Water - Toronto · 1 07-22-2015 1058-2013-19-2 g2 m.b. n l a k e s h o r e b l v d w fourt hst third st seco ndst first st l a k e s h o r e d r sand b each r d dwigh t ave a l b

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ENGINEERING AND CONSTRUCTION SERVICES

LOCATION PLAN

G1DRAWING

NUMBER:

Water

GENERAL MANAGER

TORONTO WATER

LOU DI GIRONIMO


MICHAEL D'ANDREA, P. ENG.

EXECUTIVE DIRECTOR

15ECS-LU-06TT

1058-2013-19-1

1:5000

LAKE SHORE SANITARY TRUNK SEWER AND MAINTENANCE HOLES REHABILITATION

LAKE SHORE BLVD W

MIMICO P.S.

MU

RRIE S

T

LA

KE C

RES

HE

MA

N S

T

BIR

MIN

GH

AM S

T

LAKE ONTARIO

LAKE ONTARIO

JULY 22, 2015

BETWEEN MH324-028-1 AND MH324-001-1

ISSUED FOR TENDER

DRAWING DESCRIPTIONCITY DWG No.

2

3

4

1

5

6

7

8

9

10

11

12

27

28

29

13

15

14

30

17

18

21

24

20

26

32

31

33

34

25

16

DRAWING INDEX

DISCIPLINE

TITLE PAGE1058-2013-19-1 G1

ITEM No.

1058-2013-19-2 G2 DRAWING INDEX AND KEY MAP

1058-2013-19-3 G3

1058-2013-19-4 C1

1058-2013-19-5 C2

C3

C4

C5

C6

C7

C8

C9

1058-2013-19-6

1058-2013-19-7

1058-2013-19-8

1058-2013-19-9

1058-2013-19-10

1058-2013-19-11

1058-2013-19-12

J.V. 15ECS-LU-06TT

1 07-22-2015

1058-2013-19-2 G2

M.B.

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ALB

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RK RD

EASTBOURNE CRES

DARTMOUTH CRESSUSSEX D

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VICTORIA ST

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1058-2

013-19-4-C

1

1058-2013-19-7-C4

1058-2013-19-8-C5 1058-2013-19-9-C6 1058-2013-19-10-C71058-2013-19-11-C8

1058-2013-19-27

1058-2013-19-28

1058-2013-19-29

1058-2013-19-30

C24

C25

C26

C27

TRAFFIC MANAGEMENT PLAN (1)




1058-2

013-1

9-5-C

2

1058-2013-19-12-C9

BLV

DM

APLE

1058-2013-19-6-C3

KEY MAP1:5000

LAKESHORE SANITARY TRUNK SEWER

REHABILITATION

1058-2013-19-13 C10

1058-2013-19-14 C11

1058-2013-19-15 C12

1058-2013-19-16 C13

1058-2013-19-17 C14

1058-2013-19-18 C15

1058-2013-19-19 C16

1058-2013-19-20 C17

1058-2013-19-21 C18

1058-2013-19-24 C21

1058-2013-19-25 C22

1058-2013-19-26 C23

1058-2013-19-31 C28

1058-2013-19-32 C29

1058-2013-19-33 C30

1058-2013-19-34 C31

19

C19

C2023

22 1058-2013-19-22

1058-2013-19-23

MAINTENANCE HOLE SCHEDULE (1)



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LAKE ONTARIO

LAKE ONTARIO

JOHN KELLY, P. ENG.

DIRECTOR,

LINEAR UNDERGROUND INFRASTRUCTURE

DIRECTOR,

GRAHAM HARDING, P.ENG.

WATER INFRASTRUCTURE MANAGEMENT

DIRECTOR,

OPERATIONAL SUPPORT

RICHARD NOEHAMMER, P.ENG.

SIGNEDINITIALREVISIONSDATENo.


DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:

CHECKED CONTRACT No.

Water

AS SHOWN

1058-2

013-19-27-C2

4

1058-2013-19-28-C25

1058-2013-19-29-C261058-2013-19-30-C27

1058-2

013-19-34-C3

1

1058-2013-19-35-C32

INDEX AND KEY MAP

PLAN

GENERAL NOTES, ABBREVIATIONS AND LEGEND

35

37

1058-2013-19-35 C32

1058-2013-19-37 C34

1058-2013-19-36-C331058-2013-19-37-C34


1058-2

013-1

9-3

1-C

28

JULY 22, 2015

36 1058-2013-19-36 C33

MISCELLANEOUS DETAILS

MAINTENANCE HOLE REPAIR DETAILS (2) - TYPE 3





MAINTENANCE HOLE REPAIR DETAILS (10)

MAINTENANCE HOLE REPAIR DETAILS (11)

BYPASS PUMPING STAGING, PHASE 1

BYPASS PUMPING STAGING, PHASE 1 & 2


MAINTENANCE HOLE REPAIR DETAILS (1) - TYPES 1 AND 2




BYPASS PIPING AND PAVEMENT RESTORATION DETAILS

MH324-028-1 to MH324-025A-1 - PLAN AND PROFILE

MH324-025-1 to MH324-024-1 - PLAN AND PROFILE




MH324-016-1 to MH324-014A-1 - PLAN AND PROFILE







38

39

1058-2013-19-38

1058-2013-19-39

C35

C36

ISSUED FOR TENDER

M.D. 15ECS-LU-06TT

1 07-22-2015

1058-2013-19-3 G3

M.B.

LAKESHORE SANITARY TRUNK SEWER

REHABILITATION

GENERAL NOTES

LEGISLATION, REGULATION AND CODES

CONSTRUCTION NOTES

ADVERSELY AFFECT ADJACENT LANDS.ALL AREA GRADING AND RESULTING DRAINAGE PATTERNS SHALL NOT5.

THE CONTRACTOR'S EXPENSE.ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND ATOF THE WORKS. PERFORM THE WORKS TO PRODUCE THE SAME LEVEL OFPOINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED AS A RESULTMAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENT, CONTROL8.

UTILITY SEPARATIONS PRESCRIBED BY UTILITY OWNERS ARE TO BE ADHERED TO.PROTECT ALL EXISTING UTILITIES. HAND EXCAVATION REQUIREMENTS AND9.

STANDARDS.ACCORDANCE WITH ALL APPLICABLE AND CURRENT CITY OF TORONTORESTORATION TO THE SITE MUST BE CONSTRUCTED AND CARRIED OUT INAND TO THE SATISFACTION OF THE CONTRACT ADMINISTRATOR. ALLRESTORE ALL DISTURBED AREAS TO THE ORIGINAL CONDITION OR BETTER6.

CONTACT INFORMATION

ORIGINAL DATA SOURCE

ENVIRONMENTAL NOTES

VERTICAL DATUM 1929 (NGVD 29). NORTH AMERICAN DATUM 1927 (NAD 27), AND VERTICAL DATUM: NATIONAL GEODETIC

HORIZONTAL DATUM: 3-DEGREE MODIFIED TRANSVERSE MERCATOR (MTM), ONTARIO ZONE 10,1.

NECESSARY CHANGES.AND THE CONTRACT ADMINISTRATOR SHALL NOTIFY THE CITY OF THE AND THE LAYOUT SHALL BE REPORTED TO THE CONTRACT ADMINISTRATOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THE DRAWINGS ALL SURVEY POINTS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR 3.

CONFIRMING CLEARANCE FOR CONSTRUCTION.UTILITIES AND PIPE LINES, STRUCTURES AND FACILITIES AS REQUIRED,CONFIRM EXISTING DIMENSIONS, ELEVATIONS AND LOCATION OF ALL BASED UPON RECORD DRAWINGS AND INFORMATION. CONTRACTOR TO EXISTING UTILITIES AND PIPE LINES SHOWN IN APPROXIMATE LOCATION 4.

STRUCTURES, OR TOP OF SIDEWALK UNLESS OTHERWISE NOTED.ELEVATIONS GIVEN ARE FINISHED GRADE, TOP OF PAVEMENT, TOP OF 5.

REGION CONSERVATION AUTHORITY.BY THE CONTRACT ADMINISTRATOR AND THE TORONTO AND APPROVED

NATIVE/NON-INVASIVE SPECIES UPON COMPLETION OF THE WORK ASWITHALL DISTURBED VEGETATED AREAS SHALL BE STABILIZED AND RESTORED7.

AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR.CONTRACTOR TO FIELD VERIFY SEWER AND ALL MAINTENANCE HOLE DIMENSIONS 16.

AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.THOSE SHOWN. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PROVIDED BY FIELD SURVEY DATED 2013. EXISTING CONDITIONS MAY VARY FROM SOURCE OF TOPOGRAPHY SHOWN ON THE DRAWINGS ARE BASE MAPS 6.

AND WATERMAINS MANUAL.6, MATERIAL SPECIFICATIONS FROM DESIGN CRITERIA FOR SEWERSMATERIAL/MANUFACTURER SPECIFICATIONS AS REQUIRED BY CHAPTERAPPURTENANCES, SHALL BE ACCORDING TO CITY OF TORONTOALL MATERIAL FOR SEWER, FORCEMAIN, WATERMAIN, HYDRANTS AND13.

OF THE CONTRACT ADMINISTRATOR.OF CONSTRUCTION AND APPROPRIATE ACTION TAKEN TO THE SATISFACTIONDRAWINGS MUST BE REPORTED TO THE CITY PRIOR TO COMMENCEMENTANY DISCREPANCIES BETWEEN SITE CONDITIONS AND CONSTRUCTION15.

EXPRESSED IN MILLIMETRES (mm) UNLESS OTHERWISE NOTED.ALL DIMENSIONS ARE EXPRESSED IN METRES (m) AND PIPE SIZES ARE 18.

ALL ELEVATIONS ARE IN METRES (m) UNLESS NOTED OTHERWISE.19.

ADMINISTRATOR AND THE CITY.GENERATORS SHALL BE MUFFLED TO THE SATISFACTION OF THE CONTRACT BYPASS PUMPING SHALL RUN ON A CONTINUNOUS BASIS WHEN REQUIRED, 7.

DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK.ADMINISTRATOR AND CITY STAFF IS TO BE HELD A MINIMUM OF FIVE WORKINGWORK. A PRE-CONSTRUCTION COORDINATION MEETING WITH CONTRACTNOTICE TO SPECIFY THE ANTICIPATED DATE OF COMMENCEMENT OF THEPROVISIONS HEREOF AND GIVING 10 WORKING DAYS PRIOR WRITTENPORTION OF THE INFRASTRUCTURE WORK IN ACCORDANCE WITH THE SCHEDULE, APPROVED TRAFFIC STAGING PLANS AND PERMITS FOR SUCHOBTAINED APPROVED CONSTRUCTION DRAWINGS, APPROVED PROJECTNO PORTION OF THE WORK SHALL BE CARRIED OUT WITHOUT FIRST HAVING1.

AND DEPTH OF ANY UTILITY AND SHALL BE LIABLE FOR ALL OR ANY DAMAGE.THE CONTRACTOR SHALL SATISFY THEMSELVES AS TO THE ACTUAL LOCATION REFERENCE PURPOSES ONLY AND IN GENERAL ARE SHOWN AT NOMINAL DEPTHS. ALL EXISTING UTILITIES SHOWN ON DRAWINGS (PLAN AND PROFILE) ARE FOR 14.

LEAVING THE SITE "UNTREATED."PILING OPERATIONS AND SHALL BE LOCATED TO PREVENT SURFACE RUNOFF FROM DRAWINGS ARE TO BE IN PLACE PRIOR TO INITIATION OF EXCAVATION AND STOCK SEDIMENTATION AND EROSION CONTROLS IN ACCORDANCE WITH THE CONTRACT 2.

CONTRACTOR (AND AFTER ANY STORM EVENT) AND CLEARED OR REPLACED, AS REQUIRED.ALL SEDIMENTATION AND EROSION CONTROLS ARE TO BE INSPECTED REGULARLY BY THE 3.

OF THE CONTRACT ADMINISTRATOR.BE REMOVED FOLLOWING CONSTRUCTION AND AREAS RESTORED TO THE SATISFACTION ALL EROSION CONTROL AND TEMPORARY ACCESSES, STRUCTURES AND FACILITIES TO 8.

REMOVE SILT FROM DEWATERING AND OTHER PUMPING OPERATIONS PRIOR TO DISCHARGE.9.

GEOTECHNICAL AND HYDROLOGICAL REPORTS

SPECIFICATION IS AVAILABLE.CITY OF TORONTO, BE USED WHERE NO CITY STANDARD ORAND SPECIFICATIONS MAY, SUBJECT TO THE APPROVAL OF THEAND SPECIFICATIONS. ONTARIO PROVINCIAL STANDARD DRAWINGSACCORDING TO THE LATEST CITY OF TORONTO STANDARD DRAWINGSALL WORK WITHIN THE CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED1.

DEEMED TO BE THE CONSTRUCTOR AS DEFINED IN THE ACT.CONSTRUCTION PROJECTS. THE GENERAL CONTRACTOR SHALL BEOCCUPATIONAL HEALTH AND SAFETY ACT AND REGULATIONS FORALL WORK SHALL BE COMPLETED ACCORDING TO THE CURRENT2.

BOOK 7: TEMPORARY CONDITIONS FIELD EDITION.SHALL BE ACCORDING TO THE CURRENT ONTARIO TRAFFIC MANUALALL TEMPORARY TRAFFIC CONTROL AND SIGNAGE DURING CONSTRUCTION3.

UTILITY CUTS. CONSENT REQUIREMENTS, APPENDIX D, TEMPORARY REPAIRS TOTEMPORARY REPAIRS TO UTILITY CUTS WILL BE AS PER MUNICIPAL4.

PERMITS FROM THE CITY'S RIGHT OF WAY MANAGEMENT UNIT.WAY THE CONTRACTOR SHALL OBTAIN ALL NECESSARY ROAD OCCUPANCYPRIOR TO COMMENCING ANY WORK WITHIN THE MUNICIPAL RIGHT OF5.

BE THE RESPONSIBILITY OF THE CONTRACTOR.ANY DAMAGE TO PROPERTY ADJACENT TO THE CONSTRUCTION SITE SHALL3.

TO THE CITY.PROPERTY OWNER IS OBTAINED AND SUBMITTED IN A FORMAT ACCEPTABLESHALL BE UNDERTAKEN UNLESS WRITTEN AGREEMENT WITH THE ADJACENTNO ALTERATIONS TO EXISTING BOUNDARY ELEVATIONS OR ADJACENT LANDS4.

NOISE BYLAW AND RAVINE AND NATURAL FEATURE PROTECTION BY-LAW.ALL CONSTRUCTION ACTIVITY SHALL COMPLY WITH CITY OF TORONTO6.

SHALL BE SUPPORTED ACCORDING TO CITY OF TORONTO DRAWING T-1007.01-4.ALL EXISTING WATERMAINS AND SEWER PIPES LARGER THAN 300 mm DIAMETER 17.

EQUIVALENT.GRADED AND SODDED. FILTER FABRIC FOR SILT CONTROL TO BE TERRAFIX 270R OR APPROVED TIME AS THE CURBS ARE CONSTRUCTED AND THE BOULEVARDS ARE SODDED OR BACKYARDS SILT TRAPS ARE SHALL BE CLEANED REGULARLY AND ARE NOT TO BE REMOVED UNTIL SUCH FILTER FABRIC SILT TRAPS SHALL PLACED UNDER GRATES ON ALL CATCHBASINS TO TRAP SEDIMENT. 6.

ANY FLOODING RESULTING FROM BLOCKED OR IMPAIRED DRAINAGE SYSTEMS.MAINTAINED AND REPLACED WHEN NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR EXISTING CATCH BASINS SHALL BE WRAPPED IN FILTER CLOTH WHICH WILL BE MONITORED, 7.

AREAS SHALL BE APPROVED BY TRCA.IN THE FLOODPLAIN OR WITHIN 30 m OF WATERCOURSE. EQUIPMENT STORAGE AND LAYDOWN ONSITE STORAGE: EQUIPMENT, MACHINERY, SITE TRAILERS CANNOT TYPICALLY BE STORED 13.

ABBREVIATIONS LEGEND

SANITARY MAINTENANCE HOLE

EXISTING TREE TO BE REMOVED

353

CIRCULAR CATCH BASIN

BUSH (CONIFEROUS)

CUT CROSS

HANDWELL (VARIOUS)

FIRE HYDRANT AND VALVE

LIGHT STANDARD

STORM SEWER MAINTENANCE HOLE COVER

PARKING METER

TV/ELECTRIC PEDESTAL

SANITARY MAINTENANCE HOLE COVER

SHRUB

SIB OR IB

SWAMP

WATER VALVE CHAMBER

VALVE

BENCH MARK

BOREHOLE

BRASS CAP

GAS VALVE

GAS VENT

FENCE GATE

GUY POLE

HORIZONTAL CONTROL MARKER

HEDGE

MARSH

POINT/TICK

EXISTING STORM SEWER

EXISTING WATERMAIN

EXISTING SANITARY SEWER

SANITARY SEWERPROPOSED XXmm

XXmm SANITARY SEWER

XXmm STORM SEWER

XXmm WATERMAIN

CPR

WV

G

HW

LS

PM

DOUBLE CATCH BASIN

SINGLE CATCH BASIN

SIGN

TREE STUMPSTUMP

PROPOSED TREE

TREE TO BE RETAINED AND PROTECTEDTREE IDENTIFICATION NUMBER

MINIMUM TREE PROTECTION ZONE (TPZ)

TREE CANOPY DRIPLINE

DECIDUOUS TREE

CONIFEROUS TREE

GATE VALVE

REGIONAL FLOOD LINE

EASEMENT LINE

THE SATISFACTION OF THE CITY OF TORONTO.COMMENCEMENT OF CONSTRUCTION AND APPROPRIATE ACTION TAKEN TOBE REPORTED TO THE CONTRACT ADMINISTRATOR PRIOR TO THE ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND THE DRAWINGS MUST 2.

MEASURES TO BE KEPT ON SITE AND USED AS NECESSARY.AUTHORITY ENFORCEMENT OFFICE TO BE IMMEDIATELY CONTACTED. ADDITIONAL ESC MINIMIZE POTENTIAL ECOLOGICAL IMPACTS AND THE TORONTO REGION CONSERVATIONSUBSTANCE, THEN ALTERNATIVE MEASURES MUST BE IMPLEMENTED IMMEDIATELY TO MEASURES ON THE PLANS ARE NOT EFFECTIVE IN PREVENTING THE RELEASE OF A DELETERIOUS MINIMIZE SEDIMENT LADEN RUNOFF FROM LEAVING THE WORK AREA. IF THE PRESCRIBED STATIC AND MAY NEED TO BE UPGRADED/AMENDED AS SITE CONDITIONS CHANGE TO THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THE PLANS ARE NOT 4.

REFUELING AND MAINTENANCE MUST BE CONDUCTED IN DESIGNATED AREAS.SUBSTANCES INTO NEARBY DITCHES, SWALES, STORM DRAINS OR WATERBODIES. VEHICLE TO PREVENT ENTRY OF PETROLEUM PRODUCTS, DEBRIS, CONCRETE OR OTHER DELETERIOUS ALL CONSTRUCTION ACTIVITIES INCLUDING MAINTENANCE PROCEDURES WILL BE CONTROLLED 5.

WEEKLY BASIS BEFORE LEAVING THE SITE FOR WEEKENDS.NECESSARY) OF ROADS ADJACENT TO THE PROJECT. IN ADDITION CLEAN ALL ROADS ON PROVIDE DUST CONTROL AT ALL TIMES INCLUDING THE MAINTENANCE AND CLEANUP (WHEN 10.

