THURODALE AVENUE...SUB-SURFACE UNDERGROUND ENGINEERING INVESTIGATION (SUE) OR MODIFIED TO MEET SURVEY UPDATE. UNDERGROUND UTILITIES OBTAINED FROM CITY "PUCC" FILES, CITY PLANS, TO

70

No.

72

No.

71

No.

69

No.

28

No.26

No. 24

No.

22

No.

20

No.

18

No.

70

No.59

No.

62

No.

600 mm Conc. Storm Sewer

150 mm Watermain

150 mm Watermain



150 mm Watermain

Bell Canada Burried Cable


Bell Canada Burried CableBell Canada Burried Cable


Bell Canada Conduit

Bell Canada Conduit



50 mm Gas Main

30 mm Gas Main

30 mm Gas Main

50 mm Gas Main

Rogers Cable Conduit


150 mm Watermain

Storm Sewer

1350 mm Conc.



250 mm UNK Sanitary Sewer 250 mm UNK Sanitary Sewer

250 mm UNK Sanitary Sewer



254+40

254+50

254+60

254+70

254+80

254+90

255+00

255+10

255+20

255+30

255+40

255+50

255+60

255+70

255+80

255+90

256+00

256+10

Construction Services

Engineering &

EXECUTIVE DIRECTOR

MICHAEL D'ANDREA, P.ENG

Transportation Infrastructure

Director, Design & Construction

FRANK CLARIZIO, P.ENG.

6003 (Cut Cross)

6004 (Cut Cross)

304712.338

305172.16

305129.769

4839989.612

4840121.811

4840122.864

125.704

125.317

305052.962 4840099.308 124.865

6000 (Cut Cross)

6005 (Cut Cross)

125.826

EASTING NORTHING ELEVATION

B.M. STATION

H.C.M. STATION

HORIZONTAL \ VERTICAL CONTROL MONUMENTS Local Roads


Manager, Design & Construction

LUIS DE JESUS, P.ENG.

LO W

STATION

GEODETIC DATUM

STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

GEODETICDATUM

AVETHURODALE

NOT TO SCALE

K

E

Y

P

L

A

N

18-02459-003

RELATED DRAWINGS: 18-02459-002

18-02459-002

DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION

STREETLINE

MAPPING

UTILITY

DESIGN

Engineering & Construction Services

18-02459_MAP.dgn

18-02459_MAP.dgn

18-02459_MAP.dgn

18-02459_RD.dgn

18-02459_MAP.dgnSURVEY(2017)

1 06.13.2018 ISSUED FOR TENDER J.B.

2 07.17.2018 ADDENDUM #2 J.B.

8.5

5

m

8.4

7

m

THURODALE AVENUE

E.S.L.

W.S.L.

W.S.L.

E.S.L.

MA

TC

H LIN

E S

EE D

RA

WIN

G 1

8-0

2459-0

02

CHIS

WIC

K A

VE

NU

E

CHIS

WIC

K A

VE

NU

E

NORTH STREET LINE

SOUTH STREET LINESOUTH STREET LINE

NORTH STREET LINE

SOUTH STREET LINE

NORTH STREET LINENORTH STREET LINE

SOUTH STREET LINE

SIDEWALK CONSTRUCTION

A.K.S.B.P.Q. J.B.

18-02459-003

THURODALE AVENUEFROM BROOKHAVEN DRIVE TO MARTINI DRIVE

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

115.00 m

120.00 m

125.00 m

130.00 m

135.00 m

CONTRACT No. 18ECS-TI-103LR

HORIZONTAL 1:200 VERTICAL 1:100

120.00 m

125.00 m

130.00 m

135.00 m

115.00 m

AV

EN

UE

CHIS

WIC

K

SIDEWALK TO BE RECONSTRUCTED -------------------------------------------------------------------------------------------------

PAVEMENT TO BE RECONSTRUCTED ------------------------------------------------------------------------------------------------

(131.073 G)

ON DRAWING as

oror

LEGEND:

EXISTING ELEVATIONS --------------------------------------------------------

100+00

PROPOSED CURB/GUTTER ELEVATIONS --------------------------------------------------------------------------- NORTH SIDE -----------------

SOUTH SIDE ----------------

CAST IRON TACTILE WALKING SURFACE INDICATORS TO BE INSTALLED -----------------------------------------------

SUPPLY AND INSTALL TOPSOIL AND SOD --------------------------------------------------------------------------------------------

orPROPOSED SPOT ELEVATIONS ------------------------------------------------------------------------------

UNIT PAVERS TO BE REINSTATED ------------------------------------------------------------------------------------------------------

NEW CATCH BASIN TO BE INSTALLED --------------------------------------------------------------------------------------------------

EXISTING CATCH BASIN TO BE ABANDONED (EXISTING DRAIN CONNECTION MY BE UTILIZED ------------------

LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"SURVEY DATA UPDATED "MARCH 24, 2017", "NOVEMBER 11, 2017"

AND DEPTH OF ANY UTILITY AND SHALL BE LIABLE FOR ALL, OR ANY DAMAGES.PURPOSES ONLY. THE CONTRACTOR SHALL SATISFY THEMSELVES AS TO THE ACTUAL LOCATION ALL EXISTING UTILITIES SHOWN ON DRAWINGS (PLAN AND PROFILE) ARE FOR REFERENCE

CLEARANCES BETWEEN UTILITIES THE WALL THICKNESS MAY NOT BE INDICATEDPROFILES TYPICALLY SHOW THE INSIDE DIAMETER OF PIPES. FOR

SUB-SURFACE UNDERGROUND ENGINEERING INVESTIGATION (SUE) OR MODIFIED TO MEET SURVEY UPDATE.UNDERGROUND UTILITIES OBTAINED FROM CITY "PUCC" FILES, CITY PLANS,

TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE CONSTRUCTION.INFORMATION REGARDING DEPTHS AND LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE.

BY EACH RESPECTIVE UTILITY STAKEHOLDER.PROPOSED IN PLACE GAS AND HYDRO LOCATIONS ARE TAKEN FROM AS-BUILT NOTES PROVIDED

PLANIMETRIC MAPPING DATA OBTAINED FROM AERIAL PHOTOGRAPHY DATED "APRIL, 2005"

TREE PROTECTION FENCING --------------------------------------------------------------------------------------------------------------

31 OF 31

PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS ------------------------------------------------------------

NEW SIDEWALK TO BE CONSTRUCTED ----------------------------------------------------------------------------------------------

JULY, 2018

RESIDENTAIL ASPHALT DRIVEWAY TO BE RECONSTRUCTED ---------------------------------------------------------------

2

2

2

1.5

0 m

2.5

0 m

P.O.T.2

2.5

0 m

1.5

0 m

4.1

8 m

2.4

0 m

1.8

0 m

1.8

0 m

4.3

0 m

30 m

R = 4.4 mR = 6.0 m

R = 5.0 m

1.8

0 m

SEE TYPICAL CROSS SECTION 'D'CONSTRUCT CONCRETE SIDEWALK

CENTRELINE OF CONSTRUCTION

Sta 256+10.000

E 305097.052

N 4840108.356

P.O.T.2

254+40

254+60

254+80

255+00

255+20

255+40

255+60

255+80

256+00

256+10

TO MATCH EXISTING (TYP.)LIMIT OF SIDEWALK CONSTRUCTION

(TYP.)MATCH EXISTING

CONSTRUCTION TOLIMIT OF SIDEWALK

NE

W B

C

1/2 R

NEW EC

PLATES (TYP.)DETECTABLE WARNING

INSTALL CAST IRON

(TYP.)AS PER STANDARD T-216.02-8CONSTRUCT NEW SUBDRAIN

PRIOR TO CONSTRUCTION (TYP.)CONFIRM IF SUBDRAIN EXISTSCONNECT TO EXISTING SUBDRAIN

BASIN LEAD250 mm PVC CATCH

STORM SEWERCORE INTO EXISTING

6.7

0 m

(TYP.)FOR CONSTRUCTION NEAR TREES (2016)PROTECTION POLICY AND SPECIFICATIONSOUTLINED IN THE CITY OF TORONTO TREEAS APPROVED BY CITY OF TORONTO OR ASTO FOLLOW DETAILS AND SPECIFICATIONSTREE PROTECTION FENCING INSTALLATION

(TYP.)RESTORATION LIMITSPROP. TOP SOIL AND SOD

2.4

0 m

TO REMAIN (TYP.)EXISTING SIDEWALK

PRIOR TO CONSTRUCTIONREMOVED BY OTHERSAND PLANTERS TO BEEXISTING BRICK WALLS

DRIVEWAY (TYP.)EXISTING ASPHALTREMOVE AND REPLACE

ON DWG. 18-02459-002SEE TYPICAL CROSS SECTION 'A'CONSTRUCT CONCRETE SIDEWALK

CONCRETE CURBREMOVE EXISTING

SEE TYPICAL CROSS SECTION 'C'CONCRETE CURB AND SIDEWALKPAVEMENT AND CONSTRUCTREMOVE EXISTING ASPHALT

R = 5.0 mR = 5.0 m

TO REMAIN (TYP.)EXISTING CURB

DETAIL ON DWG. 18-02459-002SEE CURB RECONSTRUCTIONEXISTING CONCRETE CURB (TYP.)REMOVE AND REPLACE

ENTRANCES (TYP.)ACROSS DRIVEWAYMATCH EXISTING GRADES

AT CENTRELINE

EXISTING GROUND

254+75.6

51

125.4

78 G

254+81.3

59

125.4

59 G

254+90.0

00

125.4

19 G

254+97.5

42

125.3

57 G

255+00.6

94

125.4

14 G

-0.33%G -0.47%G -0.82%G 1.80%G

125.6

28 cc

125.6

09 cc

125.5

69 cc

125.5

07 cc

125.5

64 cc

-0.33%cc -0.47%cc -0.82%cc 1.80%cc

SEE PLAN FOR ELEVATIONS


NE

W C

B

NE

W B

C

0.3 m

2-4%

FULL DEPTHSAW-CUT PAVEMENT

ROAD BASE (FULL DEPTH)PAVEMENT AND GRANULARREMOVE EXISTING ASPHALT

150 mm SUBDRAIN (T-216.02-8)19 mm CLEAR STONE

OF GRANULAR ROADBASEMATCH EXISTING DEPTH

TO REMAINEXISTING ROADBASE

150 mm GRANULAR 'A'

NOT TO SCALE

AS DIRECTEDDROP CURB

(MATCH EXISTING DEPTH)SP 19.0 ASPHALT40 mm SP 12.5 ASPHALT

AS PER DRAWING T-600.11-1

CONSTRUCT CONCRETE CURB

2-4%

NOT TO SCALE

150 mm GRANULAR 'A'

VAPOUR BARRIER (OR EQUIVALENT)POLYETHYLENE100 µm THICK

NOTES:

ENTRANCES. APARTMENT AND LANEWAY DEPTH FOR COMMERCIAL,2. PROVIDE 180 mm CONCRETE

32MPa @ 7% +/- 1.5% AIR.1. ALL CONCRETE SHALL BE

CONCRETE CURBREMOVE EXISTING

AS REQUIRED

3:1 MAX.

AS REQUIREDWIDTH VARIES

MATCH EXISTING GROUND

AS REQUIRED

3:1 MAX.

