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 Cable Bell 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. L O W STATION GEODETIC DATUM STATION EXISTING CENTRELINE ELEVATION EXISTING CENTRELINE ELEVATION GEODETIC DATUM AVE THURODALE NOT TO SCALE K E Y P L A N 18-02459-003 R E L A T E D D R A W I N G S : 18 - 024 5 9 - 0 0 2 18-02459-002 DATE INITIAL REVISIONS No. SIGNED DIGITAL 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.dgn SURVEY(2017) 1 06.13.2018 ISSUED FOR TENDER J.B. 2 07.17.2018 ADDENDUM #2 J.B. 8 . 55 m 8 . 47 m THURODALE AVENUE E. S . L . W . S . L . W . S . L . E. S . L . M A T CH L I NE S EE DRA W I NG 18 - 02459 - 002 CHI S W I CK AV E NUE CHI S W I CK AV E NUE NORTH STREET LINE SOUTH STREET LINE SOUTH STREET LINE NORTH STREET LINE SOUTH STREET LINE NORTH STREET LINE NORTH STREET LINE SOUTH STREET LINE SIDEWALK CONSTRUCTION A.K.S. B.P.Q. J.B. 18-02459-003 THURODALE AVENUE FROM BROOKHAVEN DRIVE TO MARTINI DRIVE DESIGN NUMBER DRAWING SCALE 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 AVENUE CHI S W I CK SIDEWALK TO BE RECONSTRUCTED ------------------------------------------------------------------------------------------------- PAVEMENT TO BE RECONSTRUCTED ------------------------------------------------------------------------------------------------ ( 1 31 . 0 7 3 G ) O ND R A W I NGa s or or 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 -------------------------------------------------------------------------------------------- or PROPOSED 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" S U R V E Y DA T A U P D A TE D " M A R C H2 4 , 2 017 " , " N O V E M B E R 11 , 2 017 " 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 INDICATED PROFILES 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 . 50 m 2 . 50 m P.O.T.2 2 . 50 m 1 . 50 m 4 . 18 m 2 . 40 m 1 . 80 m 1 . 80 m 4 . 30 m 30 m R = 4.4 m R = 6.0 m R = 5.0 m 1 . 80 m SEE TYPICAL CROSS SECTION 'D' CONSTRUCT CONCRETE SIDEWALK C E N T R EL I N E O F C O N S T R U C T I ON Sta 256+10.000 E 305097.052 N 4840108.356 P.O.T.2 254 + 40 254 + 6 0 254 + 80 2 5 5 + 00 255 + 20 255 + 4 0 255 + 60 255 + 80 256 + 00 256 + 10 TO MATCH EXISTING (TYP.) LIMIT OF SIDEWALK CONSTRUCTION (TYP.) MATCH EXISTING CONSTRUCTION TO LIMIT OF SIDEWALK NE W BC 1 / 2R N E W E C PLATES (TYP.) DETECTABLE WARNING INSTALL CAST IRON (TYP.) AS PER STANDARD T-216.02-8 CONSTRUCT NEW SUBDRAIN PRIOR TO CONSTRUCTION (TYP.) CONFIRM IF SUBDRAIN EXISTS CONNECT TO EXISTING SUBDRAIN BASIN LEAD 250 mm PVC CATCH STORM SEWER CORE INTO EXISTING 6 . 70 m (TYP.) FOR CONSTRUCTION NEAR TREES (2016) PROTECTION POLICY AND SPECIFICATIONS OUTLINED IN THE CITY OF TORONTO TREE AS APPROVED BY CITY OF TORONTO OR AS TO FOLLOW DETAILS AND SPECIFICATIONS TREE PROTECTION FENCING INSTALLATION (TYP.) RESTORATION LIMITS PROP. TOP SOIL AND SOD 2 . 40 m TO REMAIN (TYP.) EXISTING SIDEWALK PRIOR TO CONSTRUCTION REMOVED BY OTHERS AND PLANTERS TO BE EXISTING BRICK WALLS DRIVEWAY (TYP.) EXISTING ASPHALT REMOVE AND REPLACE ON DWG. 18-02459-002 SEE TYPICAL CROSS SECTION 'A' CONSTRUCT CONCRETE SIDEWALK CONCRETE CURB REMOVE EXISTING SEE TYPICAL CROSS SECTION 'C' CONCRETE CURB AND SIDEWALK PAVEMENT AND CONSTRUCT REMOVE EXISTING ASPHALT R = 5.0 m R = 5.0 m TO REMAIN (TYP.) EXISTING CURB D ET A I L ON D W G . 1 8 - 0 2 45 9 - 0 0 2 S E E C U R B R E C ON S T R U C T I ON E X I S T I NGC ON CR ET E C U R B ( T Y P . ) R E M OV E AND R E P L A C E ENTRANCES (TYP.) ACROSS DRIVEWAY MATCH EXISTING GRADES AT CENTRELINE EXISTING GROUND 254 + 75 . 651 125 . 478 G 254 + 81 . 359 125 . 459 G 254 + 90 . 000 125 . 419 G 254 + 97 . 542 125 . 357 G 255 + 00 . 694 125 . 414 G -0.33%G - 0 . 47 % G - 0 . 82 % G 1 . 8 0 % G 125 . 628 cc 125 . 609 cc 125 . 569 cc 125 . 507 cc 125 . 564 cc -0.33%cc - 0 . 47 % cc - 0 . 8 2 % cc 1 . 