measurements shown on these plans are in … · measurements shown on these plans metric are in...

MEASUREMENTS SHOWN ON THESE PLANS

METRIC

ARE IN MILLIMETERS UNLESS OTHERWISE NOTED

K.A.

TORONTO WATER METER REPLACEMENT AND UPGRADES

N.K.

G05

DETAILS

16ECS-LU-03TT

308M-2016-6NOV. 2016

11/23/16 K.A.95% DESIGN SUBMISSION

Water

ENGINEERING 1

2 12/09/16 ISSUED FOR TENDER K.A.

JOHN P. KELLY, P. ENG.

Linear Underground Infrastructure

DIRECTOR, DESIGN & CONSTRUCTION

Z.Q.

N.T.S.

No. DATE REVISIONS INITIAL SIGNED

DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:

DRAFTING: CONTRACT No.

WILLIAM FERNANDES, P. ENG.

Water Treatment and Supply

DIRECTOR,

ENGINEERING & CONSTRUCTION SERVICES

RESTORATION DETAILS

3 K.A.ADDENDUM No.502/14/17

3

38

mm

N.T.S.

NOTES:

ACTUAL TRENCH

WIDTH

EXISTING ASPHALT

TRENCH WIDTH

N.T.S.

EX. GRADE

N.T.S.

EX. ASPHALT

TRENCH WIDTH

40mm HL 3

N.T.S.

SUMP PUMP SCHEMATIC

LINK-SEAL & GROUT

WATER CHAMBER WALL

COUPLING

DISCHARGE LINE

63.5mm SCH. 80 PVC

BALL VALVE

63.5mm S.S. FULL PORT

FLEX CHECK VALVE

63.5mm VALMATIC SWING

VALVE CHAMBER

REDUCER

63.5-38mm CONCENTRIC

REINSTATEMENT DETAIL

ASPHALT DRIVEWAY

PLANS FOR DETAILS.SEWER / MH. SEE SITE

(0.4MPa CONCRETE)

UNSHRINKABLE FILL

(0.4MPa CONCRETE)

UNSHRINKABLE FILL

EXISTING (50mm MIN.)

DEPTH TO MATCH

HL 8 HS ASPHALT,

250mm CONCRETE BASE

SEE IC DRAWINGS RE PUMP CONTROLS AND SCHEMATICS

3. 120 VAC, 1 PHASE, 60 Hz

2. RUNNING AND ALARM INDICATOR LIGHTS (WITH PTT)

1. START, STOP PUSHBUTTONS

-CORRESPONDING T.D.H. OF 5.0m

-DESIGN FLOW RATE=2.5L/S WITH A

-SUPPLY MOTOR AND MOTOR PROTECTION DEVICES

PUMP TO BE SUBMERSIBLE WITH IP68 PROTECTION

SUMP PUMP SYSTEM REQUIREMENTS:

300mm LIFTS

PROCTOR DENSITY, IN MIN.

COMPACTED TO 95% STD

SELECT NATIVE BACKFILL,

TRENCH WIDTH

N.T.S.

EX. GRADE


BOULEVARD

N.T.S.

NOTES:

ACTUAL TRENCH

WIDTH

EXISTING ASPHALT

(0.4MPa CONCRETE)

UNSHRINKABLE FILL

FOR CHAMBERS 1, 2, 4, 5, 7, 8, 11, 14,15,16.BOULEVARD REINSTATMENT DETAIL IS APPLCABLE


STATION SITES

GREEN AREAS WITHIN PUMPING

DETAIL IS APPLCABLE FOR CHAMBERS 3,6,9,10GREEN AREAS WITHIN PUMPING STATION SITES REINSTATMENT

NOTES:

NOTES:

FOR CHAMBERS 4 AND 5.

PERMANENT ROAD SURFACE REINSTATEMENT DETAIL IS APPLICABLE

O.D.+600 MAX.

CAUTION TAPE

150

MIN.

EX. GRADEC/L P

VC W

M

BEDDING AND COVER GRANULAR 'A' MATERIAL

VERTICAL SHORING

UNDISTURBED

SEE REINSTATEMENT DETAIL

300 (T

YP)

100% STD PROCTOR DENSITYGROUND COMPACTED TO GRAN 'B' TO UNDISTURBED UNDISTURBED GROUND OR

N.T.S.