DIRT TRACKING ONTO ROADS.CLEAN OFF TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE TO PREVENT MUD AND 11.

PROVIDE SPILL CONTAINMENT CONTROL.12.

48 HOURS OF INSPECTION OR BOTH.SEDIMENT CONTROL MEASURES SHALL BE REPAIRED OR REPLACED WITHIN ENTRY OF SEDIMENT INTO THE WATERWAY AND SEWERS. ALL DAMAGED EROSION AND PRIOR TO, AND MAINTAINED DURING CONSTRUCTION PHASES, TO PREVENT EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE IMPLEMENTED 1.

JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

NO SCALE

RIGHT-OF-WAY

PROPERTY LINE

CPR/CNR MAINTENANCE HOLE COVER

GENERAL NOTES, ABBREVIATIONS AND LEGEND

NOTES

CH2M HILL, DATED APRIL 2015.FOR GEOLOGICAL AND HYDROLOGICAL INFORMATION REFER TO REPORT PREPARED BY 1.

COMMENCING CONSTRUCTION. (416-393-3302 OR [email protected]) AT LEAST 10 WORKING DAYS PRIOR TO OF A STREET CLOSURE, THE CONTRACTOR SHALL CONTACT MR. JOHN PRESSERDURING CONSTRUCTION, IN ORDER TO DIVERT ANY TTC SERVICE AS A RESULT 3.

OR [email protected]) FOR PARKS PERMIT.RECREATION. THE CONTRACTOR SHALL CONTACT JORGE TURE (416-394-5413CONSTRUCTION WORKS IN PARKS FROM THE CITY OF TORONTO PARKS, FORESTRY AND

THE CONTRACTOR SHALL OBTAIN A PARK ACCESS AGREEMENT FOR THE ACCESS AND

PARKS PERMIT:5.

OR [email protected]) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.LOCATION, THE CONTRACTOR SHALL CONTACT MR. JOHN PROSSER (416-393-3302 TIMES. IN ORDER TO TEMPORARILY RELOCATE ANY TTC BUS OR STREETCAR DURING CONSTRUCTION WHEEL TRANS ACCESS SHALL BE MAINTAINED AT ALL 2.

TEMPORARY BYPASS PUMPING TRENCH

JULY 22, 2015

W.S.L.

WM

VB

US

TRCA

TCB

STS

STA

S.S.L.

SAN

RD

RCP

PVC

PROP.

P.E.

OPSD

NO

NTS

N.S.L.

M.O.E.

MIN.

MH

I.P.

I.E.

I.D.

HOR

G.E.

FRP

EX

E.S.L.

ESC

DWG

DS

DR

DIA

D.I.

DCB

CONC.

C.S.P.

CL

C.E.

CB

ASTM

ASB CM

ADMINISTRATOR. SEE DETAIL SHEET C34.TREE PROTECTION TO BE INSTALLED IN LOCATIONS OUTLINED BY THE CONTRACT 11.

TORONTO WATER INSPECTOR MAY BE PRESENT. 416-392-9334 OR AT [email protected], AT LEAST 48 HOURS PRIOR TO EXCAVATION, SO THAT A CONTRACTOR SHALL NOTIFY TORONTO WATER, DIVISIONAL OPERATIONS SERVICES AT

DURING THE CONSTRUCTION CLOSE TO AN EXISTING SANITARY TRUNK SEWER, THEDIVISIONAL OPERATIONS SERVICES AT LEAST TWO (2) WEEKS PRIOR TO EXCAVATION. SEWERS" SHALL BE COMPLETED BY THE CONTRACTOR AND RECEIVED BY TORONTO WATER, TORONTO WATER'S FORM "CONSTRUCTION WORK NEAR CITY OF TORONTO TRUNK PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE VICINITY OF A TRUNK SEWER, 4.

TRAFFIC LIGHT

REPLACED AT CONTRACTOR'S OWN EXPENSE.DAMAGED AREAS OF PAVEMENT AND SIDEWALKS SHALL BE REMOVED ANDREPAIR ANY DAMAGE DONE TO ROADS AND SITE DURING CONSTRUCTION.10.

IF DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S OWN EXPENSE.WHETHER SHOWN OR NOT. REPAIR ITEMS TO THEIR ORIGINAL CONDITIONREMOVE OR DEMOLISH ALL ITEMS REQUIRED FOR NEW CONSTRUCTION12.

FROM THE CITY'S RIGHT-OF-WAY MANAGEMENT UNIT DISTRICT OFFICE.THE CONTRACTOR SHALL APPLY FOR AND OBTAIN A ROAD OCCUPANCY PERMIT PRIOR TO COMMENCING ANY WORK WITHIN THE MUNICIPAL RIGHT-OF-WAY, 1.

WEST STREET LINE

WATERMAIN

VALVE BOX

UPSTREAM

TORONTO AND REGION CONSERVATION AUTHORITY

TEMPORARY CONCRETE BARRIER

SANITARY TRUNK SEWER

STATION

SOUTH STREET LINE

SANITARY

RECORD DRAWING

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE

PROPOSED

POLYETHYLENE

ONTARIO PROVINCIAL STANDARD DRAWING

NUMBER

NOT TO SCALE

NORTH STREET LINE

MINISTRY OF THE ENVIRONMENT AND CLIMATE CHANGE

MINIMUM

MAINTENANCE HOLE OR MANHOLE

INTERMEDIATE PRESSURE

INVERT ELEVATION

IDENTIFICATION

HORIZONTAL

GROUND ELEVATION

FIBERGLASS REINFORCED PLASTIC

EXISTING

EAST STREET LINE

EROSION AND SEDIMENTATION CONTROL

DRAWING

DOWN STREAM

DIMENSION RATIO

DIAMETER

DUCTILE IRON

DOUBLE CATCH BASIN

CONCRETE

CORRUGATED STEEL PIPE

CLASS

COVER ELEVATION

CATCH BASIN

AMERICAN SOCIETY OF TESTING AND MATERIALS

ASBESTOS CEMENT

PROPOSED SANITARY SEWER TO BE REHABILITATED

OF THE UTILITIES AT HIS OWN EXPENSE.UTILITIES IS NEEDED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION DRAWINGS ARE ESSENTIALLY CORRECT, HOWEVER IF RELOCATION OF EXISTING WITHIN THE LIMITS OF THE WORK PRIOR TO EXCAVATION. IT IS BELIEVED THAT THE EXACT LOCATION AND ELEVATION OF EACH UTILITY AND APPURTENANCES SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY OWNERS AND VERIFYING OVERHEAD OR UNDERGROUND UTILITY CONDUITS MAY NOT BE SHOWN. THE CONTRACTOR SANITARY AND STORM SEWERS, WATERMAINS, ELECTRICAL, TELEPHONE, AND OTHER 2.

ISSUED FOR TENDER

AFTER THE OPERATIONS FIELD MANAGER'S APPROVAL.NOT THE RESPONSIBILITY OF ENBRIDGE GAS DISTRIBUTION INC. AND CAN ONLY BE DONE OPERATIONS OF OUR ABANDONED GAS PLANT. REMOVAL OF THE ABANDONED GAS PLANT IS [email protected] TO FACILITATE VERIFICATION AND DE-WATERING CHRIS MCGIVERY - FIELD MANAGER, OPERATIONS @ 416-495-5750 OR EMAIL ABANDONED GAS PLANT DURING CONSTRUCTION, THE CONTRACTOR MUST CONTACT CONTRACTOR WILL BE EXPOSING THE ABANDONED GAS PLANT OR HAPPEN TO EXPOSE THE THERE IS AN ABANDONED GAS PLANT IN THE VICINITY OF YOUR PROPOSED WORK. IF THE 6.

HW

HW

HW

HW

HW

HW

HW

HW

HW

TT

T

T

T

TT

PARKING

PARKING

TR

EE

D

AR

EA

020770011

92

90

88

86

84

85

83

81

79

77

9

3

10-12

17

2732-2750

2724

2722

97

57

91

W.S.L.

E.S.L.

W.S.L.

E.S.L.9+80

9+80

10+00

10+25

10+50

10+75

11+00

11+25

11+50

11+75

12+00

12+25

12+50

WV*

*

N81.0

8

S81.0

8

N81.0

1

S80.9

6

N79.7

6

S79.6

7

E78.9

6S78.8

6

E80.9

5

E79.7

1

N78.8

4

83.7

6

83.7

5

83.3

4

83.0

0

82.6

9

82.4

7

82.4

5

82.3

0

82.2

0

82.0

2

82.0

9

82.0

0

81.7

8

81.4

8

10

+00.0

0

10

+25.0

0

10

+50.0

0

10

+75.0

0

11+

00.0

0

11+

25.0

0

11+

50.0

0

11+

75.0

0

12

+00.0

0

12

+25.0

0

12

+50.0

0

83.8

2

81.7

5N

78.6

8

S78.6

8

9+

80.4

4

9+

97.9

4

10

+94.9

8

11+

93.2

0

12

+28.4

0

MATC

HLIN

E S

EE D

WG C

2

203mm SANITARY TRUNK SEWER



BH7

MAPLE B

OU

LE

VA

RD

ALB

ANI STR

EET

DWIGHT AVENUE

STR

EET

MU

RRIE

LIMIT O

F C

ON

TR

AC

T

S

TR

EET

BU

RMIN

GH

AM

FIBRE OPTIC (BELL)

BELL

ROGERS

WATERABANDONED

ROGERS

BELL

150mm WATER

450mm STORM SEWER

BELL

GAS

ROGERS

UNKNOWN UTILITY

400mm WATER

1350mm STORM SEWER

450mm STORM SEWER

400mm WATER

600 mm STORM SEWER

BELL

150mm WATER

BELL

TORONTO HYDRO

ROGERS

900mm STORM SEWER

1500mm STORM SEWER

TORONTO HYDRO

450mm STORM SEWER

ROGERS

GAS

ROGERS

50mm GAS

ABANDONED WATER

50mm GAS

400mm WATER

900mm STORM SEWER

1500mm STORM SEWER

BELL

100mm WATER

32mm GAS

BELL

ROGERS

1500mm STORM SEWER

400mm WATER

600mm STORM SEWER

ROGERS

BELL

GAS

BELL

50mm GAS

ROGERS

TORONTO HYDRO

J.V. 15ECS-LU-06TT

1 07-22-2015

PLAN AND PROFILE

1058-2013-19-4 C1

M.B.