DRAWING T-310.010-2 (SEE NOTE 2)130 mm CONCRETE SIDEWALK AS PER

AS REQUIRED WIDTH VARIES

GROUND

MATCH EXISTING

ELEVATIONSEE PLAN FOR

3:1 MAX.

BACK OF CURBMATCH EXISTING

1.8 m

1.5 m WIDTH VARIES

TO MATCH EXISTING (TYP.)AND SOD AS REQUIRED

RESTORE EXISTING TOP SOIL

(SEE NOTE 2)DRAWING T-310.010-2

SIDEWALK AS PER150 mm CONCRETE

(OR EQUIVALENT)VAPOUR BARRIER

POLYETHYLENE100 µm THICK

MATCH EXISTINGAS REQUIRED TO

TOP SOIL AND SODRESTORE EXISTING

100+00

.

(131.0

73 G)

N 4 840 100

E 3

05 0

50

N 4 840 100

E 3

05 0

00

CBNEW

CBNEW

TYPICAL CROSS SECTION 'C'

TYPICAL CROSS SECTION 'D'

HE

RSAV

RS

Asph

CC

AV

WKCC

AV

BMH

CC

HE

Private LS

BT

Pedestal

HEWK

BT

Pedestal

HE

Grass Grass

Grass GrassAsph

Asph Asph

Asph

Asph

Grass

Grass

Grass Grass

Grass

Grass GrassGrass

GrassGrass

Asph

Asph

ConBrick

Bric

k

Grass

RS

RS

RS

RS

BELL BOX

BPED

TB

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

TRETHEWEY DR

JA

NE S

T

LAWRENCE AVE W

JA

NE S

T

BL

AC

K

CREE

K

DR

LAWRENCE AVE W

HE

AR

ST

CR

CLHEARST CRCL

HARDING AVE

PARKCHESTER

RD

CHIS

WIC

K

AV

E

SORLYN AVE

TE

DD

ER

ST

RE

NFIE

LD

ST

NORANDA DR

MONARCHDALE AVE

WESTCHESTER RD

MARSHLYNN AVE

THE

WIS

HBO

NE

HE

AR

NE

AV

E

PAMILLE PL

DU

CK

WO

RT

H S

T

MA

RTINI D

R

FOX POINT

BR

OO

KH

AV

EN

DR

BR

OO

KH

AV

EN

DR

ST

AR

EN

A

ST

BL

AC

KS

TO

NE

DREVERGLADES

AV

E

CHIS

WIC

K

DR

STEWART SMITH

ST

TE

DD

ER

BL

AC

K

CREE

K

DR

N

0.0

00

G

0.0

00cc

0.0

00cc

125.8

25

125.7

59

125.6

94

125.6

13

125.5

26

125.4

84

125.4

99

125.5

34

125.3

60

125.2

25

125.117

125.0

17

124.9

26

124.8

53

124.7

96

124.8

34

[ ]

. G

. cc

.

G

0.0

00

G

. G

CB

125.550 cc

125.439 G

125.5

64 cc

125.4

14

G

125.60

0 cc

125.450 G

125.299 dc

125.2

69

G

125.3

88

125.6

24

125.5

01

125.2

42

125.17

1

125.2

21

125.15

6

125.0

99

[125.522 cc]

[125.399 G]

[125.4

45 cc]

[125.34

5 G]

[125.396 cc]

[125.311 G]

[12

5.3

28 cc]

[12

5.2

19

G]

[125.483 cc]

[125.368 G](T

YP.)

0.3

0 m

3.65 m

3.65 m

4.41 m

5.05 m

3.90 m

3.8

7 m

23 of 32

1980

No.

T.H.E.S. Conduit

Bell Canada Conduit

300 mm Watermain

T.H.E.S. Conduit

100 mm Watermain

100 mm Watermain

Bell Canada Conduit

500 mm Watermain Aband'd

600 mm RCP Storm Sewer

1100 mm x 1650 mm E.S.B.R. Comb. Sewer

225 mm V.P. Private Sewer

500 mm H.P. Gas Main Aband'd

300 mm Watermain

T.H.E.S. Conduit

150 mm Gas Main


Bell Canada Conduit



1100 mm x 1650 mm E.S.B.R. Comb. Sewer


150 mm Gas MainT.H.E.S. Conduit

300 mm Watermain500 mm H.P. Gas Main Aband'd

225 mm V.P. Private Sewer

T.H.E.S. Ca

ble

T.H.E.S. Cable

Bell Canada Buried Cable

TTC Streetcar Track

150+00

150+10

150+20

150+30

150+40

150+50

150+60

150+70


Engineering &

EXECUTIVE DIRECTOR






B.M. STATION

H.C.M. STATION

HORIZONTAL \ VERTICAL CONTROL MONUMENTS

306984.727

307171.732

306984.513

307098.361

4836900.499

116.166

121.913

124.2876000 (Cut Cross)

4837089.548

4836668.585

2219740066

2019843007

2020050004 4837040

123.88

Local Roads




EXISTING CROWN ELEVATION

STATION STATION

GEODETIC DATUMGEODETIC DATUM

STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

GU

NN

S R

D

NOT TO SCALERELATED DRAWINGS: 18-02460-002

K

E

Y

P

L

A

N

18-0

2460-0

0118-0

2460-0

02


STREETLINE

MAPPING

UTILITY

DESIGN


18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_RD.dgn

SURVEY(2017)


2 07.17.2018 ADDENDUM #2 J.B.

25 36'23.47"

WEST STREET LINE

EAST STREET LINE

MA

TC

H LIN

E S

EE D

RA

WIN

G 1

8-0

2460-0

02

GUNNS ROAD

N.S.L.

S.S.L.

N.S.L.

S.S.L.

EAST STREET LINE

WEST STREET LINE

WE

ST

ST.

CL

AIR A

VE

NU

E

GUNNS ROAD

A.K.S. J.B.

18-02460-001

B.P.Q.

FROM ST. CLAIR AVENUE WEST TO WESTON ROAD

SIDEWALK RECONSTRUCTION

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

130.00 m

125.00 m

120.00 m

115.00 m

110.00 m

130.00 m

125.00 m

120.00 m

115.00 m

110.00 m



PAVEMENT TO BE RECONSTRUCTED -------------------------------------------------------------------------------------------------

LEGEND:

CAST IRON TACTILE WALKING SURFACE INDICATORS TO BE INSTALLED ----------------------------------------------

LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"

SURVEY DATA UPDATED "MARCH 14, 2017"







10 OF 31

SIDEWALK TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------

COMMERCIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED --------------------------------------------------------------

SUPPLY AND INSTALL TOPSOIL AND SOD -------------------------------------------------------------------------------------------

PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS ----------------------------------------------------------


WE

ST

ST.

CL

AIR A

VE

NU

E

JULY, 2018

2

P.O.T.1B.C.1

Sta 150+00.000

E 307114.460

N 4836648.916

P.O.T.1

150+00

150+00

150+00

150+20

150+40

150+60

CENTRE LINE ALIGNMENT

Curve Data Centreline Station Northing Easting

R

T

L

BC1 150+33.872142.000 BC1 4836681.394

EC1 150+95.950 EC1 4836735.249 EC1 307074.971

BC1 307104.844

63.462 m

32.270 m


ON DWG. No. 18ECS-TI-103LR_G2 (TYP.)ALL CB'S IN THE PROJECT AREA PER DETAIL 'A'PROVIDE SEDIMENT CONTROL TRAPS FOR

CURB AND SIDEWALK TO REMAIN (TYP.)EXISTING MONOLITHIC CONCRETE

AT CENTRELINE

EXISTING GROUND

N 4 8

36 6

00

E 307 150

N 4 8

36 6

50

E 307 100

CC

TTCTTC

TTC

HW

HW

TTC

HW

TTC

TL

HW

TL

HW

HW

SMH

HW

HW

TTC

HW

TTCTL

TL

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

AL

EN

TEJ

O

ST

OL

D

WES

TO

N

RD

KE

EL

E S

TST CLAIR AVE W

WES

TO

N

RD

MARIA ST

UNIO

N

ST

AV

ON

AVE

MU

LO

CK

AV

E

CA

WT

HR

A

AV

E

HIL

LD

AL

E

RD

MCCORMACK ST

KE

EL

E S

T

FELTHAM AVE

VIELLA ST

MA

YB

AN

K

AV

E

GLEN SCARLETT RD

LAPP S

T

KA

NE

AV

E

RYDING AVE

ETHEL AVE

BLV

D

HU

MBER

DRTERRY

AVECRIPPS

AVEGARROW

AVEORMAN

ST

RA

VE

NA

L

AV

EB

LA

KL

EY

STHENRIETTA

ST

SP

EA

RS

AVECAYUGA

AVENORTHLAND

ST

LEIG

H

AV

ON

AV

E

AVESENECA

AVE

HILLBORN

SYMES RD

RD

SY

MES

CA

NN

ES

CR

CL

GT

MO

ND

OVI

BLVDTARRAGONA

AV

EC

OB

AL

T

CR

ES

GO

UR

LA

Y

YA

RD

S

RD

OL

D

ST

OC

K

AV

ED

OD

S

ST

SHIP

MA

N

ST

BO

LE

R

AV

EC

LE

ND

EN

AN

AV

EQ

UE

BE

C

AV

EM

UR

RA

YM

C

AVELLOYD

STHIRONS

LANEBRIC

KWORKS

CR

ES

BIR

DS

TO

NE

WES

TO

N

RD

ST CLAIR AVE WST

TOWNSLEY

ST

BE

NN

Y

ST

AR

K

AV

EB

RIT

AN

NIA

RDLAVENDER

ST

RE

GE

NT

AVETURNBERRY

RD

ROGERS

AVEHILLARY

TERESTORIL

GDNSBRAGA

CR

ES

SA

GR

ES

AVE

WESTPORT

DUNDAS ST W

STWEST TORONTO

N

124.185

124.156

124.170

124.2

03

124.196

124.2

02

REGULATED AREASAND MUST BE OUTSIDE OF TRCAGUNNS ROAD PROJECT AREATAKE PLACE OFF SITE OF THEALL CONCRETE WASHOUTS SHALL

WEST CURB LINEMATERIALS, ETC. WEST OF THESTOCKPILE/STORE EQUIPMENT,CONTRACTOR SHALL NOT

24 of 32

T.H.E.S. Cable

T.H.E.S. Cable

T.H.E.S. Cable

T.H.E.S. Cable

Bell Canada Conduit

T.H.E.S. Conduit

150 mm Gas Main

200 mm Watermain

Bell Canada Cable

150 mm Gas Main

T.H.E.S. Conduit

300 mm VP Comb. Sewer


200 mm Watermain

Bell Canada Conduit

Bell Canada Conduit

Bell Canada Conduit

Storm Sewer

825 mm RCP

50 mm Gas Main

T.H.E.S. Conduit

T.H.E.S. Conduit

300 mm VP Comb. Sewer

75 mm PVC Transp. Conduit

75 mm PVC Transp. Conduit

150+70

150+80

150+90

151+00

151+10

151+20

151+30

151+40

151+50

151+60

151+70

151+80

151+90

152+00

152+10

152+20

152+30


Engineering &

EXECUTIVE DIRECTOR





306984.727

307171.732

306984.513

307098.361

4836900.499

116.166

121.913

124.2876000 (Cut Cross)

4837089.548

4836668.585

2219740066

2019843007

2020050004 4837040

123.88


B.M. STATION

H.C.M. STATION





LO WHIGH

STATION


STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

GU

NN

S R

D

18-0

2460-0

0118-0

2460-0

0218-0

2460-0

03

NOT TO SCALERELATED DRAWINGS: 18-02460-001/003

K

E

Y

P

L

A

N


STREETLINE

MAPPING

UTILITY

DESIGN


18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_RD.dgn

SURVEY(2017)


2 07.17.2018 ADDENDUM #2 J.B.

