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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
1350 mm Conc. Storm Sewer
375 mm Conc. Storm Sewer
150 mm Watermain
Bell Canada Burried Cable
Bell Canada Burried Cable
Bell Canada Burried CableBell Canada Burried Cable
Bell Canada Burried Cable
Bell Canada Conduit
Bell Canada Conduit
Bell Canada Burried Cable
Bell Canada Burried Cable
50 mm Gas Main
30 mm Gas Main
30 mm Gas Main
50 mm Gas Main
Rogers Cable Conduit
Rogers Cable Conduit
150 mm Watermain
Storm Sewer
1350 mm Conc.
Rogers Cable Conduit
Rogers Cable Conduit
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
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
Transportation Infrastructure
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
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
Rogers Cable Conduit
Bell Canada Conduit
500 mm Watermain Aband'd
600 mm RCP Storm Sewer
1100 mm x 1650 mm E.S.B.R. Comb. Sewer
Rogers Cable Conduit
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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
FRANK CLARIZIO, P.ENG.
EASTING NORTHING ELEVATION
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
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
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
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_RD.dgn
SURVEY(2017)
1 06.13.2018 ISSUED FOR TENDER J.B.
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
CONTRACT No. 18ECS-TI-103LR
HORIZONTAL 1:200 VERTICAL 1:100
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"
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"
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 ----------------------------------------------------------
NEW SIDEWALK TO BE CONSTRUCTED ----------------------------------------------------------------------------------------------
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
CENTRELINE OF CONSTRUCTION
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
900 mm RCP Storm 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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
FRANK CLARIZIO, P.ENG.
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
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS Local Roads
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
LO WHIGH
STATION
GEODETIC DATUMGEODETIC DATUM
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
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_RD.dgn
SURVEY(2017)
1 06.13.2018 ISSUED FOR TENDER J.B.
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
SIDEWALK RECONSTRUCTION
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
CONTRACT No. 18ECS-TI-103LR
HORIZONTAL 1:200 VERTICAL 1:100
STREET LINE
WEST
PAVEMENT TO BE RECONSTRUCTED ------------------------------------------------------------------------------------------------
(131.073 G)
ON DRAWING as
oror
LEGEND:
EXISTING ELEVATIONS --------------------------------------------------------
100+00
PROPOSED CURB/GUTTER ELEVATIONS --------------------------------------------------------------------------- EAST SIDE -----------------
orPROPOSED SPOT ELEVATIONS ------------------------------------------------------------------------------
WEST SIDE ----------------
BO
ULE
VA
RD
TA
RR
AG
ON
A
11 OF 31
COMMERCIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED --------------------------------------------------------------
SIDEWALK TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------
SUPPLY AND INSTALL TOPSOIL AND SOD -------------------------------------------------------------------------------------------
CAST IRON TACTILE WALKING SURFACE INDICATORS TO BE INSTALLED ---------------------------------------------
TREE PROTECTION FENCING ------------------------------------------------------------------------------------------------------------
PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS ----------------------------------------------------------
NEW SIDEWALK TO BE CONSTRUCTED ----------------------------------------------------------------------------------------------
NEW BICYCLE PROOF CATCH BASIN FRAME AND COVER TO BE INSTALLED -----------------------------------------
LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"
SURVEY DATA UPDATED "MARCH 14, 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
UTILITIES THE WALL THICKNESS MAY NOT BE INDICATED.PROFILES TYPICALLY SHOW THE INSIDE DIAMETER OF PIPES. FOR CLEARANCES BETWEEN
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"
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
CENTRELINE OF CONSTRUCTION
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
CENTRE LINE ALIGNMENT
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
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
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
ON DWG. No. 18ECS-TI-103LR_G2 (TYP.)ALL CB'S IN THE PROJECT AREA PER DETAIL 'A'PROVIDE SEDIMENT CONTROL TRAPS FOR
(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
(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
(OR EQUIVALENT)VAPOUR BARRIER
POLYETHYLENEµm THICK100
2-4%
(OR EQUIVALENT)VAPOUR BARRIER
POLYETHYLENEµm THICK100
3:1 MAX.AS REQUIRED
DIMENSIONSSEE PLAN FORWIDTH VARIES
MATCH EXISTING GROUND
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
AS REQUIRED WIDTH VARIES
GROUNDMATCH EXISTING
REQUIRED TO MATCH EXISTINGOR TOP SOIL AND SOD ASRESTORE EXISTING DRIVEWAY
2-4%
AS REQUIRED WIDTH VARIES
AS REQUIRED
3:1 MAX.
