LAKE LAKESIDE DR. QUEEN ST - Home - Stratford · PDF fileground utilities and structures are...
8
DATE No. DESCRIPTION BY GENERAL NOTES REVISIONS REVISIONS THE POSITION OF POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER UNDERGROUND AND ABOVE GROUND UTILITIES AND STRUCTURES ARE NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS, AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, THE CONTRACTOR(S) WILL PROVE THE POSITION OF ALL SUCH UTILITIES AND STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE TO THEM. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED. ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF CURB AT GUTTER. MUNICIPAL SERVICES: EX. SANITARY SEWER EX. STORM SEWER EX. WATER MAIN PROP. SANITARY SEWER PROP. STORM SEWER PROP. WATER MAIN UTILITIES: BELL TELEPHONE UNION GAS FESTIVAL HYDRO ONTARIO HYDRO CABLE TELEVISION PROPERTY: PROPERTY LINE THE CORPORATION OF THE CITY OF STRATFORD INFRASTRUCTURE AND DEVELOPMENT SERVICES DEPARTMENT CHAINAGE PROP.SAN. SEWER (INVERTS) PROP.STM. SEWER (INVERTS) PROP.STM. TRUNK SEWER (INVERTS) SHEET: DRAWN BY: DESIGNED BY: K.GUGLIELMO DATE: MAY 25, 2017 SCALE: REVIEWED BY: CHAINAGE PROP.SAN. SEWER (INVERTS) PROP.STM. SEWER (INVERTS) EXIST.CL PROFILE (ROAD) 0 5m 10m P:\WORK\TP115071\MUNICIPAL\DWG\CONTRACT\03-PP-REV.DWG GEODETIC BENCHMARK ELEV. = 360.702m 5/25/2017 11:42:34 AM CITY OF STRATFORD MONUMENT No. 20020068. CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE INTERSECTION OF ONTARIO STREET AND QUEEN STREET. M.PORTUGAL A. POIRIER 1 60% DESIGN SUBMISSION APR.2017 MP KEY PLAN PROP.STM. TRUNK SEWER (INVERTS) EXIST.CL PROFILE (ROAD) 09 OF 17 QUEEN ST STORM DIVERSION STATION 0+000 TO STATION 0+130 HORIZ: 1:200 VERT: 1:50 LAKESIDE DR. 348 349 350 351 352 354 355 356 353 LAKE VICTORIA MATCHLINE STATION 0+130 SEE SHEET 10 OF 17 348 349 350 351 352 354 355 356 353 PROPOSED MAJOR TRUNK STORM SEWER QUEEN ST QUEEN ST ELEVATION (m) ELEVATION (m) 358 357 NOTES: 1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD. 2. LAKE WATER ELEVATION INFORMATION PROVIDED BY UPPER THAMES RIVER CONSERVATION AUTHORITY. NO BENCHMARK REFERENCE WAS PROVIDED. 3. STM.MH.1 DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO PROVIDE SHOP DRAWINGS. PROP. PEDESTRIAN HANDRAIL (OPSD 980.101) JACKING PIT (JP1) (10.4m I.D/12.2m O.D) (CAISSON WALL TO BE CUT DOWN BY APPROX. 2.0m AFTER MT OPERATIONS) CONNECT TO EXIST. 150mm WATERMAIN PROP. %(1'6 PROP. PAVED WALKWAY ON TOP OF PROP. CONCRETE BOX CULVERT PROP. CONCRETE CURB & GUTTER (AS PER OPSD 600.040) PROP. CONCRETE SIDEWALK (AS PER STFD.6) CONNECT EX. STM. SEWER TO PROP.STM.MH.1 CONNECT PROP. STM.SEWER TO PROP. CONCRETE BOX CULVERT PROP. CONCRETE HEADWALL CONTRACTOR TO MATCH EXIST. SIDEWALK GRADE TO PROP. WALKWAY PROP. 150mm THICK CONC. DISTRIBUTION SLAB WHERE COVER IS LESS THAN 600mm (LOCATION TO BE CONFIRMED BY CONTRACTOR) CONNECT TO EXIST. 150mm WATERMAIN PROP. %(1'6 MATCH EXIST. SIDEWALK MATCH EXIST. CURB MATCH EXIST. CURB MATCH EXIST. CURB PROP. CONCRETE CURB & GUTTER (AS PER OPSD 600.040) MATCH EXIST. CURB STM.MH.1 5200x1700mm (SHOP DRAWINGS TO BE PROVIDED BY CONTRACTOR) REINSTALL PARK STOP BLOCKS REINSTALL PARK STOP BLOCKS TEMPORARY WATERMAIN BY-PASS PROP. WM TO BE INSTALL AFTER MT OPERATIONS
Transcript of LAKE LAKESIDE DR. QUEEN ST - Home - Stratford · PDF fileground utilities and structures are...
