TYPICAL CONTRACTION JOINT PLAN...CONCRETE SIDEWALK PLAN EXPANSION/CONTRACTION JOINT 50 VARIABLE All dimensions are in millimetres unless otherwise shown. FOR NEW SIDEWALK INSTALLATION

EXPANSION JOINT

BITUMINOUS FIBRE

TOOLED EDGES

CONTRACTION JOINT

CONCRETESIDEWALK C

UR

B

PLAN

EXPANSION JOINTS (TYP)EVERY 6 m

(TYP)

JOINTS (TYP)

CONTRACTION

CURB

PLAN

EXPANSION

JOINTS (TYP)

CU

RB

BO

ULE

VA

RD

EXPANSION JOINTS (TYP)

EVERY 6 m

CONTRACTION

JOINTS (TYP)

JOINTS (TYP)

EXPANSION

(TYP)

TOOLED EDGES

BOULEVARD

CURBEXPANSION

JOINTS (TYP)

5

12

2 m

2 m

All dimensions are in millimetres unless otherwise shown.

LOCATION AND DETAIL

OF JOINTS FOR SIDEWALK

NOV 2014REV 1

NTS SHEET 1

1. POLES AND OTHER FIXED OBJECTS SHALL

BE ISOLATED BY THE USE OF EXPANSION JOINTS.

2. t = THICKNESS OF SIDEWALK.

NOTES:

CONCRETE WALK

TYPICAL

TYPICAL

t/

4

T-310.010-1

ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING

THICKNESS SHALL BE 180 mm.

INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE

1. FOR CONCRETE SIDEWALK ABUTTING CURB OR CURB

NOTES:

100 um THICK

POLYETHYLENEVAPOUR BARRIER.

(OR EQUIVALENT)

SLOPE 2% - 4%

FINISHED BOULEVARD GRADE

CURB AND GUTTER

t

2. SIDEWALK THICKNESS 130 mm EXCEPT ACROSS COMMERCIAL,


NOV 2014REV 2

NTS SHEET 1

CONCRETE SIDEWALK WITH BOULEVARD

1.7 m MIN

AND GUTTER REFER TO T-600.05-1 AND T-600.11-1.

4. JOINTS SHALL BE ACCORDING TO T-310.010-1.

EDGING TOOL

ROUNDED USING STANDARD

T-310.010-2


150 mm GRANULAR A BASE

SIDEWALK

CONCRETE150

150


100 um THICK POLYETHYLENE

VAPOUR BARRIER UNDERLAY

(OR EQUIVALENT)

VARIABLE

300 mm MIN.

TO 500 mm MAX.

VARIABLE

(3:1 M

AXIM

UM)

R=30 mm

R=25 mm

2.0 m MINIMUM

230

1502.4 m DESIRABLE

R=5 mm


CONCRETE SIDEWALK

WITH RETAINING CURB

NOV 2014REV 1

NTS SHEET 1

t

CONCRETE SIDEWALK

2 % - 4 %

T-310.010-3


150

150


THICKNESS SHALL BE 180 mm.

INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE

NOTES:




INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY


ROAD BASE

RECONSTRUCTED

ALTERNATE CURB FACE WHEREPAVEMENT NOT BEING

75 mm x 75 mm FILLET

(OR EQUIVALENT)

POLYETHYLENE

SLOPE 2% - 4%

TOOLED GROOVE40 mm R

FINISHED ROAD SURFACE

20 180

150

250

t

100 um THICK

150-250 mm CONCRETE

114


COMBINED CONCRETE CURB

AND SIDEWALK

NOV 2014REV 2

NTS SHEET 1

400


1.7 m MIN

CONCRETE SIDEWALK

NOTES:


T-310.010-4

WHERE IT SHALL BE 180 mm.


VAPOUR BARRIER

150


POLE OR HYDRANT ISOLATION OF OIL INTAKE

CONCRETE

JOINTEXPANSION

(150 mm MAX.)CONCRETE

EXPANSIONJOINT

AND CHAMBERS WITHIN THE SIDEWALK AND CURB

CATCH

BASIN

FACE OF CURB

CONCRETE

EXISTING

MINIMUM MINIMUM

EXPANSION

JOINT EXPANSION

JOINT

CONCRETE

FACE OF CURB

MINIMUM

300300

300300

150

150

150

150

VARIES

75

75

75

75

MINIMUM

2 m


JOINTS AT

SIDEWALK OPENINGS

NOV 2014

MAINTENANCE

HOLE

ISOLATION OF CATCH BASIN CHAMBERS, MAINTENANCE HOLES

REV 1

NTS SHEET 1

T-310.010-5


CONCRETE SIDEWALK

PLAN

EXPANSION/CONTRACTION

JOINT

50

VARIABLE


FOR NEW SIDEWALK INSTALLATION

NOV 2014REV 2

NTS SHEET 1

1. ONE STAMPED IMAGE OF CONTRATOR'S LOGO PER BLOCK AT EACH END

OF THE INSTALLATION PER STREET BLOCK, OR AT EACH TENTH

BAY, WHICHEVER IS LESS, AND AT ALL OTHER PLACES AS DIRECTED.

SIDEWALK STAMP

NOTES:

T-310.010-6

2. DETAILS OF SIDEWALK STAMP ACCORDING TO T-310.010-7.

SIDEWALK STAMP LOCATION


CO

NT

RACTOR'SN

AM

E

20__

LETTERS

NUMBERS

DIMENSIONS HEIGHT

40

25 20

25

WIDTH

6

5

DEPTH STYLE: GOTHIC

CONTRACTOR'S NAME

CAN BE ABBREVIATED

3 GROOVE40

25

130

225

STANDARD SIDEWALK STAMP


DETAIL OF SIDEWALK STAMP

NOV 2014REV 2

NTS SHEET 1

NOTES :

COMPANY

T-310.010-7

1. SIDEWALK STAMP SHALL BE MADE OF FORGED MANUFACTURED STEEL (DYE CASTING).

2. SIDEWALK STAMP LOCATION ACCORDING TO T-310.010-6.


NOV 2014

T-310.010-8

TYPE "A"

TYPE "B"


2000

MIN

EXISTING SIDEWALK

MIN

1700

EXISTING CURB16000

2% SLOPE

2% SLOPE 2400

MIN

EXISTING CURB16000

1. FOR CONCRETE SIDEWALK ABUTTING CURB OR CURB

NOTES:

REV 2

NTS

2. SIDEWALK THICKNESS 130 mm EXCEPT ACROSS COMMERCIAL, INDUSTRIAL

AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE THICKNESS SHALL BE 180 mm.

