wx.toronto.ca · LINE SOUTH STREET LINE STREET NORTH LINE STREET NORTH LINE STREET SOUTH L IN E S T R E E T Telecommunication W E S T L IN E S T R E E T W E S T L I N E S T R E E

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)


32 mm PE IP Gas Main (Enbridge)


Toronto Hydro

Telecommunication (Rogers)

150 mm D.I. Water MainTelecommunication (Bell)



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



Toronto Hydro


Toronto Hydro

Toronto Hydro

Toronto Hydro

Toronto Hydro


Conc.Stm.

Stm.


Toronto HydroTelecommunication (Bell)

Toronto Hydro


Stm.

Stm.






Stm.

Stm.

Stm.

150 mm D.I. Water Main




HydroOne

HydroOne

Toronto Hydro

Stm.

(Cogeco)Fibre Optic

HydroToronto

(Rogers)Telecommunication

Main (Enbridge)32 mm PE IP Gas




(Bell)Telecommunication

(Cogeco)Fibre Optic

Conc.Stm.300 mm

(W x H)560 x 410 mm DuctbankToronto Hydro



(W x H)410 x 260mm

DuctbankToronto Hydro

(W x H)560 x 410 mm


(W x H)410 x 260mm


(W x H)560 x 410 mm


900 mm Conc.Stm.


(W x H)410 x 260mm


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 -









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


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




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


STA. 0+00 TO STA. 8+16 AND GRANTBROOK ST TO BE REMOVED IN ACCORDANCE


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


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm IF REQUIREDCOPPER WS.

PROP. MIN. 19mm


PROP. MIN. 19mm


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


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


B.M. STATION

H.C.M. STATION


CONSULTANTS


Acting Manager



Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and






ADDENDUM

DRAWINGS AS PER

REVISION TO TENDER

R

R

R

R

A.B.06/21/182 ADDENDUM 1

Toronto Hydro Toronto Hydro


750 mm Conc.Stm.

750 mm Conc.Stm.


Toronto Hydro


Conc.Stm.

Stm.

Stm.


Toronto HydroTelecommunication (Rogers)



Toronto Hydro

Stm.

Stm.


Toronto Hydro

Toronto Hydro








Main (Enbridge)32mm PE IP Gas

Conc.Stm.750 mm

Main150 mm D.I. Water

Water Main150 mm D.I.



x H)410 x 260 mm (W DuctbankToronto Hydro

x H)260 x 260 mm (W


(W x H)560 x 410 mm


(W x H)260 x 260 mm


STATION

GEODETIC DATUM

ELEVATION

EXISTING CROWN

GEODETIC DATUM

STATION

ELEVATION

EXISTING CROWN


STREETLINE

MAPPING

UTILITY

DESIGN

SURVEY(Year)


NOT TO SCALE

K

E

Y

P

L

A

N


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


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


DATE

CHARLTON BOULEVARD

ST

A. 2

+70

ST

A. 2

+70

2 OF 6



ST

A. 1+20

ST

A. 1+20

18ECS-LU-07SUB.A./D.F. A.B.







ON SITE.






(IF REQUIRED)














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



M.C./V.W.







JUNE 21, 2018

AND TEMPORARY VALVE



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



THE CONTRACT



N 4 8

48 8

97

E 310 420

N 4 8

48 8

29

E 310 294

65 Sunray Street


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



















(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


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










AND RESTORATION




AND RESTORATION


STA. 0+00 TO STA. 8+16 AND GRANTBROOK ST TO BE REMOVED IN ACCORDANCE


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. MIN. 19mm


PROP. MIN. 19mm



PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm



PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm



PROP. MIN. 19mm


0.6 m

0.6 m


INSTALL

ABANDONED)(TO BE

ABANDONED)(TO BE


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










AN

D V

AL

VE B

OX N

o.4

200

mm G

ATE V

AL

VE


CH 3

BH 3

BH 2

CH 2

LINESTREET SOUTH

LINESTREET NORTH

LINESTREET NORTH

LINESTREET SOUTH


B.M. STATION

H.C.M. STATION


CONSULTANTS


Acting Manager



Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and






ADDENDUM

DRAWINGS AS PER

REVISION TO TENDER

R

R

R

2 06/21/18 A.B.ADDENDUM 1



Toronto Hydro


Telecommunication (Rogers)Toronto Hydro

750 mm Conc.Stm.

675 mm Conc.Stm.

675 mm Conc.Stm.


Toronto Hydro

Toronto Hydro

Conc.Stm.


Toronto Hydro

Stm.

Stm.






Toronto Hydro

Stm.

Stm.

Telecommunication (Rogers)Telecommunication (Bell)










(Enbridge)32 mm PE IP Gas Main

(W x H)260 x 260mm Toronto Hydro Ductbank


STATION

GEODETIC DATUM

ELEVATION

EXISTING CROWN

GEODETIC DATUM

STATION

ELEVATION

EXISTING CROWN


STREETLINE

MAPPING

UTILITY

DESIGN

SURVEY(Year)


NOT TO SCALE

K

E

Y

P

L

A

N


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


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


DATE

CHARLTON BOULEVARD

3 OF 6



ST

A. 4

+20

ST

A. 2+70

ST

A. 2+70

ST

A. 4

+20








ON SITE.