TYPICAL PVC PIPE TRENCH

DIAMETERPLANS FOR PVC PIPE. SEE

(0.4MPa CONCRETE)

UNSHRINKABLE FILL

GROUND

(0.4 MPa CONCRETE)

UNSHRINKABLE FILL

SOD

MIN. 300mm TOPSOIL AND SOD

MIN. 300mm TOPSOIL AND

PER TS 4.60.07.04)

(GRINDING AREAS AS

40mm HL 1 ASPHALT

SAW CUT FULL DEPTH

TRENCH IN LOCAL ROADS

PERMANENT ROAD REINSTATEMENT DETAIL FOR

SAW CUT FULL DEPTH

AS PER TS 4.60.07.04)

(GRINDING AREA

40mm HL 3 ASPHALT

(MIN.) OR MATCH EXISTING

150mm HL 8 HS ASPHALT

VERTICAL SHORING

FOR CHAMBERS 2,7,8 AND 16.

PERMANENT ROAD REINSTATEMENT DETAIL IS APPLICABLE

TRENCH IN MAJOR ARTERIAL ROADS

PERMANENT ROAD REINSTATEMENT DETAIL FOR

VERTICAL SHORING VERTICAL SHORING

VERTICAL SHORING

VERTICAL SHORING

OR MATCH EXISTING150mm HL 8 (MIN.)

SAW CUT ASPH.

FULL DEPTH

PAVEMENT TO

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

16ECS-LU-03TTK.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN

ARE IN METERS UNLESS OTHERWISE NOTED


METRIC

1

BA

YVIE

W A

VE.

PROPERTY LINE (TYP.)

CHAMBER No.1 - BAYVIEW PS

8171 BAYVIEW AVE.

CIVIL

N

KEY PLANN.T.S.

ROMFIELD CR.

SYCAMORE RD.

BA

YVIE

W A

VE.

WILLOWBROOK RD.

BAYVIEW PS

HWY 407

EX. CHAIN LINK FENCE

MARKING (TYP.)EX. PAVEMENT

EX. CURB

K.A.

EX. MEDIAN

EX. CURB

100% PRE-DESIGN SUBMISSION03/24/16

EX. O/H UTILITY

LEGEND:

TREE PROTECTION FENCE

3.50m

(UTM COORDINATE SYSTEM)N 4854496.13E 628294.17WTR-PBV-RPU-0001NEW TORONTO RPU PANEL

Water

K.A.07/26/162 50% DESIGN SUBMISSION

(BY OTHERS)FUTURE CURB

EX. CURB

(BY OTHERS)FUTURE CURB

(BY OTHERS)EXPANSION LIMIT FUTURE BUILDING

EX. BUS SHELTER

CONSTRUCTION SEQUENCE:

NOTES:

SILT FENCE

3 09/30/16 70% DESIGN SUBMISSION

ESTABLISHED IN CBCONTROL TO BE SEDIMENTATION EROSION AND

K.A.

WATERMAIN VALVES

LOCATION OF EXISITNG

N.T.S.

ENGINEERING

RPU ENCLOSURECONCRETE PAD FOR NEW 1.2x1.5m

0.30m

CONSTRUCTIONEX. HPT DURING SUPPORT AND PROTECT

PBV-2016-1

C

EXISTING HANDWELL

11/09/164 95% DESIGN SUBMISSION K.A.

NO. NAME SPECIES(CM)DBH CONDITIONS

1.227 8.3

(M)TPZ

28 8.3

GOOD

1.2

29 30.9

GOOD

2.4

30 14.3 1.8

31 14.3 1.8

APPLE

ACER PLATANOIDES

TRIACANTHOSGLEDITSIA

HONEY LOCUSTTRIACANTHOS

GLEDITSIA

APPLE

MALUS SP.

MALUS SP.