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
2:3
4 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
09 OF 17
QUEEN ST STORM DIVERSION
STATION 0+000
TO
STATION 0+130
HORIZ: 1:200
VERT: 1:50
LA
K
E
S
ID
E
D
R
.
348
349
350
351
352
354
355
356
353
LAKE
VICTORIA
MA
TC
HL
IN
E S
TA
TIO
N 0
+1
30
S
EE
S
HE
ET
1
0 O
F 1
7
348
349
350
351
352
354
355
356
353
PROPOSED MAJOR
TRUNK STORM SEWER
QUEEN ST
QUEEN ST
ELEVATION (m)ELEVATION (m)
358 357
NOTES:
1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD.
2. LAKE WATER ELEVATION INFORMATION PROVIDED BY UPPER THAMES RIVER
CONSERVATION AUTHORITY. NO BENCHMARK REFERENCE WAS PROVIDED.
3. STM.MH.1 DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO PROVIDE SHOP
DRAWINGS.
PROP. PEDESTRIAN HANDRAIL
(OPSD 980.101)
JACKING PIT (JP1)
(10.4m I.D/12.2m O.D)
(CAISSON WALL TO BE CUT DOWN BY
APPROX. 2.0m AFTER MT OPERATIONS)
CONNECT TO EXIST.
150mm WATERMAIN
PROP.
2 - 45° BENDS
PROP. PAVED WALKWAY
ON TOP OF PROP.
CONCRETE BOX CULVERT
PROP. CONCRETE CURB & GUTTER
(AS PER OPSD 600.040)
PROP. CONCRETE SIDEWALK
(AS PER STFD.6)
CONNECT EX. STM. SEWER TO
PROP.STM.MH.1
CONNECT PROP. STM.SEWER
TO PROP. CONCRETE BOX
CULVERT
PROP. CONCRETE
HEADWALL
CONTRACTOR TO MATCH
EXIST. SIDEWALK GRADE TO
PROP. WALKWAY
PROP. 150mm THICK CONC. DISTRIBUTION SLAB
WHERE COVER IS LESS THAN 600mm
(LOCATION TO BE CONFIRMED BY CONTRACTOR)
CONNECT TO EXIST.
150mm WATERMAIN
PROP.
2 - 45° BENDS
MATCH EXIST.
SIDEWALK
MATCH EXIST.
CURB
MATCH EXIST.
CURB
MATCH EXIST.
CURB
PROP. CONCRETE
CURB & GUTTER
(AS PER OPSD 600.040)
MATCH EXIST.
CURB
STM.MH.1
5200x1700mm
(SHOP DRAWINGS TO BE PROVIDED
BY CONTRACTOR)
REINSTALL PARK
STOP BLOCKS
REINSTALL PARK
STOP BLOCKS
TEMPORARY
WATERMAIN BY-PASS
PROP. WM TO BE INSTALL
AFTER MT OPERATIONS
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
3:2
2 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
10 OF 17
HORIZ: 1:200
VERT: 1:50
BA
LL
AN
TY
NE
S
T
MA
TC
HL
IN
E S
TA
TIO
N 0
+1
30
S
EE
S
HE
ET
0
9 O
F 1
7
355
356
357
358
359
361
362
363
360
354
PROPOSED MAJOR
TRUNK STORM SEWER
QUEEN ST STORM DIVERSION
STATION 0+130
TO
STATION 0+260
QUEEN ST
QUEEN ST
353
352
351
350
355
356
357
358
359
361
362
363
360
354
353
352
351
350
ELEVATION (m)ELEVATION (m)
MA
TC
HL
IN
E S
TA
TIO
N 0
+2
60
SE
E S
HE
ET
1
1 O
F 1
7
NOTES:
1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD.
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
4:1
1 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
11 OF 17
HORIZ: 1:200
VERT: 1:50
QUEEN ST
WA
TE
R S
T
355
356
357
358
359
361
362
354
360
MA
TC
HL
IN
E S
TA
TIO
N 0
+2
60
S
EE
S
HE
ET
1
0 O
F 1
7
355
356
357
358
359
361
362
354
360
PROPOSED MAJOR
TRUNK STORM SEWER
QUEEN ST STORM DIVERSION
STATION 0+260
TO
STATION 0+390
QUEEN ST
ELEVATION (m)ELEVATION (m)
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
4:1
4 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
11 OF 17
353
352
351
353
352
351
MA
TC
HL
IN
E S
TA
TIO
N 0
+3
90
SE
E S
HE
ET
1
2 O
F 1
7
NOTES:
1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD.