TO MATCH EXISTINGREQUIREDAND SOD AS
OR TOP SOILDRIVEWAY RESTORE EXISTING
MATCH EXISTING GROUND
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
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
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
900 mm RCP Storm Sewer
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
900 mm RCP Storm Sewer
150 mm Watermain
450 mm VP Storm Sewer
T.H.E.S. Conduit
Bell Canada Buried Cable
Bell Canada Buried Cable
Bell Canada Conduit
Bell Canada Buried Cable
Bell Canada Conduit
300 mm Watermain 300 mm Watermain
150 mm Watermain Aband'd
300 mm VP San. Sewer Aband'd
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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
FRANK CLARIZIO, P.ENG.
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
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS Local Roads
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
STATION
GEODETIC DATUMGEODETIC DATUM
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
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_RD.dgn
SURVEY(2017)
1 06.13.2018 ISSUED FOR TENDER J.B.
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
GUNNS ROADFROM 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
110.00m
HORIZONTAL 1:200 VERTICAL 1:100
CONTRACT No. 18ECS-TI-103LR
RO
AD
GLE
N S
CA
RLE
TT
RO
AD
GLE
N S
CA
RLE
TT
PAVEMENT TO BE RECONSTRUCTED -------------------------------------------------------------------------------------------------
(131.073 G)
ON DRAWING as
ororEXISTING ELEVATIONS --------------------------------------------------------
100+00
PROPOSED CURB/GUTTER ELEVATIONS --------------------------------------------------------------------------- NORTH SIDE -----------------
SOUTH SIDE ----------------
LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"
SURVEY DATA UPDATED "MARCH 14, 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"
12 OF 31
COMMERCIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED --------------------------------------------------------------
SIDEWALK TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------
SUPPLY AND INSTALL TOPSOIL AND SOD -------------------------------------------------------------------------------------------
CAST IRON TACTILE WALKING SURFACE INDICATORS TO BE INSTALLED ---------------------------------------------
TREE PROTECTION FENCING ------------------------------------------------------------------------------------------------------------
SILT FENCE AS PER STANDARD T-219.130-1 ---------------------------------------------------------------------------------------
PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS ----------------------------------------------------------
NEW SIDEWALK TO BE CONSTRUCTED ----------------------------------------------------------------------------------------------
NEW BICYCLE PROOF CATCH BASIN FRAME AND COVER TO BE INSTALLED -----------------------------------------
JULY, 2018
2
2
2
2
2
CENTRELINE OF CONSTRUCTION
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
SEE TYPICAL CROSS SECTION 'B'CONSTRUCT CONCRETE SIDEWALK
TO REMAIN (TYP.)EXISTING SIDEWALK
(TYP.)GUTTER TO REMAINEXISTING CURB AND
SEE TYPICAL CROSS SECTION 'C'CONSTRUCT CONCRETE SIDEWALK
MATCH EXISTING (TYP.)RECONSTRUCTIONLIMIT OF SIDEWALK
ON DWG. No. 18ECS-TI-103LR_G2 (TYP.)ALL CB'S IN THE PROJECT AREA PER DETAIL 'A'PROVIDE SEDIMENT CONTROL TRAPS FOR
(TYP.)RESTORATION LIMITSPROP. TOP SOIL AND SOD
CENTRE LINE ALIGNMENT
Curve Data Centreline Station Northing Easting
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
(TYP.)ACROSS DRIVEWAY ENTRANCEMATCH EXISTING GRADES
DRIVEWAY (TYP.)EXISTING ASPHALT
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
MATCH EXISTING GRADES
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
MATCH EXISTING GROUND
2-4%
(OR EQUIVALENT)VAPOUR BARRIER
POLYETHYLENEµm THICK100
3:1 MAX.AS REQUIRED
DIMENSIONSSEE PLAN FORWIDTH VARIES
MATCH EXISTING GROUND
GUTTER TO REMAIN
EXISTING CURB AND
NOT TO SCALE
150 mm GRANULAR 'A'
WIDTH VARIES SEE PLAN
AS PER T-310.010-2 (SEE NOTE 2)130 mm CONCRETE SIDEWALK
AS REQUIRED WIDTH VARIES
TO MATCH EXISTINGAND SOD AS REQUIRED
DRIVEWAY OR TOP SOILRESTORE EXISTING
TO MATCH EXISTINGAND SOD AS REQUIRED
DRIVEWAY OR TOP SOILRESTORE EXISTING
0.3 m
FULL DEPTHSAW-CUT PAVEMENT
150 mm GRANULAR 'A'
AS DIRECTEDDROP CURB
NOT TO SCALE
(OR EQUIVALENT)VAPOUR BARRIER
POLYETHYLENEµm THICK100
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
(MATCH EXISTING DEPTH)SP 19.0 ASPHALT40 mm SP 12.5 ASPHALT
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 WIDTH VARIES
AS REQUIRED
3:1 MAX.
