EXPANSION JOINT BITUMINOUS FIBRE TOOLED EDGES CONTRACTION JOINT CONCRETE SIDEWALK CURB PLAN EXPANSION JOINTS (TYP) EVERY 6 m ( T Y P ) JOINTS (TYP) CONTRACTION CURB PLAN EXPANSION JOINTS (TYP) CURB B OULE VA RD EXPANSION JOINTS (TYP) EVERY 6 m CONTRACTION JOINTS (TYP) JOINTS (TYP) EXPANSION ( T Y P ) TOOLED EDGES BOULEVARD CURB EXPANSION JOINTS (TYP) 5 12 2 m 2 m All dimensions are in millimetres unless otherwise shown. LOCATION AND DETAIL OF JOINTS FOR SIDEWALK NOV 2014 REV 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
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TYPICAL CONTRACTION JOINT PLAN...CONCRETE SIDEWALK PLAN EXPANSION/CONTRACTION JOINT 50 VARIABLE All dimensions are in millimetres unless otherwise shown. FOR NEW SIDEWALK INSTALLATION
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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,*