N

ARE IN METERS UNLESS OTHERWISE NOTED

MEASUREMENTS SHOWN ON THESE PLANS

METRIC

252.1mUSING CIPP LINER

WITH TRENCHLESS TECHNOLOGYREHABILITATE SANITARY SEWER

LAKE SHORE SANITARY TRUNK SEWER

REHABILITATION

LAKE ONTARIO

179° 180°

203mm SANITARY SEWER



LEGEND:

ACTIVE CONNECTION

INCONCLUSIVE CONNECTION

CAPPED CONNECTION

A

I

C

IIIIII

I

III

I

I

IIIIIII

MH324-028-1 (DETAILS ON SHEET C18)



BH7

ASPHALT

JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

HOR 1:500, VERT 1:100

EXISTING

GROUND

ELEVATION

ELEVATION

CHAINAGE

65m

DATUM ELEV.

70m

75m

80m

85m

INVERT

TOP EL. 83.76MH324-028-1

TOP E

L. 82.47

MH324-0

27-1

TOP E

L. 82.09

MH324-0

26-1

SANITARY SEWERCENTRE LINE OF EXISTINGEXISTING GROUND ALONGTOP EL. 83.82

MH2922504859

MAINTENANCE HOLES WHERE CONTRACTOR IS WORKING.3. PARTIAL LANE CLOSURE WILL BE PERMITTED ONLY BETWEEN

TO SINGLE LANE.2. BYPASS PIPE AND ALL EQUIPMENT TO BE RESTRICTED

CLAY SANITARY SEWER UTILIZING CIPP LINING.1. REHABILITATE THE EXISTING 203-305mm VITRIFIED

NOTES:

FILL

LEAN CLAY

WEATHERED SHALE

JULY 22, 2015

STR

EET

HE

MA

N

TOP E

L. 81.75

MH324-0

25A-1

MH324-025A-1 (DETAILS ON SHEET C18)

FROM MH324-028-1 TO MH324-025A-1



TRUNK SEWER @ 0.53%63.6m- 305mm DIA. V.C. SANITARY

35.2m- 305mm DIA. V.C. SANITARY TRUNK SEWER @ 0.53%98.2m - 254mm DIA. V.C. SANITARY TRUNK SEWER @ 0.85% 97.0m - 203mm DIA. V.C. SANITARY TRUNK SEWER @ 1.24%

II

AC C

CC

C

ISSUED FOR TENDER

MH2922504859

-

KEY PLAN(NOT TO SCALE)

AV

EN

UE

DWIG

HT

ALBA

NI STR

EET

MURRIE

STRE

ET

STRE

ETBURMING

HAM

BOUL

EVAR

DMA

PLE

MILES RO

AD

STREETS

YMONS

QU

EE

NS

AV

E

AVENUEALLEN

MIMICO AV

ENUE

AVENUEPR

IMROSE

AVENUE

SUPERIOR

AVENUE

SUPERIOR

SYMO

NS S

TREET

LAKE

CRES

ELMA

STRE

ET

STRU

THER

S ST

REET

LAKE

CRES

STRU

THER

S ST

REET

EAS

TB

OU

RN

E

CR

ES

DA

RT

MO

UT

H

CR

AV

EN

UE

DWIG

HT

AV

EN

UE

DWIG

HT

SE

CO

ND

ST

THIR

D

ST

RE

ET

FO

UR

TH S

TR

EE

T

FIF

TH S

TR

EE

T

SIX

TH S

TR

EE

T

SE

CO

ND

ST

THIR

D

ST

BLVDS

HOREL

AKE

BLVDS

HOREL

AKE

STRE

ETBURMING

HAM

STREETS

YMONS

AVENUEM

IMICO

AVENUEH

ILLSID

E

AVENUEH

ILLSID

E

STANLE

YAVENU

E

CAVELL AV

ENUE

NORRIS CRES

DOUGLAS BLVD

SUMMERHILL RD

QU

EE

NS

AV

E

WH

EA

TFIE

LD

RD

CE

NT

RA

L S

TR

EE

T

GE

OR

GE S

TR

EE

T

RO

YA

L

YO

RK

RO

AD

RO

YA

L

YO

RK

RO

AD

GE

OR

GE S

TR

EE

T

ELIZ

AB

ET

H S

TR

EE

T

ST

ATIO

N

RD

ST

ATIO

N

RD

FIR

ST

ST

SA

ND

BE

AC

H

RD

RO

YA

L

YO

RK

RO

AD

BLVD

ISLAND VIEW

CRESL

AKE

EDYTH COURT

RO

AD

WH

EA

TFIE

LD

N

BLVD W.

LAKE

SHOR

E

BO

ULE

VA

RD

W.

LA

KE S

HO

RE

HEMAN S

TREET

3

T

T T

T

T

T

T

T

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

PARKING LOT

PARKING

PARKING

PARKING

PARKING

PARKING

TREED AREA

TREED AREA

020680622

020680621

E95

2732-2750

2724

2722

27202718

2716

2747

2731-2735

2727-2729

2725

2723

27212719

2711

2709

5

27072705

2705A2703

2701

2708

271027122714

2704

26972693-2697

2693

2687

2688

12+50

12+75

13+00

13+25

13+50

13+75

14+00

14+25

14+50

14+75

15+00

WV#

WV#

*

*

W78.1

0

E78.1

0

W77.9

8

E77.9

7

S78.3

4

N78.3

4

81.4

8

80.9

8

80.8

5

80.8

8

80.9

6

81.1

7

81.2

7

81.3

5

81.3

3

81.2

4

81.1

4

81.2

4

12

+50.0

0

12

+75.0

0

12

+92.0

1

13

+00.0

0

13

+25.0

0

13

+50.0

0

13

+75.0

0

14

+00.0

0

14

+25.0

0

14

+50.0

0

14

+64.8

6

14

+75.0

0

15

+00.0

0

81.1

7

MATC

HLIN

E S

EE D

WG C

3

MATCHLINE

SEE DWG C1

AVE

NU

ED

WIG

HT



N

J.V. 15ECS-LU-O6TT

1 07-22-2015

PLAN AND PROFILE

1058-2013-19-5 C2

M.B.



METRIC

150mm WATER

525mm STORM SEWER

150mm GAS

FIBRE OPTIC (TELUS)

BELL

UNKNOWN UTILITY

UNKNOWN UTILITY

300mm WATER

BELL

ROGERS

150mm WATER

2100mm STORM SEWER

150mm WATER

300mm WATER

BELL

ROGERS

300mm STORM SEWER

300mm WATER

1500mm STORM SEWER

900mm STORM SEWER

ROGERS

BELL

400mm WATER

100mm WATER

900mm STORM SEWER

BELL

ROGERS

FIBRE OPTIC (TELUS)

150mm GAS

150mm WATER

1800mm STORM SEWER


250.0m USING CIPP LINER



REHABILITATION

LAKE ONTARIO

99°161°


200mm SANITARY SEWER200mm SANITARY SEWER


LEGEND:

ACTIVE CONNECTION


CAPPED CONNECTION

A

I

C

CCCCCCCCC I

A A A A

A A A A A A

A

A

C

CC

CCCC

CC

C

C

I

C

CA

C

CA

SAN MH11


SAN MH

LAKE SHORE B

OULEVARD W

(DETAILS ON SHEET C17)MH324-025-1

JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

HOR 1:500, VERT 1:100

EXISTING

GROUND

ELEVATION

ELEVATION

CHAINAGE

65m

DATUM ELEV.

70m

75m

80m

85m

LANE MARKING (WHITE)

LANE MARKING (YELLOW)


TTC TRACK CL (EASTBOUND)

TTC TRACK CL (WESTBOUND)

FROM MH324-025-1 TO MH324-024-1

TOP E

L. 80.85

MH324-0

25-1

TOP E

L. 81.17

MH324-0

24-1

INVERT


SANITARY SEWERCENTRE LINE OF EXISTINGEXISTING GROUND ALONG

RO

AD

SA

ND B

EA

CH

SANITARY SEWER762mm



AND 762mm CLAY TILE SANITARY SEWER UTILIZING CIPP LINING.1. REHABILITATE THE EXISTING 305mm VITRIFIED CLAY

NOTES:

TRUNK SEWER @ 0.14%141.35m - 762mm DIA. CLAY TILE SANITARY

172.9m - 762mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.07%63.6m - 305mm DIA. V.C. SANITARY TRUNK SEWER @ 0.53%

JULY 22, 2015

I

I

A

C

C

C

C

ISSUED FOR TENDER


AV

EN

UE

DWIG

HT

ALBA

NI STR

EET

MURRIE

STRE

ET

STRE

ETBURMING

HAM

BOUL

EVAR

DMA

PLE

MILES RO

AD

STREETS

YMONS

QU

EE

NS

AV

E

AVENUEALLEN

MIMICO AV

ENUE

AVENUEPR

IMROSE

AVENUE

SUPERIOR

AVENUE

SUPERIOR

SYMO

NS S

TREET

LAKE

CRES

ELMA

STRE

ET

STRU

THER

S ST

REET

LAKE

CRES

STRU

THER

S ST

REET

EAS

TB

OU

RN

E

CR

ES

DA

RT

MO

UT

H

CR

AV

EN

UE

DWIG

HT

AV

EN

UE

DWIG

HT

SE

CO

ND

ST

THIR

D

ST

RE

ET

FO

UR

TH S

TR

EE

T

FIF

TH S

TR

EE

T

SIX

TH S

TR

EE

T

SE

CO

ND

ST

THIR

D

ST

BLVDS

HOREL

AKE

BLVDS

HOREL

AKE

STRE

ETBURMING

HAM

STREETS

YMONS

AVENUEM

IMICO

AVENUEH

ILLSID

E

AVENUEH

ILLSID

E

STANLE

YAVENU

E

CAVELL AV

ENUE

NORRIS CRES

DOUGLAS BLVD

SUMMERHILL RD

QU

EE

NS

AV

E

WH

EA

TFIE

LD

RD

CE

NT

RA

L S

TR

EE

T

GE

OR

GE S

TR

EE

T

RO

YA

L

YO

RK

RO

AD

RO

YA

L

YO

RK

RO

AD

GE

OR

GE S

TR

EE

T

ELIZ

AB

ET

H S

TR

EE

T

ST

ATIO

N

RD

ST

ATIO

N

RD

FIR

ST

ST

SA

ND

BE

AC

H

RD

RO

YA

L

YO

RK

RO

AD

BLVD

ISLAND VIEW

CRESL

AKE

EDYTH COURT

RO

AD

WH

EA

TFIE

LD

N

BLVD W.

