WS Stm200mm
WSWSWS
WV
WV
WV
WV WV
ASBU
ESM
ESM
ASBU
TOTSTOTS
400
CI A
CT
V
ASBU
ASBU
Grass
Grass
Asph
Grass
RS
Asph
BT Pedestal
TWW
WV
Asph
Brick
Grass
Grass
Asph
Brick
Grass
Grass
WV
BT Pedestal
Grass
Grass
Asph
Grass Grass
Grass
WV
Grass
WV
WV
Grass
Grass
Grass
Asph
LS
TS
Grass
Asph
GrassAsph
RS
Asph
TWW
Asph
Asph
Asph
Grass
Grass
LS
LS
RS
Grass
TWW
Asph
Grass
Grass
Grass
LS
Asph
WV
Grass
E
Grass
Grass
Grass
HCP
Asph
Grass
BT Pedestal
Asph
WV
Asph
RSGrass
Asph
Private LS
Grass
Grass
Asph
HCP
Brick
Grass
Grass
GrassGrass
Asph
HYD
Private LS
Grass
Asph
Grass
Grass
GrassAsph
Brick
Grass
N
DuctbankCable and
SITE)(TO BE VERIFIED ON EX. WS - 19mm COPPER
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
SITE)BE VERIFIED ON AND MATERIAL (TO UNKNOWN SIZE EX. WS -
SITE)(TO BE VERIFIED ON COPPEREX. WS - 16mm
(TO BE VERIFIED ON SITE)UNKNOWN SIZE AND MATERIAL EX. WS -
103
101
9995
93
97
100 9894
96
110
102104
112
113111
105
150mm CI Water Main
1050mm Conc. Stm Sewer
250mm San Sewer
Sewer
300mm San
750mm Conc. Stm Sewer 750mm Conc. Stm SewerSewer1050mm Conc. Stm
250mm San Sewer
900mm Conc. Stm Sewer
N
189.2
62
189.179
189.0
48
188.8
87
188.7
37
188.5
72
188.5
55
188.5
30
188.5
59
188.6
03
188.6
52
188.7
02
188.7
27
0+74.2
0
0+24.2
6
0+07.6
6
0+08.9
9
0+11.3
0
0+14.3
6
0+15.6
3
0+23.0
2
0+19.2
3
0+00
0+10
0+20
0+30
0+40
0+50
0+60
0+70
0+80
0+90
1+00
1+10
1+20
I.E. 185.724 (SE)
I.E. 186.264 (W)
I.E. 185.981 (E)
I.E. 185.921 (SW)
I.E. 185.980 (E)
I.E. 186.290 (W)
I.E. 188.200 (N)
I.E. 185.534 (SE)
I.E. 185.684 (W)
I.E. 185.595 (E)
I.E. 185.505 (SW)
I.E. 185.057 (SW)
I.E. 184.627 (S) I.E. 186.240 (NW)
I.E. 186.419 (N)
I.E. 186.349 (SE) I.E. 187.141 (N) AS BUILT
I.E. 185.037 (NE/N)
I.E. 185.376 (S) AS BUILT
I.E. 185.467 (NE) AS BUILT
I.E. 185.478 (NW) AS BUILT
I.E. 187.338I.E. 187.110
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 AND GRANTBROOK ST TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
O.E. 188.95
O.E. 188.63
I.E. 188.08
I.E. 188.08
CENTRELINE OF ROAD
EXISTING GRADE AT RIM
189.134
SA
N
MA
NH
OL
E
RIM
189.137
SA
N
MA
NH
OL
E
RIM
189.0
01
SA
N
MA
NH
OL
E
RIM
188.5
44
ST
M
MA
NH
OL
E
RIM
188.5
68
ST
M
MA
NH
OL
E
RIM
188.5
05
ST
M
MA
NH
OL
E
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (R
oger)
Tele
co
mm
unic
atio
n (R
oger)
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
Tele
co
mm
unic
atio
n (B
ell)
Tele
co
mm
unic
atio
n (B
ell)
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
VA
LV
E
RIM
189.0
59
ST
M
MA
NH
OL
E
RIM
189.0
00
ST
M
MA
NH
OL
E
CB
LE
AD
CB
LE
AD
Tele
co
mm
unic
atio
n (B
ell)
Fibre
Optic
s(R
ogers)
Hy
dro
One
Cable and
Ductbank
250mm Con. San Sewer
0+00
0+20
0+40
0+60
0+80
1+00
1+20
PROP. 200mm DIA. PVC W/M
LIM
IT O
F C
ON
ST
RU
CTIO
N
(TO BE ABANDONED)
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
ABANDON EX. WM.PLUG AND
CASE 'A' PER T-708.01-4 INSULATION AS
INSTALL
REQUIRED)EXTENSION (MIN. 0.6m HYD. BELOW EX. WM. CLEARANCE 0.3m VERT. MAINTAIN A MIN. HYD. LEAD TO DEFLECT PROP. (T-1105.01) PROP. HYDRANT
CASE 'A'T-708.01-4 AS PER INSULATION INSTALL
300mm OFF 200mm TEE
0.6 m
0.7 m
0.6 m
0.5 m
BEND BEND VERT.
BEND
COPPER WS. PROP. MIN. 19mm
ABANDONED)(TO BE
GRANTBROOK ST TO TALBOT RD DIRECTION EASTBOUND FROM
WATER SOURCE LOCATION FLOW
VALVE300mm INSERTION
BENDS
0.6 m
1NO. VB.
SPECIFICATIONS MANUFACTURERS
TO EXCEED DEFLECTION NOT
JOINTHORIZONTAL PIPE
CONSTRUCTION
LIMIT OF
CONSTRUCTION
LIMIT OF
WS. IF REQUIREDPROP. MIN. 19mm COPPER
PER T-708.01-4 CASE 'A'INSTALL INSULATION AS
SPECIFICATIONS MANUFACTURERS NOT TO EXCEED
JOINT DEFLECTIONHORIZONTAL PIPE
CASE 'A'T-708.01-04 AS PER INSULATION INSTALL
0.8 m
0.6 m
2.3 m
VALVE& 150mm ANCHOR TEE 200mm 150mm OFF
SLEEVE AND 200mm VALVE WATERMAIN WITH 300mm TAPPING
CONNECT TO EXISTING 300mmSTREET CONNECTION
NO.2VB.
T.V.A NO. 3VB.
(MIN.)1.8 m
(TO BE ABANDONED)
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
0.5 mMIN.
0.5 mMIN.
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 2
00 m
m A
NC
HO
R
0.5 mMIN.
CR
OS
S E
X. 900
mm S
TO
RM
1.9 m
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
AN
D V
AL
VE B
OX N
o.3
200
mm G
ATE V
AL
VE
(AN
D V
AL
VE B
OX N
o. 2)
AN
D 2
00
mm V
AL
VE
300
mm T
AP
PIN
G S
LE
EV
E
SPECIFICATIONSMANUFACTURER'S DEFLECTION NOT TO EXCEED VERTICAL PIPE JOINT
1 m
AN
D V
AL
VE B
OX T.V.A
200
mm T
EM
PO
RA
RY V
AL
VE
CH 1
BH 1
CH B
CH A
TH 4
TH 1
LINESTREET SOUTH
LINESTREET NORTH
LINESTREET NORTH
LINESTREET SOUTH
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
1 05/11/18 A.B.ISSUED FOR TENDER
ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
R
R
R
A.B.06/21/182 ADDENDUM 1
Toronto Hydro Toronto Hydro
Telecommunication (Rogers)
750 mm Conc.Stm.
750 mm Conc.Stm.
410 x 260 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
410 x 260 mm (W x H)Toronto Hydro Ductbank
Conc.Stm.
Stm.
Stm.
Telecommunication (Bell)
Toronto HydroTelecommunication (Rogers)
Telecommunication (Bell)
32 mm PE IP Gas Main (Enbridge)
Toronto Hydro
Stm.
Stm.
Telecommunication (Bell)
Toronto Hydro
Toronto Hydro
260 x 260 mm (W x H)Toronto Hydro Ductbank
(Rogers)Telecommunication
(Bell)Telecommunication
Main (Enbridge)32 mm PE IP Gas
(W x H)410 x 260 mm DuctbankToronto Hydro
(Rogers)Telecommunication
(Bell)Telecommunication
Main (Enbridge)32mm PE IP Gas
Conc.Stm.750 mm
Main150 mm D.I. Water
Water Main150 mm D.I.
(Bell)Telecommunication
(Rogers)Telecommunication
x H)410 x 260 mm (W DuctbankToronto Hydro
x H)260 x 260 mm (W
DuctbankToronto Hydro
(W x H)560 x 410 mm
DuctbankToronto Hydro
(W x H)260 x 260 mm
DuctbankToronto Hydro
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
SURVEY(Year)
Engineering & Construction Services
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
18-01273_WM.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
NO
RWIN S
T
DREWRY AVE
TH
ER
ES
A A
VE
GA
RD
ENIA C
RT
SWIS
S C
RT
DREWRY AVE
SU
NF
OR
ES
T C
RT DALLAS RD
CHARLTON BLVD CHARLTON BLVD
NEWTONBROOK BLVD
HIL
DA A
VE
BU
RK
E S
T
FAIRCHILD AVE
CAINES AVE
ST
GR
AN
TB
RO
OK
CA
RN
EGIE C
RT
TEFLEY RD
HIL
DA A
VE
CRESCALDERON
HOLITA RD
GR
AN
TB
RO
OK S
T
HENDON AVEC
AR
NE
Y R
DS
ABE
R C
RT
ALT
AM
ON
T R
D
BLAKE AVE
RO
UTLIF
FE L
AN
E
FINCH AVE W
BEVDALE RD
EDIT
HV
ALE D
R
FINCH AVE W
HENDON AVE
TIGERLILY CRT
BLAKE AVE
GASLIGHT CRT
HA
LC
YO
N L
AN
E
KE
NSIN
GT
ON A
VE
EL
MVIE
W A
VE
MA
DE
LIN
E R
D
TA
LB
OT R
D
AVEDEVONDALE
WA
YE
NG
LIS
H G
AR
DE
N
TA
LB
OT R
D
LO
RR
AIN
E D
R
RD
SE
NL
AC
DR
YO
RK
VIE
W
18-01273_MAP.dgn (2017)
18-01273-00118-01273-00218-01273-00318-01273-00418-01273-00518-01273-006
250 mm Ac.San.
250 mm Ac.San.
150
200
300
300
150
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CHARLTON BOULEVARD
ST
A. 2
+70
ST
A. 2
+70
2 OF 6
CHARLTON BOULEVARDFROM TALBOT ROAD TO GRANTBROOK STREET
200 mm WATERMAIN REPLACEMENT
ST
A. 1+20
ST
A. 1+20
18ECS-LU-07SUB.A./D.F. A.B.