3. t = THICKNESS OF SIDEWALK (BUS STOP LANDING).

2400

MIN

STOP

BUS

STOP

BUS

3000

MIN

EXISTING SIDEWALK

MIN

1700

EXISTING CURB

2% SLOPE

STOP

BUS

TYPE "C"

A

SHEET 1

AND GUTTER REFER TO T-600.05-1 AND T-600.11-1.

1000

MIN

FOR ACCESSIBILITY

CONCRETE ADDITION


AND ARTICULATED BUSESBUS STOP LANDING FOR STANDARD


SLOPE 2% - 4%

t

1.7 m MIN


SIDEWALK

CONCRETE150

CURB OR CURB AND GUTTER

EXPANSION JOINT

100 um THICK POLYETHYLENE

VAPOUR BARRIER. (OR EQUIVALENT)

SECTION A-A

A

CONCRETE CURB

EXISTING OR NEW

TO CURB, TYP.

PERPENDICULAR

BROOM FINISH,

COARSE TEXTURED

TO CURB, TYP.

45 DEGREE ANGLE

BROOM FINISH,

COARSE TEXTURED

JOINTS, TYP.

TROWELLED

)Y

RA

V S

NOI

TID

NO

C(

ENI

L T

EE

RT

S

(VARIES)

EDGE

BOULEVARD

CONCRETE

BOULEVARD EDGE

CONCRETE

SIDEWALK

CONCRETE

BR

UC

6.0 m APART, TYP.

EXPANSION JOINT,

2.0 m APART, TYP.

CONTROL JOINT,

(1.7 m MIN.)

2.1 m

SIDEWALK

.P

YT ,

m 0.

2

.P

YT ,

m 0.

6


APR 2015REV 0

NTS SHEET 1


CONCRETE BOULEVARD EDGE

CROSSFALL IS 2% OR GREATER.

CROSSFALL AND THE APRON

DIFFERENCE BETWEEN THE SIDEWALK

SIDEWALK AND APRON WHEN THE

IS REQUIRED BETWEEN THE

1. LONGITUDINAL EXPANSION JOINT

NOTE:

JOINT ACCORDING TO T-310.010-1.

2. EXPANSION JOINT AND TROWELLED

TO T-310.010-2.

THICKNESS AND BEDDING ACCORDING

3. CONCRETE BOULEVARD EDGE

(SEE NOTE 1)

SIDEWALK IS NOT FEASIBLE

RETAINED OR MONOLITHIC

EXISTING SIDEWALK IS

EXPANSION JOINT WHEN

T-310.010-9


ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING

RE

FU

GE

CO

NC

RE

TE

S

ID

EW

ALK

PE

D.

IS

LA

ND

CONCRETE SIDEWALK

PEDESTRIAN CROSSING ZEBRA PAVEMENT MARKING

ACCORDING TO T-310.030-5

CONCRETE CURB AND GUTTER


TACTILE WALKING SURFACE INDICATOR

ACCORDING TO T-310.030-10 AND T-310.030-11

CO

NC

RE

TE

S

ID

EW

ALK

ME

DIA

N IS

LA

ND

NOTES:

1. DROPPED CURBS ARE TO BE PROVIDED FOR WIDTH

OF ALL PEDESTRIAN CROSSING ZEBRA MARKINGS.

2.TACTILE WALKING SURFACE INDICATORS ARE TO BE

INSTALLED AT ALL PEDESTRIAN CROSSINGS IN

CONJUNCTION WITH ALL ROAD AND SIDEWALK

CONSTRUCTION, RECONSTRUCTION AND

RESURFACING PROJECTS.

C

O

N

C

R

E

T

E

S

I

D

E

W

A

L

K

3. EACH LOCATION IS SITE SPECIFIC AND CONSULTATION

WITH THE CITY OF TORONTO MAY BE REQUIRED FOR

NON TYPICAL INTERSECTIONS AND PEDESTRIAN

CROSSINGS.

4.REFER TO T-310.030-9 FOR DETAILS ABOUT LOCATION

OF TACTILE WALKING SURFACE INDICATORS, CURB

CUTS, AND SIDEWALK RAMPS.

YIELD SIGN (Ra-2,

75cm)

TACTILE WALKING

SURFACE INDICATORS

TO BE PROVIDED ON

PEDESTRIAN REFUGE

ISLANDS WITH TWO STAGE

PEDESTRIAN SIGNALS

CONCRETE DROPPED CURB AND GUTTER

DETAIL ACCORDING TO T-310.030-10 AND

T-310.030-11

CONCRETE CURB TRANSITION

REV 0 APR 2014

SIGNALIZED INTERSECTION

T-310.030-7

CONFIGURATIONS OF PEDESTRIAN CROSSINGS

NTS SHEET 1



NOTES:

1. DROPPED CURBS ARE TO BE PROVIDED FOR WIDTH OF 4. EACH LOCATION IS SITE SPECIFIC AND CONSULTATION

ALL PEDESTRIAN CROSSING PAVEMENT MARKINGS. WITH THE CITY OF TORONTO MAY BE REQUIRED FOR NON

TYPICAL INTERSECTIONS AND PEDESTRIAN CROSSINGS.

2.DROPPED CURBS ARE TO BE PROVIDED FOR WIDTH OF

SIDEWALK FOR CONTROLLED PEDESTRIAN CROSSINGS5.

REFER TO T-310.030-9 FOR DETAILS ABOUT LOCATION OF

WHERE PAVEMENT MARKINGS ARE NOT USED. TACTILE WALKING SURFACE INDICATORS, CURB CUTS,

AND SIDEWALK RAMPS.