350 350
CAISSON SHAFT (5.0m I.D/6.2m O.D)
(CAISSON WALL TO BE CUT DOWN BY
APPROX. 2.0m AFTER MT OPERATIONS)
STM.MH.2
1200mm (OPSD 701.010)
PROP.STM.SEWER TO
CONNECT TO EX.STM.MH
AFTER MT OPERATIONS
TEMPORARY STORM
FLOW BY-PASS
363 363
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
5:0
2 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
12 OF 17
PROPOSED MAJOR
TRUNK STORM SEWER
SCALE:
HORIZ: 1:200
VERT: 1:50
QUEEN ST
CO
UB
UR
G S
T
355
356
357
358
359
354
360
MA
TC
HL
IN
E S
TA
TIO
N 0
+5
25
S
EE
S
HE
ET
1
3 O
F 1
7
MA
TC
HL
IN
E S
TA
TIO
N 0
+3
90
S
EE
S
HE
ET
1
1 O
F 1
7
355
356
357
358
359
360
ON
TA
RIO
S
T
354
QUEEN ST STORM DIVERSION
STATION 0+390
TO
STATION 0+525
QUEEN ST
ELEVATION (m)ELEVATION (m)
355 355
354
353
354
353
352
351
352
351
NOTES:
1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD.
CAISSON SHAFT (5.0m I.D/6.2m O.D)
(CAISSON WALL TO BE CUT DOWN BY
APPROX. 2.0m AFTER MT OPERATIONS)
STM.MH.3
1500mm (OPSD 701.011)
PROP.STM.SEWER TO
CONNECT TO EX.STM.MH
AFTER MT OPERATIONS
TEMPORARY STORM
FLOW BY-PASS
CONNECT EX.STM.SEWER
TO PROP. CBMH
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
5:5
2 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
13 OF 17
HORIZ: 1:200
VERT: 1:50
QUEEN ST
355
356
357
358
359
361
353
354
360
MA
TC
HL
IN
E S
TA
TIO
N 0
+6
50
S
EE
S
HE
ET
1
4 O
F 1
7
MA
TC
HL
IN
E S
TA
TIO
N 0
+5
25
S
EE
S
HE
ET
1
2 O
F 1
7
355
356
357
358
359
361
353
354
360
AL
BE
RT
S
T
PROPOSED MAJOR
TRUNK STORM SEWER
QUEEN ST STORM DIVERSION
STATION 0+525
TO
STATION 0+650
QUEEN ST
ELEVATION (m)ELEVATION (m)
352352
NOTES:
1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD.
CONTRACTOR TO ENSURE
ENOUGH CLEARANCE
FROM EX. SAN.MH
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
6:4
0 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
14 OF 17
HORIZ: 1:200
VERT: 1:50
QUEEN ST
355
356
357
358
359
361
353
354
360
MA
TC
HL
IN
E S
TA
TIO
N 0
+6
50
S
EE
S
HE
ET
1
3 O
F 1
7
355
356
357
358
359
361
353
354
360
BR
UN
SW
IC
K S
T
PROPOSED MAJOR
TRUNK STORM SEWER
QUEEN ST STORM DIVERSION
STATION 0+650
TO
STATION 0+720
QUEEN ST
362 362
NOTES:
1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD.
2. STM.MH.2 DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO PROVIDE
SHOP DRAWINGS.
45° H.
BEND 45° H.
BEND
MATCH
EXIST. CURB
P
R
O
P
. 8
9
.3
m
- 2
0
0
0
m
m
Ø
C
O
N
C
.S
T
M
T
R
U
N
K
S
E
W
E
R
@
0
.5
%
C
L
.1
4
0
-D
45° H.
BEND
45° H.
BEND
352 352
SEE SHEET 15 OF 17
MATCH
EXIST. SIDEWALK
TACTILE WARNING PLATES
(AS PER STFD.8)
RECEPTION PIT (RP1)
(8.0m I.D/9.4m O.D)
(CAISSON WALL TO BE CUT DOWN BY
APPROX. 2.0m AFTER MT OPERATIONS)
STM.MH.4
3000x3000mm
(SHOP DRAWINGS TO BE
PROVIDED BY CONTRACTOR)
CONNECT TO EXIST.
WATERMAIN
CONTRACTOR TO ENSURE ENOUGH
CLEARANCE FROM EXIST. STM. SEWER
CONNECT TO EXIST.
