Post on 01-Jun-2020
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,
All dimensions are in millimetres unless otherwise shown.
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
3. t = THICKNESS OF SIDEWALK.
150 mm GRANULAR A BASE
SIDEWALK
CONCRETE150
150
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
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
All dimensions are in millimetres unless otherwise shown.
CONCRETE SIDEWALK
WITH RETAINING CURB
NOV 2014REV 1
NTS SHEET 1
t
CONCRETE SIDEWALK
2 % - 4 %
T-310.010-3
150 mm GRANULAR A BASE
150
150
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
THICKNESS SHALL BE 180 mm.
INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY WHERE
NOTES:
1. SIDEWALK THICKNESS 130 mm EXCEPT ACROSS COMMERCIAL,
3. JOINTS SHALL BE ACCORDING TO T-310.010-1.
2. t = THICKNESS OF SIDEWALK.
INDUSTRIAL AND HIGH DENSITY RESIDENTIAL DRIVEWAY
2. SIDEWALK THICKNESS 150 mm EXCEPT ACROSS COMMERCIAL,
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
All dimensions are in millimetres unless otherwise shown.
COMBINED CONCRETE CURB
AND SIDEWALK
NOV 2014REV 2
NTS SHEET 1
400
1. t = THICKNESS OF SIDEWALK.
1.7 m MIN
CONCRETE SIDEWALK
NOTES:
3. JOINTS SHALL BE ACCORDING TO T-310.010-1.
T-310.010-4
WHERE IT SHALL BE 180 mm.
150 mm GRANULAR A BASE
VAPOUR BARRIER
150
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
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
All dimensions are in millimetres unless otherwise shown.
JOINTS AT
SIDEWALK OPENINGS
NOV 2014
MAINTENANCE
HOLE
ISOLATION OF CATCH BASIN CHAMBERS, MAINTENANCE HOLES
REV 1
NTS SHEET 1
T-310.010-5
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
CONCRETE SIDEWALK
PLAN
EXPANSION/CONTRACTION
JOINT
50
VARIABLE
All dimensions are in millimetres unless otherwise shown.
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
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
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
All dimensions are in millimetres unless otherwise shown.
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.
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
NOV 2014
T-310.010-8
TYPE "A"
TYPE "B"
All dimensions are in millimetres unless otherwise shown.
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
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
AND ARTICULATED BUSESBUS STOP LANDING FOR STANDARD
4. JOINTS SHALL BE ACCORDING TO T-310.010-1.
SLOPE 2% - 4%
t
1.7 m MIN
150 mm GRANULAR A BASE
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
All dimensions are in millimetres unless otherwise shown.
APR 2015REV 0
NTS SHEET 1
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
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
All dimensions are in millimetres unless otherwise shown.
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
ACCORDING TO T-600.05-1
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
All dimensions are in millimetres unless otherwise shown.
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
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
INSTALLED AT ALL PEDESTRIAN CROSSINGS IN
CONJUNCTION WITH ALL ROAD AND SIDEWALK
CONSTRUCTION, RECONSTRUCTION AND RESURFACING
PROJECTS.
CONCRETE CURB AND GUTTER
ACCORDING TO T-600.05-1
CONCRETE SIDEWALK
TACTILE WALKING SURFACE
CONCRETE SIDEWALK
INDICATOR ACCORDING TO
T-310.030-10 AND T-310.030-11
CONCRETE SIDEWALK CONCRETE SIDEWALK
CONCRETE DROPPED CURB AND GUTTER
DETAIL ACCORDING TO T-310.030-10 AND
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
CONCRETE CURB TRANSITION
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
All dimensions are in millimetres unless otherwise shown.