TO MATCH EXISTINGREQUIREDAND SOD AS
OR TOP SOILDRIVEWAY RESTORE EXISTING
MATCH EXISTING GROUND
(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 'B'
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.)
WEST CURB LINEMATERIALS, ETC. WEST OF THESTOCKPILE/STORE EQUIPMENT,CONTRACTOR SHALL NOT
REGULATED AREASAND MUST BE OUTSIDE OF TRCAGUNNS ROAD PROJECT AREATAKE PLACE OFF SITE OF THEALL CONCRETE WASHOUTS SHALL
26 of 32
THE STOCKYARDS
750 mm CSP Storm Sewer
1500 mm CSP Storm Culvert
300 mm RCP Storm Sewer
T.H.E.S. Conduit
T.H.E.S. Conduit
900 mm RCP Storm Sewer
760 mm Gas Main
300 mm Watermain
300 mm Watermain
300 mm Watermain
300 mm VP San. Sewer Aband'd
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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
FRANK CLARIZIO, P.ENG.
EASTING NORTHING ELEVATION
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
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
STATION
GEODETIC DATUMGEODETIC DATUM
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
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_MAP.dgn
18-02460_RD.dgn
SURVEY(2017)
1 06.13.2018 ISSUED FOR TENDER J.B.
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
GUNNS ROADFROM 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
HORIZONTAL 1:200 VERTICAL 1:100
CONTRACT No. 18ECS-TI-103LR
PAVEMENT TO BE RECONSTRUCTED -------------------------------------------------------------------------------------------------
LEGEND:
LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"
SURVEY DATA UPDATED "MARCH 14, 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"
VIL
LA
GE E
NT
RA
NC
E
ST
OC
K Y
AR
DS
13 OF 31
COMMERCIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED --------------------------------------------------------------
SUPPLY AND INSTALL TOPSOIL AND SOD -------------------------------------------------------------------------------------------
TREE PROTECTION FENCING ------------------------------------------------------------------------------------------------------------
SIDEWALK TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------
SILT FENCE AS PER STANDARD T-219.130-1 ---------------------------------------------------------------------------------------
PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS ----------------------------------------------------------
NEW SIDEWALK TO BE CONSTRUCTED ----------------------------------------------------------------------------------------------
CAST IRON TACTILE WALKING SURFACE INDICATORS TO BE INSTALLED ---------------------------------------------
NEW BICYCLE PROOF CATCH BASIN FRAME AND COVER TO BE INSTALLED -----------------------------------------
JULY, 2018
2
2
2
2
CENTRELINE OF CONSTRUCTION
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
CENTRE LINE ALIGNMENT
Curve Data Centreline Station Northing Easting
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
(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
AS PER T-219.130-1PROP. SILT CONTROL FENCE
CENTRE LINE ALIGNMENT
Curve Data Centreline Station Northing Easting
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
SEE TYPICAL CROSS SECTION 'B'CONSTRUCT CONCRETE SIDEWALK
(TYP.)ACROSS DRIVEWAY ENTRANCEMATCH EXISTING GRADES
SEE TYPICAL CROSS SECTION 'B'CONSTRUCT CONCRETE SIDEWALK
TO REMAIN (TYP.)EXISTING SIDEWALK
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
(TYP.)RESTORATION LIMITSPROP. TOP SOIL AND SOD
DRIVEWAY (TYP.)EXISTING ASPHALT
REMOVE AND REPLACE
AT CENTRELINE
EXISTING GROUND
MATCH EXISTING GROUND
2-4%
(OR EQUIVALENT)VAPOUR BARRIER
POLYETHYLENEµm THICK100
3:1 MAX.AS REQUIRED
DIMENSIONSSEE PLAN FORWIDTH VARIES
MATCH EXISTING GROUND
GUTTER TO REMAIN
EXISTING CURB AND
NOT TO SCALE
150 mm GRANULAR 'A'
WIDTH VARIES SEE PLAN
AS PER T-310.010-2 (SEE NOTE 2)130 mm CONCRETE SIDEWALK
AS REQUIRED WIDTH VARIES
TO MATCH EXISTINGAND SOD AS REQUIRED
DRIVEWAY OR TOP SOILRESTORE EXISTING
TO MATCH EXISTINGAND SOD AS REQUIRED
DRIVEWAY OR TOP SOILRESTORE EXISTING