29 54'30.18"

25 36'23.47"

B.P.Q. A.K.S. J.B.

18-02460-002

GUNNS ROADFROM ST. CLAIR AVENUE WEST TO WESTON ROAD


MA

TC

H LIN

E S

EE D

RA

WIN

G 1

8-0

2460-0

03

MA

TC

H LIN

E S

EE D

RA

WIN

G 1

8-0

2460-0

01

GUNNS ROAD

VIL

LA

GE E

NT

RA

NC

E

ST

OC

K Y

AR

DS

EAST STREET LINE

EAST STREET LINE

WEST STREET LINE

WEST STREET LINE

N.S.L. S

.S.L.

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

130.00 m

125.00 m

120.00 m

115.00 m

110.00 m

130.00 m

125.00m

120.00 m

115.00 m

110.00 m



STREET LINE

WEST

PAVEMENT TO BE RECONSTRUCTED ------------------------------------------------------------------------------------------------

(131.073 G)

ON DRAWING as

oror

LEGEND:


100+00

PROPOSED CURB/GUTTER ELEVATIONS --------------------------------------------------------------------------- EAST SIDE -----------------


WEST SIDE ----------------

BO

ULE

VA

RD

TA

RR

AG

ON

A

11 OF 31




CAST IRON TACTILE WALKING SURFACE INDICATORS TO BE INSTALLED ---------------------------------------------

TREE PROTECTION FENCING ------------------------------------------------------------------------------------------------------------



NEW BICYCLE PROOF CATCH BASIN FRAME AND COVER TO BE INSTALLED -----------------------------------------




UTILITIES THE WALL THICKNESS MAY NOT BE INDICATED.PROFILES TYPICALLY SHOW THE INSIDE DIAMETER OF PIPES. FOR CLEARANCES BETWEEN





BO

ULE

VA

RD

TA

RR

AG

ON

A

EN

TR

AN

CE

VIL

LA

GE

ST

OC

K Y

AR

D

JULY, 2018

2

2

2

2

2

2

2.1

0 m


4.7

0 m

6.3

5 m

5.2

4 m

0.3

0 m

0.3

0 m

E.C.1

B.C.2

E.C.2

REMOVE EXISTING BOLLARDS

7.1

7 m

PLATES (TYP.)DETECTABLE WARNINGINSTALL CAST IRON

150+80

151+00

151+20

151+40

151+60

151+80

152+00

152+20

1.5

0 m

0.7

0 m

0.7

0 m

5.7

7 m

0.9

5 m

2.1

0 m


Curve Data Centreline Station Northing EastingR

T

L

BC2 151+46.578134.000 BC2 4836773.144

EC2 152+16.929 EC2 4836835.382 EC2 307010.366

BC2 307041.397

69.948 m

35.790 m



R

T

L

BC1 150+33.872142.000 BC1 4836681.394

EC1 150+95.950 EC1 4836735.249 EC1 307074.971

BC1 307104.844

32.270 m

63.462 m

3.2

0 m

2.1

0 m

3.2

0 m

2.1

0 m

1.0

0 m

1.0

0 m

1.0

0 m

1.0

0 m

SEE TYPICAL CROSS SECTION 'B'CONSTRUCT CONCRETE SIDEWALK

SEE TYPICAL CROSS SECTION 'A'CONSTRUCT CONCRETE SIDEWALK

CONSTRUCTION (TYP.)LIMIT OF SIDEWALK

R= 15 m




(TYP.)ACROSS DRIVEWAY ENTRANCEMATCH EXISTING GRADES

TO REMAIN (TYP.)EXISTING SIDEWALKTO REMAIN (TYP.)

EXISTING CURB AND GUTTER

PRIOR TO CONSTRUCTIONRELOCATED BY OTHERS

EXISTING GUY WIRE TO BE

PRIOR TO CONSTRUCTIONRELOCATED BY OTHERS

EXISTING GUY WIRE TO BE

TREESREMOVE EXISTING

DRIVEWAY (TYP.)EXISTING ASPHALT

REMOVE AND REPLACE

AS PER T-600.05-1 (TYP.)CONCRETE CURB AND GUTTER

REMOVE AND REPLACE EXISTING

AS PER T-310.010-5 (TYP.)AROUND EXISTING UTILITY POLE

CONSTRUCT CONCRETE SIDEWALK

MATCH EXISTING WIDTH (TYP.)AS PER T-310.010-2CONCRETE SIDEWALKREMOVE AND REPLACE EXISTING

(TYP.)CURB AND SIDEWALK TO REMAIN

EXISTING MONOLITHIC CONCRETE

T-310.010-4AND SIDEWALK AS PER

MONOLITHIC CONCRETE CURBREMOVE AND REPLACE EXISTING

R= 14 m

0.3

0 m

ON DWG. 18-02460-003SEE TYPICAL CROSS SECTION 'C'

AS PER T-600.05-1 (TYP.)CONCRETE CURB AND GUTTER

REMOVE AND REPLACE EXISTING

(TYP.)ENTRANCES DRIVEWAYACROSS

MATCH EXISTING GRADES

AT CENTRELINE

EXISTING GROUND151+89.3

60

124.0

15 G

152+00.0

00

123.9

53 G

152+10.0

00

123.8

75 G

152+20.0

00

123.8

03 G

152+26.8

85

123.7

35 G

-0.59%G-0.78%G-0.72%G-0.98%G0.55%G

123.7

52 G

152+30.0

00

[123.7

48]

EX. C

B

151+78.0

00

123.9

34 G

0.73%G

150 mm GRANULAR 'A'

NOT TO SCALE


POLYETHYLENEµm THICK100

2-4%



3:1 MAX.AS REQUIRED

DIMENSIONSSEE PLAN FORWIDTH VARIES


GUTTER TO REMAIN

EXISTING CURB AND

NOT TO SCALE

150 mm GRANULAR 'A'

WIDTH VARIES SEE PLAN

(SEE NOTE 2)AS PER DRAWING T-310.010-2

150 mm CONCRETE SIDEWALK

AS PER T-310.010-2 (SEE NOTE 2)130 mm CONCRETE SIDEWALK

SEE PLAN FOR DIMENSIONSWIDTH VARIES

TO MATCH EXISTINGAND SOD AS REQUIRED

DRIVEWAY OR TOP SOILRESTORE EXISTING


GROUNDMATCH EXISTING

REQUIRED TO MATCH EXISTINGOR TOP SOIL AND SOD ASRESTORE EXISTING DRIVEWAY

2-4%


AS REQUIRED

3:1 MAX.

TO MATCH EXISTINGREQUIREDAND SOD AS

OR TOP SOILDRIVEWAY RESTORE EXISTING


300 mm

BASE OF CURBMATCH EXISTING

TO REMAINAND GUTTEREXISTING CURB

TOP OF CURBMATCH EXISTING

N 4 836 800

E 307 000

N 4 836 800

E 307 050

100+00

.

(131.0

73 G)

TYPICAL CROSS SECTION 'A'

TYPICAL CROSS SECTION 'B'

Asph

AV

TL

Asph

Asph

Asph

HE

Asph

Asph

Asph

Asph

Bol

RS

HW

HE

TL

Asph

Asph

TL

HW

HW

HYD

TL

Asph

WVHE

Asph

WV

HW

Asph

Asph

Asph

Asph

CC

HW

Asph

Asph

Asph

HE

Asph

Asph

Asph

Bol

HW CC

RS

RS

Bol

G/P

SIB

TL

RS

TTC

G/P

TL

RS

HW

TTC

BT Pedesta

l

SMH

HW

HW

SMH

TTC

HWTL

MTR

MT

R

HMH

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

TL

AL

EN

TEJ

O

ST

OL

D

WES

TO

N

RD

KE

EL

E S

TST CLAIR AVE W

WES

TO

N

RD

MARIA ST

UNIO

N

ST

AV

ON

AVE

MU

LO

CK

AV

E

CA

WT

HR

A

AV

E

HIL

LD

AL

E

RD

MCCORMACK ST

KE

EL

E S

T

FELTHAM AVE

VIELLA ST

MA

YB

AN

K

AV

E

GLEN SCARLETT RD

LAPP S

T

KA

NE

AV

E

RYDING AVE

ETHEL AVE

BLV

D

HU

MBER

DRTERRY

AVECRIPPS

AVEGARROW

AVEORMAN

ST

RA

VE

NA

L

AV

EB

LA

KL

EY

STHENRIETTA

ST

SP

EA

RS

AVECAYUGA

AVENORTHLAND

ST

LEIG

H

AV

ON

AV

E

AVESENECA

AVE

HILLBORN

SYMES RD

RD

SY

MES

CA

NN

ES

CR

CL

GT

MO

ND

OVI

BLVDTARRAGONA

AV

EC

OB

AL

T

CR

ES

GO

UR

LA

Y

YA

RD

S

RD

OL

D

ST

OC

K

AV

ED

OD

S

ST

SHIP

MA

N

ST

BO

LE

R

AV

EC

LE

ND

EN

AN

AV

EQ

UE

BE

C

AV

EM

UR

RA

YM

C

AVELLOYD

STHIRONS

LANEBRIC

KWORKS

CR

ES

BIR

DS

TO

NE

WES

TO

N

RD

ST CLAIR AVE WST

TOWNSLEY

ST

BE

NN

Y

ST

AR

K

AV

EB

RIT

AN

NIA

RDLAVENDER

ST

RE

GE

NT

AVETURNBERRY

RD

ROGERS

AVEHILLARY

TERESTORIL

GDNSBRAGA

CR

ES

SA

GR

ES

AVE

WESTPORT

DUNDAS ST W

STWEST TORONTO

N

0.0

00

G

124.2

02

124.2

53

124.2

63

124.2

56

124.2

56

124.2

67

124.2

46

124.2

00

124.180

124.148

124.0

92

124.0

34

124.0

43

124.0

46

124.0

05

123.9

45

123.9

00

[ ]

. G

. cc

.

G

0.0

00

G

. G

CB

[124.049

G]

[124.0

87

G]

[124.0

88 G]

[124.034 G]

(TYP.)

5.45 m



8.25 m

25 of 32

33No.

MEAT PACKERS

ST. HELEN'S

30No.

1-3

No.