3.TACTILE WALKING SURFACE INDICATORS ARE TO BE



CONSTRUCTION, RECONSTRUCTION AND RESURFACING

PROJECTS.



CONCRETE SIDEWALK

TACTILE WALKING SURFACE

CONCRETE SIDEWALK

INDICATOR ACCORDING TO

T-310.030-10 AND T-310.030-11

CONCRETE SIDEWALK CONCRETE SIDEWALK



T-310.030-11

10cm WIDE SOLID WHITE

PAVEMENT MARKING

2.5m

MIN

CROSSING PATH WHERE PEDESTRIAN

CROSSING PAVEMENT MARKINGS ARE

NOT USED2.1m

MIN

STOP SIGN (Ra-1, 60cm x 60cm)

ALL-WAY TAB (Ra-1t) AS REQUIRED


2.5m

MIN

2.1m

MIN

REV 0 APR 2014

CONTROLLED NON SIGNALIZED INTERSECTION

T-310.030-8

CONFIGURATIONS OF PEDESTRIAN CROSSINGS

NTS SHEET 1



CONTINUOUS DROPPED CURB

AT INTERSECTION CORNER

TWO SEPARATED DROPPED CURBS AT

INTERSECTION CORNER

VA

RIE

S, N

OT

E A

VARIES, NOTE A

75mm DROPPED CONCRETE

CURB AND GUTTER





T-310.030-10 AND T-310.030-11

VARIES, NOTE A

VA

RIE

S, N

OT

E A



T-310.030-10 AND T-310.030-11




VA

RIE

S, N

OT

E A

DROPPED CURB AT PEDESTRIAN REFUGE

ISLANDS AND MID BLOCK CROSSINGS WITH

NOTES:

A. 3.0m MINIMUM FOR SIGNALIZED INTERSECTIONS, 2.5m

MINIMUM FOR NON SIGNALIZED INTERSECTIONS

WITH PEDESTRIAN CROSSING PAVEMENT MARKINGS,

2.1m MINIMUM FOR NON SIGNALIZED INTERSECTIONS

WITHOUT PEDESTRIAN CROSSING PAVEMENT

MARKINGS.

B. WHEN DISTANCE IS LESS THAN 1.2m USE

CONTINUOUS DROPPED CURB AT INTERSECTION

CORNER. WHEN DISTANCE IS GREATER THAN OR

EQUAL TO 1.2m USE TWO SEPARATED DROPPED

CURBS AT INTERSECTION CORNER.

1. DROPPED CURB TO BE PROVIDED FOR WIDTH OF ALL

PEDESTRIAN CROSSINGS.

2. TACTILE WALKING SURFACE INDICATORS TO BE

PROVIDED ONLY WITHIN WIDTH OF PEDESTRIAN

CROSSINGS.

3. TACTILE WALKING SURFACE INDICATORS ARE TO BE



CONSTRUCTION, RECONSTRUCTION AND

RESURFACING PROJECTS.

4. EACH LOCATION IS SITE SPECIFIC AND

CONSULTATION WITH THE CITY OF TORONTO MAY BE

REQUIRED FOR NON TYPICAL INTERSECTIONS AND

PEDESTRIAN CROSSINGS.

5. REFER TO T-310.030-7 FOR VARIOUS

CONFIGURATIONS OF PEDESTRIAN CROSSINGS AT

SIGNALIZED INTERSECTIONS AND T-310.030-8 FOR

CONTROLLED NON SIGNALIZED INTERSECTIONS.

TWO STAGE PEDESTRIAN SIGNALS

VA

RIE

S, N

OT

E A

1.2m

MIN

0

.

4

5

m

M

I

N

0

.

4

5

m

M

I

N

1.2m

1

.

2

m

MIN

M

I

N



1

.2

m

M

IN

1.2m

MIN

1.2m

MIN

1.2m

MIN


TACTILE WALKING

SURFACE INDICATOR

ACCORDING TO

T-310.030-10 AND

T-310.030-11

V

A

R

I

E

S

,

N

O

T

E

B



T-310.030-11

CONCRETE DROPPED CURB AND

GUTTER DETAIL ACCORDING TO

T-310.030-10 AND T-310.030-11

V

A

R

I

E

S

,

N

O

T

E

B



T-310.030-11

1

.2

m

M

IN

REV 0 APR 2014

LOCATION OF DROPPED CURBS

T-310.030-9

AT CONTROLLED INTERSECTIONS

NTS SHEET 1

0

.

3

m

M

I

N



200mm

FACE OF CURB

BACK OF CURB

EDGE OF PAVEMENT

610mm MIN

DROPPED CURB

12mm-15mm22mm-25mm 5mm±1


TACTILE WALKING SURFACE INDICATOR AND

CURB RAMP

CROSS SECTION OF TACTILE WALKING

SURFACE INDICATORS

3mm MAX

CURB TRANSITION

VARIES, SEE NOTE B

5% TYP SLOPE

CURB SIDE

3mm MAX

5%

T

YP

5%

T

YP

5%

T

YP

5% TYP

1.2m MIN PEDESTRIAN CLEAR WAY

1.5m PREFFERED

1.5m

M

IN

PEDESTRIAN CROSSINGPEDESTRIAN CROSSING

PAVEMENT MARKINGSPAVEMENT MARKINGS

SLOPE 5% TYP

2-4%

55mm-63mm

SIDEWALK SIDE


12mm-15mm

CONCRETE

VARIES, SEE NOTE B

5% TYP SLOPE

2-4%

BACK OF SIDEWALK

VARIES, SEE NOTE A

300 200

275

20

NOTES:

3.0m MINIMUM FOR SIGNALIZED INTERSECTIONS, 2.5m MINIMUM FOR NON

120

150

SIGNALIZED INTERSECTIONS WITH PEDESTRIAN CROSSING PAVEMENT

MARKINGS, 2.1m MINIMUM FOR NON SIGNALIZED INTERSECTIONS

WITHOUT PEDESTRIAN CROSSING PAVEMENT MARKINGS.