NOTES:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
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
TYPICAL CROSS SECTION 'B'
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
REGULATED AREASAND MUST BE OUTSIDE OF TRCAGUNNS ROAD PROJECT AREATAKE PLACE OFF SITE OF THEALL CONCRETE WASHOUTS SHALL
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
300 mm PVC Watermain
300 mm CI Watermain Aband'd
300 mm CI Watermain Aband'd
300 mm PVC Watermain
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
Bell Canada Burried Cable
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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
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
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS Local Roads
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
STATION
GEODETIC DATUMGEODETIC DATUM
STATION
EXISTING CENTRELINE
ELEVATION
EXISTING CENTRELINE
ELEVATION
CA
LE
DO
NIA R
D
18-0
2461-0
01
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
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
SIDEWALK CONSTRUCTION
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
CONTRACT No. 18ECS-TI-103LR
HORIZONTAL 1:200 VERTICAL 1:100
180.00 m 180.00 m
PAVEMENT TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------
PROPOSED SPOT ELEVATIONS -----------------------------------------------------------------------------------------------------------
(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 --------------------------------------------------------------------------------------------
PROPOSED CONCRETE SIDEWALK -----------------------------------------------------------------------------------------------------
LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"
SURVEY DATA UPDATED "APRIL 4, 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"
FROM 110 m NORTH OF CASTLEFIELD AVENUE TO 205 m NORTH OF CASTLEFIELD AVENUE
WEST STREET LINE
5 OF 31
PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS ------------------------------------------------------------
JULY, 2018
COMMERCIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED ----------------------------------------------------------------
TREE PROTECTION FENCING --------------------------------------------------------------------------------------------------------------
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
CENTRELINE OF CONSTRUCTION
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
(TYP.)RESTORATION LIMITSPROP. TOP SOIL AND SOD
CONNECT TO EXISTING HYDRANT VALVERESTRAIN ALL JOINTS150 mm PVC DR 18 HYDRANT LEADREPLACE WITH NEW HYDRANT ANDREMOVE EXISTING HYDRANT AND LEAD
(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
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:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.
150 mm GRANULAR 'A'
NOT TO SCALE
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
1.5 m
MATCH EXISTING GROUND
3:1 MAX.
AS REQUIRED
TO MATCH EXISTINGREQUIREDAND SOD AS
OR TOP SOILDRIVEWAY RESTORE EXISTING
AS REQUIRED WIDTH VARIES
2-4%
VAPOUR BARRIER (OR EQUIVALENT)µm THICK POLYETHYLENE100
300 mm
BASE OF CURBMATCH EXISTING
TO REMAINAND GUTTEREXISTING CURB
TOP OF CURBMATCH EXISTING
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
300 mm C.I. Watermain
Sewer
375 mm Conc. Stm.
Bell Canada Conduit
Bell Canada Burried Cable
Bell Canada Conduit
Bell Canada Burried Cable
Bell Canada Burried Cable
Bell Canada Burried Cable
Bell Canada Conduit
Bell Canada Conduit
Ontario Hydro Primary Line
Ontario Hydro Primary Line
Ontario Hydro Secondary Line
Ontario Hydro Secondary Line
Ontario Hydro Primary Line
Secondary Line
Ontario Hydro
Secondary Line
Ontario Hydro
Secondary Line
Ontario Hydro
Ontario Hydro Secondary Line
30 mm Gas Main
30 mm Gas Main
Rogers Cable Conduit
Rogers Cable Conduit
Ontario Hydro Primary Line
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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
FRANK CLARIZIO, P.ENG.