GOOD

GOOD

GOOD

No.27

No.28

No.29

No.30

E

(BY OTHERS)PROP. HANDWELL

HONEY LOCUST

MAPLENORWAY

No.31

TREE INVENTORY:

REINSTATEREMOVED AND FENCE TO BE EX. CHAIN LINK

WATER SERVICESUPPORT EX. PROTECT AND

FUTURE SAN (BY OTHERS)

FUTURE SAN MH (BY OTHERS)

EX. STM. SEE NOTE 3DR35 DRAIN. CONNECT TO PROP. 8.0m-150mm PVC

13.3

0m

EX. DUCTPROTECT

5

PROPERTY LINE

NHFS-04 (TYP.)PER YORK REGION DETAIL TREE PROTECTION FENCE AS

V12 CLOSED

V15 CLOSED

V13 CLOSED

V16 OPEN

VENTURI METER (#1)

V10 CLOSED

V8 CLOSED

V7 CLOSED

STATIONPUMPING

TR

UN

K)

(RIC

HM

ON

D HIL

L

1050

mm W

ATE

RM

AIN

PHONE: (905) 830-4444 EXT. 75277.

FOR INSPECTION.

CONTACT YORK REGION NHF PRIOR TO CONSTRUCTION

NOTE: CONTRACTOR TO INSTALL TREE PROTECTION AND

CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING:

STREET).- CITY OF TORONTO WILL ARRANGE FOR CLOSING OF VALVE V6 (JOHN - YORK REGION WILL ARRANGE FOR CLOSING OF VALVES V12 & V13.CELL #1 TO EL. 204.20m (670').OF VALVE V5 BETWEEN RESERVOIR CELLS #1 AND #2 AND EMPTYING - YORK REGION AND CITY OF TORONTO WILL ARRANGE FOR CLOSING - CYCLE ALL VALVES AND WILL HANDLE ALL MOE NOTIFICATIONS.

YORK REGION IS RESPONSIBLE FOR THE FOLLOWING:

GENERAL REQUIREMENTS:

N

BA

YVIE

W A

VE.

THIS SHEET

SEQUENCE NOTES IN

DEWATERING

NOTE: SEE WM

STATIONBAYVIEW PUMPING

ISSUED FOR PUCC REVIEW12/08/16

6 12/09/16 ISSUED FOR TENDER

K.A.

K.A.


DIRECTOR,


Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






SENSING PIPES TO BE REMOVEDALL VENTURI FLOW METER DETAILS.SEE DWG PBV-2016-2 (C02) FOR NEW MAGNETIC FLOW METER.REPLACE EX. VENTURI TUBE WITH

CONDUIT SCHEDULE DETAILS. CONDUIT. REFER TO I&C DWG I06 FOR NEW 2x53mm UNDERGROUND

DETAILS. I06 FOR CONDUIT SCHEDULE CONDUIT. REFER TO I&C DWG NEW 6x53mm UNDERGROUND

I35

I35

7 K.A.

RESTORATION DETAILS REFER TO DWG G05.

CONTROL DETAILS AND NOTES REFER TO DWG G04, FOR PERMANENT

1. FOR GENERAL NOTES REFER TO DWG G03, FOR SEDIMENT AND EROSION

AND PREPARATORY WORKS, CRANE/HOISTS, ETC. PRIOR TO SHUTDOWN.4. TO MINIMIZE SHUT DOWN PERIOD, COMPLETE ALL NECESSARY SETUP

COUPLINGS REQUIRED TO COMPLETE THE WORKS.3. PRE-ORDERING AND STORE ON SITE ALL METER, SPOOL PIECES AND

REPLACED.VALVES, SPOOL PIECES, BOLTS AND COUPLINGS THAT ARE BEING

2. ENTER CHAMBERS TO INVENTORY AND TAKE MEASUREMENTS OF 1. ALL CONFINED SPACE ENTRY AND RESCUE REQUIREMENTS.

PUBLIC TRANSIT NOTE:

ADDENDUM No.5

PERMANENT ASPHALT RESTORATION

CONSTRUCTION AT THIS LOCATION.464-9675, EXT. 75928 FIVE BUSINESS DAYS PRIOR TO COMMENCING THE CONTRACTOR WILL CONTACT RICHARD MONTOYA AT 1 (877) CHAMBER No.1 IS IN THE VICINITY OF AN EXISTING BUS STOP #2808.

7

PERMANENT LANDSCAPE RESTORATION

7

7

REMOVE UPON COMPLETIONPROVIDE TEMPORARY SIDEWALK.