T.H.E.S. Conduit

150 mm Gas Main

900 mm RCP Storm Sewer300 mm VP Comb. Sewer

Bell Canada Cable

Bell Canada Cable Aband'd200 mm Watermain

T.H.E.S. Conduit

T.H.E.S. Conduit


200 mm Watermain

150 mm Gas Main

T.H.E.S. Conduit

T.H.E.S. Conduit150 mm Gas Main Aband'd

100 mm Gas Main

T.H.E.S. Conduit


150 mm Watermain

450 mm VP Storm Sewer

T.H.E.S. Conduit



Bell Canada Conduit


Bell Canada Conduit

300 mm Watermain 300 mm Watermain


300 mm VP San. Sewer Aband'd


152+30

152+40

152+50

152+60

152+70

152+80

152+90

153+00

153+10

153+20

153+30

153+40

153+50

153+60

153+70

153+80

153+90


Engineering &

EXECUTIVE DIRECTOR





306984.727

307171.732

306984.513

307098.361

4836900.499

116.166

121.913

124.2876000 (Cut Cross)

4837089.548

4836668.585

2219740066

2019843007

2020050004 4837040

123.88


B.M. STATION

H.C.M. STATION





STATION


STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

GU

NN

S R

D

18-0

2460-0

0218-0

2460-0

03

18-02460-004

NOT TO SCALERELATED DRAWINGS: 18-02460-002/004

K

E

Y

P

L

A

N


STREETLINE

MAPPING

UTILITY

DESIGN


18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_RD.dgn

SURVEY(2017)


2 07.17.2018 ADDENDUM #2 J.B.

LEGEND:

MATCH EXISTING (TYP.)LIMIT OF SIDEWALK CONSTRUCTION

AS PER T-219.130-1PROP. SILT CONTROL FENCE

85 50'57.81"

MA

TC

H LIN

E S

EE D

RA

WIN

G 1

8-0

2460-0

02

MA

TC

H LIN

E S

EE D

RA

WIN

G 1

8-0

2460-0

04

GUNNS ROAD

EAST STREET LINE

WEST STREET LINE

WEST STREET LINE

EAST STREET LINE

N.S.L.

S.S.L.

WEST STREET LINE

B.P.Q. A.K.S. J.B.

18-02460-003



DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

130.00 m

125.00 m

120.00 m

115.00 m

110.00 m

130.00 m

125.00 m

120.00 m

115.00 m

110.00m



RO

AD

GLE

N S

CA

RLE

TT

RO

AD

GLE

N S

CA

RLE

TT


(131.073 G)

ON DRAWING as

ororEXISTING ELEVATIONS --------------------------------------------------------

100+00


SOUTH SIDE ----------------









12 OF 31






SILT FENCE AS PER STANDARD T-219.130-1 ---------------------------------------------------------------------------------------




JULY, 2018

2

2

2

2

2


2.1

0 m

2.1

0 m

1.8

0 m

1.8

0 m

4.8

0 m

0.3

0 m

0.3

0 m

B.C.3

4.7

0 m

4.8

0 m

152+40

152+60

152+80

153+00

153+20

153+40

153+60

153+80

0.9

5 m

0.8

5 m

1.5

0 m

0.8

5 m

1.5

0 m

1.0

0 m

1.7

0 m

1.0

0 m

1.0

0 m



(TYP.)GUTTER TO REMAINEXISTING CURB AND

SEE TYPICAL CROSS SECTION 'C'CONSTRUCT CONCRETE SIDEWALK

MATCH EXISTING (TYP.)RECONSTRUCTIONLIMIT OF SIDEWALK





R

T

L

BC3 153+81.17154.000 BC3 4836996.348

EC3 154+62.082 EC3 4837056.543 EC3 307019.999

BC3 306977.733

80.911 m

50.223 m



REMOVE AND REPLACE

(TYP.)CONSTRUCTION NEAR TREES (2016)

POLICY AND SPECIFICATIONS FORTHE CITY OF TORONTO TREE PROTECTION

CITY OF TORONTO OR AS OUTLINED INAND SPECIFICATIONS AS APPROVED BY

INSTALLATION TO FOLLOW DETAILS TREE PRTOTECTION FENCING

SEE TYPICAL CROSS SECTION 'C'AS PER T-600.05-1 (TYP.)

CONCRETE CURB AND GUTTERREMOVE AND REPLACE EXISTING

ENTRANCES (TYP.)ACROSS DRIVEWAY


AT CENTRELINE

EXISTING GROUND

152+30.0

00

123.7

52 G

152+40.0

00

123.7

22 G

152+50.0

00

123.6

93 G

152+60.0

00

123.6

58 G

152+70.0

00

123.6

13 G

152+80.0

00

123.5

01 G

152+87.5

26

123.3

90 G

153+00.0

00

123.3

08 G

-0.30%G-0.30%G-0.35%G-0.46%G-1.11%G-1.48%G-0.65%G-0.65%G

[123.4

15]

EX. C

B

153+10.1

69

123.2

42 G


2-4%



3:1 MAX.AS REQUIRED



GUTTER TO REMAIN

EXISTING CURB AND

NOT TO SCALE

150 mm GRANULAR 'A'








0.3 m


150 mm GRANULAR 'A'


NOT TO SCALE






SEE PLAN FOR DIMENSIONSWIDTH VARIES

ROAD BASE (FULL DEPTH)PAVEMENT AND CONCRETEREMOVE EXISTING ASPHALT

AND GUTTER AS PER T-600.05-1

REMOVE AND REPLACE EXISTING CURBTO REMAINEXISTING ROADBASE

MATCH EXISTING DEPTH250 mm CONCRETE (MIN.)

BREAK OUT PAVEMENT

MATCH EXISTING DEPTH150 mm GRANULAR 'A' (MIN.)

2-4%


AS REQUIRED

3:1 MAX.




(SEE NOTE 3)THAN 300 mmREMOVAL IS GREATERWHEN WIDTH OFHOOK BOLT DOWELSINSTALL ANCHOR

KEYWAY50 mm x 75 mm CHAMFERED

NOTES:

ANCHOR HOOK BOLT DOWELS TO BE INSTALLED AS PER T-508.010-1.

3. IF CONCRETE BASE IS REMOVED BEYOND THE 300 mm WIDTH,

APARTMENT AND LANEWAY ENTRANCES.

2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,

1. ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.

NOTE 3)

(SEE

N 4 8

36 9

50

E 307 000

100+00

(131.0

73 G)

N 4 8

37 0

00

E 307 000


TYPICAL CROSS SECTION 'C'

Asph

Asph

Asph

HE

HMH

Asph

HW

Asph

GV

Asph

Asph

BT Pedestal Asph

GV

Asph

HE

SMH

Asph

HE

Asph

RS

BH

Asph

HMH

WV

HYD

Asph

HY

D

HW

WV

Asph

Asph

Asph

Asph

Asph

Asph

Asph

Asph Asph

HE

Asph

HE

Asph

Asph

Asph

Asph

CC

CC

HCP

TWW

TB

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

AL

EN

TEJ

O

ST

OL

D

WES

TO

N

RD

KE

EL

E S

TST CLAIR AVE W

WES

TO

N

RD

MARIA ST

UNIO

N

ST

AV

ON

AVE

MU

LO

CK

AV

E

CA

WT

HR

A

AV

E

HIL

LD

AL

E

RD

MCCORMACK ST

KE

EL

E S

T

FELTHAM AVE

VIELLA ST

MA

YB

AN

K

AV

E

GLEN SCARLETT RD

LAPP S

T

KA

NE

AV

E

RYDING AVE

ETHEL AVE

BLV

D

HU

MBER

DRTERRY

AVECRIPPS

AVEGARROW

AVEORMAN

ST

RA

VE

NA

L

AV

EB

LA

KL

EY

STHENRIETTA

ST

SP

EA

RS

AVECAYUGA

AVENORTHLAND

ST

LEIG

H

AV

ON

AV

E

AVESENECA

AVE

HILLBORN

SYMES RD

RD

SY

MES

CA

NN

ES

CR

CL

GT

MO

ND

OVI

BLVDTARRAGONA

AV

EC

OB

AL

T

CR

ES

GO

UR

LA

Y

YA

RD

S

RD

OL

D

ST

OC

K

AV

ED

OD

S

ST

SHIP

MA

N

ST

BO

LE

R

AV

EC

LE

ND

EN

AN

AV

EQ

UE

BE

C

AV

EM

UR

RA

YM

C

AVELLOYD

STHIRONS

LANEBRIC

KWORKS

CR

ES

BIR

DS

TO

NE

WES

TO

N

RD

ST CLAIR AVE WST

TOWNSLEY

ST

BE

NN

Y

ST

AR

K

AV

EB

RIT

AN

NIA

RDLAVENDER

ST

RE

GE

NT

AVETURNBERRY

RD

ROGERS

AVEHILLARY

TERESTORIL

GDNSBRAGA

CR

ES

SA

GR

ES

AVE

WESTPORT

DUNDAS ST W

STWEST TORONTO

N

0.0

00

G

123.9

00

123.8

46

123.8

01

123.7

64

123.6

99

123.6

24

123.5

46

123.4

62

123.3

71

123.2

95

123.2

46

123.171

123.0

68

122.9

20

122.8

70

122.8

33

122.6

64

[ ]

.

G

0.0

00

G

CB

(TY

P.)

(TY

P.)



26 of 32

THE STOCKYARDS

750 mm CSP Storm Sewer

1500 mm CSP Storm Culvert


T.H.E.S. Conduit

T.H.E.S. Conduit


760 mm Gas Main

300 mm Watermain

300 mm Watermain

300 mm Watermain


1200 mm Metro

RCP Relief

San. Trun

k Sewer

153+90

154+00

154+10

154+20

154+30

154+40

154+50

154+60

154+70

154+80

154+90

155+00

155+10

155+20

155+30

155+40

155+50


Engineering &

EXECUTIVE DIRECTOR






B.M. STATION

H.C.M. STATION


306984.727

307171.732

306984.513

307098.361

4836900.499

116.166

121.913

124.2876000 (Cut Cross)

4837089.548

4836668.585

2219740066

2019843007

2020050004 4837040

123.88

Local Roads




STATION


STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

GU

NN

S R

D

18-0

2460-0

03

18-02460-00418-02460-0

05

NOT TO SCALE

K

E

Y

P

L

A

N

RELATED DRAWINGS: 18-02460-003/005


STREETLINE

MAPPING

UTILITY

DESIGN


18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_MAP.dgn

18-02460_RD.dgn

SURVEY(2017)


2 07.17.2018 ADDENDUM #2 J.B.

93 48'23.23"

21 39'48.29"

MA

TC

H LIN

E S

EE D

RA

WIN

G 1

8-0

2460-0

05

MATCH LINE SEE DRAWING 18-02460-003

GUNNS ROAD

VIL

LA

GE E

NT

RA

NC

E

ST

OC

K Y

AR

DS

SOUTH STREET LINE

NORTH STREET LINE

EAST S

TREET LIN

E

WE

ST S

TR

EE

T LIN

E

B.P.Q. A.K.S. J.B.

18-02460-004



DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

130.00 m

125.00 m

120.00 m

115.00 m

110.00 m

130.00 m

125.00 m

120.00 m

115.00 m

110.00 m




LEGEND:









VIL

LA

GE E

NT

RA

NC

E

ST

OC

K Y

AR

DS

13 OF 31





SILT FENCE AS PER STANDARD T-219.130-1 ---------------------------------------------------------------------------------------





JULY, 2018

2

2

2

2


1.8

0 m

1.80 m

1.0

0 m

1.00 m

0.3

0 m

0.30 m

E.C.3

B.C.4

154+

00

154+20

154+40

154+60

154+80

155+00

155+20155+40

1.0

0 m

1.8

0 m



R

T

L

BC3 153+78.14153.500 BC3 4836993.380

EC3 154+65.733 EC3 4837057.033 EC3 307023.643

BC3 306978.335

87.592 m

57.178 m

1.0

0 m

MAINTAIN EXISTING GUIDERAIL

AS PER T-600.05-1CONCRETE CURB AND GUTTER

CURB AND REPLACE WITHREMOVE EXISTING ASPHALT

1.0

0 m ON DWG. No. 18ECS-TI-103LR_G2 (TYP.)