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
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
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
STATION
GEODETIC DATUMGEODETIC DATUM
STATION
EXISTING CENTRELINE
ELEVATION
EXISTING CENTRELINE
ELEVATION
ELLERSLIE AVE
18-02462-001
NOT TO SCALERELATED DRAWINGS:
K
E
Y
P
L
A
N
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
18-02462_MAP.dgnSTREETLINE
18-02462_MAP.dgn
18-02462_MAP.dgn
18-02462_MAP.dgn
MAPPING
UTILITY
DESIGN 18-02462_RD.dgn
Engineering & Construction Services
SURVEY(2017)
1 06.13.2018 ISSUED FOR TENDER J.B.
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
SIDEWALK CONSTRUCTION
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
CONTRACT No. 18ECS-TI-103LR
HORIZONTAL 1:200 VERTICAL 1:100
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:
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 --------------------------------------------------------------------------------------------
PROPOSED CONCRETE SIDEWALK -----------------------------------------------------------------------------------------------------
SOUTH STREET LINE
NORTH STREET LINE
SOUTH STREET LINE
NORTH STREET LINE
TREE PROTECTION FENCING --------------------------------------------------------------------------------------------------------------
7 OF 31
PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS ------------------------------------------------------------
NEW BICYCLE PROOF CATCH BASIN FRAME AND COVER TO BE INSTALLED ------------------------------------------
RO
AD
SE
NL
AC
JULY, 2018
RESIDENTIAL ASPHALT DRIVEWAY TO BE RECONSTRUCTED ----------------------------------------------------------------
LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"
SURVEY DATA UPDATED "APRIL 25, 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"
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
(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
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
TO REMAIN (TYP.)EXISTING CURB
DRIVEWAY ENTRANCE (TYP.)OVER (MIN.) 0.6 m LENGTH ATCURB TO TRANSITION DROP CURBRECONSTRUCT EXISTING CONCRETE
DETAILSEE CURB RECONSTRUCTIONEXISTING CONCRETE CURBREMOVE AND REPLACE
ENTRANCES (TYP.)ACROSS DRIVEWAYMATCH EXISTING GRADES
AT CENTRELINE
EXISTING GROUND
2-4%
150 mm GRANULAR 'A'
NOTES:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.
NOT TO SCALE
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
AS REQUIRED
3:1 MAX.
TO MATCH EXISTINGREQUIREDAND SOD AS
OR TOP SOILDRIVEWAY RESTORE EXISTING
MATCH EXISTING GROUND
AS REQUIRED WIDTH VARIES
VAPOUR BARRIER (OR EQUIVALENT)POLYETHYLENE100 µm THICK
300 mm
BASE OF CURBMATCH EXISTING
TO REMAINAND GUTTEREXISTING CURB
TOP OF CURBMATCH EXISTING
1.8 m
0.3 m
2-4%
AS DIRECTEDDROP CURB
FULL DEPTHSAW-CUT PAVEMENT
(MATCH EXISTING DEPTH)SP 19.0 ASPHALT40 mm SP 12.5 ASPHALT
ROAD BASE (FULL DEPTH)PAVEMENT AND GRANULARREMOVE EXISTING ASPHALT
OF GRANULAR ROADBASEMATCH EXISTING DEPTH
TO REMAINEXISTING ROADBASE
150 mm GRANULAR 'A'
NOTES:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.
NOT TO SCALE
AS PER DRAWING T-600.11-1
EXISTING CONCRETE CURB
REMOVE AND REPLACE
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
VAPOUR BARRIER (OR EQUIVALENT)POLYETHYLENE100 µm THICK
N 4 847 450
E 3
10 7
50
N 4 847 400
E 3
10 7
00
(131.0
73 G)
100+00
TYPICAL CROSS SECTION
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.
2700 mm Conc. Stm. Sewer
150 mm C.I. Watermain1200 mm R.C. Stm. Sewer
150 mm C.I. Watermain
375 mm R.C. Stm. Sewer
375 mm R.C. Stm. Sewer
250 mm R.C. Stm. Sewer
150 mm C.I. Watermain
150 mm C.I. Watermain
T.H.E.S. Conduit
450 mm UNK. Stm. Sewer
T.H.E.S. Conduit
150 mm C.I. Watermain
450 mm Conc. Stm. Sewer
2700 mm Conc. Stm. Sewer
Bell Canada Burried Cable
Bell Canada Burried Cable
Bell Canada Conduit
Bell Canada Conduit
Bell Canada Burried Cable
Bell Canada Conduit
Bell Canada Burried Cable
Bell Canada Burried Cable
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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
FRANK CLARIZIO, P.ENG.