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
HORIZONTAL 1:200 VERTICAL 1:100
180.00 m
185.00 m
190.00 m
195.00 m
200.00 m
180.00 m
185.00m
190.00 m
195.00 m
200.00 m
SE
E D
RA
WIN
G 1
8-0
1273-0
03
SE
E D
RA
WIN
G 1
8-0
1273-0
01
18-01273-002
- SEE DRAWING 18ECS-LU-07SU_G3 FOR GENERAL NOTES
- SEE DRAWING 18ECS-LU-07SU_G4 FOR DETAILS
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL : *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
ST AND TALBOT RD TO BE REMOVED IN
FROM STA. 0+00 TO STA. 8+16, GRANTBROOK
EXIST. ASPHALT CONTAINING ASBESTOS
JUNE 21, 2018
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
NUMBER SIZE (DIAMETER)
300 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
200 mm
150 mm
V.B. NO. 10 150 mm
T.V.A
T.V.B
V.B. NO. 8
T.V.C
V.B. NO. 9
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
N 4 8
48 8
97
E 310 420
N 4 8
48 8
29
E 310 294
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
Conc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
Brick
WK
WK
WV4020000
150mm San 150mm San
150mm San
150mm San
150mm San
150mm Stm150mm San150mm San100mm Stm
100mm Stm 150mm Stm
150mm Stm
150mm Stm
150mm Stm
150mm Stm
100mm Stm
150mm Stm
150mm San
WS
WSWS
WSWS
WS
WSWS
WSWS
WS
WS
WS
WS
WS 150mm San
WSWS
San150mm
Stm150mm
Stm100mm
San150mm
Stm150mm
San150mm
Stm200mm
Stm150mm
San150mm
Stm150mm
Stm100mm
San150mm
Stm200mm
Stm100mm San
150mm
Stm100mm
San150mm Stm
200mm San150mm
Stm150mm Stm
150mm Stm100mm
San150mm150mm San
San150mm
Stm150mm
Stm100mm
WS
WV
WS
ASBU
ESM
ESM
ASBU
TOTSTOTS
400
CI A
CT
V
ASBU
ASBU
Asph
Grass
Grass
Grass
Asph
WV
Brick
WV
Grass
WV
Asph
WV
Asph Grass
Grass
Grass
Asph
Asph
Brick
Asph
BT Pedestal Asph
Grass Asph
Grass
Asph
Grass
WV
Grass
WV
Grass
Asph
Grass
Grass
Asph
Grass
Asph
Con
WV
Grass
TOP
Asph
Grass
Grass
Brick
Grass
Grass
Asph
Grass
Con
Asph
TOP
Asph Grass
Asph
Brick
Grass
Grass
Grass
Asph
Asph
Con
BT Pedestal
Asph
Asph
Asph
WV
Grass
HCP
Asph
Grass
HCP
Grass
Grass
Grass
Asph
Grass
WV
Grass
Con
Grass Asph
Grass
Grass
Grass
Asph
Asph
WV
Grass
Grass
WV
Asph Grass
Asph
Grass
Asph
Grass
WV
Grass
Asph
Asph
WV
WV
WV
GrassAsph
Grass
Asph
Grass
Grass
Grass
Asph
HYD
Grass
PedestalBT
PedestalBT
Grass
N
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
(TO BE VERIFIED ON SITE)UNKNOWN SIZE AND MATERIAL EX. WS -
91 89 87 8385
79
81
77
75
78 7674
80
82
84
86
889092
150mm CI Water Main
250mm San Sewer250mm San Sewer
750mm Conc. Stm Sewer750mm Conc. Stm Sewer
750mm Conc. Stm Sewer
N
188.7
27
188.7
99
188.8
70
188.9
23
188.9
66
189.0
12
189.0
65
189.120
189.181
189.2
14
189.2
58
189.3
13
189.3
57
189.3
69
189.4
25
189.4
73
1+80.10
2+09.2
5
1+20
1+30
1+40
1+50
1+60
1+70
1+80
1+90
2+00
2+10
2+20
2+30
2+40
2+50
2+60
2+70
I.E. 186.296 (E)
I.E. 186.266 (W)
I.E. 186.474 (E)
I.E. 186.444 (W)I.E. 185.850 (E)
I.E. 185.770 (E) I.E. 186.310 (E)I.E. 186.260 (W)
I.E. 187.662
I.E. 187.435
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 AND GRANTBROOK ST TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
CENTRELINE OF ROAD
EXISTING GRADE AT
RIM
188.7
06
SA
N
MA
NH
OL
E
RIM
189.2
54
SA
N
MA
NH
OL
E
RIM
188.8
50
ST
M
MA
NH
OL
E
RIM
189.3
10
ST
M
MA
NH
OL
E
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
VA
LV
E
CB
LE
AD
CB
LE
AD
1+20
1+40
1+60
1+80
2+00
2+20
2+40
2+60
PROP. 200mm DIA. PVC W/M
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
CASE 'A'T-708.01-04 AS PER INSULATION INSTALL
0.6 m
0.6 m
CASE 'A' PER T-708.01-4 INSULATION AS
INSTALL
ABANDONED)(TO BE
ABANDONED)(TO BE
CASE 'A'T-708.01-4 AS PER INSULATION INSTALL
0.6 m
0.6 m
BELOW GRADE (TYP.)VALVE BOX TO 1.2m PROP. WM. REMOVE CONSTRUCTION OF AFTER CLOSED POSITION LEAVE EX. VALVE IN CONTRACTOR TO
WS. IF REQUIREDPROP. MIN. 19mm COPPER
EXTENSION REQUIRED)EX. WM. (MIN. 0.6m HYD. VERT. CLEARANCE BELOW TO MAINTAIN A MIN. 0.3m DEFLECT PROP. HYD. LEAD PROP. HYDRANT (T-1105.01)
SPECIFICATIONSMANUFACTURERS NOT TO EXCEED JOINT DEFLECTION HORIZONTAL PIPE
SPECIFICATIONSMANUFACTURERS NOT TO EXCEED JOINT DEFLECTION HORIZONTAL PIPE
CASE 'A' T-708.01-4
AS PER INSULATION
INSTALL
VALVE TEE & 150mm 200mm ANCHOR 150mm OFF
0.9 m
0.9 m
0.8 m
VB. NO. 4
(MIN.)1.8 m
(TO BE ABANDONED)
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
0.5 mMIN. 0.5 mMIN.
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 2
00 m
m A
NC
HO
R
(MIN.)1.8 m
2.2 m
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
AN
D V
AL
VE B
OX N
o.4
200
mm G
ATE V
AL
VE
SPECIFICATIONSMANUFACTURER'S DEFLECTION NOT TO EXCEED VERTICAL PIPE JOINT
CH 3
BH 3
BH 2
CH 2
LINESTREET SOUTH
LINESTREET NORTH
LINESTREET NORTH
LINESTREET SOUTH
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
1 05/11/18 A.B.ISSUED FOR TENDER
ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
R
R
2 06/21/18 A.B.ADDENDUM 1
150 mm D.I. Water Main
150 mm D.I. Water Main
Toronto Hydro
Telecommunication (Bell)
Telecommunication (Rogers)Toronto Hydro
750 mm Conc.Stm.
675 mm Conc.Stm.
675 mm Conc.Stm.
410 x 260 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
Toronto Hydro
Conc.Stm.
Telecommunication (Bell)
Toronto Hydro
Stm.
Stm.
150 mm D.I. Water Main
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Bell)
Telecommunication (Rogers)
Toronto Hydro
Stm.
Stm.
Telecommunication (Rogers)Telecommunication (Bell)
Telecommunication (Bell)
560 x 410 mm (W x H)Toronto Hydro Ductbank
260 x 260 mm (W x H)Toronto Hydro Ductbank
260 x 260 mm (W x H)Toronto Hydro Ductbank
(Rogers)Telecommunication
(Bell)Telecommunication
Main (Enbridge)32 mm PE IP Gas
(W x H)560 x 410 mm DuctbankToronto Hydro
(W x H)410 x 260 mm DuctbankToronto Hydro
(Enbridge)32 mm PE IP Gas Main
(W x H)260 x 260mm Toronto Hydro Ductbank
410 x 260 mm (W x H)Toronto Hydro Ductbank
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
SURVEY(Year)
Engineering & Construction Services
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
NO
RWIN S
T
DREWRY AVE
TH
ER
ES
A A
VE
GA
RD
ENIA C
RT
SWIS
S C
RT
DREWRY AVE
SU
NF
OR
ES
T C
RT DALLAS RD
CHARLTON BLVD CHARLTON BLVD
NEWTONBROOK BLVD
HIL
DA A
VE
BU
RK
E S
T
FAIRCHILD AVE
CAINES AVE
ST
GR
AN
TB
RO
OK
CA
RN
EGIE C
RT
TEFLEY RD
HIL
DA A
VE
CRESCALDERON
HOLITA RD
GR
AN
TB
RO
OK S
T
HENDON AVE
CA
RN
EY R
DS
ABE
R C
RT
ALT
AM
ON
T R
D
BLAKE AVE
RO
UTLIF
FE L
AN
E
FINCH AVE W
BEVDALE RD
EDIT
HV
ALE D
R
FINCH AVE W
HENDON AVE
TIGERLILY CRT
BLAKE AVE
GASLIGHT CRT
HA
LC
YO
N L
AN
E
KE
NSIN
GT
ON A
VE
EL
MVIE
W A
VE
MA
DE
LIN
E R
D
TA
LB
OT R
D
AVEDEVONDALE
WA
YE
NG
LIS
H G
AR
DE
N
TA
LB
OT R
D
LO
RR
AIN
E D
R
RD
SE
NL
AC
DR
YO
RK
VIE
W
18-01273_MAP.dgn (2017)
18-01273_WM.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273-00118-01273-00218-01273-00318-01273-00418-01273-00518-01273-006
250 mm Ac.San.
250 mm Ac.San.
250 mm Ac.San.
150
200
300
300
150
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CHARLTON BOULEVARD
3 OF 6
CHARLTON BOULEVARDFROM TALBOT ROAD TO GRANTBROOK STREET
200 mm WATERMAIN REPLACEMENT
ST
A. 4
+20
ST
A. 2+70
ST
A. 2+70
ST
A. 4
+20
18ECS-LU-07SUB.A./D.F.
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
A.B.