1.2m MINIMUM FOR TRANSITIONS BETWEEN FULL HEIGHT CURB AND

120mm DROPPED CURB, 0.45m MINIMUM FOR TRANSITIONS BETWEEN

120mm DROPPED CURB AND 75mm DROPPED CURB.

REFER TO T-310.030-9 FOR INFORMATION ABOUT THE LOCATION OF

DROPPED CURBS.

5mm R

10

5mm R

2:1 BEVEL

A.

B.

1.

DROPPED CURB

TACTILE WALKING SURFACE INDICATORS TO BE PLACED

AS CLOSE AS POSSIBLE TO BACK OF CURB

2:1 BEVEL

REV 0 APR 2014


T-310.030-10

AND CURB RAMP DETAIL

NTS SHEET 1


T-310.030-11

AND DEPRESSED CURB DETAIL



APR 2014

NTS

REV 0

SHEET 1

5% MAX 5% MAX

2-4%

CURB TRANSITION DROPPED CURB CURB TRANSITION

5%

M

AX

5%

M

AX

2-4%

VARIES

TACTILE WALKING SURFACE INDICATOR AND

VARIES, SEE NOTE A

FACE OF CURB

DEPRESSED CURB

BACK OF CURB

EDGE OF PAVEMENT

VARIES

PEDESTRIAN CROSSING

PAVEMENT MARKINGS

BACK OF SIDEWALK

2.0m

T

YP

610mm MIN

12mm-15mm22mm-25mm 5mm±1

CROSS SECTION OF TACTILE WALKING

SURFACE INDICATORS

3mm MAX

CURB SIDE

3mm MAX

SLOPE 5% MAX

55mm-63mm

SIDEWALK SIDE


12mm-15mm

CONCRETE

300 200

275

20

NOTES:

3.0m MINIMUM FOR SIGNALIZED INTERSECTIONS, 2.5m

MINIMUM FOR NON SIGNALIZED INTERSECTIONS WITH

120

150

PEDESTRIAN CROSSING PAVEMENT MARKINGS, 2.1m

MINIMUM FOR NON SIGNALIZED INTERSECTIONS WITHOUT

PEDESTRIAN CROSSING PAVEMENT MARKINGS.

REFER TO T-310.030-9 FOR INFORMATION ABOUT THE

LOCATION OF DROPPED CURBS.

5mm R

10

5mm R

2:1 BEVEL

A.

1.

DROPPED CURB


INDICATORS TO BE PLACED

AS CLOSE AS POSSIBLE TO

BACK OF CURB

2:1 BEVEL

1.7m

M

IN


CONCRETE DRIVEWAY

ASPHALT DRIVEWAY

NOTES:

1. KEY BEHIND CURB TO BE LOWERED TO ACCOMMODATE THE FULL DRIVEWAY THICKNESS.

TYPE OF DRIVEWAY

ASPHALT

CONCRETE

RESIDENTIAL

RESIDENTIAL

PAVEMENT STRUCTURE

HL-8 BASE (SEE NOTE 2)

GRANULAR A

GRANULAR A

GRANULAR A

GRANULAR A

80

0

150

50

80

150

150

150

150

180

NTS

CONCRETE

GRANULAR A

GRANULAR A

ASPHALT

NOV 2014REV 2

SHEET 1

THICKNESS (mm)

DRIVEWAY THICKNESS

COMMERCIALCONDOMINIUM HIGH RISE,INDUSTRIAL,

40 mm HL-8 BASE, OR AS SPECIFIED.

2. NEW ASPHALT DRIVEWAY TO BE PLACED IN 2 LIFTS WITH 40 mm HL-3 TOP AND

T-600.11-1 OR AS SPECIFIEDSEE DWG. NO. T-600.05-1 ANDCURB AND GUTTER

T-600.11-1 OR AS SPECIFIEDSEE DWG. NO. T-600.05-1 ANDCURB AND GUTTER

T-310.050-8

HIGH RISE,COMMERCIALINDUSTRIAL CONDOMINIUM

HL-3 F (FINE) TOP (2 LIFTS)

HL-3 F (FINE) TOP

HL-8 BASE (2 LIFTS)


PORTLAND CEMENT CONCRETE (PCC) TOP

PORTLAND CEMENT CONCRETE (PCC) TOP

APARTMENT ENTRANCES ON 4 LANE ROADS

ENTRANCES, AND FOR COMMERCIAL AND

R=8.0 m FOR ALL HEAVY INDUSTRIAL

CONCRETE CURB OR

CURB AND GUTTERFOR ENTRANCE WITHOUTCURB OR CURB AND GUTTERSEE DETAIL 1

R=5.0 m FOR LIGHT INDUSTRIALENTRANCES, COMMERCIAL ANDAPARTMENT ENTRANCES ON

2 LANE ROADS

BOULEVARD

SIDEWALK

ROW

CURB AND GUTTER

7.2 m ENTRANCE

7.8 m ENTRANCE

FOR HEAVY INDUSTRIAL

LEFT TURN

SIDEWALK

ENTRANCE

DROPPED CURB

DROPPED CURB

RA

DIU

S A

S

SP

ECIFIE

D

ENTRANCE10% MAX.

SIDEWALK

8% MAX.

DROPPED C

URB

UNIFORM

600

PAVEMENT

EXPANSION

JOINT

GRADE

NOTES:

PLAN

DETAIL 1

400

1.0m

400

3.4 m 3.0 m 4.4 m

WITH LEFT TURN

FOR HEAVY INDUSTRIAL

LIGHT INDUSTRIAL, ETC.

FOR COMMERCIAL,

1.0 m

1.0 m


URBAN ENTRANCES

NOV 2014

FIT TO EXISTING CURB OR

REV 1

SHEET 1NTS

1. MINIMUM DIMENSIONS ARE INDICATED. MAXIMUM DIMENSIONS AS PER OWNER REQUIREMENTS.

2. PAVEMENT AND SIDEWALK STRUCTURE AT ENTRANCES SHALL BE CONSTRUCTED ACCORDING TO

T-350.01

T-310.050-1 AND T-310.050-2.



ANCHORED HOOK BOLT DOWEL

AND CONCRETE REPAIR DETAIL

T-508.010-1

NEW CONCRETE.