LAKE

SHOR

E

BO

ULE

VA

RD

W.

LA

KE S

HO

RE

HEMAN S

TREET

HW

HW

HW

HW

HW

HW

HW

HW

HW

2642

2644

7

14

12

10

11

13

17

PARKING

TREED AREA

TREED AREA

020680615

E115

2687

26862682

26852679

2677

2675 2667

2680 2678

2676

2674

26722670

2663

26662660

6

26492647

5

2

2656

2654

2652

26502648

2643

2645

8

6

4

15+00

15+25

15+50

15+75

16+00

16+25

16+50

16+75

17+00

17+25 17+50

*

*

HW

N77.8

2

S77.8

2

S77.5

8N

77.5

9

E78.1

2W

78.5

0

81.2

4

81.2

3

81.2

1

81.3

1

81.3

6

81.0

2

80.7

8

80.6

4

80.5

2

80.5

0

80.5

1

80.5

9

80.6

9

15

+00.0

0

15

+25.0

0

15

+50.0

0

15

+75.0

0

16

+00.0

0

16

+06.2

1

16

+25.0

0

16

+50.0

0

16

+75.0

0

17

+00.0

0

17

+07.6

2

17

+10.5

0

17

+25.0

0

17

+50.0

0

81.3

1

E78.3

6

N77.4

1S77.5

6

MATC

HLIN

E S

EE D

WG C

4

MATC

HLIN

E S

EE D

WG C

2


RO

YAL Y

OR

K R

OA

D

RO

YAL Y

OR

K R

OA

D

J.V. 15ECS-LU-06TT

1 07-22-2015

PLAN AND PROFILE

1058-2013-19-6 C3

M.B.

N



METRIC

150mm WATER

600mm STORM SEWER

750mm STORM SEWER

50mm GAS

450mm STORM SEWER

100mm GAS

ROGERS

675mm STORM SEWER

BELL

ROGERS

BELL

150mm WATER

FIBER OPTIC (TELUS)

100mm GAS

100mm GAS

TORONTO HYDRO

BELL

ROGERS

525mm STORM SEWER

FIBER OPTIC (TELUS)

150mm GAS

150mm WATER

300mm WATER

150mm WATER

ROGERS

BELL

300mm WATER

600mm STORM SEWER

ROGERS

BELL

150mm WATER

450mm STORM SEWER

675mm STORM SEWER

BELL

ROGERS

600mm STORM SEWER

150mm WATER

300mm WATER

200mm WATER

150mm WATER

(TELUS)FIBRE OPTICS

100mm GAS

HYDROTORONTO

STORM SEWER300mm



LAKE ONTARIO


REHABILITATION

176°

178°

171°






LEGEND:

ACTIVE CONNECTION


CAPPED CONNECTION

A

I

C

C

C

A

I

CI

I

C

A

A

A A

C

C

A

A

I

C

C

AI

CC

C

C

C

C

C

C

A

CC

A

I

C

I

I

I

I

A

LAKE SHORE BOULEVARD W

JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

HOR 1:500, VERT 1:100

EXISTING

GROUND

ELEVATION

ELEVATION

CHAINAGE

65m

DATUM ELEV.

70m

75m

80m

85m







FROM MH324-023-1 TO MH324-021-1

INVERT


(DETAIL ON SHEET C17)MH324-023-1

SEWER250mm SANITARY

STORM SEWER525mm

TRUNK SEWER915mm SANITARY

ON SHEET C17)(DETAIL MH324-022-1

(DETAIL ON SHEET C16)MH324-021-1


DWG C20SEE DETAIL

SANITARY TRUNK SEWER @ 0.02%102.20m - 915mm DIA. CLAY TILE


101.4m - 762mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.14% 141.35m - 762mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.11%

TOP E

L. 81.31

MH324-0

23-1

TOP E

L. 80.50

MH324-0

22-1

JULY 22, 2015



TOP E

L. 80.51

MH324-0

21-1


TO SINGLE/PARKING LANE.2. BYPASS PIPE AND ALL EQUIPMENT TO BE RESTRICTED

SANITARY SEWER UTILIZING CIPP LINING.1. REHABILITATE THE EXISTING 762-915mm CLAY TILE

NOTES:

ISSUED FOR TENDER


AV

EN

UE

DWIG

HT

ALBA

NI STR

EET

MURRIE

STRE

ET

STRE

ETBURMING

HAM

BOUL

EVAR

DMA

PLE

MILES RO

AD

STREETS

YMONS

QU

EE

NS

AV

E

AVENUEALLEN

MIMICO AV

ENUE

AVENUEPR

IMROSE

AVENUE

SUPERIOR

AVENUE

SUPERIOR

SYMO

NS S

TREET

LAKE

CRES

ELMA

STRE

ET

STRU

THER

S ST

REET

LAKE

CRES

STRU

THER

S ST

REET

EAS

TB

OU

RN

E

CR

ES

DA

RT

MO

UT

H

CR

AV

EN

UE

DWIG

HT

AV

EN

UE

DWIG

HT

SE

CO

ND

ST

THIR

D

ST

RE

ET

FO

UR

TH S

TR

EE

T

FIF

TH S

TR

EE

T

SIX

TH S

TR

EE

T

SE

CO

ND

ST

THIR

D

ST

BLVDS

HOREL

AKE

BLVDS

HOREL

AKE

STRE

ETBURMING

HAM

STREETS

YMONS

AVENUEM

IMICO

AVENUEH

ILLSID

E

AVENUEH

ILLSID

E

STANLE

YAVENU

E

CAVELL AV

ENUE

NORRIS CRES

DOUGLAS BLVD

SUMMERHILL RD

QU

EE

NS

AV

E

WH

EA

TFIE

LD

RD

CE

NT

RA

L S

TR

EE

T

GE

OR

GE S

TR

EE

T

RO

YA

L

YO

RK

RO

AD

RO

YA

L

YO

RK

RO

AD

GE

OR

GE S

TR

EE

T

ELIZ

AB

ET

H S

TR

EE

T

ST

ATIO

N

RD

ST

ATIO

N

RD

FIR

ST

ST

SA

ND

BE

AC

H

RD

RO

YA

L

YO

RK

RO

AD

BLVD

ISLAND VIEW

CRESL

AKE

EDYTH COURT

RO

AD

WH

EA

TFIE

LD

N

BLVD W.

LAKE

SHOR

E

BO

ULE

VA

RD

W.

LA

KE S

HO

RE

HEMAN S

TREET

2636

2634

2614

2616

2612

2609

2613

2615

2619

2627

2626

2620

2618

2622

2624

2630

2632

2638

2640

2642

2637

T

T

T

T

T

T

T

T

T

T

T

T

T

TREE

D

ARE

A

TREE

D

ARE

A

E116020680614

020720756

2643

2641

17+50

17+75

18+00

18+25

18+50

18+75

19+00

19+25 19+50 1

9+75 2

0+00

S77.3

9

N77.3

8

S77.1

7

N77.1

7

80.6

9

80.7

2

80.7

7

80.8

3

80.8

9

81.0

0

81.0

9

81.2

3

81.2

5

81.2

8

81.3

8

81.4

6

81.5

9

17

+50.0

0

17

+75.0

0

18

+00.0

0

18

+12.7

0

18

+25.0

0

18

+50.0

0

18

+75.0

0

19

+00.0

0

19

+25.0

0

19

+31.1

8

19

+50.0

0

19

+75.0

0

20

+00.0

0

MATC

HLIN

E S

EE D

WG C

5

MATC

HLIN

E S

EE D

WG C

3 BH6



J.V. 15ECS-LU-06TT

1 07-22-2015

PLAN AND PROFILE

1058-2013-19-7 C4

M.B.

N



METRIC

150mm WATER

300mm STORM SEWER

300mm WATER

ROGERS

450mm STORM SEWER

150mm WATER

100mm GAS

TORONTO HYDRO

TORONTO HYDRO

ROGERS

100mm GAS

150mm WATER

300mm WATER

250mm STORM SEWER

150mm WATER



LAKE ONTARIO


REHABILITATION

165° 165°


A

I

I

A

II

I

I

A

I

I

LEGEND:

ACTIVE CONNECTION


CAPPED CONNECTION

A

I

C

C

C

C

C

AAI

C

AI

C

A

A

C

A

I

I

A

AI

C

A

C

A

C

C

BOULEVARD WLAKE SHORE

BH6

ASPHALTCONCRETEFILL

FILL

WEATHERED SHALE


SHEET C12)(DETAILS ON MH324-019-1

JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

HOR 1:500, VERT 1:100

EXISTING

GROUND

ELEVATION

ELEVATION

CHAINAGE

65m

DATUM ELEV.