80 % cc SEE PLAN FOR ELEVATIONS SEE PLAN FOR ELEVATIONS NE W CB NE W BC 0.3 m 2 - 4 % FULL DEPTH SAW-CUT PAVEMENT ROAD BASE (FULL DEPTH) PAVEMENT AND GRANULAR REMOVE EXISTING ASPHALT 150 mm SUBDRAIN (T-216.02-8) 19 mm CLEAR STONE OF GRANULAR ROADBASE MATCH EXISTING DEPTH TO REMAIN EXISTING ROADBASE 150 mm GRANULAR 'A' NOT TO SCALE AS DIRECTED DROP CURB (MATCH EXISTING DEPTH) SP 19.0 ASPHALT 40 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) POLYETHYLENE 100 μm THICK NOTES: ENTRANCES. A P A R T M E N T AN D L AN E W AY D E P T H F O R C O MM E RC I A L , 2 . P R OV I D E 180 mmC O N CR E T E 32 M P a @ 7 %+ / - 1 . 5 %A I R . 1. ALL CONCRETE SHALL BE CONCRETE CURB REMOVE EXISTING A S R E Q U I R E D 3 : 1 M AX . AS REQUIRED WIDTH VARIES MATCH EXISTING GROUND A S R E QU I R E D 3 : 1 M AX . DRAWING T-310.010-2 (SEE NOTE 2) 130 mm CONCRETE SIDEWALK AS PER AS REQUIRED WIDTH VARIES GROUND MATCH EXISTING ELEVATION SEE PLAN FOR 3 : 1 M AX . BACK OF CURB MATCH 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 PER 150 mm CONCRETE (OR EQUIVALENT) VAPOUR BARRIER POLYETHYLENE 100 μm THICK MATCH EXISTING AS REQUIRED TO TOP SOIL AND SOD RESTORE EXISTING 100 + 00 . ( 131 . 073 G) N4 8 4 0 1 00 E 305 0 50 N4 8 40 1 0 0 E 305 0 0 0 CB NEW CB NEW TYPICAL CROSS SECTION 'C' TYPICAL CROSS SECTION 'D' HE RS AV R S A s p h CC AV WK CC AV BMH CC HE P r i v a t e L S BT Pe d e s t a l HE W K BT Pe d e s t a l HE Grass Grass Grass Grass Asph Asph Asph Asph Asph Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Asph Asph Con Brick Br i c k Grass RS RS RS RS BELL BOX BPED TB L I C E N S E D P R O F E S S I O N A L E N G I N E E R R O V I N C E O F N T A R I O O P J.F.BARICH JULY 17, 2018 N T R E T H E W E Y D R J ANE ST LAWRENCE AVE W J ANE ST BLACK CREEK DR L A W R E N C E AV E W HEARST CRCL H E A R S T C R C L HARDING AVE P A R K C H E S T E R R D CHI SWI CK AVE SORLYN AVE TEDDER ST RENFI ELD ST N O R A N D A D R MONARCHDALE AVE W E S T C H E S T E R R D M A R S H L YNN AV E THE WI SHBONE HEARNE AVE PAMILLE PL DUCKWORTH ST MARTI NI DR F OX P O I N T BROOKHAVEN DR BROOKHAVEN DR ST ARENA ST BLACKSTONE DR E V E R G L AD E S AVE CHI SWI CK D R S T E W A R T S M I T H ST TEDDER BLACK CREEK DR N 0. 000G 0 . 0 0 0 cc 0 . 00 0 c c 1 25. 825 1 25. 759 1 25. 694 1 25. 613 125. 526 1 25. 484 1 25. 499 1 25. 534 1 25. 360 1 25. 225 125. 11 7 1 25. 01 7 124. 926 1 24. 853 124. 796 1 24. 834 [ ] . G . cc . G 0. 000G . G CB 1 2 5 . 5 50 c c 12 5 . 439 G 125 . 564 cc 125 . 414 G 1 2 5 . 600 cc 125 . 450 G 125 . 299 d c 125 . 269 G 125 . 388 125 . 624 125 . 501 12 5 . 2 4 2 125 . 171 125 . 221 125 . 156 1 25 . 099 [ 1 25 . 5 22 c c ] [ 12 5 . 39 9 G ] [ 125 . 4 4 5 cc ] [ 1 2 5 . 3 4 5 G ] [125.396 cc] [125.311 G] [ 12 5 . 3 2 8 cc ] [ 125 . 21 9 G ] [125.483 cc] [125.368 G] ( T YP. ) 0 . 30 m 3 . 65 m 3 . 65 m 4 . 41 m 5 . 0 5m 3 . 9 0m 3 . 87 m 23 of 32
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Embed
THURODALE AVENUE...SUB-SURFACE UNDERGROUND ENGINEERING INVESTIGATION (SUE) OR MODIFIED TO MEET SURVEY UPDATE. UNDERGROUND UTILITIES OBTAINED FROM CITY "PUCC" FILES, CITY PLANS, TO
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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 ------------------------------------------------------------------------------------------------
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
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 ------------------------------------------------------------------------------------------------
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
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
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
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.)
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
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
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
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.)