PERMANENT CONC. SIDEWALK RESTORATION

7

OTHERS)HDPE FM (BY FUTURE 50mm

EX. TREE TO BE REMOVED

7

7

02/14/17

4A FOR DETAILS.AND TIGHTEN ALL LEAKS. REFER TO SPECIAL SPECIFICATION CONTRACTOR TO ENSURE WATER TIGHTNESS AND REPAIR CHLORINE SOLUTION AND TORONTO WATER TO FLUSH. METHOD IS NEEDED. SWAB INTERNAL SURFACE WITH 12% DISINFECTION IS NOT REQUIRED, ONLY LOCAL REPAIR CONSTRUCTION SPECIFICATION TS 7.30. FULL MAIN CONDUCTED BY CONTRACTOR AS PER STANDARD FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO BE G.

CURBS, DRIVEWAYS, BOULEVARDS AND SODDED AREAS. WITH TS 4.60.07.04 FOR ALL PAVEMENTS, SIDEWALKS, PERMANENT RESTORATION REQUIRED TO BE ACCORDANCE F.

MEANS BY THE CONTRACTOR. ALL THE FIELD WELDINGS SHALL BE TESTED BY ULTRASONIC E.

EXISTING CHAMBER.INSTALL THE NEW FLOW METER AND PIPING WITHIN THE D.

V12, V13, V15. OPEN POSITION: V16.THE CLOSED POSITION DURING CONNECTION: V7, V8, V10, THE CONTROL VALVES OF THE FOLLOWING CHAMBERS BE IN C.

SHUTDOWN.ON OPERATIONAL CIRCUMSTANCES LEADING UP TO THE RESERVES THE RIGHT TO CHANGE THESE DATES DEPENDING IS AFTER OCTOBER 31 AND BEFORE MAY 1. TORONTO WATER THE TIME FOR A SHUT-DOWN OF THE EXISTING WATERMAIN B.

CONTACT [email protected], AND DRAIN THE EXISTING WATERMAIN. COORDINATE WITH TORONTO WATER TO ISOLATE, A.

EXCAVATION LIMITSAPPROXIMATE

OF BAYVIEW PUMPING STATION UPGRADES PROJECT.

6. CONTRACTOR TO COORDINATE WITH THE YORK REGION CONTRACTOR

CONSTRUCTION.

5. PROTECT ALL EXISTING DUCTWORK, CONDUIT AND CABLES DURING

4. FOR DIRECT BURIED DUCT DETAILS REFER TO TYPICAL DWG I35.

CHAMBER DRAIN TO BE FIELD VERIFIED.

EX. STORM SEWER PRIOR TO CONSTRUCTION. DEPTH AND GRADE OF

3. CONTRACTOR TO VERIFY LOCATION, SIZE, DEPTH AND MATERIAL OF

2. REFER TO I&C DRAWINGS FOR INSTALLATION DETAILS.

7

7

PROP. DUCT BANK (BY OTHERS)

OTHERS)BANK (BY PROP. DUCT

1.5m

EX. BELL

EX. 1050

mm W

M

EX. STM

EX. HP

EX. 3

00m

m DI W

M

EX. 150m

m E

SAC S

AN IN 600m

m S

TEEL S

LEEVE

EX. LP

EX. 1050

mm W

M

EX. VC

EX.MH

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

EX. S

TM

EX. S

TM

EX. C

B

EX. HW

EX. TL

EX. HPT

EX.MH

EX. 150m

m ESAC S

AN

EX. 860mm WM

EX. S

TM

EX. 300

mm CI

WM

EX. 25mm WM

EX. 200m

m A

C D

UCT

EX. HP

+

EX. SID

EW

AL

K

EX. SID

EW

AL

K

EX. CONC. ENCASED HYDRO DUCT

EX. 150 CI S

TM

EX. C

B LE

AD

EX. COM.

EX. S

L

K.A.

OCTOBER 2015


N

N.K.

C02

A

1 K.A.

EX. GROUND

EX. 1050mm CPP WM


METRIC


CIVIL

208.20m

204.62m

03/24/16 100% PRE-DESIGN SUBMISSION

EX. FLANGED CONNECTION

EX. COUPLING

NOTES:

MARK

No.