70m

75m

80m

85m









INVERT

FROM MH324-020-1 TO MH324-019-1

TOP E

L. 80.83

MH324-0

20-1

TOP E

L. 81.28

MH324-0

19-1



SANITARY SEWER UTILIZING CIPP LINING.1. REHABILITATE THE EXISTING 915mm CLAY TILE

NOTES:

115.4m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.10%118.5m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.18% 102.20m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.02%

JULY 22, 2015

ISSUED FOR TENDER


AV

EN

UE

DWIG

HT

ALBA

NI STR

EET

MURRIE

STRE

ET

STRE

ETBURMING

HAM

BOUL

EVAR

DMA

PLE

MILES RO

AD

STREETS

YMONS

QU

EE

NS

AV

E

AVENUEALLEN

MIMICO AV

ENUE

AVENUEPR

IMROSE

AVENUE

SUPERIOR

AVENUE

SUPERIOR

SYMO

NS S

TREET

LAKE

CRES

ELMA

STRE

ET

STRU

THER

S ST

REET

LAKE

CRES

STRU

THER

S ST

REET

EAS

TB

OU

RN

E

CR

ES

DA

RT

MO

UT

H

CR

AV

EN

UE

DWIG

HT

AV

EN

UE

DWIG

HT

SE

CO

ND

ST

THIR

D

ST

RE

ET

FO

UR

TH S

TR

EE

T

FIF

TH S

TR

EE

T

SIX

TH S

TR

EE

T

SE

CO

ND

ST

THIR

D

ST

BLVDS

HOREL

AKE

BLVDS

HOREL

AKE

STRE

ETBURMING

HAM

STREETS

YMONS

AVENUEM

IMICO

AVENUEH

ILLSID

E

AVENUEH

ILLSID

E

STANLE

YAVENU

E

CAVELL AV

ENUE

NORRIS CRES

DOUGLAS BLVD

SUMMERHILL RD

QU

EE

NS

AV

E

WH

EA

TFIE

LD

RD

CE

NT

RA

L S

TR

EE

T

GE

OR

GE S

TR

EE

T

RO

YA

L

YO

RK

RO

AD

RO

YA

L

YO

RK

RO

AD

GE

OR

GE S

TR

EE

T

ELIZ

AB

ET

H S

TR

EE

T

ST

ATIO

N

RD

ST

ATIO

N

RD

FIR

ST

ST

SA

ND

BE

AC

H

RD

RO

YA

L

YO

RK

RO

AD

BLVD

ISLAND VIEW

CRESL

AKE

EDYTH COURT

RO

AD

WH

EA

TFIE

LD

N

BLVD W.

LAKE

SHOR

E

BO

ULE

VA

RD

W.

LA

KE S

HO

RE

HEMAN S

TREET

2577

2581X

2580

2582

2610

A

2612

2610

2606

2604

2608

2602

2600

2597

2609

2607

2603

2595

2598

2596

2594

2591

2585

2588

2586

2584

2583

T

T

T

T

T

T

T

T

T

T

T

T

T

T

LS

LS

LS

LS

LS

LS

LS

LS

TR

EE

D

AR

EA

E116

020810129

020680613

020720755

20+00

20+25

20+50

20+75

21+00

21+25

21+50

21+75 22+00 22+25 22+50

*

#

S77.0

6

N77.0

5

S76.9

0

N76.8

9

81.5

9

81.6

0

81.6

0

81.5

3

81.4

5

81.2

8

81.0

0

81.0

8

81.1

3

81.1

8

81.3

4

81.4

7

20

+00.0

0

20

+25.0

0

20

+46.6

3

20

+50.0

0

20

+75.0

0

21+

00.0

0

21+

25.0

0

21+

50.0

0

21+

61.0

8

21+

75.0

0

22

+00.0

0

22

+25.0

0

22

+50.0

0

81.6

5

E77.2

6W

77.3

4

MATC

HLIN

E S

EE D

WG C

6

MATC

HLIN

E S

EE D

WG C

4

BH4



LA

KE C

RES

CE

NT

LAKE C

RESCENT

J.V. 15ECS-LU-06TT

1 07-22-2015

PLAN AND PROFILE

1058-2013-19-8 C5

M.B.

N



METRIC

150mm WATER

300mm WATER

150mm WATER

675mm STORM SEWER

50mm GAS

150mm WATER

250mm STORM SEWER

300mm WATER

ROGERS

150mm WATER

ROGERS

300mm WATER

150mm WATER

100mm GAS

TORONTO HYDRO

TORONTO HYDRO

FIBRE OPTIC (TELUS)

675mm STORM SEWER

50mm GAS

150mm WATER

100mm GAS

TORONTO HYDRO

TORONTO HYDRO

BELL

TORONTO HYDRO

100mm GAS

150mm WATER

ROGERS



LAKE ONTARIO


REHABILITATION

173° 169°





LEGEND:

ACTIVE CONNECTION


CAPPED CONNECTION

A

I

C

C

CC

C

AA

CC

C

C

AC

CAC

AC

A

C

C

C

C

A

A

CC

C

A C

CA

C

C

C

C

A

C

C



BH4

ASPHALT

FILL

LEAN CLAY

WEATHERED SHALE

MH324-018-1 (DETAILS ON SHEET C12)MH324-017-1 (DETAILS ON SHEET C12)

JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

HOR 1:500, VERT 1:100

EXISTING

GROUND

ELEVATION

ELEVATION

CHAINAGE

65m

DATUM ELEV.

70m

75m

80m

85m







FROM MH324-018-1 TO MH324-017-1

INVERT

TOP E

L. 81.65

MH324-0

18-1

TOP E

L. 81.08

MH324-0

17-1





NOTES:

146.10 - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.10%114.5m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.13% 115.4m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.18%

JULY 22, 2015

ISSUED FOR TENDER


AV

EN

UE

DWIG

HT

ALBA

NI STR

EET

MURRIE

STRE

ET

STRE

ETBURMING

HAM

BOUL

EVAR

DMA

PLE

MILES RO

AD

STREETS

YMONS

QU

EE

NS

AV

E

AVENUEALLEN

MIMICO AV

ENUE

AVENUEPR

IMROSE

AVENUE

SUPERIOR

AVENUE

SUPERIOR

SYMO

NS S

TREET

LAKE

CRES

ELMA

STRE

ET

STRU

THER

S ST

REET

LAKE

CRES

STRU

THER

S ST

REET

EAS

TB

OU

RN

E

CR

ES

DA

RT

MO

UT

H

CR

AV

EN

UE

DWIG

HT

AV

EN

UE

DWIG

HT

SE

CO

ND

ST

THIR

D

ST

RE

ET

FO

UR

TH S

TR

EE

T

FIF

TH S

TR

EE

T

SIX

TH S

TR

EE

T

SE

CO

ND

ST

THIR

D

ST

BLVDS

HOREL

AKE

BLVDS

HOREL

AKE

STRE

ETBURMING

HAM

STREETS

YMONS

AVENUEM

IMICO

AVENUEH

ILLSID

E

AVENUEH

ILLSID

E

STANLE

YAVENU

E

CAVELL AV

ENUE

NORRIS CRES

DOUGLAS BLVD

SUMMERHILL RD

QU

EE

NS

AV

E

WH

EA

TFIE

LD

RD

CE

NT

RA

L S

TR

EE

T

GE

OR

GE S

TR

EE

T

RO

YA

L

YO

RK

RO

AD

RO

YA

L

YO

RK

RO

AD

GE

OR

GE S

TR

EE

T

ELIZ

AB

ET

H S

TR

EE

T

ST

ATIO

N

RD

ST

ATIO

N

RD

FIR

ST

ST

SA

ND

BE

AC

H

RD

RO

YA

L

YO

RK

RO

AD

BLVD

ISLAND VIEW

CRESL

AKE

EDYTH COURT

RO

AD

WH

EA

TFIE

LD

N

BLVD W.

LAKE

SHOR

E

BO

ULE

VA

RD

W.

LA

KE S

HO

RE

HEMAN S

TREET

HW

2555

6

8

10

20

18

2545

2543

25542

556

2560

2558

42

2563

2561

2562

11

9

5

2564

2566

2570

2574

2572

2571

2567

2577

2575

2573

2578

2576

2565

T

T

T

TT

T

T

T

T

LS

LS

LS

LS

LSLS

LS

LS

LS LS

TR

EE

D

AR

EA

TR

EE

D

AR

EA

TR

EE

D

AR

EA

TR

EE

D

AR

EA

020700084020810126020680613

22+50

22+75

23+00

23+25

23+50

23+75

24+00

24+25

24+50

24+75

25+00

WV

WV#

WV

MHBELL

GV

S76.7

5

N76.7

5

S76.7

3

N76.7

2

S76.6

6N

76.6

6

S76.6

0

N76.6

0

S76.5

8

N76.5

8

81.4

7

81.5

2

81.4

4

81.5

0

81.3

6

81.2

5

81.2

8

81.1

8

81.2

3

81.2

5

81.4

0

81.6

5

81.8

0

81.9

7

82.0

3

82.3

7

22

+50.0

0

22

+75.0

0

23

+00.0

0

23

+07.1

9

23

+25.0

0

23

+41.3

4

23

+50.0

0

23

+75.0

0

23

+97.4

2

24

+00.0

0

24

+25.0

0

24

+50.0

0

24

+62.1

0

24

+75.0

0

24

+79.1

0

25

+00.0

0

E77.3

2W

77.4

1

E78.3

9W

77.4

0

E77.3

9

E77.5

1

MATC

HLIN

E S

EE D

WG C

7

MATC

HLIN

E S

EE D

WG C

5






SY

MO

NS S

TREET

MIL

ES R

OA

D

J.V. 15ECS-LU-06TT

1 07-22-2015

PLAN AND PROFILE

1058-2013-19-9 C6

M.B.