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS Local Roads
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
LO W
STATION
GEODETIC DATUMGEODETIC DATUM
STATION
EXISTING CENTRELINE
ELEVATION
EXISTING CENTRELINE
ELEVATION
HOLCOLM RD
NOT TO SCALERELATED DRAWINGS:
K
E
Y
P
L
A
N
18-02463-001
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
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
Engineering & Construction Services
1 06.13.2018 ISSUED FOR TENDER J.B.
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
SIDEWALK CONSTRUCTION
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
HORIZONTAL 1:200 VERTICAL 1:100
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
PAVEMENT TO BE RECONSTRUCTED -------------------------------------------------------------------------------------------------
(131.073 G)
ON DRAWING as
oror
LEGEND:
EXISTING ELEVATIONS --------------------------------------------------------
100+00
PROPOSED CURB/GUTTER ELEVATIONS --------------------------------------------------------------------------- NORTH SIDE -----------------
SOUTH SIDE ----------------
orPROPOSED SPOT ELEVATIONS ------------------------------------------------------------------------------
LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"
SURVEY DATA UPDATED "MAY 3, 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"
SUPPLY AND INSTALL TOPSOIL AND SOD -------------------------------------------------------------------------------------------
CAST IRON TACTILE WALKING SURFACE INDICATORS TO BE INSTALLED ---------------------------------------------
TREE PROTECTION FENCING ------------------------------------------------------------------------------------------------------------
15 OF 31
PROPOSED DROP CURB AT VEHICLE AND PEDESTRIAN RAMPS ----------------------------------------------------------
NEW SIDEWALK TO BE CONSTRUCTED ----------------------------------------------------------------------------------------------
NEW BICYCLE PROOF CATCH BASIN FRAME AND COVER TO BE INSTALLED -----------------------------------------
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
CENTRELINE OF CONSTRUCTION
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
(TYP.)RESTORATION LIMITSPROP. TOP SOIL AND SOD
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
ENTRANCES (TYP.)ACROSS DRIVEWAYMATCH EXISTING GRADES
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
SEE PLAN FOR ELEVATIONS
[181.0
26]
EX. C
B
BC
0.3 m
2-4%
1.8 m
AS DIRECTEDDROP CURB
FULL DEPTHSAW-CUT PAVEMENT
(MATCH EXISTING DEPTH)SP 19.0 ASPHALT40 mm SP 12.5 ASPHALT
ROAD BASE (FULL DEPTH)PAVEMENT AND GRANULARREMOVE EXISTING ASPHALT
OF GRANULAR ROADBASEMATCH EXISTING DEPTH
TO REMAINEXISTING ROADBASE
150 mm GRANULAR 'A'
NOTES:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.
NOT TO SCALE
AS PER DRAWING T-600.11-1
EXISTING CONCRETE CURB
REMOVE AND REPLACE
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
AS REQUIRED WIDTH VARIES
3:1 MAX.
MATCH EXISTING GROUND
AS REQUIRED
TO MATCH EXISTINGREQUIREDAND SOD AS
OR TOP SOILDRIVEWAY RESTORE EXISTING
VAPOUR BARRIER (OR EQUIVALENT)POLYETHYLENE100 µm THICK
100+00
.
(131.0
73 G)
N 4 848 200
E 3
10 9
50
N 4 848 150
E 3
10 9
50
TYPICAL CROSS SECTION
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
1350 mm Conc. Storm Sewer
1200 mm Conc. Storm Sewer
150 mm Watermain
525 mm Conc. Storm Sewer
Watermain
150 mm
150 mm Watermain
Watermain
150 mm
150 mm Watermain
Bell Canada Burried Cable
Bell Canada Burried Cable
Bell Canada Burried Cable
Cable
Bell Canada Burried
Bell Canada Buried Cable
Rogers Cable Conduit
Rogers Cable Conduit
Rogers Cable Conduit
Rogers Cable Conduit
Rogers Cable Conduit
50 mm Gas Main
100 mm Gas Main
Rogers Cable Conduit
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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
FRANK CLARIZIO, P.ENG.
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
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
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
EXISTING GROUND ELEVATION
STATION STATION
GEODETIC DATUMGEODETIC DATUM
STATION
EXISTING CENTRELINE
ELEVATION
EXISTING CENTRELINE
ELEVATION
TE
DD
ER S
T
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
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
1 06.13.2018 ISSUED FOR TENDER J.B.