HORIZONTAL 1:200 VERTICAL 1:100
180.00 m
185.00 m
190.00 m
195.00 m
200.00 m
180.00 m
185.00 m
190.00 m
195.00m
200.00 m
SE
E D
RA
WIN
G 1
8-0
1273-0
04
SE
E D
RA
WIN
G 1
8-0
1273-0
02
18-01273-003
- SEE DRAWING 18ECS-LU-07SU_G3 FOR GENERAL NOTES
- SEE DRAWING 18ECS-LU-07SU_G4 FOR DETAILS
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL : *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
ST AND TALBOT RD TO BE REMOVED IN
FROM STA. 0+00 TO STA. 8+16, GRANTBROOK
EXIST. ASPHALT CONTAINING ASBESTOS
JUNE 21, 2018
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
NUMBER SIZE (DIAMETER)
300 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
200 mm
150 mm
V.B. NO. 10 150 mm
T.V.A
T.V.B
V.B. NO. 8
T.V.C
V.B. NO. 9
N 4 8
48 9
41
E 310 568
N 4 8
48 8
72
E 310 438
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
AREATREED
AREATREED
AREATREED
AREATREED
Conc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
WKWK
Asph
Asph
Conc Curb
Conc Curb
Wooden Curb
Wooden Curb
Curb
Wooden
Conc. C
urb
WV4020011
150mm Stm100mm Stm
150mm Stm
150mm Stm 150mm Stm
150mm Stm
100mm Stm
150mm Stm 100mm Stm 150mm Stm
100mm Stm 150mm Stm
150mm Stm
150mm Stm
150mm San
150mm San 150mm San
150mm San
150mm San
150mm San 150mm San 150mm San150mm San
150mm San
150mm San
150mm San
150mm San
WSWSWS
WS
WS
WS
WS
WS
WS
WSWSWS
WSWS
WS
San150mm
WS WS San
150mm Stm
150mm Stm150mm
San150mm
San150mm Stm
150mm
Stm200mm
Stm150mm
San150mm
Stm150mm
Stm150mm
Stm100mm
Stm150mm
Stm150mm
Stm150mm
WSWS
WSWV WV WV
ASBU
ESM
ESM
ASBU
TOTSTOTS
400
CI A
CT
V
ASBU
ASBU
Grass
Grass
BT Pedestal
Grass
WV
Con
GrassAsph
C.L.
Asph
Asph
Asph
Grass
WV
Asph
Con
HYD
Grass
WV
Asph
Grass
C.L.
Grass
Asph
Grass
Grass
Asph
Con
Grass
Grass
Grass
Asph
Grass
Asph
Grass
Asph
WV
WV
Grass
Grass
WV
Grass
WV
Asph
Grass
Grass
Grass
Asph
WV
Asph
Asph
Grass
Grass
WV WV
Asph
Asph
HCP
Con
Grass
Asph
Grass
Asph
HCP
WV
AsphGrass
Asph
Asph
WVAsph
Grass
TWW
Con
Asph
Con
Asph
Grass
Asph
Asph
Grass
WV
WV
Grass
Grass
Grass
Brick
Grass
Grass
BT Pedestal
Grass
ConBrick
Grass
Asph
Grass
Grass
Asph
Brick
Grass
Asph
Con
WV
BT PedestalGrass
GrassAsph
Grass
C.L.
Grass
Grass
Brick
Grass
Grass
BT PedestalAsph
AsphGrass
Con
C.L.
Grass
Grass
Grass
BrickPedestalBT
N
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 25mm
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
ON SITE)(TO BE VERIFIED COPPEREX. WS - 15mm 63 61 59
6567
697173
726870
64
60
62
58 5456
57 55
66
150mm CI Water Main
250mm San Sewer
675mm Conc. Stm Sewer
750mm Conc. Stm Sewer250mm San Sewer
150mm CI Water Main
N
189.4
73
189.4
91
189.5
55
189.6
06
189.6
61
189.7
22
189.7
57
189.8
09
189.8
77
189.9
37
189.9
93
190.0
69
190.107
190.155
190.2
15
190.2
72
3+48.5
2
3+18.7
1
2+70
2+80
2+90
3+00
3+10
3+20
3+30
3+40
3+50
3+60
3+70
3+80
3+90
4+00
4+10
4+20
I.E. 186.948 (E)
I.E. 186.818 (W)
I.E. 187.344 (E)
I.E. 187.114 (W)
I.E. 186.731 (E)
I.E. 186.591 (W)
I.E. 187.144 (E)
I.E. 187.034 (W)
I.E. 188.658
I.E. 188.261
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
CENTRELINE OF ROAD
EXISTING GRADE AT
RIM
189.7
58
SA
N
MA
NH
OL
E
RIM
190.2
24
SA
N
MA
NH
OL
E
RIM
189.8
01
ST
M
MA
NH
OL
E
RIM
190.2
64
ST
M
MA
NH
OL
E
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
Tele
co
mm
unic
atio
n (R
oger)
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
VA
LV
E
CB
LE
AD
CB
LE
AD
2+80
3+00
3+20
3+40
3+60
3+80 4
+00
4+20
PROP. 200mm DIA. PVC W/M
(TO BE ABANDONED)
(TO BE ABANDONED)
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 25mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
REQUIRED)EXTENSION (MIN. 0.6m HYD. BELOW EX. WM. CLEARANCE MIN VERT. MAINTAIN A 0.3m HYD. LEAD TO DEFLECT PROP. (T-1105.01) PROP HYDRANT
VALVE& 150mm ANCHOR TEE 200mm 150mm OFF
VB. NO. 5
CASE 'A' PER T-708.01-4 INSULATION AS
INSTALLABANDONED)(TO BE
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
0.6 m
0.6 m
0.6 m
0.6 m
CASE 'A'PER T-708.01-4 INSULATION AS INSTALL
CASE 'A'PER T-708.01-4 INSULATION AS INSTALL
CASE 'A'T-708.01-4 AS PER INSULATION INSTALL
SPECIFICATIONS MANUFACTURERS
TO EXCEED DEFLECTION NOT
JOINTHORIZONTAL PIPE
0.9 m
0.9 m
(MIN.)1.8 m
(TO BE ABANDONED)
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
0.5 mMIN.
0.5 mMIN.
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 2
00 m
m A
NC
HO
R
(MIN.)1.8 m
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)
AN
D V
AL
VE B
OX N
o.5
200
mm G
ATE V
AL
VE
SPECIFICATIONS MANUFACTURER'S
DEFLECTION NOT TO EXCEEDVERTICAL PIPE JOINT
CH 5
BH 5
BH 4
CH 4
LINESTREET SOUTH
LINESTREET SOUTH
LINESTREET NORTH
LINESTREET NORTH
4+20
4+30
4+40
4+50
4+60
4+70
4+80
4+90
5+00
5+10
5+20
5+30
5+40
5+50
5+60
5+70
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
1 05/11/18 A.B.ISSUED FOR TENDER
ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
R
R
R
R
A.B.06/21/182 ADDENDUM 1
R
R
150 mm D.I. Water Main
Toronto Hydro
Telecommunication (Bell)
Telecommunication (Rogers)
Toronto Hydro675 mm Conc.Stm.
Telecommunication (Bell)
Toronto Hydro
600 mm Conc.Stm.
560 x 410 mm (W x H)Toronto Hydro Ductbank
Toronto Hydro
Toronto Hydro
Stm.
Telecommunication (Bell)
Stm.
Stm.
Stm.
Toronto Hydro
Stm.
Telecommunication (Bell)
Toronto Hydro
Telecommunication (Rogers)
Telecommunication (Bell)
410 x 260 mm (W x H)Toronto Hydro Ductbank
560 x 410 mm (W x H)Toronto Hydro Ductbank
410 x 260 mm (W x H)Toronto Hydro Ductbank
(Enbridge)32 mm PE IP Gas Main
(Rogers)Telecommunication
Main (Enbridge)32 mm PE IP Gas
mm (W x H)410 x 260 DuctbankToronto Hydro
(W x H)260 x 260 mm DuctbankToronto Hydro
(Bell)Telecommunication
(Rogers)Telecommunication (Bell)Telecommunication Main (Enbridge)32mm PE IP Gas
(W x H)260 x 260 mm
DuctbankToronto Hydro
(W x H)410 x 260 mm
DuctbankToronto Hydro
(Rogers)
Telecommunication
600 mm Conc.Stm.
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
SURVEY(Year)
Engineering & Construction Services
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
NO
RWIN S
T
DREWRY AVE
TH
ER
ES
A A
VE
GA
RD
ENIA C
RT
SWIS
S C
RT
DREWRY AVE
SU
NF
OR
ES
T C
RT DALLAS RD
CHARLTON BLVD CHARLTON BLVD
NEWTONBROOK BLVD
HIL
DA A
VE
BU
RK
E S
T
FAIRCHILD AVE
CAINES AVE
ST
GR
AN
TB
RO
OK
CA
RN
EGIE C
RT
TEFLEY RD
HIL
DA A
VE
CRESCALDERON
HOLITA RD
GR
AN
TB
RO
OK S
T
HENDON AVEC
AR
NE
Y R
DS
ABE
R C
RT
ALT
AM
ON
T R
D
BLAKE AVE
RO
UTLIF
FE L
AN
E
FINCH AVE W
BEVDALE RD
EDIT
HV
ALE D
R
FINCH AVE W
HENDON AVE
TIGERLILY CRT
BLAKE AVE
GASLIGHT CRT
HA
LC
YO
N L
AN
E
KE
NSIN
GT
ON A
VE
EL
MVIE
W A
VE
MA
DE
LIN
E R
D
TA
LB
OT R
D
AVEDEVONDALE
WA
YE
NG
LIS
H G
AR
DE
N
TA
LB
OT R
D
LO
RR
AIN
E D
R
RD
SE
NL
AC
DR
YO
RK
VIE
W
18-01273_MAP.dgn (2017)
18-01273_WM.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273-00118-01273-00218-01273-00318-01273-00418-01273-00518-01273-006250 mm Ac.San.
150
200
300
300
150
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CHARLTON BOULEVARD
ST
A. 4+20
ST
A. 4+20
ST
A. 5
+70
ST
A. 5
+70
4 OF 6
CHARLTON BOULEVARDFROM TALBOT ROAD TO GRANTBROOK STREET
200 mm WATERMAIN REPLACEMENT
18ECS-LU-07SUB.A./D.F.
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
A.B.
HORIZONTAL 1:200 VERTICAL 1:100
180.00 m
185.00 m
190.00 m
195.00 m
200.00 m
180.00m
185.00 m
190.00 m
195.00m
200.00m
SE
E D
RA
WIN
G 1
8-0
1273-0
05
SE
E D
RA
WIN
G 1
8-0
1273-0
03
18-01273-004
- SEE DRAWING 18ECS-LU-07SU_G3 FOR GENERAL NOTES
- SEE DRAWING 18ECS-LU-07SU_G4 FOR DETAILS
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL : *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
ST AND TALBOT RD TO BE REMOVED IN
FROM STA. 0+00 TO STA. 8+16, GRANTBROOK
EXIST. ASPHALT CONTAINING ASBESTOS
JUNE 21, 2018
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
NUMBER SIZE (DIAMETER)
300 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
200 mm
150 mm
V.B. NO. 10 150 mm
T.V.A
T.V.B
V.B. NO. 8
T.V.C
V.B. NO. 9
N 4 8
48 9
90
E 310 711
N 4 8
48 9
17
E 310 581
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
Conc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
WK
AsphAsph
BrickBrick
Conc. C
urb
Conc. C
urb
Conc
Conc
Conc. C
urb
Conc. C
urb
Conc. C
urb
Conc. C
urb
Conc. C
urb
150mm Stm
150mm Stm
150mm Stm 150mm San
150mm San
150mm San
150mm San
150mm San
150mm San
150mm San150mm Stm
150mm Stm
150mm Stm
100mm Stm
150mm Stm 150mm Stm
150mm Stm150mm Stm
150mm Stm
150mm San
150mm San 150mm San
150mm San
150mm San
150mm San
150mm San
150mm San
WS
WS
WSWS
WS
WS
WS
WS
WS
WS
WSWS
WS
150mm Stm
150mm StmWS
San150mm
Stm150mm
Stm150mm
Stm150mm
San150mm
Stm150mm
Stm150mm
San150mm Stm
150mm
San150mm
San150mm
Stm250mm
WS
WS
WS
WV
WV
WV
WSWS
ASBU
ESM
ESM
ASBU
TOTSTOTS
400
CI A
CT
V
ASBU
ASBU
Asph
Asph
Con
BrickCon
C.L.