N



METRIC

150mm WATER

TORONTO HYDRO

1350mm STORM SEWER

TORONTO HYDRO

150mm WATER

300mm WATER

STORM SEWER (NO FLOW)

BELL

ROGERS

100mm GAS

375mm STORM SEWER

UNKNOWN UTILITY

ROGERS

150mm WATER

100mm GAS

GAS

300mm WATER

ROGERS

32mm GAS

150mm GAS

100mm GAS

TORONTO HYDRO

150mm WATER

300mm WATER

BELL

ROGERS

150mm WATER

BELL

150mm WATER

GAS

300mm WATER

ROGERS

150mm WATER

STORM SEWER (NO FLOW)

BELL

32mm GAS

ROGERS

100mm GAS

BELL

150mm WATER

TORONTO HYDRO

1350mm STORM SEWER

TORONTO HYDRO

100mm GAS150mm WATER

300mm WATER

ROGERS



LAKE ONTARIO


REHABILITATION

179°181°

181°

179°178°








300mm STORM SEWER


LEGEND:

ACTIVE CONNECTION


CAPPED CONNECTION

A

I

C

A I

C

C A

C

C A

C

C

A

CA

C

C

A

C

C

C

C C

C

C

C

C

A

C





MH324-015A-1 (DETAILS ON SHEET C15)

SHEET C14)(DETAILS ON MH324-014A-1

JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

HOR 1:500, VERT 1:100

EXISTING

GROUND

ELEVATION

ELEVATION

CHAINAGE

65m

DATUM ELEV.

70m

75m

80m

85m




(EASTBOUND)TTC TRACK CL

(WHITE)LANE MARKING

INVERT


FROM MH324-016-1 TO MH324-014A-1

TOP E

L. 81.50

MH324-0

16-1

TOP E

L.81.25

MH324-0

15-1

TOP E

L. 81.80

MH324-0

14-1

TRUNK SEWER @ 0.10% CLAY TILE SANITARY 70.3m - 915mm DIA.

TRUNK SEWER @ 0.10% CLAY TILE SANITARY 17.0m - 915mm DIA.

64.7m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.10% 56.1m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.10% TRUNK SEWER @ 0.09%34.2m - 915mm DIA. CLAY TILE SANITARY

146.10m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 0.10%

120.8m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER TRUNK SEWER 87.3m- 915mm DIA. CLAY TILE SANITARY

JULY 22, 2015



UNKNOWN SANITARY SEWER

SEWER203mm SANITARY

SEE NOTE 4

(SEE N

OTE 5)

TOP E

L. 81.23

MH324-0

15A-1

(SEE N

OTE 5)

TOP E

L. 82.03

MH324-0

14A-1

5. NO FULL ACCESS TO TRUNK FROM MH324-15A-1 AND MH324-14A-1

MAINTAIN TIME OR SPACE SEPERATION. BE REPLACED IN 2015-2016. COORDINATE CONSTRUCTION TO4. EXISTING WATERMAIN ON SYMONS STREET IS PRPOSED TO




NOTES:

TORONTO HYDRO

ISSUED FOR TENDER


AV

EN

UE

DWIG

HT

ALBA

NI STR

EET

MURRIE

STRE

ET

STRE

ETBURMING

HAM

BOUL

EVAR

DMA

PLE

MILES RO

AD

STREETS

YMONS

QU

EE

NS

AV

E

AVENUEALLEN

MIMICO AV

ENUE

AVENUEPR

IMROSE

AVENUE

SUPERIOR

AVENUE

SUPERIOR

SYMO

NS S

TREET

LAKE

CRES

ELMA

STRE

ET

STRU

THER

S ST

REET

LAKE

CRES

STRU

THER

S ST

REET

EAS

TB

OU

RN

E

CR

ES

DA

RT

MO

UT

H

CR

AV

EN

UE

DWIG

HT

AV

EN

UE

DWIG

HT

SE

CO

ND

ST

THIR

D

ST

RE

ET

FO

UR

TH S

TR

EE

T

FIF

TH S

TR

EE

T

SIX

TH S

TR

EE

T

SE

CO

ND

ST

THIR

D

ST

BLVDS

HOREL

AKE

BLVDS

HOREL

AKE

STRE

ETBURMING

HAM

STREETS

YMONS

AVENUEM

IMICO

AVENUEH

ILLSID

E

AVENUEH

ILLSID

E

STANLE

YAVENU

E

CAVELL AV

ENUE

NORRIS CRES

DOUGLAS BLVD

SUMMERHILL RD

QU

EE

NS

AV

E

WH

EA

TFIE

LD

RD

CE

NT

RA

L S

TR

EE

T

GE

OR

GE S

TR

EE

T

RO

YA

L

YO

RK

RO

AD

RO

YA

L

YO

RK

RO

AD

GE

OR

GE S

TR

EE

T

ELIZ

AB

ET

H S

TR

EE

T

ST

ATIO

N

RD

ST

ATIO

N

RD

FIR

ST

ST

SA

ND

BE

AC

H

RD

RO

YA

L

YO

RK

RO

AD

BLVD

ISLAND VIEW

CRESL

AKE

EDYTH COURT

RO

AD

WH

EA

TFIE

LD

N

BLVD W.

LAKE

SHOR

E

BO

ULE

VA

RD

W.

LA

KE S

HO

RE

HEMAN S

TREET

HW

HW

HW

HW

2517

42

20

2519

2521

2515

2524 2

522

2518

2516

25202532

2536

2500

2502

2510

25122

514

2506

2508

2504

2501

2513

2507

2499

2546

T

T

TT

T

T

T

T

T

TT

T

T

T

LS

LS LS

LS

LS

LS

LS

LSLS

LS

LS

LS

LS

LS

LS

LS

LS

LS

FP

LS PARKING

PARKING

TR

EE

D

AR

EA

TR

EE

D

AR

EA

TR

EE

D

AR

EA

E118

020680612

020810120

25+00

25+25

25+50

25+75

26+00

26+25

26+50

26+75

27+00

27+25

27+50

WV

WV

WV

# *#

HW

HW

HW

HW

HW

S76.5

1

N76.5

1

S76.4

6

N76.4

6

S76.4

4

N76.4

4

S76.4

1

N76.3

9

S76.3

9

N76.3

9

S76.3

2

N76.3

2

82.3

7

82.5

7

82.7

3

82.6

3

82.5

1

82.5

0

82.3

3

82.2

9

81.9

2

81.7

5

81.4

581.4

3

80.9

0

80.4

7

80.3

1

80.1

5

25

+00.0

0

25

+25.0

0

25

+49.4

225

+50.0

0

25

+75.0

0

25

+88.7

2

26

+00.0

0

26

+03.4

2

26

+19.3

9

26

+25.0

0

26

+50.0

0

26

+59.7

8

26

+73.8

326

+75.0

0

27

+00.0

0

27

+25.0

0

27

+36.5

9

27

+50.0

0

S76.4

7

N76.4

7

82.7

3

E77.0

0

E78.9

8

82.3

3

E76.9

0W

77.0

5

E78.8

5

W78.7

0

E78.5

0

E76.8

7W

77.6

0

MATC

HLIN

E S

EE D

WG C

8

MATC

HLIN

E S

EE D

WG C

6






BH3

QUEE

NS AV

ENUE

DO

UG

LAS B

OU

LE

VA

RD

NO

RRIS C

RES

CE

NT

HIL

LSID

E A

VE

NU

E


RO

AD

SU

MM

ER

HIL

L

J.V. 15ECS-LU-06TT

1 07-22-2015

PLAN AND PROFILE

1058-2013-19-10 C7

M.B.

N



METRIC

ROGERS

TORONTO HYDRO

50mm GAS

200mm WATER

BELL

BELL

150mm WATER

TORONTO HYDRO

ROGERS

WATER

ROGERS

TORONTO HYDRO

150mm WATER

TORONTO HYDRO

50mm GAS

BELL

ROGERSABANDONED WATER

3600 x 2400mm STORM SEWER

WATER

100mm GAS

GAS

BELL

ROGERS

150mm WATER

BELL

GAS

300mm WATER

ROGERS

300mm STORM SEWER

150mm WATER

150mm GAS

100mm GAS

WATER

3600 x 2400mm STORM SEWER

150mm WATER

150mm GAS

ROGERS

150mm WATER

TORONTO HYDRO

250mm STORM SEWER

150mm GAS

BELL

TORONTO HYDRO

250mm STORM SEWER

300mm WATER

150mm WATER

150mm GAS

50mm GAS

ROGERS

WATERABANDONED

LAKE ONTARIO


REHABILITATION

180° 179°

176°

177°182° 179° 181°



ABANDONED SANITARY SEWER



LEGEND:

ACTIVE CONNECTION


CAPPED CONNECTION

A

I

C

A

C

A

A

C

C

C

C

A

C

C

A

C C

C C

A

C C

AC

C

C

C

A

C IC

A


BH3


ASPHALTFILL

LEAN CLAY

SEWERSANITARY250mm

SEWERSANITARY250mm


SEWERSANITARY 250mm

SEWERSANITARY357mm


SHEET C13)(DETAILS ONMH324-010-1



(DETAILS ON SHEET C13)MH324-008-1


SHEET C12)(DETAILS ON MH324-007-1

JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

HOR 1:500, VERT 1:100

EXISTING

GROUND

ELEVATION

ELEVATION

CHAINAGE

65m

DATUM ELEV.