(IF REQUIRED)













A.B.


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



M.C./V.W.







JUNE 21, 2018

AND TEMPORARY VALVE




THE CONTRACT




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


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


















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


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







AND RESTORATION




AND RESTORATION




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


(TO BE ABANDONED)

(TO BE ABANDONED)


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm



PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 25mm


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


VB. NO. 5


INSTALLABANDONED)(TO BE


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



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










(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


B.M. STATION

H.C.M. STATION


CONSULTANTS


Acting Manager



Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and






ADDENDUM

DRAWINGS AS PER

REVISION TO TENDER

R

R

R

R

R


R

R


Toronto Hydro



Toronto Hydro675 mm Conc.Stm.


Toronto Hydro

600 mm Conc.Stm.


Toronto Hydro

Toronto Hydro

Stm.


Stm.

Stm.

Stm.

Toronto Hydro

Stm.


Toronto Hydro









mm (W x H)410 x 260 DuctbankToronto Hydro



(Rogers)Telecommunication (Bell)Telecommunication Main (Enbridge)32mm PE IP Gas

(W x H)260 x 260 mm


(W x H)410 x 260 mm


(Rogers)

Telecommunication

600 mm Conc.Stm.

STATION

GEODETIC DATUM

ELEVATION

EXISTING CROWN

GEODETIC DATUM

STATION

ELEVATION

EXISTING CROWN


STREETLINE

MAPPING

UTILITY

DESIGN

SURVEY(Year)


NOT TO SCALE

K

E

Y

P

L

A

N


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


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


DATE

CHARLTON BOULEVARD

ST

A. 4+20

ST

A. 4+20

ST

A. 5

+70

ST

A. 5

+70

4 OF 6










ON SITE.






(IF REQUIRED)













A.B.


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



M.C./V.W.







JUNE 21, 2018

AND TEMPORARY VALVE




THE CONTRACT




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


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




















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










AND RESTORATION




AND RESTORATION




AND RESTORATION




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. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm



PROP. MIN. 19mm


PROP. MIN. 19mm



PROP. MIN. 19mm


PROP. MIN. 19mm



PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


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


(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


SPECIFICATIONSMANUFACTURERS TO EXCEED JOINT DEFLECTION NOT HORIZONTAL PIPE

COPPER WS. IF REQUIREDPROP. MIN. 19mm

0.9 m

0.9 m

0.8 m


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










(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


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


B.M. STATION

H.C.M. STATION


CONSULTANTS


Acting Manager



Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and






ADDENDUM

DRAWINGS AS PER

REVISION TO TENDER

R

R

A.B.

R

R

2 06/21/18 ADDENDUM 1


450 mm Conc.Stm.

Toronto Hydro

Telecommunication (Rogers)Toronto Hydro


150 mm D.l. Water Main

600 mm Conc.Stm.

525 mm Conc.Stm.




Toronto Hydro



Stm.

Conc.Stm.

Stm.



Toronto Hydro

Toronto Hydro

Toronto Hydro







(W x H)410 x 260 mm




x H)560 x 410 mm (W


STATION

GEODETIC DATUM

ELEVATION

EXISTING CROWN

GEODETIC DATUM

STATION

ELEVATION

EXISTING CROWN


STREETLINE

MAPPING

UTILITY

DESIGN

SURVEY(Year)


NOT TO SCALE

K

E

Y

P

L

A

N


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


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


DATE

CHARLTON BOULEVARD

5 OF 6



ST

A. 5+70

ST

A. 5+70

ST

A. 7

+10

ST

A. 7

+10








ON SITE.






(IF REQUIRED)













A.B.


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



M.C./V.W.







JUNE 21, 2018

AND TEMPORARY VALVE




THE CONTRACT




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


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











VERIFIED ON SITE)MATERIAL (TO BE UNKNOWN SIZE AND EX. WS



ON SITE)(TO BE VERIFIED COPPEREX. WS - 16mm



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


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










AND RESTORATION




AND RESTORATION




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


(TO BE ABANDONED)



PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm


PROP. MIN. 19mm

VB. NO. 7


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)


IF REQUIREDCOPPER WS. PROP. 19mm


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


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










(TO BE ABANDONED)(TO BE ABANDONED)

AN

D V

AL

VE B

OX N

o.7

200

mm G

ATE V

AL

VE


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


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


B.M. STATION

H.C.M. STATION


CONSULTANTS


Acting Manager



Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and






ADDENDUM

DRAWINGS AS PER

REVISION TO TENDER

R

R


R

R

R

R

R

RR


375 mm Conc.Stm.

375 mm Conc.Stm.




Toronto Hydro

Toronto Hydro

Toronto Hydro

450 mm Conc.Stm.