EX. FLANGED CONNECTION

PRESSURE TUBESEX. 150mm CONDUIT FOR

REMOVE EX. VENTURI TUBE (±1825)

Water

B

B

EX. GROUND

C6

1:50

1:50

1:20

C6

C6


PLAN

COVER, ADJUSTABLE UNITSREMOVE EX. FRAME AND

410

C10

1365

C68

EXISTING AND PROPOSED CHAMBER LAYOUT

C68

C92

NON-SHRINK GROUT ON THE EXTERIOR SIDE.PROP. LINK SEAL SIZED TO SUIT PIPES I/C

C13

1:20EXISTING METERING CHAMBER / REMOVALS

200mm DIA. PVC WALL PIECE

SECTION A-A

SECTION B-B

FLOW

FLOW

EX. 1050mm VENTURI TUBE

C79

50mm DIA. DRAIN VALVE ASSEMBLY - C79

C38

M2

C66C72

OPSD 402.030CAST IRON, RECTANGULAR FRAME AS PER

C79

TO CONTROL PANEL

16ECS-LU-03TT

PLAN

PROPOSED UPGRADES

STANDARD ALUMINUM LADDER AND STEPSAS PER OPSD 405.020

C79

C79 50mm DIA. DRAIN VALVE ASSEMBLY

3 09/30/16 70% DESIGN SUBMISSION K.A.

C10

4

450

REMOVE EX. CHAMBER

SHOULDERED1050mm VICTAULIC COUPLING STYLE 44

C65

C55

C40

C44

300

C12

C12

C44

C40

PROOFING NEW WATER

C40

C9

C55

C44

3580

+ -

ENGINEERING

AND STEPS REMOVE EX. LADDER

C5

C5

C65

C65

C55

FLANGE TO VICTAULIC SPACER1050mm NOM. DIA. SS 304L SCH 40

C92

GRADE IN WATER TIGHT ENCLOSURE.SINGLE RECEPTACLE (GFCI) 15A SPECIFICATION

ENCLOSURE. 15A - SPECIFICATION GRADE IN WATER TIGHT DUPLEX RECEPTACLE (GFCI)

LIGHTING FIXTUREWALL-MOUNTED

C17 GRADE IN WATER TIGHT ENCLOSURE.LIGHTING SWITCH - 15A, 1P SPECIFICATION

ELECTRICAL RECEPTACLE

LIGHTING SWITCH

AFF ABOVE FINISHED FLOOR

PBV-2016-2


C3

C4

C3

LP-48C4

LP-46

LP-50C14

LP-46

C14

CHAMBER WALL BRACKETS OFF THE SUPPORTED WITH S.S. DISCHARGE LINE TO BE C13

C3

LP-48C4

C3

C17 (SEE NOTE 14)

C81

C81C81

STEEL CLIPS,FUSE PROTECTION.ACCESSORIES - WIRE GUARD, STAINLESS VOLTAGE - 120VMODEL - BS100LED-70W-WT40MANUFACTURER - BEGHELLILIGHTING FIXTURE BS-100

DETAIL ON DWG S02NEW LADDER REFER TO

LEGEND:

12/09/16 ISSUED FOR TENDER K.A.5

MARK

No.

C12 C18

C66

50mm STAINLESS STEEL ELBOW

THREADED BOTH ENDS125mm LONG 50mm EXTRA STRONG 304L SS

C38

C72

M2

50mm 304L SS THREADOLET, WELDED TO PIPE

TEFLON SEATS50mm THREADED SS BALL VALVE WITH

MATERIALS SUPPLIED BY CONTRACTOR

MATERIALS SUPPLIED BY CITY

C18

1050mm DIA. STEEL FLANGE, AWWA C207 CLASS E

VICTAUILIC SHOULDERCARBON STEEL FLANGE AND WELD NEW REMOVE EXISTING C18

TO FIT STYLE 44 COUPLING1050mm CARBON STEEL VICTAULIC SHOULDER

VALVES & FITTINGS. SEE DWG G05 FOR DETAILS63.5mm SCH 80 PVC DISCHARGE LINE c/w

SEE DWG G05 FOR DETAILSSUMP PUMP ASSEMBLY.

ABANDON EX. CONDUIT

PLATE 13mm THICKCONCRETE SUPPORT WITH STEEL

ADJUSTABLE STEEL VALVE SUPPORT

150mm DRAIN TYPE 'B'



DIRECTOR,

Z.Q.

AS SHOWN


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






TYPICAL I&C DWG. I32.DETAILS REFER TO FOR INSTALLATION

SCHEDULE.REFER TO I&C DWG I06 FOR CONDUIT INSTALL NEW ELECRICAL CONDUITS.