Asph
Asph
Grass
Asph
Asph
Con
C.L.
Grass
Grass
Brick
Asph
Grass
C.L.
Grass
Grass
Con
HCP
Brick
Asph
HYD
Brick
C.L.
BT Pedestal
Brickcable
Asph
Con
HCP
HCP
Grass
Asph
WV
Asph
C.L.
Brick
Asph
Con
Grass
Grass
WV
Grass
C.L.
Asph
Con
Grass
Grass
Brick
Grass
Grass
WV
C.L.
Grass
Con
BT Pedestal
Grass
Grass
Grass
Grass
Asph
TWW
C.L.
Grass
Con
Con
Con
Grass
Con
Grass
Grass
Con
Con
HYD
Brick
Asph
Grass
AsphAsph
ConPedestalBT Pedestal
BT
PedestalBT
WV WV WV WV WV WV
WV WV WV WV WV
N
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 19mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 19mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 19mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 19mm
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
ON SITE)MATERIAL (TO BE VERIFIED UNKNOWN SIZE AND EX. WS - 44 42
4038
36
35
47
41
39
37
4345
46
48
50
52
5351
49
34
150mm CI Water Main
250mm San Sewer
250mm San Sewer
675mm Conc. Stm Sewer 600mm Conc. Stm Sewer
150mm CI Water Main
N
190.2
72
190.3
31
190.4
04
190.4
77
190.5
50
190.6
19
190.6
87
190.7
58
190.8
45
190.9
54
191.011
191.083
191.17
2
191.234
191.281
191.337
5+62.4
3
4+98.3
4
4+40.5
3
4+95.0
5
I.E. 187.919 (E)I.E. 187.539 (W)
I.E. 187.647 (E)
I.E. 187.607 (W)
I.E. 189.749I.E. 189.477
I.E. 189.044
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
CENTRELINE OF ROAD
EXISTING GRADE AT
RIM
190.8
39
SA
N
MA
NH
OL
E
RIM
190.9
27
ST
M
MA
NH
OL
E
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
VA
LV
E
CB
LE
AD
CB
LE
AD
CB
LE
AD
4+20
4+40
4+60
4+80
5+00
5+20
5+40
5+60
PROP. 200mm DIA. PVC W/M
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
0.6m HYD. EXTENSION REQUIRED) CLEARANCE BELOW EX. WM. (MIN.
MAINTAIN A 0.3m VERT. DEFLECT PROP. HYD. LEAD TO
PROP HYDRANT (T-1105.01)
VALVE ANCHOR TEE & 150mm
150mm OFF 120mm
REQUIRED) 0.6m HYD. EXTENSION BELOW EX. WM. (MIN.
VERT. CLEARANCE MAINTAIN A 0.3m MIN. PROP. HYD. LEAD TO (T-1105.01) DEFLECT
PROP HYDRANT
(TO BE ABANDONED)
0.6 m
0.6 m
0.6 m
CASE 'A' T-708.01-4
AS PER INSULATION
INSTALL
0.6 m
CASE 'A' T-708.01-4
AS PER INSULATION
INSTALL
CASE 'A'PER T-708.01-4 INSULATION AS INSTALL
(TYP)BELOW GRADE CHAMBER TO 1.2m REMOVE VALVE OF PROP. WM. CONSTRUCTION POSITION AFTER IN CLOSED LEAVE EX. VALVE CONTRACTOR TO
VB. NO. 6
CASE 'A'T-708.01-4 AS PER INSULATION INSTALL
SPECIFICATIONSMANUFACTURERS TO EXCEED JOINT DEFLECTION NOT HORIZONTAL PIPE
COPPER WS. IF REQUIREDPROP. MIN. 19mm
0.9 m
0.9 m
0.8 m
VALVE& 150mm ANCHOR TEE 200mm 150mm OFF
T.V.B
GRADE (TYP)TO 1.2m BELOW REMOVE VALVE BOX CONNECTION. AFTER COMPLETING IN OPEN POSITION LEAVE PROP. VALVE CONTRACTOR TO PHASING VALVE
(MIN.)1.8 m
(TO BE ABANDONED)
0.5 mMIN. 0.5 mMIN.
0.5 mMIN.
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 2
00 m
m A
NC
HO
R
(MIN.)1.8 m
(MIN.)1.8 m
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)
AN
D V
AL
VE B
OX N
o.6
200
mm G
ATE V
AL
VE
GR
AD
E
RE
MO
VE 1.2 m B
EL
OW
VA
LV
EA
NC
HO
R T
EE & 1
50 m
m
150 m
m
OFF 2
00 m
m
SPECIFICATIONSMANUFACTURER'S DEFLECTION NOT TO EXCEED VERTICAL PIPE JOINT
AN
D V
AL
VE B
OX N
o.T.V.B
200
mm T
EM
PO
RA
RY V
AL
VE
PH
ASIN
G V
AL
VE
BH 6
CH 6
WKWK
WK
LINESTREET NORTH
LINESTREET NORTH
LINESTREET NORTH
LINESTREET SOUTH
LINESTREET SOUTH
LINESTREET SOUTH
WV
WV
WV
WVWVWVWV
WVWV WV WV
5+70
5+80
5+90
6+00
6+10
6+20
6+30
6+40
6+50
6+60
6+70
6+80
6+90
7+00
7+10
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
1 05/11/18 A.B.ISSUED FOR TENDER
ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
R
A.B.
R
R
2 06/21/18 ADDENDUM 1
150 mm D.I. Water Main
450 mm Conc.Stm.
Toronto Hydro
Telecommunication (Rogers)Toronto Hydro
Telecommunication (Rogers)
150 mm D.l. Water Main
600 mm Conc.Stm.
525 mm Conc.Stm.
260 x 260 mm (W x H)Toronto Hydro Ductbank
Telecommunication (Bell)
Telecommunication (Bell)
Toronto Hydro
Telecommunication (Bell)
Telecommunication (Bell)
Stm.
Conc.Stm.
Stm.
Telecommunication (Bell)
Telecommunication (Rogers)
Toronto Hydro
Toronto Hydro
Toronto Hydro
(Enbridge)32 mm PE IP Gas Main
Main (Enbridge)32 mm PE IP Gas
(Bell)Telecommunication
(Rogers)Telecommunication
(Rogers)Telecommunication
Main (Enbridge)32 mm PE IP Gas
(W x H)410 x 260 mm
DuctbankToronto Hydro
(W x H)260 x 260 mm DuctbankToronto Hydro
(Rogers)Telecommunication
x H)560 x 410 mm (W
DuctbankToronto Hydro
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
SURVEY(Year)
Engineering & Construction Services
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
NO
RWIN S
T
DREWRY AVE
TH
ER
ES
A A
VE
GA
RD
ENIA C
RT
SWIS
S C
RT
DREWRY AVE
SU
NF
OR
ES
T C
RT DALLAS RD
CHARLTON BLVD CHARLTON BLVD
NEWTONBROOK BLVD
HIL
DA A
VE
BU
RK
E S
T
FAIRCHILD AVE
CAINES AVE
ST
GR
AN
TB
RO
OK
CA
RN
EGIE C
RT
TEFLEY RD
HIL
DA A
VE
CRESCALDERON
HOLITA RD
GR
AN
TB
RO
OK S
T
HENDON AVEC
AR
NE
Y R
DS
ABE
R C
RT
ALT
AM
ON
T R
D
BLAKE AVE
RO
UTLIF
FE L
AN
E
FINCH AVE W
BEVDALE RD
EDIT
HV
ALE D
R
FINCH AVE W
HENDON AVE
TIGERLILY CRT
BLAKE AVE
GASLIGHT CRT
HA
LC
YO
N L
AN
E
KE
NSIN
GT
ON A
VE
EL
MVIE
W A
VE
MA
DE
LIN
E R
D
TA
LB
OT R
D
AVEDEVONDALE
WA
YE
NG
LIS
H G
AR
DE
N
TA
LB
OT R
D
LO
RR
AIN
E D
R
RD
SE
NL
AC
DR
YO
RK
VIE
W
18-01273_MAP.dgn (2017)
18-01273_WM.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273-00118-01273-00218-01273-00318-01273-00418-01273-00518-01273-006250 mm Ac.San.
250 mm Conc.San.
250 mm Ac.San.
250 mm Conc.San.
150
200
300
300
150
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CHARLTON BOULEVARD
5 OF 6
CHARLTON BOULEVARDFROM TALBOT ROAD TO GRANTBROOK STREET
200 mm WATERMAIN REPLACEMENT
ST
A. 5+70
ST
A. 5+70
ST
A. 7
+10
ST
A. 7
+10
18ECS-LU-07SUB.A./D.F.
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
A.B.