AND A DOWEL CAP IMMEDIATELY PRIOR TO POURING

THIN AND UNIFORM COATING OF GREASE (BOND BREAKER)

3. THE FREE END OF THE DOWEL BARS SHALL RECEIVE A

TO POURING THE NEW CONCRETE.

DRILL HOLE. THE GROUT SHALL BE FULLY SET PRIOR

2. THE GROUT SHALL ENVELOP THE BAR WITHIN THE

1. JOINT SPACING TO MATCH EXISTING.

OR APPROVED EQUAL

TYPE CONCRETE ANCHOR

SELF DRILLING FLUSH

16 mm PHILLIPS RED HEAD

16 mm THREAD

BOND BREAKER AND DOWEL CAP EPOXY

(SEE NOTE 2)

INTO HOLES WITH QUICK SET EPOXY

COATED DOWEL BARS GROUTED

35 mm x 225 mm DRILL HOLES

EXTEND CONCRETE REPLACEMENT TO 300 mm BEYOND JOINT OR CRACK.

IF PROXIMITY OF FULL DEPTH REPAIR TO EXISTING JOINT OR CRACK IS 2.0 m OR LESS,*

ANCHOR HOOK BOLTDOWELS AT 600 c/ c

DIRECTION OF

TRAFFIC

ANCHOR HOOK BOLTDOWELS AT 300 c/ c

DOWELS BARS AT 300 c/ c

HOOK BOLT DOWELFLUSH TYPEANCHOR

220

22

63

2.0 m MIN.

REPLACEMENT LENGTH EXISTING CONCRETEEXISTING CONCRETE

30 mm Dia. x 450 mm EPOXY

*

NOTES:

NOV 2014REV 1

NTS SHEET 1

SEE DETAIL

PLAN

SECTION A - A

DETAIL

A A

t

2

t

COATED SMOOTH DOWEL BAR (SEE NOTE 2 AND 3)

4. t = CONCRETE BASE DEPTH.



T-509.010-1

UNSHRINKABLE BACKFILL

SERVICE OR UTILITY TRENCH

REFER TO NOTE 2

NOTES:

A) GENERALLY RECTANGULAR IN SHAPE.

REFER TO NOTE 1

1200 mm MIN.

APR 2015

OVER ANY UNDERMINING

SHALL BE REMOVED

THE EXISTING PAVEMENT

OF THE PATCH MAY BE ALLOWED.

THE CITY, AGGREGATE INTERLOCK OR A FORMED KEY FOR LOAD TRANSFER ALONG THE EDGES

3. ON LOCAL RESIDENTIAL CONCRETE PAVEMENTS OR AT LOCATIONS SPECIFICALLY APPROVED BY

REV 2

SURFACE COURSE ASPHALT

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING GRANULAR BASE

32 MPa CONCRETE

1. PAVEMENT REPAIR DIMENSIONS

B) MINIMUM DIMENSION OF CUT REPAIR BOUNDING A JOINT OR PAVEMENT EDGE SHALL BE 2.0 m.

4. FOR ASPHALT DEPTHS, REFER TO PAVEMENT STRUCTURAL DESIGN MATRIX.

BINDER COURSE ASPHALT

USING SS1

ALL SURFACES TO BE TACK COATED

TO MAXIMUM DRY DENSITY

EXISTING GRANULAR BASE COMPACTED

GRANULAR A MATCHING DEPTH OF

MAY BE ALLOWED

100% MAXIMUM DRY DENSITY

BACKFILL COMPACTED TO

THE CITY, GRANULAR A

SPECIFICALLY APPROVED BY

ON MAJOR PROJECTS WHERE

NTS SH 1 of 2

FROM A JOINT OR PAVEMENT EDGE OF 1.2 m.

C) MINIMUM DIMENSION OF AN INTERIOR PATCH SHALL BE 1.2 m WITH A MINIMUM CLEARANCE

FOR UTILITY CUTSCOMPOSITE PAVEMENT PATCHING


ASPHALT JOINT SEALING COMPOUND

A BEAD OF HOT RUBBERIZED

ALL EDGES TO BE SEALED WITH

TYP

300

TYP

225

THE BARS USING A QUICK SETTING MORTAR.

DRILL 35 mm HOLES ON 300 mm CENTRES, 225 mm DEEP INTO EXISTING CONCRETE, AND GROUT

COATED PREFORMED TIE BARS SPACED AT 300 mm CENTRES.

HAVE PATCHES PROVIDED WITH LOAD TRANSFER BY INSERTING 30 mm x 450 mm EPOXY

BY AN EXISTING PAVEMENT JOINT, IF SPECIFIED IN THE CONTRACT DOCUMENTS, SHALL

2. ALL CONCRETE PAVEMENTS OTHER THAN LOCAL RESIDENTIAL STREETS AND UNLESS BONDED


T-509.010-1

EXISTING ASPHALTHL-8 ASPHALT

ALTERNATIVE ASPHALT PATCHING

SCHEME B

ABOVE

REFER TO SCHEME "A"

UNSHRINKABLE BACKFILL

SERVICE OR UTILITY TRENCHUNDERMINING

REMOVED OVER ANY

PAVEMENT SHALL BE

THE EXISTING

SCHEME A

AS SPECIFIED

40 mm HL-1 ASPHALT OR

APR 2015

{

HL-8 ASPHALT

REV 2

NTS

SPECIFIED

ASPHALT OR AS

SURFACE COARSE

AS SPECIFIED

40 mm LIFTS OR

SH 2 of 2

COATED WITH SS1

SURFACES TO BE TACK

ALL VERTICAL


GRANULAR BASE COMPACTED TO

MATCHING DEPTH OF EXISTING

50 mm CRUSHED AGGREGATE

MAY BE ALLOWED


BACKFILL COMPACTED TO

THE CITY, GRANULAR A

SPECIFICALLY APPROVED BY

ON MAJOR PROJECTS WHERE

COMPOUND

ASPHALT JOINT SEALING

BEAD OF HOT RUBBERIZED

ALL EDGES TO BE SEALED WITH A

FOR UTILITY CUTSFLEXIBLE PAVEMENT PATCHING


NOTE:

BE 40 mm DEEP. A STEP JOINT IS NOT REQUIRED FOR PAVEMENT DEPTHS LESS THAN 80 mm.