14. LOCATION NEAR LADDER AT LOCAL ENTRY POINT.

13. PROVIDE ALL EXPOSED CONDUIT.

12. REFER TO I&C DRAWINGS FOR ADDITIONAL DEMOLITION WORKS.

STATION BUILDING.

TRANSMITTER SENSING LINES RUNNING FROM CHAMBER TO PUMPING

11. CONTRACTOR SHALL NOT DAMAGE OR DISRUPT EXISTING PRESSURE

PUMP SUPPLIER.

10. RECEPTACLE FOR SUMP PUMP CO-ORDINATE RATING WITH SUMP

REFER TO DRAWING C01.

9. FOR CONDUIT LAYOUT BETWEEN CONTROL PANEL AND CHAMBER

8. RECEPTACLE MOUNTING HEIGHT 1.5m ABOVE FLOOR.

7. SCRAPE RUSTED PIPE AND FLANGES AND APPLY EPOXY COATING.

REMOVABLE SLAB.

6. CONTRACTOR SHALL NOT RUN CONDUIT ALONG THE UNDERSIDE OF

PANEL DETAILS.

5. REFER TO I&C DWG I06 FOR ELECTRICAL CONDUIT AND LIGHTING

COVER, WITH CEMENT PROTECTION BOARD.

50mm THICK EXTRUDED STYROFOAM HI40 INSULATION OR EQUAL

4. WHERE EXISTING INSULATION IS DAMAGED OR REMOVED, PROVIDE

FIELD VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION.

3. ALL DIMENSIONS, INCLUDING SS304L SPOOL PIECE DIMENSIONS TO BE

CONNECTIONS PRIOR TO CONSTRUCTION/FABRICATION.

MEASUREMENTS TO VERIFY SIZE AND TYPE OF EXISTING PIPE/FLANGE

2. CONTRACTOR TO ENTER CHAMBER TO INVENTORY AND TAKE

1. FOR GENERAL CHAMBER NOTES SEE DWG G03.

CHAMBER No.1 - BAYVIEW PUMPING STATION

FIXTURE U/S 2100mm AFFWALL-MOUNTED LIGHTING

ADDENDUM No.5 K.A.

DETAILS.PBV-2016-1 (C01) FOR EX. STM. SEE DWG DRAIN @ MIN. 2% SLOPE TO 150mm PVC DR35 RAISED

75mm CONCRETE MUD SLAB

TO WM PIPE AND FACING LOCAL ENTRY POINT.

NOTE: BOTTOM DRAIN VALVE ASSEMBLY TO BE PERPENDICULAR

NEW CARBON STEEL FLANGEREMOVE EX. FLANGE AND WELD C9

METER, 5W4CV0, FLANGED, CS, AWWA C207 CLASS E 1050mm ENDRESS + HAUSER PROMAG W 400 FLOW

01/14/17

6

6

1000

SE

E D

WG S

02 F

OR D

ET

AIL

S1500 R

EM

OV

AB

LE R

OO

F S

LA

B.

INSTALL DETAILS. DWG I34 FOR REFER TO TYPICAL FLOOD MONITORING FLOAT SWITCH FOR

AND DISPOSED OFF-SITEEX. CHAMBER TO BE REMOVED

INSTALLATION DETAILS. DWG I33 FOR REFER TO TYPICAL GAUGE. TRANSMITTER AND PRESSURE LOCATION FOR SAMPLE PORT

C301 (L) WMEX. 1050mm CPP AWWA

650

FOR DETAILSSEE DWG. S02 (TYP.)

ADJUSTABLE UNITS150mm THICK

DETAIL ON DWG S01REFER TO TYP. SUMP PROP. SUMP PIT.

AWWA C301 (L) WMEX. 1050mm CPP

3730

TYPE 'B'NEW 150mm DRAIN

CARBON STEEL FLANGEFLANGE AND WELD NEW C9 - REMOVE EXISTING

CHAMBER # 1

16ECS-LU-03TTK.A.

OCTOBER 2015


N

N.K.

NOTES:

C01



METRIC

1 DRAFT PRE-DESIGN SUBMISSION T.B.

CHAMBER No.2 - WOODBINE AVE./STEELCASE RD. W.

EX. PROPERTY LINE

SITE PLAN

EX. C

ON

C. SID

EW

AL

K

EX. C

ON

C. SID

EW

AL

K

EX. PAVEMENT MARKING (TYP.) N

HW

Y 4

04

JOHN ST.