HORIZONTAL 1:200 VERTICAL 1:100
200.00 m
180.00 m
185.00 m
190.00 m
195.00 m
180.00m
185.00 m
190.00m
195.00m
200.00m
SE
E D
RA
WIN
G 1
8-0
1273-0
06
SE
E D
RA
WIN
G 1
8-0
1273-0
04
18-01273-005
- SEE DRAWING 18ECS-LU-07SU_G3 FOR GENERAL NOTES
- SEE DRAWING 18ECS-LU-07SU_G4 FOR DETAILS
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL : *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
ST AND TALBOT RD TO BE REMOVED IN
FROM STA. 0+00 TO STA. 8+16, GRANTBROOK
EXIST. ASPHALT CONTAINING ASBESTOS
JUNE 21, 2018
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
NUMBER SIZE (DIAMETER)
300 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
200 mm
150 mm
V.B. NO. 10 150 mm
T.V.A
T.V.B
V.B. NO. 8
T.V.C
V.B. NO. 9
N 4 8
49 0
26
E 310 840
N 4 8
48 9
61
E 310 726
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
Conc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
Brick Asph Asph
Asph
Brick
Asph
Sto
ne
Sto
ne Sto
ne
Sto
ne
Con
Con
Retainin
g
Wall
Bric
k
Con Con
Con
Retainin
g
Wall
Bric
k
Retainin
g
Wall
Bric
k
Con
Con
Bric
k Retainin
g
Wall
Landscaping
WV4020023
150mm Stm150mm Stm 150mm Stm 150mm Stm
150mm Stm
150mm Stm
150mm Stm
150mm Stm
150mm Stm
150mm San150mm San
150mm San
150mm San
150mm San150mm San150mm San 150mm Stm
150mm Stm150mm San
150mm San
WSWS
WS
WS
WSWS
WSWS
WS
WS
WS
WS
WS WS
Stm150mm
Stm150mm
San150mm
Stm150mm
San150mm
Stm150mm
Stm150mm
Stm150mm
Stm200mm
San150mm
San150mm
Stm150mm
San150mm
Stm150mm
San150mm
San150mm
Stm150mm
San150mm
WS
WSWS
WS
WV
WS
ASBU
ESM
ESM
ASBU
TOTSTOTS
400
CI A
CT
V
ASBU
ASBU
Gravel
Asph
Brick
Grass
Asph Gravel
Brick
Brick
Brick
Asph
Gravel
Brick
Gravel
Brick
Brick
Grass
Asph
Gravel
Gravel
Con
Brick
Asph
Gravel
Gravel
Gravel
Con
Con
Grass
Asph
Gravel
Gravel
Gravel
Brick
Con
Grass
Asph
Gravel
Gravel
Gravel
Grass
Brick
Brick
Grass
Asph
Gravel
Gravel
Brick
Grass
Asph
Gravel
GravelBrickGrass
Grass
Asph
Gravel
Asph
Asph
Brick
HCP
LS
TWW
Private LS
WV
HYD
BT Pedestal
WV
BT Pedestal
WV
WV
mm (W x H)260 x 260 Ductbank
Toronto Hydro
N
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 19mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 19mm
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
ON SITE)(TO BE VERIFIED COPPEREX. WS - 16mm
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
SITE)VERIFIED ON (TO BE AND MATERIAL UNKNOWN SIZE EX. WS -
ON SITE)BE VERIFIED MATERIAL (TO UNKNOWN EX. WS - 19mm 22
20 18 16
171921
24
2628
30
34
32
33 31 29
27
23
25
250mm San Sewer525mm Conc. Stm Sewer
450mm Conc. Stm Sewer
250mm San Sewer
600mm Conc. Stm Sewer250mm San Sewer
150mm CI Water Main
150mm CI Water Main
N
191.337
191.407
191.492
191.584
191.647
191.716
191.802
191.888
191.947
192.0
02
192.105
192.116
192.106
192.0
23
191.952
6+66.7
9
6+50.6
9
5+94.8
7
5+89.8
7
I.E. 188.223 (E)
I.E. 188.153 (W)
I.E. 188.390 (E)
I.E. 188.840 (N)
I.E. 188.330 (W)
I.E. 187.986 (E)
I.E. 187.936 (W)
I.E. 188.550 (E)
I.E. 188.520 (W)
I.E. 190.293I.E. 190.376
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
CENTRELINE OF ROAD
EXISTING GRADE AT
RIM
191.463
SA
N
MA
NH
OL
E
RIM
192.0
80
SA
N
MA
NH
OL
E
RIM
191.536
ST
M
MA
NH
OL
E
RIM
192.0
80
ST
M
MA
NH
OL
E
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
Tele
co
mm
unic
atio
n (R
oger)
VA
LV
E
CB
LE
AD
CB
LE
AD
5+80
6+00
6+20
6+40
6+60
6+80
7+00
PROP. 200mm DIA. PVC W/M
(TO BE ABANDONED)
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
VB. NO. 7
CASE 'A'T-708.01-4 AS PER INSULATION INSTALL
EXTENSION REQUIRED)EX. WM. (MIN. 0.6m HYD. VERT. CLEARANCEBELOW TO MAINTAIN A 0.3m MIN. DEFLECT PROP. HYD. LEAD PROP HYDRANT (T-1105.01)
VALVE& 150mm ANCHOR TEE 200mm 150mm OFF
IF REQUIREDCOPPER WS. PROP. 19mm
IF REQUIREDCOPPER WS.
19mm PROP. MIN.
BEND
0.3 m
0.6 m
0.6 m
CASE 'A' T-708.01-4
AS PER INSULATION
INSTALL
COPPER WS. PROP. MIN. 19mm
BEND HORIZ.
(TYP)BELOW GRADE CHAMBER TO 1.2m REMOVE VALVE OF PROP. WM. CONSTRUCTION POSITION AFTER IN CLOSED LEAVE EX. VALVE CONTRACTOR TO
SPECIFICATIONSMANUFACTURERS TO EXCEED DEFLECTION NOT PIPE JOINT HORIZONTAL
(TO BE ABANDONED)
SPECIFICATIONSEXCEED MANUFACTURERS DEFLECTION NOT TO HORIZONTAL PIPE JOINT
VALVE& 150mm ANCHOR TEE 200mm 150mm OFF
0.6 m
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
0.5 mMIN.
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 2
00 m
m A
NC
HO
R
(MIN.)1.8 m
(MIN.)1.8 m 2.1 m
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)(TO BE ABANDONED)
AN
D V
AL
VE B
OX N
o.7
200
mm G
ATE V
AL
VE
SPECIFICATIONSMANUFACTURER'S DEFLECTION NOT TO EXCEED VERTICAL PIPE JOINT
BH 8
CH 8BH 7
CH 7
LINESTREET NORTH
LINESTREET SOUTH
LINESTREET SOUTH
LINESTREET NORTH
LIN
E
STR
EET
EAST
LIN
E
ST
RE
ET
EAS
T
LIN
E
STR
EET
WEST
LIN
E
WEST S
TR
EET
150 mm C.I. Water Main
300 mm C.I. Water Main
450 mm Conc.Stm
THES Conduit
WV
250 mm AC.San250 mm AC.San
WK
WV
WVWV
7+10
7+20
7+30
7+40
7+50
7+60
7+70
7+80
7+90
8+00
8+10
8+20
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
1 05/11/18 A.B.ISSUED FOR TENDER
ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
R
A.B.06/21/182 ADDENDUM 1
R
R
R
R
R
RR
150 mm C.l. Water Main
375 mm Conc.Stm.
375 mm Conc.Stm.
Telecommunication (Rogers)
Telecommunication (Bell)
150 mm D.I. Water Main
Toronto Hydro
Toronto Hydro
Toronto Hydro
450 mm Conc.Stm.
150 mm D.I. Water Main
410 x 260 mm (W x H)Toronto Hydro Ductbank
260 x 260mm (W x H)Toronto Hydro Ductbank
Telecommunication (Bell)
Telecommunication (Bell)
Stm.
Stm.
Stm.
Toronto Hydro
Toronto Hydro Toronto Hydro
150 mm D.I. Water Main
Telecommunication (Bell)
Main (Enbridge)32mm PE IP Gas
(Bell)Telecommunication
(Rogers)Telecommunication
560 x 410mm (WxH)Toronto Hydro Ductbank
(Bell)Telecommunication
(Rogers)Telecommunication
(W x H)560 x 410 mm DuctbankToronto Hydro
(Rogers)Telecommunication
(Enbridge) Gas Main
32 mm PE IP
(Bell)Telecommunication
(Rogers)Telecommunication
410 x 260 mm (W x H)Toronto Hydro Ductbank
Telecommunication (Bell)
Main (Enbridge)32mm PE IP Gas
(WxH)260 x 260mm DuctbankToronto Hydro
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
Unknown Utility
Unknown Utility
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
SURVEY(Year)
Engineering & Construction Services
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
NO
RWIN S
T
DREWRY AVE
TH
ER
ES
A A
VE
GA
RD
ENIA C
RT
SWIS
S C
RT
DREWRY AVE
SU
NF
OR
ES
T C
RT DALLAS RD
CHARLTON BLVD CHARLTON BLVD
NEWTONBROOK BLVD
HIL
DA A
VE
BU
RK
E S
T
FAIRCHILD AVE
CAINES AVE
ST
GR
AN
TB
RO
OK
CA
RN
EGIE C
RT
TEFLEY RD
HIL
DA A
VE
CRESCALDERON
HOLITA RD
GR
AN
TB
RO
OK S
T
HENDON AVEC
AR
NE
Y R
DS
ABE
R C
RT
ALT
AM
ON
T R
D
BLAKE AVE
RO
UTLIF
FE L
AN
E
FINCH AVE W
BEVDALE RD
EDIT
HV
ALE D
R
FINCH AVE W
HENDON AVE
TIGERLILY CRT
BLAKE AVE
GASLIGHT CRT
HA
LC
YO
N L
AN
E
KE
NSIN
GT
ON A
VE
EL
MVIE
W A
VE
MA
DE
LIN
E R
D
TA
LB
OT R
D
AVEDEVONDALE
WA
YE
NG
LIS
H G
AR
DE
N
TA
LB
OT R
D
LO
RR
AIN
E D
R
RD
SE
NL
AC
DR
YO
RK
VIE
W
18-01273_MAP.dgn (2017)
18-01273_WM.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273_MAP.dgn
18-01273-00118-01273-00218-01273-00318-01273-00418-01273-00518-01273-006
250 mm Ac.San.
250 mm Conc.San.
150
200
300
300
150
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CHARLTON BOULEVARD
ST
A. 7+10
ST
A. 7+10
6 OF 6
CHARLTON BOULEVARDFROM TALBOT ROAD TO GRANTBROOK STREET
200 mm WATERMAIN REPLACEMENT
FAIRCHILD AVENUE
18ECS-LU-07SUB.A./D.F.
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
A.B.