STM.SEWER
PROP. HYDRANT
(AS PER STFD.W2)
CONNECT TO EXIST.
WATERMAIN
MATCH
EXIST. SIDEWALK
MATCH
EXIST. CURB
CONNECT TO EXIST.
SAN. SEWER
PROP. CONCRETE SIDEWALK
(AS PER STFD.6)
PROP. CONCRETE
CURB & GUTTER
(AS PER OPSD 600.040)
MATCH
EXIST. SIDEWALK
MATCH
EXIST. CURB
CONNECT TO EXIST.
SAN. SEWER
MATCH
EXIST. SIDEWALK
MATCH
EXIST. CURB
TACTILE WARNING PLATES
(AS PER STFD.8)
PROP.STM.SEWER TO
CONNECT TO STM.MH.2
AFTER MT OPERATIONS
TEMPORARY STORM
FLOW BY-PASS
TEMPORARY
WATERMAIN BY-PASS
PROP.WM TO BE INSTALLED
AFTER MT OPERATIONS
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
7:2
6 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
15 OF 17
PROPOSED MAJOR
TRUNK STORM SEWER
QUEEN ST STORM DIVERSION
STATION 0+980
TO
STATION 1+110
HORIZ: 1:200
VERT: 1:50
BRUNSWICK ST
EXISTING ℄ ELEVATION
355
356
357
358
359
361
353
354
360
SEE SHEET 14 OF 17
355
356
357
358
359
361
353
354
360
QU
EE
N S
T
SEE SHEET 16 OF 17
TR
IN
IT
Y S
T
BRUNSWICK ST
CONNECT TO EXIST.
STM. SEWER
CONNECT TO EXIST.
SAN. SEWER
CONNECT TO EXIST.
WATERMAIN
CONNECT TO EXIST.
STM.SEWER
TACTILE WARNING PLATES
(AS PER STFD.8)
CONNECT TO EXIST.
SAN. SEWER
PROP. CONCRETE SIDEWALK
(AS PER STFD.6)
MATCH
EXIST. SIDEWALK
MATCH
EXIST. CURB
P
R
O
P
. 8
9
.3
m
- 2
0
0
0
m
m
Ø
C
O
N
C
.S
T
M
T
R
U
N
K
S
E
W
E
R
@
0
.5
%
C
L
.1
4
0
-D
MATCH
EXIST. SIDEWALK
MATCH
EXIST. CURB
MATCH
EXIST. SIDEWALK
MATCH
EXIST. CURB
MATCH
EXIST. CURB
PROP. 4.5m - 1219x1930mm
ELLIPTICAL STM SEWER
@ 0.50% CL-140-D
PROP. CONCRETE SIDEWALK
(AS PER STFD.6)
PROP. CONCRETE
CURB & GUTTER
(AS PER OPSD 600.040)
NOTES:
1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD.
2. STM.MH.2 AND STM.MH.3 DIMENSIONS ARE APPROXIMATE. CONTRACTOR
TO PROVIDE SHOP DRAWINGS.
JACKING PIT (JP2)
(8.0m I.D/9.4m O.D)
(CAISSON WALL TO BE CUT DOWN BY
APPROX. 2.0m AFTER MT OPERATIONS)
CONNECT PROP. SAN.
SEWER TO EXIST. MH
CONTRACTOR TO ENSURE
ENOUGH CLEARANCE FROM EX.
900mm DIA. SAN. SEWER
(OVAL SHAFT MAY BE AN OPTION)
CONTRACTOR TO ENSURE
ENOUGH CLEARANCE FROM
EX. 1670x1120 ARCH SEWER
362 362
STM.MH.5
3000x3000mm
(SHOP DRAWINGS TO BE
PROVIDED BY CONTRACTOR)
RECEPTION PIT (RP1)
(8.0m I.D/9.4m O.D)
(CAISSON WALL TO BE CUT DOWN BY
APPROX. 2.0m AFTER MT OPERATIONS)
CONNECT TO EXIST.
STM.SEWER
MATCH
EXIST. SIDEWALK
MATCH
EXIST. CURB
PROP. CONCRETE
CURB & GUTTER
(AS PER OPSD 600.040)
STM.MH.4
3000x3000mm
(SHOP DRAWINGS TO BE
PROVIDED BY CONTRACTOR)
MATCH
EXIST. CURB
℄ O
F R
OA
D
PROP.STM.SEWER TO
CONNECT TO STM.MH.2
AFTER MT OPERATIONS
TEMPORARY STORM
FLOW BY-PASS
TEMPORARY
WATERMAIN BY-PASS
PROP.WM TO BE INSTALLED
AFTER MT OPERATIONS
DATENo. DESCRIPTION BY
GENERAL NOTES
REVISIONSREVISIONS
THE POSITION OF POLE LINES, CONDUITS, WATERMAINS,
SEWERS AND OTHER UNDERGROUND AND ABOVE
GROUND UTILITIES AND STRUCTURES ARE NOT
NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF
SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED.