WO

OD

BIN

E A

VE.

ESNA PARK DR.

DENISON ST.

STEELCASE RD. W.

IDEMA RD.

VIC

TO

RIA P

AR

K A

VE.

STEELES AVE. E.

KEY PLANN.T.S.

EX. PARKING LOT

CIVIL

01/15/16

WO

OD

BIN

E A

VE.

(WTR-269-CH-0004)EX. METERING CHAMBER

2 K.A.

EX. MEDIAN

EX. CURB

EX. CURB

03/02/16 ISSUED FOR ROAD CORRIDOR CONTROL APPROVAL

3 K.A.03/23/16 100% PRE-DESIGN SUBMISSION

LEGEND:


DURING CONSTRUCTIONPROTECT EX. STM SEWER

REINSTATE EXISTING CURB AND GUTTER

(UTM COORDINATE SYSTEM)N 4853180.85E 632704.39WTR-269-RPU-0401NEW TORONTO RPU PANEL

Water

MAGNETIC FLOW METERTUBE WITH NEW REPLACE EX. VENTURI

4 07/26/16 K.A.50% DESIGN SUBMISSION

STEELCASE RD. E.

SILT FENCE

TO BE SALVAGED AND RETURNED TO THE CITY YARD.

ALL INSTRUMENTATION, CONTROL PANELS AND EQUIPMENT

IN THE EXISTING UNDERGROUND RECORDING CHAMBER.

3. REMOVE ALL EXISTING ELECTRICAL AND CONTROL PANELS

N

STEELCASE RD.W.

WO

OD

BIN

E A

VE.

IDEMA RD.

DENISON ST.

EX. 9

00m

m W

M

269-02

300 D.V. & M.H.

269-03

100 A.V. & M.H.

269-04

VENTURI

269-05

RECORDER

269-06

300 D.V. & M.H.269-07

100 A.V.269-08

300 D.V. & M.H.

269-09

400 G.V.

900

mm M

AIN 2

69

WATERMAIN VALVES

LOCATION OF EXISITNG

N.T.S.


BE ABANDONEDEX. DUCT BANK TO

B

P33220

EX. POLE

ENGINEERING

DURING CONSTRUCTIONPOLE. PROTECT EX. POLE EX. UTILITY METER ON HYDRO

I35

235-10

269-11

750 B.V.

0.3m

4. REFER TO I&C DRAWINGS FOR DETAILS.

269-01

100 A.V. & M.H.

& 40 A.V.750 B.V.

STEELES AVE. E.

900mm MAIN 235

269-10

M.H.

ESNA PARK DR.

269-12

100 A.V.

900mm MAIN 337

OF THE DRAIN PIPE. REPAIR DRAIN PIPE AS REQUIRED.

IS FUNCTIONING PROPERLY. CONDUCT CCTV INSPECTION

5. CLEAN, FLUSH AND VERIFY THAT EXISTING CHAMBER DRAIN

DWG I02 FOR DETAILS. CONDUIT REFER TO UNDERGROUND NEW 1x53mm

140M-2016-1

ISOLATIONFOR WM TO BE CLOSED

8. FOR UTILITY CO-ORDINATION REFER TO DWG I02.

6 95% DESIGN SUBMISSION K.A.

CONDUIT AND CABLES DURING CONSTRUCTION.

6. PROTECT ALL EXISTING UNDERGROUND DUCTWORK,

11/23/16

No.41

No.40

NO. NAME SPECIES (CM)DBH

CONDITIONS

3.640 50.4

(M)TPZ

NOTE

MAPLENORWAY

PLATANOIDESACER

3.047.7PLATANOIDESACER

MAPLENORWAY

41

FAIR

FAIR(TREE ON PRIVATE PROPERTY)

WORK WITHIN TPZ

(TREE ON PRIVATE PROPERTY)WORK WITHIN TPZ

TREE INVENTORY:

ABANDONED (SEE NOTE 2)CHAMBER TO BE EX. ELECTRIC/RECORDING

ELECTRICAL ENCLOSURE PAD FOR NEW NEW 2.1mx1.5m CONCRETE

17.50m

CABLES (TYP.)EX. COGECO AND FO PROTECT AND SUPPORT

7 K.A.

CONSTRUCTIONPROTECT EX. GAS DURING

BELL CONDUITPROTECT & SUPPORT EX.