HORIZONTAL 1:200 VERTICAL 1:100
180.00 m
185.00 m
190.00 m
195.00 m
200.00 m
180.00m
185.00 m
190.00 m
195.00 m
200.00m
RO
AD
TALB
OT
18-01273-006
SE
E D
RA
WIN
G 1
8-0
1273-0
05
- SEE DRAWING 18ECS-LU-07SU_G3 FOR GENERAL NOTES
- SEE DRAWING 18ECS-LU-07SU_G4 FOR DETAILS
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL : *
LIMITS OF TRENCH AND RESTORATION
ACCORDANCE WITH O.REG 278/05 WITHIN
ST AND TALBOT RD TO BE REMOVED IN
FROM STA. 0+00 TO STA. 8+16, GRANTBROOK
EXIST. ASPHALT CONTAINING ASBESTOS
JUNE 21, 2018
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
NUMBER SIZE (DIAMETER)
300 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
200 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
V.B. NO. 4
V.B. NO. 5
V.B. NO. 6
V.B. NO. 7
200 mm
150 mm
V.B. NO. 10 150 mm
T.V.A
T.V.B
V.B. NO. 8
T.V.C
V.B. NO. 9
N 4 8
49 0
39
E 310 944
N 4 8
48 9
96
E 310 860
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
TREED AREA
Conc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
WK
Wooden Curb
Wooden Curb
SB
TB41022
WV4020036
WV4019757
150mm Stm
150mm Stm
150mm Stm150mm Stm
150mm San
150mm San
WS
WS
WSWSWS
San150mm
Stm150mm
WS
San150mm
Stm150mm
San150mm
San150mm Stm
150mm
San150mm
San150mm
San150mm
Stm150mm
Stm150mm
WS
WS
WS
150mm San
ASBU
ESM
ESM
ASBU
TOTSTOTS
400
CI A
CT
V
ASBU
ASBU
BT PedestalWK
Grass
Asph
HW
Grass
WK
Asph
Asph
Con
LS
Brick
RS
Brick
Asph
HYD
Brick
CC
Grass
Grass
Grass
Grass
Con
Brick
Asph
Brick
Grass
Grass
Grass
Asph
Asph
Asph
WK
Grass
LS
Brick
Con
Asph
Grass
Asph
Grass
BT Pedestal
Grass
Brick
Grass
Asph
Con
Con
Grass
Con
Asph
WV
Con
WV
Grass
Grass
Con
Grass
Grass
Con
PA
RKIN
G
P
Con
Asph
BT Pedestal
TWW
Asph
Con
LS
Brick
Grass
Grass
GrassBrick
Asph
Asph
Con
Brick
Grass
Grass
Grass
BT Pedestal
BT Pedestal
Grass
CC
Con
Asph
Asph
Grass
Grass
Asph
BT Pedestal
Asph
Grass
Con
Asph
Grass
BT Pedestal
WV
WV
(Rogers)Telecommunication
N
(Enbrid
ge)
32
mm
PE IP
Gas
Main
VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS -
SITE)VERIFIED ON (TO BE AND MATERIAL UNKNOWN SIZE EX. WS -
SITE)BE VERIFIED ON AND MATERIAL (TO UNKNOWN SIZE EX. WS -
SITE)(TO BE VERIFIED ON UNKNOWN MATERIAL EX. WS - 19mm
SITE)(TO BE VERIFIED ON UNKNOWN MATERIAL EX. WS - 19mm
SITE)(TO BE VERIFIED ON UNKNOWN MATERIAL EX. WS - 19mm
FROM TALBOT ROAD)MATERIAL (SERVICED UNKNOWN SIZE AND EX. WS -
BE VERIFIED ON SITE)UNKNOWN SIZE AND MATERIAL (TO EX. WS -
AND MATERIALUNKNOWN SIZE EX. WS -
12
15
107
3
11
9
5
112
10
8
109
12
6
250mm San Sewer450mm Conc. Stm Sewer
150mm CI Water Main
N
191.952
191.885
191.845
191.798
191.746
191.708
191.708
191.665
191.616
191.574
191.552
191.568
191.716
8+13.6
6
8+15.5
8
8+16.6
8
8+03.4
2
7+61.51
7+77.0
0
7+86.3
6
7+98.3
5
I.E. 188.757 (W)I.E. 188.934 (W) I.E. 188.683 (CROSSING)AS BUILT
I.E. 188.130 (CROSSING)AS BUILT
I.E. 189.934I.E. VERIFY IN THE FIELD
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 810.0 m OF 200 mm DIAMETER PVC WATERMAIN DR-14 CL 305
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
AND RESTORATION
WITH O.REG 278/05 WITHIN LIMITS OF TRENCH
STA. 0+00 TO STA. 8+16 AND TALBOT RD TO BE REMOVED IN ACCORDANCE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
O.E. 190.72
O.E. 190.31
CENTRELINE OF ROAD
EXISTING GRADE AT
RIM
191.517
SA
N
MA
NH
OL
E
RIM
191.584
ST
M
MA
NH
OL
E
Tele
co
mm
unic
atio
n (R
oger)
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
Tele
co
mm
unic
atio
n (R
oger)
560 x 410
mm (W
xH)
Toro
not
Hy
dro
Ductbank
Tele
co
mm
unic
atio
n (B
ell)
VA
LV
E
250
mm
SA
N
SE
WE
R
375
mm
ST
M
SE
WE
R
CB
LE
AD
CB
LE
AD
CR
OS
S 250
mm
SA
N
SE
WE
R
Tele
co
mm
unic
atio
ns (B
ell)
7+20
7+40
7+60
7+80
8+00
8+20
8+20
PROP. 200mm DIA. PVC W/M
IF REQUIREDCOPPER WS.
19mm PROP. MIN.
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
CASE 'A' AS PER T-708.01-4
INSTALL INSULATION
REQUIRED)(MIN. 0.6m HYD. EXTENSION CLEARANCE BELOW EX. WM. MAINTAIN A 0.3m MIN. VERT. DEFLECT PROP. HYD. LEAD TO PROP HYDRANT (T-1105.01)
150mm X 200mm REDUCER
IF REQUIREDCOPPER WS.
PROP. MIN. 19mm
0.6 m
CASE 'A'T-708.01-4 AS PER INSULATION INSTALL
0.4 m
IF REQUIREDPROP. MIN. 19mm COPPER WS.
CONSTRUCTIO
N
LIMIT O
F
IF REQUIREDCOPPER WS. 19mm PROP. MIN.
BEND
BEND
CASE 'A' AS PER T-708.01-4
INSTALL INSULATION
GRADE (TYP) CHAMBER TO 1.2m BELOW
PROP. WM. REMOVE VALVE AFTER CONSTRUCTION OF
VALVE IN CLOSED POSITIONCONTRACTOR TO LEAVE EX.
150mm VALVE ANCHOR TEE &
150mm OFF 200mm
CONSTRUCTIO
N
LIMIT O
F
SPECIFICATIONSMANUFACTURERS NOT TO EXCEED DEFLECTION PIPE JOINT HORIZONTAL
TALBOT ROAD SOUTH ON LOCATED 17.4m NEXT VC
TALBOT ROAD 42.8m NORTH ON NEXT VC LOCATED
150mm INSERTION VALVE
AND 150mm VALVE150mm TAPPING SLEEVE 150mm WATERMAIN WITH CONNECT TO EXISTING STREET CONNECTION
PLUG AND ABONDON EX. WM.
GRADE (TYP)REMOVE VALVE BOX TO 1.2m BELOW COMPLETING THE CONNECTION. VALVE IN OPEN POSITION AFTER CONTRACTOR TO LEAVE PROP.
DIAMETER PVC FILLER PIECEABANDON EX. W/M. INSTALL 150mm REMOVE EXISTING TEE. PLUG AND
NO. 8VB.
T.V.C
NO. 9VB.
NO. 10VB.
0.5 mMIN.
0.5 mMIN.
2.1 m
200 m
m x 1
50 m
m
RE
DU
CE
R
0.3 m MIN. 0.3 m MIN.
(MIN.)1.8 m
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
(TO BE ABANDONED)
AN
D V
AL
VE B
OX N
o. 8
200
mm G
ATE V
AL
VE
VA
LV
EA
NC
HO
R T
EE & 1
50 m
m
150 m
m
OFF 2
00 m
m
GR
AD
E
RE
MO
VE 1.2 m B
EL
OW
BE
ND
BE
ND
SPECIFICATIONS MANUFACTURER'S
DEFLECTION NOT TO EXCEEDVERTICAL PIPE JOINT
AN
D V
AL
VE B
OX T.V.C
200
mm T
EM
PO
RA
RY V
AL
VE
(AN
D V
AL
VE B
OX N
o. 9)
AN
D 1
50
mm V
AL
VE
150
mm T
APPIN
G S
LE
EV
E
CH C
CH 9
BH 9
TH 2
TH 3
THES ConduitTHES Conduit
THES Conduit
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
1 05/11/18 A.B.ISSUED FOR TENDER
ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
R
A.B.06/21/182 ADDENDUM 1
Fibre Optic (Bell)
Toronto Hydro
STM.
Fibre Optic (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
Telecommunication (Bell)
STM.
Telecommunication (Rogers)
Telecommunication (Rogers)
Toronto Hydro
Telecommunication (Bell)
Telecommunication (Rogers)
50 mm SC IP Gas Main (Enbridge)
150 mm C.I. Water Main
150 mm C.I. Water Main
200 mm PVC Water Main
150 mm D.l. Water Main
375 mm Conc.Stm.
450 mm Conc.Stm.
300 mm Conc.Stm.
300 mm Conc.Stm.
Telecommunication (Rogers)
(Enbridge)Gas Main 50 mm SC IP
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Rogers)
Telecommunication (Bell)
50 mm SC IP Gas Main (Enbridge)
Toronto Hydro
Toronto Hydro
Telecommunication (Bell)
Telecommunication (Rogers)
Main150 mm C.I. Water
(Bell)Telecommunication
Main (Enbridge)50 mm SC IP Gas
(Enbridge)
50 mm SC IP Gas Main
Toronto Hydro
STATION
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
GEODETIC DATUM
Unknown Utility
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
SURVEY(Year)
Engineering & Construction Services
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
18-01306_WM.dgn
18-01306_MAP.dgn
18-01306_MAP.dgn
18-01306_MAP.dgn
MA
XO
ME A
VE
NE
WTO
N D
R
AN
ET
A C
RC
L
LLOYDMINSTER CRES
LIL
LIA
N S
T
MO
NTF
OR
D D
R
GR
EE
NY
AR
DS D
R
NORTHWOOD DR
WEDGEWOOD DR
MA
XO
ME A
VE
PAMCREST DRPH
EAS
AN
T R
DP
HE
AS
AN
T R
DNORTHWOOD DR
CENTRE AVE
WEDGEWOOD DR
RUTH AVE
DRNORTHWOOD
NEWTON DR
18-01306_MAP.dgn (2017)
18-0
1306-0
01
18-01306-002
250 mm Conc.San.
250 mm Conc.San.
250 mm Conc.San.
150
150
150
200
CADMUS ROAD
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE1 OF 2
CADMUS ROADFROM MONTFORD DRIVE TO CENTRE AVENUE
150 mm WATERMAIN REPLACEMENT
STA. 0+80
STA. 0+80
18ECS-LU-07SUB.A./D.F.
AV
EN
UE
CE
NT
RE
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
A.B.