70m

75m

80m

85m

SEWERSANITARY250mm






FROM MH324-013-1 TO MH324-007-1

INVERT

150mm GAS

TOP E

L. 82.73

MH324-0

13-1


TOP E

L. 80.31

MH324-0

07-1

ALL SERVICE CONNECTIONSINSTALL TOP HATS ON



87.3m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER 187.3m- 915mm DIA. CLAY TILE SANITARY TRUNK SEWER

JULY 22, 2015

LINER @ 0.11%WITH EXISTING CIPPSANITARY TRUNK SEWER 95.3m - 915mm DIA. CLAY TILE






TRUNK SEWER @ 0.09%39.30 - 915mm DIA. CLAY TILE SANITARY


SHALEWEATHERED


(SEE N

OTE 4)

TOP E

L. 82.51

MH324-0

12-1

(SEE N

OTE 4)

TOP E

L. 82.33

MH324-0

11-1

(SEE N

OTE 4)

TOP E

L. 82.33

MH324-0

10-1

(SEE N

OTE 4)

TOP E

L. 81.75

MH324-0

09-1

(SEE N

OTE 4)

TOP E

L. 81.45

MH324-0

08-1

4. NO FULL ACCESS TO TRUNK FROM MH324-012-1 TO MH324-008-1




NOTES:

ISSUED FOR TENDER


AV

EN

UE

DWIG

HT

ALBA

NI STR

EET

MURRIE

STRE

ET

STRE

ETBURMING

HAM

BOUL

EVAR

DMA

PLE

MILES RO

AD

STREETS

YMONS

QU

EE

NS

AV

E

AVENUEALLEN

MIMICO AV

ENUE

AVENUEPR

IMROSE

AVENUE

SUPERIOR

AVENUE

SUPERIOR

SYMO

NS S

TREET

LAKE

CRES

ELMA

STRE

ET

STRU

THER

S ST

REET

LAKE

CRES

STRU

THER

S ST

REET

EAS

TB

OU

RN

E

CR

ES

DA

RT

MO

UT

H

CR

AV

EN

UE

DWIG

HT

AV

EN

UE

DWIG

HT

SE

CO

ND

ST

THIR

D

ST

RE

ET

FO

UR

TH S

TR

EE

T

FIF

TH S

TR

EE

T

SIX

TH S

TR

EE

T

SE

CO

ND

ST

THIR

D

ST

BLVDS

HOREL

AKE

BLVDS

HOREL

AKE

STRE

ETBURMING

HAM

STREETS

YMONS

AVENUEM

IMICO

AVENUEH

ILLSID

E

AVENUEH

ILLSID

E

STANLE

YAVENU

E

CAVELL AV

ENUE

NORRIS CRES

DOUGLAS BLVD

SUMMERHILL RD

QU

EE

NS

AV

E

WH

EA

TFIE

LD

RD

CE

NT

RA

L S

TR

EE

T

GE

OR

GE S

TR

EE

T

RO

YA

L

YO

RK

RO

AD

RO

YA

L

YO

RK

RO

AD

GE

OR

GE S

TR

EE

T

ELIZ

AB

ET

H S

TR

EE

T

ST

ATIO

N

RD

ST

ATIO

N

RD

FIR

ST

ST

SA

ND

BE

AC

H

RD

RO

YA

L

YO

RK

RO

AD

BLVD

ISLAND VIEW

CRESL

AKE

EDYTH COURT

RO

AD

WH

EA

TFIE

LD

N

BLVD W.

LAKE

SHOR

E

BO

ULE

VA

RD

W.

LA

KE S

HO

RE

HEMAN S

TREET

HW

HW

HW

1

2441

2435-2437

2435

2415

2413

4A

2432

1

2428

2424-2426

2420-2422

2434-2436

2430

2430-2432

2438

2448

2444-2446

2442

6

4

6A

1

2492249424

962498

2500

2499

2497

2491

2485-2489

2483

2472

2480

2454

2458

2456

2449-2481

2457

2455

2445

2427

2423-2425

2409-2411

2407

2405

2413

R

T

T

T

T

T

T

T

T

LS

LS LS

LS

LS

LS

LS

LS

LS

LS

LS LS

LS

LS LS

PARKING

PARKING

PARKING

PARKING

PARKING

PARKING

TR

EE

D

AR

EA

PA

RKIN

G

PA

RKIN

G

02068610R

020700085

020680610

27+50 27+75 28+00 28+25

28+50

28+75

29+00

29+25

29+50

29+75

30+00

*

HW

S76.2

2

N76.2

1

S74.5

0

N74.5

0

S74.2

2

N74.2

1

80.1

5

79.8

9

79.7

2

79.5

2

79.4

6

79.1

9

78.7

0

78.2

0

77.4

0

77.3

1

77.2

9

77.3

5

27

+50.0

0

27

+75.0

0

28

+00.0

0

28

+25.0

0

28

+31.8

8

28

+50.0

0

28

+75.0

0

29

+00.0

0

29

+25.0

0

29

+35.9

7

29

+50.0

0

29

+62.4

3

29

+75.0

0

30

+00.0

0

77.5

9

77.7

6

W75.6

5

W74.7

5

MATC

HLIN

E S

EE D

WG C

7

MATC

HLIN

E S

EE D

WG C

9





ALLEN A

VEN

UE

MIMIC

O A

VENUE

PRIM

ROSE A

VE

NU

E

J.V. 15ECS-LU-06TT

1 07-22-2015

PLAN AND PROFILE

1058-2013-19-11 C8

M.B.

N



METRIC

TORONTO HYDRO

ABANDONED GAS

150mm WATER

150mm GAS

250mm STORM SEWER

32mm GAS

BELL

UNKNOWN UTILITY

300mm STORM SEWER

150mm WATER

ABANDONED GAS

150mm WATER

TORONTO HYDRO

150mm GAS

300mm STORM SEWER

ROGERS

300mm WATER

600mm STORM SEWER50mm GAS

ROGERS

ABANDONED GAS

150mm WATER

TORONTO HYDRO

750mm STORM SEWER

FIBRE OPTIC (ROGERS)

BELL

150mm GAS

375mm STORM SEWER

150mm WATER

300mm WATER

150mm WATER

300mm STORM SEWER

32mm GAS

BELL

ROGERS

TORONTO HYDRO

150mm WATER

BELL

ROGERS

300mm STORM SEWER

150mm WATER

BELL

ROGERS

TORONTO HYDRO

50mm GAS

250mm STORM SEWER

300mm WATER

ROGERS

LAKE ONTARIO


REHABILITATION

194° 181°

180°







LEGEND:

ACTIVE CONNECTION


CAPPED CONNECTION

A

I

C

A

A AA

A

A

A

A

A

A

A

A

A

A

C

C

CAAI

C

IC

C

C

A

C

A

CC

I

C A

C

A

C

C

C A

C

C

C C

C

30+00






JOHN KELLY, P. ENG.

DIRECTOR,


DIRECTOR,



DIRECTOR,

OPERATIONAL SUPPORT




DESIGN:

DATE:

SCALE:

DRAFTING: CHECK:

DRAWING

NUMBER:


Water

HOR 1:500, VERT 1:100

EXISTING

GROUND

ELEVATION

ELEVATION

CHAINAGE

65m

DATUM ELEV.

70m

75m

80m

85m


TTC TRACK (EASTBOUND)


TTC TRACK (WESTBOUND)


INVERT

FROM MH324-006-1 TO MH324-004-1


TOP E

L. 79.46

MH324-0

06-1

TOP E

L. 77.59

MH324-0

05-1

TOP E

L. 77.31

MH324-0

04-1



INSTALL TOP HATS ON ALL SERVICE CONNECTIONS




NOTES:



104.1m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER @ 1.64% WITH EXISTING CIPP LINER @ 0.11%95.3m - 915mm DIA. CLAY TILE SANITARY TRUNK SEWER

JULY 22, 2015

ISSUED FOR TENDER


AV

EN

UE

DWIG

HT

ALBA

NI STR

EET

MURRIE

STRE

ET

STRE

ETBURMING

HAM

BOUL

EVAR

DMA

PLE

MILES RO

AD

STREETS

YMONS

QU

EE

NS

AV

E

AVENUEALLEN

MIMICO AV

ENUE

AVENUEPR

IMROSE

AVENUE

SUPERIOR

AVENUE

SUPERIOR

SYMO

NS S

TREET

LAKE

CRES

ELMA

STRE

ET

STRU

THER

S ST

REET

LAKE

CRES

STRU

THER

S ST

REET

EAS

TB

OU

RN

E

CR

ES

DA

RT

MO

UT

H

CR

AV

EN

UE

DWIG

HT

AV

EN

UE

DWIG

HT

SE

CO

ND

ST

THIR

D

ST

RE

ET

FO

UR

TH S

TR

EE

T

FIF

TH S

TR

EE

T

SIX

TH S

TR

EE

T

SE

CO

ND

ST

THIR

D

ST

BLVDS

HOREL

AKE

BLVDS

HOREL

AKE

STRE

ETBURMING

HAM

STREETS

YMONS

AVENUEM

IMICO

AVENUEH

ILLSID

E

AVENUEH

ILLSID

E

STANLE

YAVENU

E

CAVELL AV

ENUE

NORRIS CRES

DOUGLAS BLVD

SUMMERHILL RD

QU

EE

NS

AV

E

WH

EA

TFIE

LD

RD

CE

NT

RA

L S

TR

EE

T

GE

OR

GE S

TR

EE

T

RO

YA

L

YO

RK

RO

AD

RO

YA

L

YO

RK

RO

AD

GE

OR

GE S

TR

EE

T

ELIZ

AB

ET

H S

TR

EE

T

ST

ATIO

N

RD

ST

ATIO

N

RD

FIR

ST

ST

SA

ND

BE

AC

H

RD

RO

YA

L

YO

RK

RO

AD

BLVD

ISLAND VIEW

CRESL

AKE

EDYTH COURT

RO

AD

WH

EA

TFIE

LD

N

BLVD W.

LAKE

SHOR

E

BO

ULE

VA

RD

W.

LA

KE S

HO

RE

HEMAN S

TREET

2389-2391

9

11

2404-2406

2408

2412

2410

241624

18

2428

2424-2426

2420-2422

2403

2405

2401 2399

2389

A-2391A

2389

B-2391B

2392-2398

2388

A-2390

A

2383-2387

2386

A

2388

B-2390

B

2388-2390

2386

LS

LS

LS

LS

LS

LS

LS

LS

LS

PA

RKIN

G

PA

RKIN

G

PA

RKIN

G

PA

RKIN

G

PA

RKIN

G

PA

RKIN

G

PA

RKIN

G

PA

RKIN

G

PARKING

E120

30+0

Documents

Water - Toronto · 1 07-22-2015 1058-2013-19-2 g2 m.b. n l a k e s h o r e b l v d w fourt hst third st seco ndst first st l a k e s h o r e d r sand b each r d dwigh t ave a l b