1. WHERE EXISTING HOT MIX ASPHALT DEPTH IS BETWEEN 80 AND 120 mm THE STEP JOINT SHALL

RUBBERIZED ASPHALT

WITH A BEAD OF HOT

ALL EDGES TO BE SEALED

TYP

300

ASPHALT

EXISTING

TYP

STEP JOINT

TACK COATED WITH SS1

ALL SURFACES TO BE


SHEET 1NTS

REV 2 NOV 2014

NOTES:

FOR USE WITH RIGID PAVEMENT

FOR USE WITH FLEXIBLE PAVEMENT

NOTE 3

NO

TE 4

25 mm R

SLOPE AT DRIVEWAY

1 ROW OF BRICK,

WHERE SPECIFIED

MORTAR CUSHION

50 mm x 75 mm KEYWAY

30

30 mm R

5 mm R

250 50

t

180

150

NO

TE 4

MOUNTABLE

25 mm R

SLOPE AT DRIVEWAY

DEPRESSIONS

WHERE SPECIFIED1 ROW OF BRICK,

MORTAR CUSHION

NOTE 3

30 mm R

5 mm R

30

405

180

50250

150

VA

RIE

S

SEE DETAIL

t

3. 10 mm FOR SIDEWALK RAMPS AND DISABILITY ACCESSES.

OR CONCRETE DRIVEWAY MEASURED FROM TOP OF CURB DEPRESSION.

2. t = 130 mm, 150 mm, OR 180 mm TO SUIT CONCRETE SIDEWALK, CONCRETE BOULEVARD

COVER, TO BE EXTENDED 600 mm BEYOND WIDTH OF DRIVEWAY ON EACH END.

5. 2 - 15 M REINFORCING BARS FOR INDUSTRIAL AND COMMERCIAL DRIVEWAYS, 50 mm CONCRETE

75

50

30

KEYWAY DETAIL

405

FINISHED ROAD

SURFACE

VA

RIE

S

FINISHED ROAD

SURFACE

NOTE 5

NOTE 5

CONCRETE CURB

ADJACENT SIDEWALK AND CONCRETE ROAD BASE.

1. EXPANSION JOINTS SHALL BE SPACED 6 m APART OR COINCIDE WITH JOINTS IN

T-600.11-1

DEPENDS ON SITE CONDITIONS AS SPECIFIED.

4. ENTRANCE TERMINATION ACCORDING TO DRAWING T-350.01. DROP CURB AT ENTRANCE, TYP 70-100 mm,



T-1101.02-2

NOTES:

1.

2.

3.

4.

5.

CONCRETE BLOCK

GATE VALVE

RESILIENT SEATED

GUIDE PLATE

CONCRETE BLOCK

FINISHED GRADE

FIR

ML

Y C

OM

PA

CTE

D B

AC

KFIL

L

APR 2013

WHICH ARE 100 mm IN SIZE AND LARGER UP TO AND INCLUDING 300 mm IN SIZE.

USE 105 mm SLIDE VALVE BOX ON WATER SERVICE VALVE(INCLUDING TAPPING VALVES)

USE 130 mm SLIDE VALVE BOX ON WATERMAIN VALVES LESS THAN 400 mm IN SIZE.

ABOVE THE VALVE WITH SUPPORTS.

VALVE BOXES SHALL BE CENTERED OVER THE OPERATING NUT AND REST

THE EXTENSION STEM TO THE OPERATING NUT.

DRILL A HOLE THROUGH EXTENSION STEM AND THREAD IN BOLT TO TIGHTEN

CENTERED AROUND OPERATING NUT.

VALVE BOX SHALL BE ADEQUATELY BRACED WHILE BACKFILLING AND SHALL REMAIN

WITH A VALVE BOX ON IT.

THE VALVE IS BURIED AND A SECOND VALVE IS INSTALLED AT THE PROPERTY LINE

LOCATED IN A DITCH OR INACCESSIBLE AREA. IN THIS CASE,

VALVE BOXES SHALL BE USED ON ALL WATER SERVICE VALVES UNLESS THEY ARE 6.

DETAIL

AND SERVICE VALVE IN BOX

WATERMAIN VALVE IN BOX

REV 2

SHEET 1NTS



SERVICE BOX IN SIDEWALK T-1101.02-3

NOTES:

ELEVATION DETAIL ’1’

NUT

CONTINUOUS THREAD

TOP OF SERVICE BOXPLAN VIEW

SEE DETAIL ’1’

SERVICE BOX

CURB-STOP &

PIPE

WATER SERVICE PLUG OR COUPLING

PR

OP

ER

TY LIN

E

SIDEWALK

CU

RB

750

EQUIVALENT

1.5 m

2.0 m

2.

1.

APR 2013REV 1

SHEET 1NTS

DOMESTIC 19 mm AND 25 mm SERVICES

MUST OBTAIN ENGINEER’S APPROVAL.

1. THIS STANDARD IS NOT AN OPTION, EACH LOCATION

WITH SIDEWALK GRADE.

2. THE WATER SERVICE BOX MUST BE PERFECTLY LEVEL


APR 2013

NTS SHEET 1

T-1104.01

1. ANY JUNCTION MADE IN SERVICE PIPE BETWEEN MAIN STOP AND CURB STOP TO BE MADE

WITH APPROVED COUPLINGS.

ALL WATER SERVICES TO BE INSTALLED AT RIGHT ANGLES TO THE WATERMAIN UNLESS 2.

APPROVED OTHERWISE.

DRY TAPPING IS PROHIBITED.3.

FINISHED GRADE

IN COPPER TUBE

GOOSENECK FORMED

SERVICE BOX

EXTENSION

COPPER TUBE

TYPE "K" SOFT

MAIN STOPCURB STOP

(AS SPECIFIED)

ANODE

SLAB OR BLOCK

SOLID CONCRETE

SP

ECIFIE

D

ST

RE

ET LIN

E O

R A

S

1800 m

m M

IN.