HORIZONTAL 1:200 VERTICAL 1:100
DRIVEPAMCREST
175.00 m
180.00 m
185.00 m
190.00 m
195.00 m 195.00 m
190.00 m
185.00 m
180.00 m
175.00 m
- SEE DRAWING 18ECS-LU-07SU_G4 FOR DETAILS
- SEE DRAWING 18ECS-LU-07SU_G3 FOR GENERAL NOTES
FO
R C
ON
TIN
UA
TIO
N S
EE D
RA
WIN
G 1
8-0
1306-0
03
SEE DRAWING 18-01306
-002
18-01306-001
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL : *
RESTORATION
278/05 WITHIN LIMITS OF TRENCH AND
BE REMOVED IN ACCORDANCE WITH O.REG
FROM STA. 1+68 TO 1+93 (MONTFORD DR) TO
EXIST. ASPHALT CONTAINING ASBESTOS
JUNE 21, 2018
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
NUMBER SIZE (DIAMETER)
150 mm
150 mm
150 mm
150 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
T.V.A
N 4 8
50 2
70
E 312 161
N 4 8
50 1
95
E 312 192
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
TREED AREA
TREED AREA
WV4041901WV4041899
WS
WS
150mm Stm 100mm San100mm Stm
150
CI A
CT
V
L-12
6
BT Pedestal
Grass
WV
Con
HW
WV
TWW
CC
Grass
WV
WK
CC
TWWWV
Grass
WK
Grass
Brick
G/P
Brick
Asph
BT Pedestal
MB
HW
Brick
MULTIUTIL
Brick
HW
BT Pedestal
Grass
MULTI
UTIL
Brick
Brick
WK
BT
Grass
Brick
Grass
MULTIUTIL
HYD
RiserTop of
Brick
RiserTop of
Riserof Top
N
Conc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
VA
LV
E
VA
LV
E
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 13mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 25mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 19mm
CENTRE AVENUE)(SERVICED FROM UNKNOWN MATERIAL EX. WS - 19mm
PAMCREST DRIVE)(SERVICED FROM UNKNOWN MATERIAL EX. WS - 19mm
PAMCREST DRIVE)(SERVICED FROM UNKNOWN MATERIAL EX. WS - 37mm
DRIVE)PAMCREST FROM (SERVICED AND MATERIAL UNKNOWN SIZE EX. WS -
VERIFIED ON SITE)COPPER (TO BE EX. WS - 25mm
10
3
12 4
6
8
9
375mm Conc. Stm Sewer
300mm Conc. Stm Sewer
250mm Conc. San Sewer
250mm Conc. San Sewer
250mm AC San Sewer
150 mm C.I. Water MainCB LEAD
N
188.8
30
188.9
47
189.0
39
189.109
189.2
38
189.3
72
189.4
40
189.3
48
189.3
15
0+19.6
8
0+21.75
0+22.5
3
0+16.2
7
0+15.3
4
0+26.8
6
0+59.5
7
0+60.11
0+64.0
2
0+66.9
2
0+76.9
3
0+11.5
8
0+00
0+10
0+20
0+30
0+40
0+50
0+60
0+70
0+80
I.E. 186.770 (S)
I.E. 187.293 (SW)
I.E. 187.497 (NE)
I.E. 187.263 (E)
I.E. 185.738 (N)
I.E. 185.608 (W)I.E. 185.668 (S)
I.E. 186.740 (W)I.E. 186.390 (S) I.E. 186.360 (E)
I.E. 187.388
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 175.50 m OF 150 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 175.50 m OF 150 mm DIAMETER PVC WATERMAIN DR-14 CL 305
I.E. 187.274
REFERS TO PAMCREST DR. DRAWING
(STA. 0+76 TO STA. 0+90 )
CASE 'B'
PROVIDE INSULATION AS PER T-708-01-4
INSUFFICIENT GROUND COVER,
CENTRELINE OF ROAD
EXISTING GRADE AT
RIM
188.9
50
ST
M
MA
NH
OL
E
RIM
189.3
97
ST
M
MA
NH
OL
E
RIM
189.2
93
ST
M
MA
NH
OL
E
RIM
188.8
88
SA
N
MA
NH
OL
E
RIM
189.4
00
SA
N
MA
NH
OL
E
VA
LV
E
VA
LV
E
CB
LE
AD
CB
LE
AD
TH
ES
Co
nduit
0+00
0+20
0+40
0+60
0+80
PROP. 150mm DIA. PVC W/M
(TO BE ABANDONED)
COPPER WSPROP. 19mm
COPPER WSPROP. 25mm
COPPER WSPROP. 25mm
COPPER WSPROP. 19mm
REQUIRED)(MIN 0.6m HYD EXTENSION CLEARANCE BELOW EX. WM. MAINTAIN A 0.3m MIN. VERT DEFLECT PROP. HYD. LEAD TO PROP. HYDRANT (T-1105.01)
BEND
CASE 'A' PER T-708.01-4
INSULATION ASINSTALL
CASE 'A'PER T-708.01-4 INSULATION AS INSTALL
CASE 'A'PER T-708.01-4 INSULATION AS INSTALL
TEE & 150mm VALVE150mm OFF 150mm ANCHOR
(TO BE ABANDONED)
(TO BE ABANDONED)
ABANDONED)(TO BE
PVC W/MPROP. 150mm DIA.
MONTFORD DR FROM CENTRE AVE TO
FLOW DIRECTION EASTBOUNDWATER SOURCE LOCATION
BELOW GRADE (TYP)REMOVE VALVE CHAMBER TO 1.2m CONSTRUCTION OF PROP. WM. CLOSED POSITION AFTER CONTRACTOR TO LEAVE VALVE IN
BENDS
V.B. NO. 1
CONSTRUCTION LIMIT OF
1.2 m
0.6 m
1.6 m
2.6 m
0.7 m
0.4 m
TO SUIT FOR FLUSHING AND SAMPLING. 200mm DIAMETER DISTANCE PIECE CUT
COUPLING WITH 75mm FILLER PIECE. WATERMAIN WITH 200mm SLEEVE
CONNECT TO EXISTING 200mmSTREET CONNECTION
0.3 mMIN.
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
(TO BE ABANDONED)
(MIN.)1.8 m
0.5 mMIN.
2.4 m
AN
D V
AL
VE B
OX
150
mm G
ATE V
AL
VE
VA
LV
E B
OX
AN
CH
OR T
EE & 1
50 m
m
150 m
m
OFF 1
50 m
m
VA
LV
EA
NC
HO
R T
EE & 1
50 m
m
150 m
m
OFF 1
50 m
m
AN
D V
AL
VE B
OX N
o.1
150
mm G
ATE V
AL
VE
GR
AD
E
RE
MO
VE 1.2 m B
EL
OW
GR
AD
E
RE
MO
VE 1.2 m B
EL
OW
SPECIFICATIONS MANUFACTURER'S
DEFLECTION NOT TO EXCEEDVERTICAL PIPE JOINT
1.6 m
BH 4
CH 4
CH B
CH 3
BH 3
CH 2
THES ConduitTHES Conduit
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
CONSULTANTS
Standalone Undergrounds
Acting Manager
SALIMA JIVRAJ, P.ENG.,PMP
Construction Services
Engineering &
EXECUTIVE DIRECTOR
CHIEF ENGINEER and
MICHAEL D'ANDREA, P.ENG
Linear Underground Infrastructure
Director, Design & Construction
JOHN P. KELLY, P.ENG.
1 05/11/18 A.B.ISSUED FOR TENDER
R ADDENDUM
DRAWINGS AS PER
REVISION TO TENDER
R
R
R
R
A.B.06/21/182 ADDENDUM 1
Fibre Optic (Bell)
Toronto Hydro
STMSTM.
560 x 410 mm (W x H)
Toronto Hydro Duckbank
Toronto Hydro
Toronto Hydro
Telecommunication (Rogers)
Telecommunication (Bell)
50 mm SC IP Gas Main (Enbridge)
Telecommunication (Bell)
Telecommunication (Rogers)
Fibre Optic (Bell)
STM.
Telecommunication (Bell)
Telecommunication (Rogers)
Telecommunication (Rogers)
Telecommunication (Bell)
50 mm SC IP Gas Main (Enbridge)
150 mm C.I. Water Main
150 mm C.I. Water Main
150 mm C.I. Water Main
300 mm Conc.Stm.
300 mm Conc.Stm.
300 mm Conc.Stm.
Fibre Optic (Bell)
Telecommunication (Bell)
Telecommunication (Rogers)
Fibre Optic (Bell)
Fibre Optic (Bell)Telecommunication (Rogers)
Telecommunication (Bell)
50 mm SC IP Gas Main (Enbridge)
50 mm SC IP Gas Main (Enbridge)
x H)560 x 410 mm (W DuckbankToronto Hydro
(Rogers)Telecommunication Main150 mm C.I. Water (Bell)Telecommunication
(Rogers)Telecommunication
Conc.Stm.375 mm
STATION
GEODETIC DATUM
ELEVATION
EXISTING CROWN
GEODETIC DATUM
STATION
ELEVATION
EXISTING CROWN
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
SURVEY(Year)
Engineering & Construction Services
NOT TO SCALE
K
E
Y
P
L
A
N
VALVERELATED DRAWINGS: P-/U- HYDRANT
18-01306_WM.dgn
18-01306_MAP.dgn
18-01306_MAP.dgn
18-01306_MAP.dgn
MO
NTF
OR
D D
R
LLOYDMINSTER CRES
NE
WTO
N D
R
AN
ET
A C
RC
L
MA
XO
ME A
VE
LIL
LIA
N S
T
GR
EE
NY
AR
DS D
R
CENTRE AVE
NORTHWOOD DR
WEDGEWOOD DR
PH
EAS
AN
T R
DP
HE
AS
AN
T R
D
PAMCREST DR
NORTHWOOD DR
MA
XO
ME A
VE
WEDGEWOOD DR
NEWTON DR
DRNORTHWOOD
RUTH AVE
18-01306_MAP.dgn (2017)
18-0
1306-0
01
18-01306-002
WEDGEWOOD DRWEDGEWOOD DR
DOOWEGDEW
RDRUTH AVE
NORTHWOOD DRNORTHWOOD DR
LIL
LIA
N S
T
MO
NTF
OR
D D
R
PAMCREST DR
LLOYDMINSTER CRES
PH
EAS
AN
T R
D
OTONABEE AVE
SDRAYN
EE
RG
RD
AT
EN
A
LC
RC
SUMDAC DR
NA
SA
EH
P
MA
XO
ME A
VE
EM
OX
AM
EV
A
NO
TW
EN
RD
250 mm Ac.San.
250 mm Ac.San.
250 mm AC.San.
250 mm Ac.San.
150
150
150
200
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CADMUS ROAD
2 OF 2
CADMUS ROADFROM MONTFORD DRIVE TO CENTRE AVENUE
150 mm WATERMAIN REPLACEMENT
ST
A. 0
+80
ST
A. 0
+80
MO
NTF
OR
D D
RIV
E
18ECS-LU-07SUB.A./D.F.
DRIV
EM
ON
TF
OR
D
LENGTH ALONG THE WATERMAIN.
DIFFERENCE MAY NOT REFLECT THE TRUE
WATERMAIN. THE PROFILE CHAINAGE
CONSTRUCTION AND ARE PROJECTED TO THE
ESTABLISHED FROM THE CENTRELINE OF
STATIONS SHOWN ALONG PROFILE ARE
ON SITE.
CONDITIONS OF THE MAINTENANCE CHAMBER
SHAPE SHOWN MAY NOT REFLECT THE TRUE
DRAWINGS. THE CHAMBER DIMENSIONS AND
ARE ESTABLISHED FROM TWAG AND AS-BUILT
MAINTENANCE CHAMBERS SHOWN IN PLAN
(IF REQUIRED)
CLEARANCE TO PROP. W/M
PROVIDE 0.5 m MIN. VERTICAL
AND REPLACE CB LEAD AND
CONTRACTOR TO REMOVE
* CB LEADS CLEARANCES : *
* MAINTENANCE CHAMBERS : *
* PROFILE CHAINAGE: *
THE CONTRACT ADMINISTRATOR
CONTRACT DRAWINGS AND AS DIRECTED BY
AS PER T-220.01 AS SHOWN ON THE
TREE PROTECTION FENCE TO BE INSTALLED
* TREE PROTECTION : *
A.B.