ALL CB'S IN THE PROJECT AREA PER DETAIL 'A'PROVIDE SEDIMENT CONTROL TRAPS FOR


AS PER T-219.130-1PROP. SILT CONTROL FENCE



R

T

L

162.000 BC4 4837063.678

EC4 155+76.876 EC4 4837082.983 EC4 307130.835

BC4 307073.089

61.252 m

30.996 m

BC4 155+15.624

CONNECT TO EXISTING HYDRANT VALVERESTRAIN ALL JOINTS150 mm PVC DR 18 HYDRANT LEADREPLACE WITH NEW HYDRANT ANDREMOVE EXISTING HYDRANT AND LEAD





TO REMAIN (TYP.)EXISTING CURB & GUTTER

(TY

P.)

CO

NS

TR

UC

TIO

N N

EA

R T

RE

ES (2016)

PO

LIC

Y A

ND S

PE

CIFIC

ATIO

NS F

OR

TH

E CIT

Y O

F T

OR

ON

TO T

RE

E P

RO

TE

CTIO

N

CIT

Y O

F T

OR

ON

TO O

R A

S O

UT

LIN

ED I

N

AN

D S

PE

CIFIC

ATIO

NS A

S A

PP

RO

VE

D B

Y

INS

TA

LL

ATIO

N T

O F

OLL

OW D

ET

AIL

S

TR

EE P

RT

OT

EC

TIO

N F

EN

CIN

G



REMOVE AND REPLACE

AT CENTRELINE

EXISTING GROUND


2-4%



3:1 MAX.AS REQUIRED



GUTTER TO REMAIN

EXISTING CURB AND

NOT TO SCALE

150 mm GRANULAR 'A'








NOTES:



1. ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.

N 4 837 050

E 3

07 1

00

E 3

07 0

50

N 4 837 050


HCPRS

RS

Asph

WV

Asph

RS

HW

Asph

RS

HW

HYD

WV

RS

RSRS

WV

Asph

HYD

HW

CC

CC

LS

LS

LS

LS

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

AL

EN

TEJ

O

ST

OL

D

WES

TO

N

RD

KE

EL

E S

TST CLAIR AVE W

WES

TO

N

RD

MARIA ST

UNIO

N

ST

AV

ON

AVE

MU

LO

CK

AV

E

CA

WT

HR

A

AV

E

HIL

LD

AL

E

RD

MCCORMACK ST

KE

EL

E S

T

FELTHAM AVE

VIELLA ST

MA

YB

AN

K

AV

E

GLEN SCARLETT RD

LAPP S

T

KA

NE

AV

E

RYDING AVE

ETHEL AVE

BLV

D

HU

MBER

DRTERRY

AVECRIPPS

AVEGARROW

AVEORMAN

ST

RA

VE

NA

L

AV

EB

LA

KL

EY

STHENRIETTA

ST

SP

EA

RS

AVECAYUGA

AVENORTHLAND

ST

LEIG

H

AV

ON

AV

E

AVESENECA

AVE

HILLBORN

SYMES RD

RD

SY

MES

CA

NN

ES

CR

CL

GT

MO

ND

OVI

BLVDTARRAGONA

AV

EC

OB

AL

T

CR

ES

GO

UR

LA

Y

YA

RD

S

RD

OL

D

ST

OC

K

AV

ED

OD

S

ST

SHIP

MA

N

ST

BO

LE

R

AV

EC

LE

ND

EN

AN

AV

EQ

UE

BE

C

AV

EM

UR

RA

YM

C

AVELLOYD

STHIRONS

LANEBRIC

KWORKS

CR

ES

BIR

DS

TO

NE

WES

TO

N

RD

ST CLAIR AVE WST

TOWNSLEY

ST

BE

NN

Y

ST

AR

K

AV

EB

RIT

AN

NIA

RDLAVENDER

ST

RE

GE

NT

AVETURNBERRY

RD

ROGERS

AVEHILLARY

TERESTORIL

GDNSBRAGA

CR

ES

SA

GR

ES

AVE

WESTPORT

DUNDAS ST W

STWEST TORONTO

N

122.6

64

122.5

37

122.2

59

121.936

121.779

121.494

121.19

5

120.8

77

120.4

94

120.0

71

119.6

42

119.2

17

118.7

82

118.3

18

117.9

18

117.5

62

117.2

67

CB

[122.17

2

G]

[121.8

54 G]

[121.775 G]

(TY

P.)

NORTH CURB LINEMATERIALS, ETC. NORTH OF THESTOCKPILE/STORE EQUIPMENT,CONTRACTOR SHALL NOT


8.12 mCB

9.40 m

27 of 32

735No.

700No.

375 mm VIT Comb. Sewer

300 mm PVC Watermain

300 mm CI Watermain Aband'd

375 mm VIT Comb. Sewer





UNK Watermain

T.H.E.S. Duct

T.H.E.S. Duct

T.H.E.S. Duct

T.H.E.S. Duct

Bell Canada Burried CableBell Canada Conduit

300 mm Gas Main

400 mm Gas Main

300 mm Gas Main


186+80

186+90

187+00

187+10

187+20

187+30

187+40

187+50

187+60

187+70

187+80

187+90

188+00


Engineering &

EXECUTIVE DIRECTOR




FRANK CLARIZIO, P.ENG.6002 (Cut Cross)

307741.225

307731.072

307695.87

307705.13

4839599.673

4839748.748

166.383

166.271

168.391

170.166

6000 (Cut Cross)

6001 (Cut Cross)

6003 (Cut Cross)

4839668.74

4839806.38


B.M. STATION

H.C.M. STATION





STATION


STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

CA

LE

DO

NIA R

D

18-0

2461-0

01


STREETLINE

MAPPING

UTILITY

DESIGN


18-02461_MAP.dgn

18-02461_MAP.dgn

18-02461_MAP.dgn

18-02461_MAP.dgn

18-02461_RD.dgn

SURVEY(2017)

NOT TO SCALERELATED DRAWINGS:

K

E

Y

P

L

A

N

06.13.20181 ISSUED FOR TENDER J.B.

2 07.17.2018 ADDENDUM #2 J.B.

EAST STREET LINE

WEST STREET LINE

EAST STREET LINE

CALEDONIA ROAD

B.P.Q. A.K.S. J.B.

18-02461-001

CALEDONIA ROAD


DESIGN

NUMBER

DRAWINGSCALE SHEET

175.00 m

170.00 m

165.00 m

160.00 m

170.00 m

165.00 m

160.00 m

175.00 m

DRAWN CHECKED

DATE



180.00 m 180.00 m

PAVEMENT TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------

PROPOSED SPOT ELEVATIONS -----------------------------------------------------------------------------------------------------------

(131.073 G)

ON DRAWING as

oror

LEGEND:


100+00


SOUTH SIDE ----------------



PROPOSED CONCRETE SIDEWALK -----------------------------------------------------------------------------------------------------


SURVEY DATA UPDATED "APRIL 4, 2017"







FROM 110 m NORTH OF CASTLEFIELD AVENUE TO 205 m NORTH OF CASTLEFIELD AVENUE

WEST STREET LINE

5 OF 31


JULY, 2018

COMMERCIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED ----------------------------------------------------------------


2

2

186+80

187+00

187+20

187+40

187+60

187+80

1.5

0 m

6.3

5 m

1.5

0 m

5.3

5 m


P.O.T.2

188+00

5.5

3 m

P.O.T.1

Sta 186+80.000

E 307711.779

N 4839704.396

P.O.T.1

Sta 188+00.000

E 307691.670

N 4839822.699

P.O.T.2

PRIOR TO CONSTRUCTIONBE RELOCATED BY OTHERSEXISTING HYDRO POLE TO

1.0

0 m

TO MATCH EXISTINGLIMIT OF SIDEWALK CONSTRUCTION

TO MATCH EXISTINGLIMIT OF SIDEWALK CONSTRUCTION

18ECS-T1-103LR_G2PER DETAIL 'A' ON DWG. No.FOR ALL CB'S IN THE PROJECT AREAPROVIDE SEDIMENT CONTROL TRAPS


CONNECT TO EXISTING HYDRANT VALVERESTRAIN ALL JOINTS150 mm PVC DR 18 HYDRANT LEADREPLACE WITH NEW HYDRANT ANDREMOVE EXISTING HYDRANT AND LEAD


SEE TYPICAL CROSS SECTIONCONSTRUCT CONCRETE SIDEWALK

DRIVEWAYEXISTING ASPHALTREMOVE AND REPLACE

TO REMAIN (TYP.)EXISTING CURB AND GUTTER DRIVEWAY ENTRANCES (TYP.)

MATCH EXISTING GRADES ACROSS

AT CENTRELINE

EXISTING GROUND

NOTES:



ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.

150 mm GRANULAR 'A'

NOT TO SCALE



1.5 m


3:1 MAX.

AS REQUIRED




2-4%

VAPOUR BARRIER (OR EQUIVALENT)µm THICK POLYETHYLENE100

300 mm




N 4 8

39 8

50

E 307 700

N 4 8

39 7

00

E 307 700

(131.0

73 G)

100+00

TYPICAL CROSS SECTION

HYD

WV

HE

WV

WV

HE

Bol

GK

G/P

Bol

HE

AsphBol

Asph

Bol

WK

HE

SMHRS

WV

WV

Asph

WV

Asph

RS

CC

CC

TWW

GrassGrass Grass

GrassAsph

Asph

Asph

Asph Grass GrassGrassCon

BENCH

GCAN

PARKING

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

CA

LE

DO

NIA

RD

INGRAM DR

KE

EL

E S

T

EGLINTON AVE W EGLINTON AVE W

STRATHNAIRN AVE

LONBOROUGH AVE

CR

OH

AM

RD

CH

AM

BE

RL

AIN

AV

E

RO

NA

LD

AV

E

DENSLEY AVE

BOWIE AVE

YORE RD

LIT

TL

E

BL

VD

GLEN PARK AVE

GLENGROVE AVE

KE

EL

E S

T

WINGOLD AVE

RO

NA

LD

AV

E

KIN

CO

RT

ST

CASTLEFIELD AVE

TYCOS DR

BEECHBOROUGH AVE

MILFORD AVE

GLENCAIRN AVE

RDRAITHERM

CR

ES

GU

RN

EY

AV

EL

AN

SD

OW

NE

AVEDENSLEY

AVENORTHWESTERN

ST

BE

RT

RA

M

AV

E

RIC

HA

RD

SO

N

ST

CL

AY

BR

OO

KE

ST

GL

EN

HA

VE

N

AV

ERIC

HA

RD

SO

N

AVELESTER

ST

GL

EN

HA

VE

N

WA

YG

ABIA

NS

T

AL

YW

AR

D

ST

CO

LF

AX

ST

CA

RN

AR

VO

N

AVE

WOODBOROUGH

AVECLARKSON

AVESCHELL

AVESCHELL

ST

SH

EFFIE

LD

AV

ES

AN

DE

RS

TE

AD

RD

CA

LE

DO

NIA

AV

ES

NID

ER

AV

EM

ON

TC

AL

M

DR

FLAMBOROUGH

N

0.0

00

G

0.0

00cc

0.0

00cc

166.2

88

166.5

78

166.9

56

167.3

66

167.8

16

168.2

75

168.6

95

169.0

92

169.4

59

169.7

65

170.0

20

170.196

[ ]

. G

. G

. c

c

.