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
SIDEWALK CONSTRUCTION
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CONTRACT No. 18ECS-TI-103LR
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
HORIZONTAL 1:200 VERTICAL 1:100
HA
RDIN
G A
VE
NU
E
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 ----------------------------------------------
orPROPOSED SPOT ELEVATIONS ------------------------------------------------------------------------------
LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"
SURVEY DATA UPDATED "MARCH 16, 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"
UNIT PAVERS TO BE REINSTATED ------------------------------------------------------------------------------------------------------
PA
MIL
LE P
LA
CE
TREE PROTECTION FENCING --------------------------------------------------------------------------------------------------------------
SUPPLY AND INSTALL TOPSOIL AND SOD -------------------------------------------------------------------------------------------
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 -----------------------------------------------------------
NEW SIDEWALK TO BE CONSTRUCTED ----------------------------------------------------------------------------------------------
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
CENTRELINE OF CONSTRUCTION
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
CONSTRUCTION (TYP.)LIMIT OF SIDEWALK
PLATES (TYP.)DETECTABLE WARNINGINSTALL CAST IRON
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
DRIVEWAY (TYP.)EXISTING ASPHALT
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
CONSTRUCTIONEXISTING FENCE DURINGMAINTAIN AND SUPPORT
(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
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
TO REMAIN (TYP.)EXISTING CURB
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
MATCH EXISTING GRADES
AT CENTRELINE
EXISTING GROUND
2-4%
150 mm GRANULAR 'A'
NOTES:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.
NOT TO SCALE
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
AS REQUIRED
3:1 MAX.
TO MATCH EXISTINGREQUIREDAND SOD AS
OR TOP SOILDRIVEWAY RESTORE EXISTING
MATCH EXISTING GROUND
AS REQUIRED WIDTH VARIES
VAPOUR BARRIER (OR EQUIVALENT)POLYETHYLENE100 µm THICK
300 mm
BASE OF CURBMATCH EXISTING
TO REMAINAND GUTTEREXISTING CURB
TOP OF CURBMATCH EXISTING
WIDTH VARIES SEE PLAN
0.3 m
2-4%
AS DIRECTEDDROP CURB
FULL DEPTHSAW-CUT PAVEMENT
(MATCH EXISTING DEPTH)SP 19.0 ASPHALT40 mm SP 12.5 ASPHALT
ROAD BASE (FULL DEPTH)PAVEMENT AND GRANULARREMOVE EXISTING ASPHALT
OF GRANULAR ROADBASEMATCH EXISTING DEPTH
TO REMAINEXISTING ROADBASE
150 mm GRANULAR 'A'
NOTES:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.
NOT TO SCALE
AS PER DRAWING T-600.11-1
EXISTING CONCRETE CURB
REMOVE AND REPLACE
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
VAPOUR BARRIER (OR EQUIVALENT)POLYETHYLENE100 µm THICK
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
525 mm Conc. Storm Sewer
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.
Bell Canada Burried Cable
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
EASTING NORTHING ELEVATION
B.M. STATION
H.C.M. STATION
HORIZONTAL \ VERTICAL CONTROL MONUMENTS
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
Construction Services
Engineering &
EXECUTIVE DIRECTOR
MICHAEL D'ANDREA, P.ENG
Transportation Infrastructure
Director, Design & Construction
FRANK CLARIZIO, P.ENG.
Local Roads
Transportation Infrastructure
Manager, Design & Construction
LUIS DE JESUS, P.ENG.
EXISTING GROUND ELEVATION
STATION
LO W
STATION
GEODETIC DATUMGEODETIC DATUM
STATION
EXISTING CENTRELINE
ELEVATION
EXISTING CENTRELINE
ELEVATION
TE
DD
ER S
T
DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION
STREETLINE
MAPPING
UTILITY
DESIGN
Engineering & Construction Services
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
1 06.13.2018 ISSUED FOR TENDER J.B.
2 07.17.2018 ADDENDUM #2 J.B.
5 37'41.61"
DESIGN
NUMBER
DRAWINGSCALE SHEET
CONTRACT No.DRAWN CHECKED
DATE
CONTRACT No. 18ECS-TI-103LR
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
HORIZONTAL 1:200 VERTICAL 1:100
18-02466-002
J.B.A.K.S.B.P.Q.