45°

MA

X

350

1800 m

m M

IN.

2000 mm MAX.

1000 mm MIN.


(AS PER NOTE 4)

TAPPED WATERMAIN

c) EXISTING WATERMAIN TAPPED THROUGH A STAINLESS STEEL SADDLE

b) NEW PVC WATERMAIN TAPPED THROUGH A STAINLESS STEEL SADDLE

4. a) NEW METALLIC WATERMAIN DRILLED AND TAPPED A.W.W.A INLET THREAD

NOTES:

REV 2

19 mm AND 25 mm DIAMETER SIZES

STANDARD WATER SERVICE CONNECTION DETAILS


APR 2013

NTS SHEET 1

T-1104.02-1

ANY JUNCTION MADE IN SERVICE PIPE BETWEEN 1.

MAIN STOP AND CURB STOP TO BE MADE WITH

APPROVED COUPLINGS.

ALL WATER SERVICES TO BE INSTALLED AT RIGHT

OTHERWISE.

ANGLES TO THE WATERMAIN UNLESS APPROVED

2.

3.DRY TAPPING IS PROHIBITED.

PARK SERVICES AND OTHER SEASONAL SERVICES 4.

MUST HAVE SELF DRAINING CURB STOPS. THE

BACKFILL AROUND THE SELF DRAINING CURB STOP

MUST BE 25 mm CLEAR STONE.

TRACER WIRES ARE REQUIRED ON ALL NON-METALLIC

SERVICE CONNECTIONS AND PRIVATE WATER

SERVICE PIPES.

5.

BOX

EXTENSION SERVICE SADDLE

WATERMAIN DRILLED

MAIN STOP

COPPER TUBE

TYPE ’K’ SOFT

FINISHED GRADE

SP

ECIFIE

D

OR A

S

LIN

E

ST

RE

ET

CONCRETE BLOCK

SPECIFIED)

ANODE (AS

CURB STOP

SLAB OR BLOCK

SOLID CONCRETE

1800 m

m M

IN.

1800 m

m M

IN.

2000 mm MAX.

1000 mm MIN.


NOTES:

REV 1

32 mm, 38 mm AND 50 mm DIAMETER SIZES

STANDARD WATER SERVICE CONNECTION DETAILS


NTS


NOTE 1: DOMESTIC SERVICE TO BE

100

150

200 150

100

50

DOMESTIC OFF FIRELINE

MAXIMUMDOMESTIC SIZE

(mm)

FIRE SERVICESIZE(mm)

REV 0

NOTES :

ONE SIZE BELOW FIRE

SERVICE

MAIN LINE WATERMAIN

TAPPING SLEEVE AND VALVE

2000

DO

ME

STIC S

ER

VIC

E

GATE VALVE

AND BOXAND BOX

GATE VALVE

CONCRETE THRUST

BLOCK

FIR

E S

ER

VIC

E

CONCRETE THRUST

BLOCK

CONCRETE THRUST

BLOCK

PROPERTY LINE

& VALVE BOX

WITH THE PIPE AND BE BROUGHT TO THE SURFACE AT ALL VALVE BOX BOXES.

1. WHERE NO METALLIC PIPE IS USED, A RWU90, 10 GUAGE COPPER TRACER WIRE TO BE INSTALLED

T-1104.02-3

1000 (min)

SHEET 1

COMBINE FIRE AND DOMESTIC WATER CONNECTION

APR 2013ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING

NTS SHEET 1


T-1104.03

SECTION

SECTION

A

BCLAMP

JOINT CAP

MECHANICAL

BLOW-OFF

MAIN STOP FOR

RODS

19 mm TIE

WOOD BLOCKS

PRESSURE TREATED

2-50 mm THICK

PLANK

PRESSURE TREATED

50 mm THICK

25 x 150

100 x 100

TIMBER BLOCK

PRESSURE TREATED

GROUND

UNDISTURBED

BB

A

A

LEVEL

GROUND

FINAL

SERVICE BOX

EXTENSION

ROD

TAIL

2 PIECE NUT AND

300 x 300

MIN. SIZE

OR SOLID BLOCK

CONCRETE SLAB

STONE

25 mm CLEAR

450 m

m

1800 m

m M

IN.

OF CONCRETE THRUST BLOCK

REFER TO T-1103.01 FOR SIZE

TO 150 mm LONG

COPPER 100 mm

450 mm MAX.

PIPE

APPROX. 600 mm OF

REV 2

25 mm BLOW - OFF ASSEMBLY DETAIL


STOP

CURB

PIPE

COPPER

19 mm Ø

19 mm Ø COPPER

MAIN STOP

BRONZE

SADDLE AND

APR 2014

APR 2013

NTS SHEET 1


T-1104.03-1

NOTES:

1. BLOW OFF PITS TO BE STEEL PLATED WITHIN PAVED AREAS. STEEL PLATES ARE TO BE COUNTER SUNK FLUSH

WITH PAVEMENT SURFACE. STEEL PLATES TO OVERLAP PAVEMENT MIN. 300 mm. STEEL PLATES TO BE OF

SUFFICIENT STRENGTH TO SUPPORT VEHICULAR TRAFFIC. ALL PLATING TO HAVE A NON-SKID SURFACE AND TWO

2. BLOW OFF PITS LOCATED IN NON-PAVED AREAS ARE TO BE COVERED WITH TIMBER AND BARRICATED

WITH SNOW FENCING.

3. 50 mm DIA. BRASS PIPE TO HAVE IRON PIPE THREADS.

6. BLOW OFF AND ASSEMBLY TO BE REMOVED AFTER DISINFECTION HAS PASSED AND JUST PRIOR TO

CONNECTING TO EXISTING WATERMAIN.

7. ALL FITTINGS TO BE BRASS WITH I.P.T. UNLESS OTHERWISE NOTED.

50 mm DIA. CAP

WITH IPT

BACK FLOW PREVENTER

150 mm DIA. BLIND FLANGE

CLOSE TIMBER SHEATHING

150 mm DIA. DUCTILE IRON RISER

WITH FLANGED ENDS

TEMPORARY TIMBER

THRUST BLOCKS

EXISTING

WATERMAIN

TEMPORARY

BACKFILL

MJ x FLANGE

PIECE WHERE REQUIRED.