G

0.0

00

G

28 of 32

264No.

262No.

260No.

274No. 2

20

No.

271No.

265No.

261No.

259No.

255No.

253No.

247No.

243No.

150 mm C.I. Watermain375 mm Conc. Stm. Sewer

300 mm C.I. Watermain

525 mm Conc. Stm. Sewer

T.H.E.S. Conduit

T.H.E.S. Conduit

150 mm C.I. Watermain450 mm Conc. Stm. Sewer

T.H.E.S. Conduit


Sewer

375 mm Conc. Stm.

Bell Canada Conduit


Bell Canada Conduit




Bell Canada Conduit

Bell Canada Conduit

Ontario Hydro Primary Line


Ontario Hydro Secondary Line



Secondary Line

Ontario Hydro

Secondary Line

Ontario Hydro

Secondary Line

Ontario Hydro


30 mm Gas Main

30 mm Gas Main




30 mm Gas Main

Rogers Cable

Rogers Cable

355+00

355+10

355+20

355+30

355+40

355+50

355+60

355+70

355+80


Engineering &

EXECUTIVE DIRECTOR






B.M. STATION

H.C.M. STATION


6000 (Nail)

6001 (Nail)

310968.314

311065.974

4848175.049

4848218.104

181.166

181.639

12319653413 311068.98 4848232.046 182.567

Local Roads




STATION


STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

ELLERSLIE AVE

18-02462-001


K

E

Y

P

L

A

N


18-02462_MAP.dgnSTREETLINE

18-02462_MAP.dgn

18-02462_MAP.dgn

18-02462_MAP.dgn

MAPPING

UTILITY

DESIGN 18-02462_RD.dgn


SURVEY(2017)


2 07.17.2018 ADDENDUM #2 J.B.

ELLERSLIE AVENUE

SE

NL

AC R

OA

DS

EN

LA

C R

OA

D

NORTH STREET LINE

SOUTH STREET LINE

W.S.L.

W.S.L.

E.S.L.

E.S.L.

ELLERSLIE AVENUE

B.P.Q. A.K.S. J.B.

18-02462-001


FROM SENLAC RD TO 260 ELLERSLIE AVE

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

180.00 m

185.00 m

190.00 m

195.00 m



180.00 m

185.00 m

190.00 m

195.00 m

200.00 m200.00 m

PAVEMENT TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------

PROPOSED SPOT ELEVATIONS -----------------------------------------------------------------------------------------------------------

(131.073 G)

ON DRAWING as

oror

LEGEND:


100+00


SOUTH SIDE ----------------



PROPOSED CONCRETE SIDEWALK -----------------------------------------------------------------------------------------------------

SOUTH STREET LINE

NORTH STREET LINE

SOUTH STREET LINE

NORTH STREET LINE


7 OF 31


NEW BICYCLE PROOF CATCH BASIN FRAME AND COVER TO BE INSTALLED ------------------------------------------

RO

AD

SE

NL

AC

JULY, 2018

RESIDENTIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED ----------------------------------------------------------------


SURVEY DATA UPDATED "APRIL 25, 2017"







2

2

2

355+00

355+00

355+00

355+20

355+40

355+60

355+80

1.8

0 m

CENTRELINE OF CONSTRUCTION 1.8

0 m

P.O.T.1

Sta 355+00.000

E 310688.357

N 4847409.217

P.O.T.1

P.O.T.2

Sta 355+80.000

E 310764.820

N 4847432.739

P.O.T.2

PLATESDETECTABLE WARNINGINSTALL CAST IRON

R = 9.6 m

CONSTRUCTIONBY OTHERS PRIOR TOTO BE RELOCATEDEXISTING PRIVATE FENCE

1.0

0 m

TO MATCH EXISTING (TYP.)LIMIT OF SIDEWALK CONSTRUCTION

0.3

0 m

4.3

0 m

4.3

0 m



18ECS-TI-103LR_G2PER DETAIL 'A' ON DWG. No.FOR ALL CB'S IN THE PROJECT AREAPROVIDE SEDIMENT CONTROL TRAPS

CONNECT TO EXISTING HYDRANT VALVERESTRAIN ALL JOINTS

150 mm PVC DR 18 HYDRANT LEADREPLACE WITH NEW HYDRANT AND

REMOVE EXISTING HYDRANT AND LEAD

(TYP.)DRIVEWAYEXISTING ASPHALTREMOVE AND REPLACE

EC

SEE TYPICAL CROSS SECTION CONSTRUCT CONCRETE SIDEWALK

PER T-350.01FOR URBAN ENTRANCE ASCONSTRUCT CONCRETE CURBR = 2.0 m


DRIVEWAY ENTRANCE (TYP.)OVER (MIN.) 0.6 m LENGTH ATCURB TO TRANSITION DROP CURBRECONSTRUCT EXISTING CONCRETE

DETAILSEE CURB RECONSTRUCTIONEXISTING CONCRETE CURBREMOVE AND REPLACE


AT CENTRELINE

EXISTING GROUND

2-4%

150 mm GRANULAR 'A'

NOTES:




NOT TO SCALE



AS REQUIRED

3:1 MAX.






300 mm




1.8 m

0.3 m

2-4%







150 mm GRANULAR 'A'

NOTES:




NOT TO SCALE


EXISTING CONCRETE CURB

REMOVE AND REPLACE




N 4 847 450

E 3

10 7

50

N 4 847 400

E 3

10 7

00

(131.0

73 G)

100+00


CURB RECONSTRUCTION DETAIL

Nail

CC

Asph

Asph

RIB

Grass

Asph

Asph

Asph

Con

Con

Grass

Asph

Asph

Grass

Grass BT Pedestal

Asph

SIB

Grass

Asph BT

Asph

Grass

Grass

BT

Grass

Grass

WV

Grass

GV

HYDGrass

WK

Grass

Asph

BMH

GrassGrass

Grass

Pot Light

Pot Light

Gate

MFRS

AREATREED

AREATREED

AREATREED

AREATREED

TB

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

SE

NL

AC

RD

SE

NL

AC

RD

BETTY ANN DR

AB

BO

TS

FO

RD

RD

HOUNSLOW AVE

HORSHAM AVE HORSHAM AVE

YORKVIEW DR

HOUNSLOW AVE

WENTWORTH AVE

WY

NN

RD

BETTY ANN DR

CHURCHILL AVE

CL

AY

WO

OD

RD

BA

SS

WO

OD

RD

QUIL

TE

R

RD

BA

NG

OR

RD

ELYNHILL DR

BURNETT AVE

SANTA BARBARA RD

PARK HOME AVE

BE

EC

RO

FT

RD

PARK HOME AVE

CHURCHILL AVE

TA

MW

OR

TH

RD

WY

NN

RD

AVEELLERSLIE

AVEELLERSLIE

PL

MY

LES

VIE

W

AV

EE

DD

FIE

LD

AVEBURNETT

AVEBURNETT

AVEBURNDALE

AVEELMHURST

RD

WE

LB

EC

K

AVE

HAZELG

LEN

RD

EL

GIN

CR

TP

AR

RA

VA

NO

ST

BL

EN

HEIM

RD

DIA

GONAL

CR

TB

ASIL

HA

LL

N

0.0

00

G

0.0

00cc

0.0

00cc

188.4

39

187.9

03

187.6

57

187.4

37

187.2

13

186.9

91

[ ]

. G

. G

. c

c

.

G

0.0

00

G

CB

188.381 dc

188.351 G

188.167 cc

188.0

47

G

[188.606 cc]

[188.471

G]

187.893 cc

187.773 G

[186.858 cc]

[186.7

11 G][

187.051 cc]

[18

6.9

05

G]

5.61 m

5.6

1 m

(TY

P.)

29 of 32

110No.

108No.

106No.

104No.

102No.

100No.

98No.

94No.

92No.

103No.

105No.

107No.

113No.

109No.

152

No.

147

No.


150 mm C.I. Watermain1200 mm R.C. Stm. Sewer


375 mm R.C. Stm. Sewer





T.H.E.S. Conduit

450 mm UNK. Stm. Sewer

T.H.E.S. Conduit






Bell Canada Conduit

Bell Canada Conduit


Bell Canada Conduit



50 mm Gas Main30 mm Gas Main

30 mm Gas Main

30 mm Gas Main

450 mm UNK. Sanitary Sewer

450 mm UNK. Sanitary Sewer

450 mm Conc. Sanitary Sewer

250 mm Conc. Sanitary Sewer

310968.314

4848175.049

4848175.049

4848218.104 181.639

181.1666000 (Nail)

6001 (Nail)

12319653413 4848232.046 182.567311068.98

362+70

362+80

362+90

363+00

363+10

363+20

363+30

363+40

363+50

363+60

363+70

363+80

363+90

364+00

364+10

364+20


Engineering &

EXECUTIVE DIRECTOR






B.M. STATION

H.C.M. STATION





LO W

STATION


STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

HOLCOLM RD


K

E

Y

P

L

A

N

18-02463-001


18-02463_MAP.dgnSTREETLINE

18-02463_MAP.dgn

18-02463_MAP.dgn

18-02463_MAP.dgn

MAPPING

UTILITY

DESIGN

SURVEY(2017)

18-02463_RD.dgn



2 07.17.2018 ADDENDUM #2 J.B.

20.12 m

8.29 m

20.12 m

8.15 m

20.12

m

20.12

m

20.12

m

HOLCOLM ROAD

RO

AD

TA

MW

OR

TH

RO

AD

TA

MW

OR

TH

NORTH STREET LINE NORTH STREET LINE

SOUTH STREET LINE SOUTH STREET LINE

W.S.L.

E.S.L.

W.S.L.

E.S.L.

NORTH STREET LINE

SOUTH STREET LINE


B.P.Q. A.K.S. J.B. CONTRACT No. 18ECS-TI-103LR

18-02463-001

HOLCOLM ROADFROM 110 HOLCOLM ROAD TO TAMWORTH ROAD

DESIGN


NUMBER

DRAWINGSCALE SHEET

195.00 m

190.00 m

185.00 m

180.00 m

175.00 m

190.00 m

185.00 m

180.00 m

175.00 m

195.00 m

DRAWN CHECKED

DATE

RO

AD

TA

MW

OR

TH


(131.073 G)

ON DRAWING as

oror

LEGEND:


100+00


SOUTH SIDE ----------------



SURVEY DATA UPDATED "MAY 3, 2017"










15 OF 31




JULY, 2018

RESIDENTIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED ---------------------------------------------------------------

UNIT PAVERS TO BE REINSTATED -------------------------------------------------------------------------------------------------------

2

2

362+70

362+70

362+80

363+00

363+20

363+40

363+60

363+80

364+00

364+20

1.8

0 m


1.8

0 m

0.3

0 m

0.3

0 m

4.1

5 m

P.O.T.1

Sta 362+70.000

E 310933.763

N 4848169.832

P.O.T.1

P.O.T.2

Sta 364+20.000

E 311077.073

N 4848214.128

P.O.T.2

4.1

5 m

1.0

0 m

PLATES (TYP.)DETECTABLE WARNING

INSTALL CAST IRON

R = 8.2 m

R = 7.7 m

R = 6.8 m

(TYP.)REPLACE EXISTING PAVERSREMOVE, SALVAGE AND

MATCH EXISTING (TYP.)CONSTRUCTION TOLIMIT OF SIDEWALK

TREEREMOVE EXISTING

(TYP.)FOR CONSTRUCTION NEAR TREES (2016)

PROTECTION POLICY AND SPECIFICATIONSOUTLINED IN THE CITY OF TORONTO TREE

AS APPROVED BY THE CITY OF TORONTO OR ASTO FOLLOW DETAILS AND SPECIFICATIONS

TREE PROTECTION FENCING INSTALLATION


18ECS-TI-103LR_G2 (TYP.)PER DETAIL 'A' ON DWG. No.