FROM THURODALE AVENUE TO HARDING AVENUE
TEDDER STREET
SIDEWALK CONSTRUCTION
AV
EN
UE
TH
UR
OD
ALE
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 ----------------------------------------------
orPROPOSED SPOT ELEVATIONS ------------------------------------------------------------------------------
UNIT PAVERS TO BE REINSTATED ------------------------------------------------------------------------------------------------------
PL
AC
E
PA
MIL
LE
LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"
SURVEY DATA UPDATED "MARCH 16, 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 -------------------------------------------------------------------------------------------------------------
SUPPLY AND INSTALL TOPSOIL AND SOD -------------------------------------------------------------------------------------------
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 -----------------------------------------------------------
NEW SIDEWALK TO BE CONSTRUCTED ----------------------------------------------------------------------------------------------
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
CENTRELINE OF CONSTRUCTION
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
CENTRE LINE ALIGNMENT
Curve Data Centreline Station Northing Easting
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
CONSTRUCTION (TYP.)LIMIT OF SIDEWALK
CONSTRUCTION (TYP.)LIMIT OF SIDEWALK
PLATES (TYP.)DETECTABLE WARNINGINSTALL CAST IRON
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
(TYP.)RESTORATION LIMITSPROP. TOP SOIL AND SOD
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 DURINGMAINTAIN AND SUPPORT
CONSTRUCTIONEXISTING FENCE DURING
MAINTAIN AND SUPPORT
1.5
0 m
CONSTRUCTIONEXISTING FENCE DURINGMAINTAIN AND SUPPORT
0.3
0 m
EXISTING CURB TO REMAIN (TYP.)
SEE CURB RECONSTRUCTION DETAILEXISTING CONCRETE CURB (TYP.)
REMOVE AND REPLACE
ENTRANCES (TYP.)DRIVEWAYACROSS
MATCH EXISTING GRADES
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:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.
NOT TO SCALE
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
AS REQUIRED
3:1 MAX.
TO MATCH EXISTINGREQUIREDAND SOD AS
OR TOP SOILDRIVEWAY RESTORE EXISTING
MATCH EXISTING GROUND
AS REQUIRED WIDTH VARIES
VAPOUR BARRIER (OR EQUIVALENT)POLYETHYLENE100 µm THICK
300 mm
BASE OF CURBMATCH EXISTING
TO REMAINAND GUTTEREXISTING CURB
TOP OF CURBMATCH EXISTING
WIDTH VARIES SEE PLAN
0.3 m
2-4%
AS DIRECTEDDROP CURB
FULL DEPTHSAW-CUT PAVEMENT
(MATCH EXISTING DEPTH)SP 19.0 ASPHALT40 mm SP 12.5 ASPHALT
ROAD BASE (FULL DEPTH)PAVEMENT AND GRANULARREMOVE EXISTING ASPHALT
OF GRANULAR ROADBASEMATCH EXISTING DEPTH
TO REMAINEXISTING ROADBASE
150 mm GRANULAR 'A'
NOTES:
APARTMENT AND LANEWAY ENTRANCES.
2. PROVIDE 180 mm CONCRETE DEPTH FOR COMMERCIAL,
ALL CONCRETE SHALL BE 32MPa @ 7% +/- 1.5% AIR.1.
NOT TO SCALE
AS PER DRAWING T-600.11-1
EXISTING CONCRETE CURB
REMOVE AND REPLACE
(SEE NOTE 2)AS PER DRAWING T-310.010-2
150 mm CONCRETE SIDEWALK
VAPOUR BARRIER (OR EQUIVALENT)POLYETHYLENE100 µm THICK
N 4 8
39 9
50
E 304 700
100+00
.
(131.0
73 G)
N 4 8
40 0
00
E 304 700
TYPICAL CROSS SECTION
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
[ ]
. 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
[125.9
02 cc]
[125.7
87 G]
[125.903 cc]
[125.773 G]
[125.794 cc]
[125.661 G]
[125.883 cc]
[125.726 G]
[125.78
1 cc]
[125.672 G]
18-0
2466-0
01
SE
E D
RA
WIN
G
OV
ER
LA
P LIN
E
18-2
459-0
01
SE
E D
RA
WIN
G
OV
ER
LA
P LIN
E
(TY
P.)
4.50 m
4.97 m
3.09 m
4.10 m
4.80 m
32 of 32