NEW

WATERMAIN

75

350

300

50 mm DIA. BALL VALVE

50 mm DIA. STAND PIPE

WITH 50 mm DIA. IPT TAP

RODDED 150 mm DIA. FILLER

REDUCE TO 150 mm DIA. WHERE REQUIRED.

(2) 50 mm DIA. LIFT HOLES 150 mm CENTRE TO CENTRE WITHIN CENTRE OF PLATE.

OR CLOW TYLER UNION TUFGRIP.

4. PIPE RESTRAINERS TO BE UNI-FLANGE SERIES 1300, EBAA SERIES 2000 PV, ROMAC SERIES GRIP DI

REV 1

50 mm DIA. BLOW OFF AND ASSEMBLY

DETAIL OF TEMPORARY


APR 2013

NTS SHEET 1


T-1105.01

REV 1

NOTES:

MECHANICALLY RESTRAINED JOINTS

HYDRANT SET WITH


ATTACH TRACER WIRE UP THROUGH SPLIT

HYDRANT FLANGE BOLTRING AND FASTEN TO

05 .

NIM

05

1.X

AM

C HYDRANTL

WRAP TRACER WIREONCE AROUNDHYDRANT BARREL

MAX.600

.NI

M

00

3

.NI

M

00

3

CONCRETE BLOCK200 x 200 x 300

00

3

.NI

M

FINISHED GRADEADJUSTABLE VALVE BOX SHALL BESET FLUSH WITH FINISHED GRADE

TRACER WIRES CONNECTED TOGETHER

USING A SPLIT BOLT # 10 CONNECTORSPLIT BOLT SHALL BE WRAPPED IN ELECTRICAL PUTTY

MAX.600

JOINTS SHALL BE MECHANICALLY

CONCRETE BLOCK

150 x 150 x 300MIN. 1000

1. ALL CONCRETE SHALL BE 20 MPa.

2. ALL CONCRETE BLOCKING TO BE POURED AGAINST UNDISTURBED TRENCH WALL.

3. POLYETHYLENE BOND BREAKER TO BE USED BETWEEN CONCRETE AND FITTINGS.

4. STEEL TIE ROD OR JOINT RESTRAINER GLANDS SHALL BE USED WHEN ANCHOR TEE IS NOT PRACTICAL.

5. THE STORZ COUPLING NOZZLE SHALL ALWAYS FACE THE CURB.

6. TRACER WIRE SHALL BE INSTALLED AT ALL HYDRANT LOCATIONS.

TRACER WIRE No 10 AWGSINGLE OR SEVENSTRAND, 60 mil OFBLACK WITH XLPEINSULATION

NIM

00

81

RESTRAINED

OFFSET AS PER CROSS SECTION

MAX.600

THRUST

BLOCK

DRAIN HOLE

CLASS 235 DR 18

THRUST

BLOCK

BOND

BREAKER

7. VALVE BOX IS 105 mm, REGULAR STYLE, SLIDE TYPE WITH 149 mm DIA COVER.

8. INSTALL ZINC ANODES ON METALLIC FITTINGS AS SPECIFIED.

150 mm PVC

150 mm GATE VALVE

BOND BREAKER

19 mm CLEAR STONE WATERMAIN

ANCHOR TEE OR ANCHOR TEE

WITH PIPE EXTENSION FOR

LONGER HYDRANT LEAD

10. PLACE TERRAFIX 270R FILTER FABRIC OR APPROVED EQUIVALENT OVER GRANULAR MATERIAL.

9. BEDDING AND COVER MATERIAL AS SPECIFIED.


STANDARD SERVICE CONNECTION - 1T-1105.02-1

NOTES:

WATERMAIN

PROPERTY

LINEDOMESTICFIRE

VALVES

SERVICE LINE

PROPOSED OR

EXISTING BUILDING

WATERMAIN LOCATION ON THE STREET IF THE LENGTH OF THE SERVICE CONNECTION IS LESS THAN 3.5 m.

2 m

1. FOR SERVICE CONNECTIONS 100 mm DIA OR LARGER, THE SERVICE LINE VALVE MAY BE LOCATED AT THE

2. ALL SERVICE LINE VALVES 100 mm AND LARGER WILL BE INSTALLED IN VALVE BOXES.

3. WATER METER SETBACK FROM PROPERTY LINE 30 m OR GREATER AS MEASURED ALONG

REV 3

THE ALIGNMENT OF THE WATER SERVICE PIPE WILL REQUIRE A METER CHAMBER.

NTS

MD

1 m (min)

DETECTOR

ASSEMBLY

WATER

METER

SHEET 1



STANDARD SERVICE CONNECTION - 2

WATERMAIN

LINE VALVE

NOTES:

PROPERTY

LINE

SERVICE

EXISTING BUILDING

PROPOSED OR

1. FOR SERVICE CONNECTIONS 100 mm DIA OR LARGER, THE SERVICE LINE VALVE MAY BE LOCATED AT THE

WATERMAIN LOCATION ON THE STREET IF THE LENGTH OF THE SERVICE CONNECTION IS LESS THAN 3.5 m.

2. ALL SERVICE LINE VALVES 100 mm AND LARGER WILL BE INSTALLED IN VALVE BOXES.

REV 3

3. WATER METER SETBACK FROM PROPERTY LINE 30 m OR GREATER AS MEASURED ALONG

THE ALIGNMENT OF THE WATER SERVICE PIPE WILL REQUIRE A METER CHAMBER.

T-1105.02-2

NTS

FIRE

HYDRANT

W/S

M

B

BACKFLOW

PREVENTION

DEVICEWATER METER

SHEET 1


Documents

TYPICAL CONTRACTION JOINT PLAN...CONCRETE SIDEWALK PLAN EXPANSION/CONTRACTION JOINT 50 VARIABLE All dimensions are in millimetres unless otherwise shown. FOR NEW SIDEWALK INSTALLATION