FOR ALL CB'S IN THE PROJECT AREAPROVIDE SEDIMENT CONTROL TRAPS

TO CONSTRUCTIONVALVE/VALVE BOX PRIORLOCATE BURIED

(TYP.)EXISTING ASPHALT DRIVEWAYREMOVE AND REPLACE

CONNECT TO EXISTING HYDRANT VALVERESTRAIN ALL JOINTS

150 mm PVC DR 18 HYDRANT LEADREPLACE WITH NEW HYDRANT AND

REMOVE EXISTING HYDRANT AND LEAD

BC

CB

SEE TYPICAL CROSS SECTIONCONSTRUCT CONCRETE SIDEWALK SEE TYPICAL CROSS SECTION

EXISTING CONCRETE CURBREMOVE AND REPLACE


AT CENTRELINE

EXISTING GROUND

181.3

17 cc

181.2

87 cc

181.1

62 cc

181.2

10 cc

181.1

84 cc

181.2

01 cc

181.2

44 cc

181.3

03 cc

181.3

73 cc

181.4

65 cc

181.5

17 cc

181.5

62 cc

-1.00%cc -1.83%cc 0.37%cc -0.27%cc 0.21%cc 0.36%cc 0.59%cc 0.88%cc 0.70%cc 0.58%cc 0.36%cc

362+87.0

00

181.1

92 G

362+90.0

00

181.1

37 G

362+96.8

18

181.0

12 G

363+10.0

00

181.0

60 G

363+20.0

00

181.0

74 G

363+28.0

00

181.1

01 G

363+40.0

00

181.1

39 G

363+50.0

00

181.2

03 G

363+58.0

00

181.2

73 G

363+71.0

00

181.3

65 G

363+80.0

00

181.3

92 G

363+92.4

07

181.4

52 G

-1.84%G -1.83%G 0.37%G 0.13%G 0.34%G 0.32%G 0.64%G 0.88%G 0.70%G 0.30%G 0.48%G


[181.0

26]

EX. C

B

BC

0.3 m

2-4%

1.8 m







150 mm GRANULAR 'A'

NOTES:




NOT TO SCALE



REMOVE AND REPLACE




3:1 MAX.


AS REQUIRED




100+00

.

(131.0

73 G)

N 4 848 200

E 3

10 9

50

N 4 848 150

E 3

10 9

50


Grass

Nail

GrassGrass

Nail

RS

WKGrass Grass

Grass

Grass

Brick

GrassAsph

GrassBrick

WK

GrassGrass

Grass

HYD

Grass

Asph

Grass

Grass

WKAsph

Grass

Grass Grass

HE

Grass

WV

Grass

Grass

Asph

Grass

Grass

Grass

Grass

GrassAsph

Grass

BMH

HMH

Grass

WK

Asph

Grass

Grass

Grass

WK

WV

Grass

Grass

GrassGrass

Grass

RS

Grass

Grass

Brick

Nail

Grass

Grass

Con

Asph

RS

WK

Grass

Brick

WVGrass

Grass

Asph

AsphGrass

RS

RS

AREATREED

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

HP

BE

EC

RO

FT

RD

DO

RIS

AV

E

YO

NG

E S

T

FINCH AVE WFINCH AVE W

BEVDALE RD

BETTY ANN DR

ELLERSLIE AVE

AB

BO

TS

FO

RD

RD

HORSHAM AVE

HENDON AVE

YORKVIEW DR YO

RK

VIE

W

DR LORRAINE DR

BLAKE AVE

LURGAN DR

CL

AY

WO

OD

RD

BA

SS

WO

OD

RD

CHURCHILL AVE

ELYNHILL DR

TA

LB

OT

RD

HENDON AVE

TA

MW

OR

TH

RD

BLAKE AVE

AVEHOUNSLOW

RD

EL

GIN

ST

GR

AN

TB

RO

OK

RD

SE

NL

AC

RD

SE

NL

AC

AVEDEVONDALE

AV

E

KE

NSIN

GT

ON

AV

E

EL

DO

RA

GASLIGHT CRT

RD

DIA

GONAL

ELLERSLIE AVE

YO

NG

E S

T

AVEHOUNSLOW

HORSHAM AVE

AVECHURCHILL

PL

CA

NT

ER

BU

RY

BLVDKEMPFORD

RDHOLITA

DR

EDIT

HV

AL

E

RD

CA

RN

EY

RD

AL

TA

MO

NT

CR

TS

AB

ER

CRTTIGERLILY

AVE

HAZELG

LEN

RD

TA

LB

OT

RD

MA

DE

LIN

E

AV

EE

LM

VIE

W

STTOLMAN

RD

BL

AK

EL

EY

AV

E

DU

PL

EX

AV

E

GR

EE

NVIE

W

CR

TB

ASIL

HA

LL

GT

MC

KE

NZIE

JO

HN

RDSANTA BARBARA

N

0.0

00

G

0.0

00cc

0.0

00cc

181.363

181.252

181.19

7

181.16

3

181.15

7

181.19

7

181.248

181.309

181.375

181.440

181.497

181.538

181.601

181.685

[ ]

. G

. cc

.

G

0.0

00

G

. G

CB

181.5

62 cc

181.4

52

G

[181.654 cc]

[181.496 G]

[181.6

34 cc]

[181.506

G]

[181.6

30 cc]

[181.479 G]

[181.580 cc

]

[181.435 G

]

[181.61

8 cc]

[181.4

78 G]

[18

1.706 cc]

[181.5

41 G]

6.86 m

(TY

P.)

4.58 m

4.57 m

3.79 m

30 of 32

47No.

49No.

51No.

53No.

99No.

101No.

1No.

3No.

56No.

50No.

52No.

55No.

58No.

61No.

57No.

55No.

35No.

47No.

36No.

Storm Sewer

375 mm Conc.

Storm Sewer

375 mm Conc.

Storm Sewer

300 mm Conc.

T.H.E.S. Conduit

150 mm Watermain

150 mm Watermain

150 mm Watermain

150 mm Watermain

150 mm Watermain



150 mm Watermain


Watermain

150 mm

150 mm Watermain

Watermain

150 mm

150 mm Watermain




Cable

Bell Canada Burried







50 mm Gas Main

100 mm Gas Main


100 mm Gas Main

50 mm Gas Main

50 mm Gas Main

50 mm Gas Main50 mm Gas Main

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

206+20

206+30

206+40

206+50

206+60

206+70

206+80

206+90

207+00

207+10

207+20

207+30


Engineering &

EXECUTIVE DIRECTOR






B.M. STATION

H.C.M. STATION


6000 (Cut Cross)

6001 (Cut Cross)

304709.592

304712.338

304730.11

4839985.187

4839989.612

4839897.588

125.826

125.821

304769.194 4839789.542 125.445

2019754315

6002 (Nail)

N/A

Local Roads




EXISTING GROUND ELEVATION

STATION STATION


STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

TE

DD

ER S

T


STREETLINE

MAPPING

UTILITY

DESIGN


18-02466_RD.dgn

18-02466_MAP.dgn

18-02466_MAP.dgn

18-02466_MAP.dgn

18-02466_MAP.dgn

SURVEY(2017)

NOT TO SCALE

K

E

Y

P

L

A

N

18-0

2466-0

0118-0

2466-0

02

RELATED DRAWINGS: 18-02466-002


2 07.17.2018 ADDENDUM #2 J.B.

18-02466-001

J.B.A.K.S.B.P.Q.

FROM THURODALE AVENUE TO HARDING AVENUE

TEDDER STREET


DESIGN

NUMBER

DRAWINGSCALE SHEET

CONTRACT No.DRAWN CHECKED

DATE


115.00 m

120.00 m

125.00 m

130.00 m

135.00 m

120.00 m

125.00 m

130.00 m

135.00 m

115.00 m


HA

RDIN

G A

VE

NU

E


(131.073 G)

ON DRAWING as

oror

LEGEND:


100+00


SOUTH SIDE ----------------












PA

MIL

LE P

LA

CE



27 OF 31

TEDDER STREET

HA

RDIN

G A

VE

NU

E

S.S.L.

N.S.L.

WEST STREET LINE

EAST STREET LINE

HA

RDIN

G A

VE

NU

E

EAST STREET LINE

WEST STREET LINE

EAST STREET LINE

N.S.L.

S.S.L.

S.S.L.

N.S.L.

PA

MIL

LE P

LA

CE

PA

MIL

LE P

LA

CE

S.S.L.

N.S.L.

STREET LINE

WEST

STREET LINE

WEST

STREET LINE

EAST

18-0

2466-0

02

SE

E D

RA

WIN

G

OV

ER

LA

P LIN

E

PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS -----------------------------------------------------------


JULY, 2018

RESIDENTIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED --------------------------------------------------------------

2

2

2

207+30

207+40

206+20

206+20

206+20

206+40

206+60

206+80

207+00

207+20


1.5

0 m

1.5

0 m

4.2

0 m

4.2

7 m

1.5

0 m

2.0

0 m

4.2

7 m

P.O.T.1

Sta 206+20.000

E 304764.567

N 4839786.954

P.O.T.1

P.O.T.2

Sta 207+30.000 E 304732.864 N 4839892.286 P.O.T.2

P.O.T.3

P.I.1

Sta 206+76.939

E 304748.303

N 4839841.520

P.I.1

TO CONSTRUCTIONPRIOR BE RELOCATED BY OTHERS

EXISTING GUY WIRE TO

R = 5.6 m

R = 6.2 m

R = 7.2 m

(TYP.)REPLACE EXISTING PAVERS

REMOVE, SALVAGE AND



Sta 207+30.000

E 304737.766

N 4839893.749

P.O.T.3

EC

DCB

CB

EC

4.3

7 m

(TYP.)RESTORATION LIMITS

PROP. TOP SOIL AND SOD


REMOVE AND REPLACEAS PER T-310.010-5 (TYP.)

EXISTING UTILITY POLESIDEWALK AROUND

CONSTRUCT CONCRETE

TO MATCH EXISTING (TYP.)

LIMIT OF SIDEWALK CONSTRUCTION

SEE TYPICAL CROSS SECTION

CONSTRUCT CONCRETE SIDEWALK

CONSTRUCTIONEXISTING FENCE DURINGMAINTAIN AND SUPPORT

1.5

0 m



DWG. No. 18ECS-TI-103LR_G2 (TYP.)PROJECT AREA PER DETAIL 'A' ON

TRAPS FOR ALL CB'S IN THEPROVIDE SEDIMENT CONTROL

PRIOR TO CONSTRUCTIONBE RELOCATED BY OTHERS

TOEXISTING PRIVATE FENCE


DRIVEWAY ENTRANCE (TYP.)OVER (MIN.) 0.6 m LENGTH ATCURB TO TRANSITION DROP CURBRECONSTRUCT EXISTING CONCRETE

SEE CURB RECONSTRUCTION DETAIL

EXISTING CONCRETE CURB (TYP.)REMOVE AND REPLACE

ENTRANCES (TYP.)DRIVEWAYACROSS


AT CENTRELINE

EXISTING GROUND

2-4%

150 mm GRANULAR 'A'

NOTES:




NOT TO SCALE



AS REQUIRED

3:1 MAX.