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
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
ACCORDING TO T-600.05-1
CONCRETE CURB TRANSITION
TACTILE WALKING SURFACE
INDICATOR ACCORDING TO
T-310.030-10 AND T-310.030-11
VARIES, NOTE A
VA
RIE
S, N
OT
E A
TACTILE WALKING SURFACE
INDICATOR ACCORDING TO
T-310.030-10 AND T-310.030-11
CONCRETE CURB TRANSITION
CONCRETE CURB AND GUTTER
ACCORDING TO T-600.05-1
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
INSTALLED AT ALL PEDESTRIAN CROSSINGS IN
CONJUNCTION WITH ALL ROAD AND SIDEWALK
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
CONCRETE CURB AND GUTTER
ACCORDING TO T-600.05-1
1
.2
m
M
IN
1.2m
MIN
1.2m
MIN
1.2m
MIN
CONCRETE CURB TRANSITION
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
CONCRETE DROPPED CURB AND GUTTER
DETAIL ACCORDING TO T-310.030-10 AND
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
CONCRETE DROPPED CURB AND GUTTER
DETAIL ACCORDING TO T-310.030-10 AND
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
All dimensions are in millimetres unless otherwise shown.
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
200mm
FACE OF CURB
BACK OF CURB
EDGE OF PAVEMENT
610mm MIN
DROPPED CURB
12mm-15mm22mm-25mm 5mm±1
TACTILE WALKING SURFACE INDICATOR
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
TACTILE WALKING SURFACE INDICATOR
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
TACTILE WALKING SURFACE INDICATOR
T-310.030-10
AND CURB RAMP DETAIL
NTS SHEET 1
TACTILE WALKING SURFACE INDICATOR
T-310.030-11
AND DEPRESSED CURB DETAIL
All dimensions are in millimetres unless otherwise shown.
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
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
TACTILE WALKING SURFACE INDICATOR
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
TACTILE WALKING SURFACE
INDICATORS TO BE PLACED
AS CLOSE AS POSSIBLE TO
BACK OF CURB
2:1 BEVEL
1.7m
M
IN
All dimensions are in millimetres unless otherwise shown.
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)
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
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
All dimensions are in millimetres unless otherwise shown.
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.
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
All dimensions are in millimetres unless otherwise shown.
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.
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
All dimensions are in millimetres unless otherwise shown.
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
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
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
All dimensions are in millimetres unless otherwise shown.
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
100% MAXIMUM DRY DENSITY
GRANULAR BASE COMPACTED TO
MATCHING DEPTH OF EXISTING
50 mm CRUSHED AGGREGATE
MAY BE ALLOWED
100% MAXIMUM DRY DENSITY
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
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
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
All dimensions are in millimetres unless otherwise shown.
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,
ENGINEERING & CONSTRUCTION SERVICES STANDARD DRAWING
All dimensions are in millimetres unless otherwise shown.
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
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
All dimensions are in millimetres unless otherwise shown.
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
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
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.
All dimensions are in millimetres unless otherwise shown.
(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
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
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.
All dimensions are in millimetres unless otherwise shown.
NOTES:
REV 1
32 mm, 38 mm AND 50 mm DIAMETER SIZES
STANDARD WATER SERVICE CONNECTION DETAILS
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
NTS
All dimensions are in millimetres unless otherwise shown.
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
All dimensions are in millimetres unless otherwise shown.
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
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
STOP
CURB
PIPE
COPPER
19 mm Ø
19 mm Ø COPPER
MAIN STOP
BRONZE
SADDLE AND
APR 2014
APR 2013
NTS SHEET 1
All dimensions are in millimetres unless otherwise shown.
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
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
APR 2013
NTS SHEET 1
All dimensions are in millimetres unless otherwise shown.
T-1105.01
REV 1
NOTES:
MECHANICALLY RESTRAINED JOINTS
HYDRANT SET WITH
ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
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.
All dimensions are in millimetres unless otherwise shown.
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
APR 2013ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING
All dimensions are in millimetres unless otherwise shown.
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
APR 2013ENGINEERING AND CONSTRUCTION SERVICES STANDARD DRAWING