260 x 260mm (W x H)Toronto Hydro Ductbank



Stm.

Stm.

Stm.

Toronto Hydro

Toronto Hydro Toronto Hydro






560 x 410mm (WxH)Toronto Hydro Ductbank





(Enbridge) Gas Main

32 mm PE IP






(WxH)260 x 260mm DuctbankToronto Hydro

STATION

GEODETIC DATUM

ELEVATION

EXISTING CROWN

GEODETIC DATUM

STATION

ELEVATION

EXISTING CROWN

Unknown Utility

Unknown Utility


STREETLINE

MAPPING

UTILITY

DESIGN

SURVEY(Year)


NOT TO SCALE

K

E

Y

P

L

A

N


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


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


DATE

CHARLTON BOULEVARD

ST

A. 7+10

ST

A. 7+10

6 OF 6



FAIRCHILD AVENUE








ON SITE.






(IF REQUIRED)













A.B.


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



M.C./V.W.







JUNE 21, 2018

AND TEMPORARY VALVE




THE CONTRACT




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


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


N

(Enbrid

ge)

32

mm

PE IP

Gas

Main


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



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







AND RESTORATION




AND RESTORATION


STA. 0+00 TO STA. 8+16 AND TALBOT RD TO BE REMOVED IN ACCORDANCE


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



19mm PROP. MIN.



PROP. MIN. 19mm


PROP. MIN. 19mm


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


PROP. MIN. 19mm

0.6 m


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










(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



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


B.M. STATION

H.C.M. STATION


CONSULTANTS


Acting Manager



Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and






ADDENDUM

DRAWINGS AS PER

REVISION TO TENDER

R

R


Fibre Optic (Bell)

Toronto Hydro

STM.

Fibre Optic (Bell)




STM.



Toronto Hydro



50 mm SC IP Gas Main (Enbridge)



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.


(Enbridge)Gas Main 50 mm SC IP






Toronto Hydro

Toronto Hydro



Main150 mm C.I. Water


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


STREETLINE

MAPPING

UTILITY

DESIGN

SURVEY(Year)


NOT TO SCALE

K

E

Y

P

L

A

N


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


DATE1 OF 2

CADMUS ROADFROM MONTFORD DRIVE TO CENTRE AVENUE


STA. 0+80

STA. 0+80


AV

EN

UE

CE

NT

RE







ON SITE.






(IF REQUIRED)













A.B.


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



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.


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


JUNE 21, 2018



THE CONTRACT



AND TEMPORARY VALVE



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


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




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



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







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


(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



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










(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



1.6 m

BH 4

CH 4

CH B

CH 3

BH 3

CH 2

THES ConduitTHES Conduit


B.M. STATION

H.C.M. STATION


CONSULTANTS


Acting Manager



Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and






R ADDENDUM

DRAWINGS AS PER

REVISION TO TENDER

R

R

R

R


Fibre Optic (Bell)

Toronto Hydro

STMSTM.

560 x 410 mm (W x H)

Toronto Hydro Duckbank

Toronto Hydro

Toronto Hydro






Fibre Optic (Bell)

STM.









300 mm Conc.Stm.

300 mm Conc.Stm.

300 mm Conc.Stm.

Fibre Optic (Bell)



Fibre Optic (Bell)

Fibre Optic (Bell)Telecommunication (Rogers)




x H)560 x 410 mm (W DuckbankToronto Hydro

(Rogers)Telecommunication Main150 mm C.I. Water (Bell)Telecommunication


Conc.Stm.375 mm

STATION

GEODETIC DATUM

ELEVATION

EXISTING CROWN

GEODETIC DATUM

STATION

ELEVATION

EXISTING CROWN


STREETLINE

MAPPING

UTILITY

DESIGN

SURVEY(Year)


NOT TO SCALE

K

E

Y

P

L

A

N


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


DATE

CADMUS ROAD

2 OF 2

CADMUS ROADFROM MONTFORD DRIVE TO CENTRE AVENUE


ST

A. 0

+80

ST

A. 0

+80

MO

NTF

OR

D D

RIV

E


DRIV

EM

ON

TF

OR

D







ON SITE.






(IF REQUIRED)













A.B.


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



SE

E D

RA

WIN

G 1

8-0

1306-0

01

18-01306-002


150 mm

150 mm

150 mm

150 mm

V.B. NO. 1

V.B. NO. 2

V.B. NO. 3

M.C./V.W.


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


JUNE 21, 2018

T.V.A

AND TEMPORARY VALVE




THE CONTRACT



N 4 8

50 3

30

E 312 293

N 4 8

50 2

61

E 312 197

65 Sunray Street


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









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 Sewer250mm AC San Sewer

250mm AC San Sewer


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







(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


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'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










(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



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

Documents

wx.toronto.ca · LINE SOUTH STREET LINE STREET NORTH LINE STREET NORTH LINE STREET SOUTH L IN E S T R E E T Telecommunication W E S T L IN E S T R E E T W E S T L I N E S T R E E