300 mm





0.3 m

2-4%







150 mm GRANULAR 'A'

NOTES:




NOT TO SCALE



REMOVE AND REPLACE




N 4 8

39 9

00

E 304 750

N 4 8

39 7

50

E 304 750

N 4 8

39 8

50

E 304 750

100+00

.

(131.0

73 G)

TYPICAL CROSS SECTIONCURB RECONSTRUCTION DETAIL

RS

AV

AV

RS

HE

G/P

AV

AV

AV

HE

WK

HE

AV

CC

AV

HYD

HE

SIB

NailAsph Asph

Asph

Brick

Brick Asph

Grass

GrassGrass

GrassGrass

Grass

Brick

Grass

Grass

AsphAsph

Grass

Grass

RS

RS

RS

RS

TB

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

PARKING

TRETHEWEY DR

LAWRENCE AVE W

LAWRENCE AVE W

JA

NE S

T

JA

NE S

T

HE

AR

ST

CR

CL

HEARST CRCL

THURODALE AVE

HARDING AVE

CHIS

WIC

K

AV

E

RE

NFIE

LD

ST

THE

WIS

HBO

NE

HE

AR

NE

AV

E

PAMILLE PL

DU

CK

WO

RT

H S

T

MA

RTINI D

R

VIM

Y

AV

E

STEWART SMITH DR

EVERGLADES DR

TE

DD

ER S

T

CHIS

WIC

K

AV

E

FOX POINT

AR

EN

A

ST

THE

WIS

HB

ONE

BR

OO

KH

AV

EN

DR

BR

OO

KH

AV

EN

DR

ST

BL

AC

KS

TO

NE

N

0.0

00

G

0.0

00cc

0.0

00cc

125.5

08

125.5

04

125.5

26

125.6

47

125.7

83

125.9

03

125.9

95

126.0

14

125.9

79

125.9

51

125.9

51

[ ]

. G

. cc

.

G

0.0

00

G

. G

125.872 cc

125.6

97 G

125.82

9 cc

125.73

8 G

125.863 cc

125.729 G

[125.508 cc][125.360 G][125.9

02 cc]

[125.7

87 G]

[125.903 cc]

[125.773 G]

[12

5.489 cc]

[125.2

76

G]

[125.883 cc]

[125.726 G]

0.3

0 m

(TY

P.)

5.53 m

4.50 m

4.97 m

3.09 m

4.10 m

31 of 32

111

47No.

49No.

51No.

53No.

99No.

101No.

1No.

3No.

3No.

1No.

107No.

109No.

101No.

99No.

12No.

Storm Sewer

375 mm Conc.

Storm Sewer

375 mm Conc.

150 mm Watermain


Watermain

150 mm

150 mm Watermain

Storm Sewer

450 mm Conc.

Storm Sewer

600 mm Conc.

150 mm Watermain

150 mm Watermain

Storm Sewer

600 mm Conc.

Watermain

150 mm

150 mm Watermain

Storm Sewer

525 mm Conc.


150 mm Watermain

Cable

Bell Canada Burried

50 mm Gas Main

50 mm Gas Main

50 mm Gas Main

50 mm Gas Main

50 mm Gas Main

50 mm Gas Main

50 mm Gas Main

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

Sanitary Sewer

250 mm UNK

207+30

207+40

207+50

207+60

207+70

207+80

207+90

208+00

208+10

208+20

208+30


B.M. STATION

H.C.M. STATION


2019754315

6000 (Cut Cross)

6001 (Cut Cross)

6002 (Nail)

304709.592

304712.338

304730.11

304769.194

4839985.187

4839989.612

4839897.588

4839789.542

N/A

125.826

125.821

125.445


Engineering &

EXECUTIVE DIRECTOR





Local Roads




EXISTING GROUND ELEVATION

STATION

LO W

STATION


STATION

EXISTING CENTRELINE

ELEVATION

EXISTING CENTRELINE

ELEVATION

TE

DD

ER S

T


STREETLINE

MAPPING

UTILITY

DESIGN


18-02466_RD.dgn

18-02466_MAP.dgn

18-02466_MAP.dgn

18-02466_MAP.dgn

18-02466_MAP.dgn

SURVEY(2017)

NOT TO SCALE

K

E

Y

P

L

A

N

RELATED DRAWINGS: 18-02466-001, 18-02459-001

18-0

2466-0

0118-0

2466-0

02


2 07.17.2018 ADDENDUM #2 J.B.

5 37'41.61"

DESIGN

NUMBER

DRAWINGSCALE SHEET

CONTRACT No.DRAWN CHECKED

DATE


115.00 m

120.00 m

125.00 m

130.00 m

135.00 m

120.00 m

125.00 m

130.00 m

135.00 m

115.00 m


18-02466-002

J.B.A.K.S.B.P.Q.

FROM THURODALE AVENUE TO HARDING AVENUE

TEDDER STREET


AV

EN

UE

TH

UR

OD

ALE


(131.073 G)

ON DRAWING as

oror

LEGEND:


100+00


SOUTH SIDE ----------------




PL

AC

E

PA

MIL

LE









TREE PROTECTION FENCING -------------------------------------------------------------------------------------------------------------


28 OF 31

TEDDER STREET

S.S.L.

N.S.L.

WEST STREET LINE

EAST STREET LINE

N.S.L.

S.S.L.

S.S.L.

N.S.L.

WEST STREET LINE

EAST STREET LINE

PA

MIL

LE P

LA

CE

PA

MIL

LE P

LA

CE

S.S.L.

N.S.L.

TH

UR

OD

ALE A

VE

NU

E

TH

UR

OD

ALE A

VE

NU

E

EAST STREET LINE

WEST STREET LINE

RESIDENTIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED -------------------------------------------------------------

PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS -----------------------------------------------------------


JULY, 2018

2

2

2

207+30

207+40

207+60

207+80

208+00

208+20

208+30

207+00

207+20

1.5

0 m

1.5

0 m


4.2

0 m

4.1

5 m

4.2

7 m

P.O.T.2

Sta 207+30.000 E 304732.864 N 4839892.286 P.O.T.2

P.O.T.3

P.O.T.4

Sta 208+30.000

E 304714.213

N 4839990.818

P.O.T.4

B.C.1E.C.1



R

T

L

BC1 207+71.708 60.000 BC1 4839933.686

EC1 207+77.601 EC1 4839939.404 EC1 304724.324

BC1 304725.743

5.894 m

2.949 m

R = 6.5 m

R = 5.6 m

R = 6.2 m

4.1

9 m

4.1

5 m

EXISTING PAVERSAND REPLACEREMOVE, SALVAGE




Sta 207+30.000

E 304737.766

N 4839893.749

P.O.T.3

DCB

CB

EC

4.3

7 m

PLATE (TYP.)DETECTABLE WARNINGINSTALL CAST IRON

252+20

252+00

251+80

ON THURODALE AVENUESIDEWALK CONSTRUCTION

FOR DETAILS OFSEE DWG. 18-2459-001


18ECS-TI-103LR G2 (TYP.)PER DETAIL 'A' ON DWG. No.FOR ALL CB'S IN THE PROJECT AREAPROVIDE SEDIMENT CONTROL TRAPS

SEE TYPICAL CROSS SECTIONCONSTRUCT CONCRETE SIDEWALK


CONSTRUCTIONEXISTING FENCE DURING

MAINTAIN AND SUPPORT

1.5

0 m


0.3

0 m

EXISTING CURB TO REMAIN (TYP.)

SEE CURB RECONSTRUCTION DETAILEXISTING CONCRETE CURB (TYP.)

REMOVE AND REPLACE

ENTRANCES (TYP.)DRIVEWAYACROSS


207+39.0

33

125.6

97 G

207+42.1

12

125.6

83 G

207+50.0

00

125.6

08 G

207+60.0

00

125.5

25 G

207+73.2

95

125.4

21 G

-0.44%G-0.95%G-0.83%G

-0.78%G

125.8

72 cc

125.8

58 cc

125.7

83 cc

125.7

00 cc

125.5

96 cc

-0.44%cc-0.95%cc

-0.83%cc

-0.78%cc

AT CENTRELINE

EXISTING GROUND

ELEVATIONS

SEE PLAN FOR

[125.4

27]

EX. C

B

EC

207+79.0

00

125.4

77 G

125.6

12 cc

0.98%G0.28%cc

2-4%

150 mm GRANULAR 'A'

NOTES:




NOT TO SCALE



AS REQUIRED

3:1 MAX.






300 mm





0.3 m

2-4%







150 mm GRANULAR 'A'

NOTES:




NOT TO SCALE



REMOVE AND REPLACE




N 4 8

39 9

50

E 304 700

100+00

.

(131.0

73 G)

N 4 8

40 0

00

E 304 700


CURB RECONSTRUCTION DETAIL

CC

G/

P

RS

RS

AV

AV

AV

HE

AV

RS

HE

AV

AV

HE

CC

HE

HYD

Grass

Grass

ConAsphCon Brick

Grass

GrassAsphAsph

Asph

Grass

Grass

Grass

Grass

Grass

Con

Grass

Grass

RS

RS

RS

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

JULY 17, 2018

N

TRETHEWEY DR

LAWRENCE AVE W

LAWRENCE AVE W

JA

NE S

T

JA

NE S

T

HE

AR

ST

CR

CL

HEARST CRCL

THURODALE AVE

HARDING AVE

CHIS

WIC

K

AV

E

RE

NFIE

LD

ST

THE

WIS

HBO

NE

HE

AR

NE

AV

E

PAMILLE PL

DU

CK

WO

RT

H S

T

MA

RTINI D

R

VIM

Y

AV

E

STEWART SMITH DR

EVERGLADES DR

TE

DD

ER S

T

CHIS

WIC

K

AV

E

FOX POINT

AR

EN

A

ST

THE

WIS

HB

ONE

BR

OO

KH

AV

EN

DR

BR

OO

KH

AV

EN

DR

ST

BL

AC

KS

TO

NE

N

0.0

00

G

0.0

00cc

0.0

00cc

125.9

66

125.8

45

125.7

43

125.6

67

125.6

00

125.6

06

125.6

50

125.6

86

125.7

15

125.7

90

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G

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G

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125.872 cc

125.6

97 G

125.82

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125.73

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125.863 cc

125.729 G

[125.9

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[125.7

87 G]

[125.903 cc]

[125.773 G]

[125.794 cc]

[125.661 G]

[125.883 cc]

[125.726 G]

[125.78

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[125.672 G]

18-0

2466-0

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459-0

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(TY

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4.50 m

4.97 m

3.09 m

4.10 m

4.80 m

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THURODALE AVENUE...SUB-SURFACE UNDERGROUND ENGINEERING INVESTIGATION (SUE) OR MODIFIED TO MEET SURVEY UPDATE. UNDERGROUND UTILITIES OBTAINED FROM CITY "PUCC" FILES, CITY PLANS, TO