HORIZONTAL 1:200 VERTICAL 1:100
195.00 m
190.00 m
185.00 m
180.00 m
175.00 m 175.00 m
180.00 m
185.00 m
190.00 m
195.00 m
- SEE DRAWING 18ECS-LU-07SU_G4 FOR DETAILS
- SEE DRAWING 18ECS-LU-07SU_G3 FOR GENERAL NOTES
SE
E D
RA
WIN
G 1
8-0
1306-0
01
18-01306-002
NUMBER SIZE (DIAMETER)
150 mm
150 mm
150 mm
150 mm
V.B. NO. 1
V.B. NO. 2
V.B. NO. 3
M.C./V.W.
* ASBESTOS ASPHALT REMOVAL : *
RESTORATION
278/05 WITHIN LIMITS OF TRENCH AND
BE REMOVED IN ACCORDANCE WITH O.REG
FROM STA. 1+68 TO 1+93 (MONTFORD DR) TO
EXIST. ASPHALT CONTAINING ASBESTOS
JUNE 21, 2018
T.V.A
AND TEMPORARY VALVE
GATE VALVE & VALVE BOX
PAYABLE UNDER THE CONTRACT
2. GATE VALVES & VALVE BOXES (V.B.) ARE
THE CONTRACT
TEMPORARY VALVES AND NON PAYABLE UNDER
1. ALL VALVES DENOTED AS T.V. ARE
N 4 8
50 3
30
E 312 293
N 4 8
50 2
61
E 312 197
65 Sunray Street
Whitby, Ontario L1N 8Y3
T:905.686.6402
F:905.432.7877
www.ghd.com
GHD Ltd.
AREATREED
T
SL4025395
WV4042775
WV4042770
WV4042776
375 C
ON
C
WS WS
WS
WS WS
150
CI A
CT
V
L-12
6
Grass
WK
WK
G/P
CC
Grass
CC
Grass
Grass
Brick
Asph
LS
Grass
HW
HW
Grass
Grass
MULTIUTIL
BT Pedestal
Asph
Grass
BT
Pedestal
BT
Pedestal
Grass
Asph
Grass
Grass
BT Pedestal
Asph
HE
BrickBrick
Brick
HW
Brick
Bric
k
MULTIUTIL
Grass
TWW
WK
Asph
Brick
HW
Asph
WK
TWW
TWWWK
HYDGrassAsph
Brick
N
Conc. Curb
Conc. Curb
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 25mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 25mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 25mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 25mm
BE VERIFIED ON SITE)UNKNOWN MATERIAL (TO EX. WS - 13mm
SITE)(TO BE VERIFIED ON UNKNOWN MATERIAL EX. WS - 13mm
SITE)(TO BE VERIFIED ON UNKNOWN MATERIAL EX. WS - 19mm
SITE)(TO BE VERIFIED ON UNKNOWN MATERIAL EX. WS - 19mm
FROM MONTFORD DRIVE)MATERIAL (SERVICED UNKNOWN SIZE AND EX. WS - 119
12
10
15
17
1416
10
8
11
15
18
9
SL4
030803
S250
AC
150 CI ACTV G-104
150
CI ACTV
M-127
150
DI A
CT
V
H-111
150
CI A
CT
V
L-12
6
150 CI ACTV L-66
150 CI ACTV L-66
150 CI ACTV
150
CI A
CT
V
M-12
7
150
DI A
CT
V
H-111
150
DI A
CT
V
H-111
150 DI ACTV P-41 150 DI ACTV P-41
150
CI A
CT
V
A-55
150 CI A
CT
V
N-12
150 CI ACTV W-139
150
CI A
CT
V
P-86
150
CI A
CT
V
P-86
150
DI A
CT
V
H-111
150 CI ACTV W-139
150
CI A
CT
V
H-111
150 CI ACTV N-12
150
DI A
CT
V
H-111
150 PVC ACTV N-12
150
CI A
CT
V
M-12
7
150 CI ACTV C-66
150 CI ACTV C-32
150 CI ACTV N-12
150
CI A
CT
V
L-12
6
150 DI ACTV P-41
150
CI A
CT
V
P-86
150
CI A
CT
V
M-12
7
150
CI A
CT
V
M-12
7
150
CI A
CT
V
N-12
150 CI ACTV N-12
150 CI N-29 ACTV
TOTS
300mm Conc. Stm Sewer
300mm Conc. Stm Sewer250mm AC San Sewer
250mm AC San Sewer
150 mm C.I. Water Main
N
189.3
15
189.2
67
189.199
189.118
188.9
96
188.8
68
188.6
98
188.5
25
188.3
60
188.2
43
187.9
06
187.6
91
1+32.2
1
1+77.9
4
1+93.6
5
1+90.7
3
1+90.2
3
1+89.5
7
1+86.5
1
1+87.4
9
0+80
0+90
1+00
1+10
1+20
1+30
1+40
1+50
1+60
1+70
1+80
1+90
2+00
I.E. 185.580 (W)
I.E. 185.400 (SE)
I.E. 185.550 (N)
I.E. 186.471 (W)
I.E. 186.181 (E)
I.E. 185.459 (W) I.E. 185.359 (E)
I.E. 184.545 (W)
I.E. 184.135 (N)I.E. 184.105 (SE)
I.E. 186.774
I.E. 186.774
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 175.50 m OF 150 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(INCLUDING TRACER WIRE AND PERMANENT RESTORATION OF ALL DISTURBED AREAS)
BEDDING AS PER DETAIL ON DRAWING 18ECS-LU-07SU_G4 TO BE INSTALLED BY OPEN CUT
PROP. 175.50 m OF 150 mm DIAMETER PVC WATERMAIN DR-14 CL 305
(STA. 0+76 TO STA. 1+60 )
PROVIDE INSULATION AS PER T-708-01-4 CASE 'B'
INSUFFICIENT GROUND COVER,(STA. 0+76 TO STA. 0+90 )
CASE 'B'
PROVIDE INSULATION AS PER T-708-01-4
INSUFFICIENT GROUND COVER,
AND RESTORATION
O.REG 278/05 WITHIN LIMITS OF TRENCH
REMOVED IN ACCORDANCE WITH
STA. 1+68 TO STA. 1+93 (MONTFORD DR) TO BE
EXIST. ASPHALT CONTAINING ASBESTOS FROM
O.E. 186.45
CENTRELINE OF ROAD
EXISTING GRADE AT
RIM
187.7
40
ST
M
MA
NH
OL
E
RIM
188.4
91
ST
M
MA
NH
OL
E
RIM
188.9
19
SA
N
MA
NH
OL
E
RIM
187.9
25
SA
N
MA
NH
OL
E
CB
LE
ADC
B
LE
AD
VA
LV
E
410
mm (W
xH)
Ductbank
560 x
Toro
nto
Hy
dro
50
mm
SC IP
Gas
Main (E
nbrid
ge)
Tele
co
mm
unic
atio
n (B
ell)
0+80
1+00
1+20
1+40
1+60
1+80
1+99
PROP.150mm DIA. PVC W/MPROP.150mm DIA. PVC W/M
EX. WM.ABANDON PLUG AND
PVC FILLER PIECEINSTALL 150mm ABANDON EX. WM. TEE PLUG AND REMOVE EXISTING
(MIN 0.6m HYD. EXTENSION REQUIRED MIN. VERT. CLEARANCE BELOW EX. WM. PROP. HYD. LEAD TO MAINTAIN A 0.3mPROP. HYDRANT (T-1105.01) DEFLECT
CASE 'A'PER T-708.01-4 INSULATION AS INSTALL
VALVE& 150mm ANCHOR TEE 150mm 150mm OFF
CASE 'A'AS PER T-708.01-4 INSTALL INSULATION
COPPER WSPROP 19mm
COPPER WSPROP 19mm
COPPER WSPROP 25mm
COPPER WSPROP 25mm
COPPER WSPROP 25mm
COPPER WSPROP 25mm
ABANDONED)(TO BE
(TO BE ABANDONED)
BEND VERT.
COPPER WSPROP 19mm
COPPER WSPROP 19mm
STREET LINENORTH
LINESTREET NORTH
SOUTH STREET LINE
LINESOUTH STREET
STR
EET LIN
E
WEST
STR
EET LIN
E
EAST
LIN
ES
TR
EE
T
EA
ST
0.7 m
0.3 m 0.4 m
0.8 m
1.2 m
BENDS VERT.
LIN
ES
TR
EE
T
WE
ST
BEND HORIZ.
CONSTRUCTI
ON
LIMIT O
F
GRADE (TYP) CHAMBER TO 1.2m BELOW
WM. REMOVE VALVE CONSTRUCTION OF PROP.
POSITION AFTER VALVE IN CLOSED
CONTRACTOR TO LEAVE
BELOW GRADE (TYP.) VALVE BOX TO 1.2m.
CONNECTION. REMOVE COMPLETING THE POSITION AFTER
PROP. VALVE IN OPENCONTRACTOR TO LEAVE
NO. 2V.B.
NO. 3V.B.
CONSTRUCTIONLIMIT OF
SPECIFICATION MANUFACTURERS
TO EXCEED JOINT DEFLECTION NOT
HORIZONTAL PIPE
1.2 m
0.3 m
150mm VALVESLEEVE AND 150mm TAPPING WATERMAIN WITH EXISTING 150mm CONNECT TO CONNECTIONSTREET
T.V.A
0.5 m MIN.
0.5 mMIN.
0.5 mMIN.
TE
E & 1
50 m
m V
AL
VE
150 m
m
OFF 1
50 m
m A
NC
HO
R
RE
MO
VE 1.2 m B
EL
OW G
RA
DE
EITHER SIDE OF ALL FITTINGS FOR WATERMAINS 100 mm OR LARGER.
AT JOINTS SHALL BE INSTALLED AT EVERY PIPE JOINT WITHIN 6.1 m OF
VALVES FOR ALL WATERMAIN SIZES. MECHANICAL RESTRAINTS
AT ALL FITTINGS, BENDS, TEES, CROSSES, REDUCERS AND
MECHANICAL THRUST RESTRAINTS SHALL BE INSTALLED
CONTRACTOR TO VERIFY ON SITE.
UNLESS OTHERWISE INDICATED.
ASSUMED TO BE 0.9 m BELOW GRADE
NOTE: ALL EX. UTILITY ELEVATIONS
(TO BE ABANDONED)(MIN.)1.8 m
1.7 m
1.6 m
2.7 m
1.7 m AN
D V
AL
VE B
OX N
o.2
150
mm G
ATE V
AL
VE
(AN
D V
AL
VE B
OX N
o. 3)
AN
D 1
50
mm V
AL
VE
150
mm T
APPIN
G S
LE
EV
E
SPECIFICATIONS MANUFACTURER'S
DEFLECTION NOT TO EXCEEDVERTICAL PIPE JOINT
AN
D V
AL
VE B
OX T.V.A
150
mm T
EM
PO
RA
RY V
AL
VE
BH 2
CH 1
BH 1
CH A TH 1