BEFORE STARTING WORK, THE CONTRACTOR(S) WILL
PROVE THE POSITION OF ALL SUCH UTILITIES AND
STRUCTURES AND WILL ASSUME LIABILTY FOR DAMAGE
TO THEM.
ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE
NOTED.
ALL DIMENSIONS RELATED TO CURB ARE FROM BASE OF
CURB AT GUTTER.
MUNICIPAL SERVICES:
EX. SANITARY SEWER
EX. STORM SEWER
EX. WATER MAIN
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. WATER MAIN
UTILITIES:
BELL TELEPHONE
UNION GAS
FESTIVAL HYDRO
ONTARIO HYDRO
CABLE TELEVISION
PROPERTY:
PROPERTY LINE
THE CORPORATION OF THE CITY OF STRATFORD
INFRASTRUCTURE AND DEVELOPMENT
SERVICES DEPARTMENT
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
PROP.STM.
TRUNK
SEWER
(INVERTS)
SHEET:
DRAWN BY:
DESIGNED BY:
K.GUGLIELMO
DATE:
MAY 25, 2017
SCALE:
REVIEWED BY:
CHAINAGE
PROP.SAN.
SEWER
(INVERTS)
PROP.STM.
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
0 5m 10m
P:\W
OR
K\T
P1
15
07
1\M
UN
IC
IP
AL
\D
WG
\C
ON
TR
AC
T\0
3-P
P-R
EV
.D
WG
GEODETIC BENCHMARK ELEV. = 360.702m
5/2
5/2
01
7 1
1:4
8:1
2 A
M
CITY OF STRATFORD MONUMENT No. 20020068.
CAP IN CONCRETE LOCATED ON THE N/W CORNER AT THE
INTERSECTION OF ONTARIO STREET AND QUEEN STREET.
M.PORTUGAL
A. POIRIER
1 60% DESIGN SUBMISSION APR.2017 MP
KEY PLAN
PROP.STM.
TRUNK
SEWER
(INVERTS)
EXIST.CL
PROFILE
(ROAD)
16 OF 17
QUEEN ST STORM DIVERSION
STATION 0+000
TO
STATION 0+040
HORIZ: 1:200
VERT: 1:50
TRINITY ST
355
356
357
358
359
361
360
355
356
357
358
359
361
360
BR
UN
SW
IC
K S
T
362 362
354 354
TRINITY STSEE SHEET 15 OF 17
PROPOSED MAJOR
TRUNK STORM SEWER
CONNECT TO EXIST.
SAN. SEWER
JACKING PIT (JP2)
(8.0m I.D/9.4m O.D)
(CAISSON WALL TO BE CUT DOWN BY
APPROX. 2.0m AFTER MT OPERATIONS)
P
R
O
P
. 8
9
.3
m
- 2
0
0
0
m
m
Ø
C
O
N
C
.S
T
M
T
R
U
N
K
S
E
W
E
R
@
0
.5
%
C
L
.1
4
0
-D
PROP. 4.5m - 1219x1930mm ELLIPTICAL
STM SEWER @ 0.50% CL-140-D
MATCH
EXIST. SIDEWALK
MATCH
EXIST. CURB
PROP. CONCRETE SIDEWALK
(AS PER STFD.6)
PROP. CONCRETE
CURB & GUTTER
(AS PER OPSD 600.040)
MATCH
EXIST. CURB
MATCH
EXIST. CURB
NOTES:
1. BASE PLAN INFORMATION PROVIDED BY THE CITY OF STRATFORD.
2. STM.MH3 DIMENSIONS ARE APPROXIMATE. CONTRACTOR TO PROVIDE
SHOP DRAWINGS.
353 353
MATCH
EXIST. CURB
STM.MH.3
3000x3000mm
(SHOP DRAWINGS TO BE PROVIDED
BY CONTRACTOR)
MATCH
EXIST. SIDEWALK
CONTRACTOR TO ENSURE
ENOUGH CLEARANCE FROM
EX. 900mm DIA. SAN. SEWER
CONNECT PROP. SAN.
SEWER TO EXIST. MH