NHFS-04 (TYP.)REGION DETAIL FENCE AS PER YORK TREE PROTECTION

VERIFIED.

DEPTH AND GRADE OF CHAMBER DRAIN TO BE FIELD

MATERIAL OF EX. STORM SEWER PRIOR TO CONSTRUCTION.

9. CONTRACTOR TO VERIFY LOCATION, SIZE, DEPTH AND

EX. 150mm DRAINABANDON/GROUT

PHONE: (905) 830-4444 EXT. 75277.

YORK REGION NHF PRIOR TO CONSTRUCTION FOR INSPECTION.

NOTE: CONTRACTOR TO INSTALL TREE PROTECTION AND CONTACT

RETURNED TO THE CITY YARD.

RESTORED. FRAMES AND COVER ARE TO BE SALVAGED AND

SUBGRADE. THE AFFECTED AREA TO BE COMPLETELY

GRADE AND BACKFILLED WITH UNSHRINKABLE FILL TO

2. EXISTING RECORDING CHAMBER TO BE BROKEN 1m BELOW

CONSTRUCTION. REMOVE UPON COMPLETION.

10. PROVIDE TEMPORARY ASPHALT SIDEWALK DURING

12/08/16 ISSUED FOR PUCC REVIEW

8 12/09/16 K.A.ISSUED FOR TENDER



DIRECTOR,

Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






SCHEDULE DETAILSDRAWING I07 FOR CONDUIT CONDUIT. REFER TO TYPICAL I&C NEW 8x53mm UNDERGROUND

I35.

7. FOR DIRECT BURIED DUCT DETAILS REFER TO TYPICAL DWG

EX. STM (SEE NOTE 9) DR35 DRAIN. CONNECT TO

PROP. 3.0m - 150mm PVC

(SEE NOTE 5) TO EX. 600mm STM

CHAMBER DRAIN CONNECTED

BELL/FO CONDUITSPROTECT & SUPPORT EX.

9 02/14/17 ADDENDUM No.5 K.A.

TO DWG G05.

DWG G04, FOR PERMANENT RESTORATION DETAILS REFER

AND EROSION CONTROL DETAILS AND NOTES REFER TO

1. FOR GENERAL NOTES REFER TO DWG G03, FOR SEDIMENT




9

9

9

LIMITSASPHALT RESTORATION PERMANANT 40mm HL1


FOR DETAILS.TIGHTNESS AND REPAIR AND TIGHTEN ALL LEAKS. REFER TO SPECIAL SPECIFICATION 4A CHLORINE SOLUTION AND TORONTO WATER TO FLUSH. CONTRACTOR TO ENSURE WATER REQUIRED, ONLY LOCAL REPAIR METHOD IS NEEDED. SWAB INTERNAL SURFACE WITH 12% AS PER STANDARD CONSTRUCTION SPECIFICATION TS 7.30. FULL MAIN DISINFECTION IS NOT FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO BE CONDUCTED BY CONTRACTOR G.

PAVEMENT, SIDEWALKS, CURBS, DRIVEWAYS, BOULEVARDS AND SODDED AREAS. PERMANENT RESTORATION REQUIRED IN ACCORDANCE WITH TS.4.60.07.04 FOR ALL F.

ALL THE FIELD WELDINGS SHALL BE TESTED BY ULTRASONIC MEANS BY THE CONTRACTOR. E.

INSTALL THE NEW FLOW METER AND PIPING WITHIN THE EXISTING CHAMBER.D.

CONNECTION: 269-11, 269-09, 235-10. OPEN DRAIN IN 269-06 AND 269-02.THE CONTROL VALVES OF THE FOLLOWING CHAMBERS BE IN THE CLOSED POSITION DURING C.

DEPENDING ON OPERATIONAL CIRCUMSTANCES LEADING UP TO THE SHUTDOWN.BEFORE MAY 1. TORONTO WATER RESERVES THE RIGHT TO CHANGE THESE DATES THE TIME FOR A SHUT-DOWN OF THE EXISTING WATERMAIN IS AFTER OCTOBER 31 AND B.

EXISTING WATERMAIN. CONTACT [email protected] WITH TORONTO WATER TO ISOLATE, DEPRESSURIZE, AND DRAIN THE A.

9

DETAILS. REFER TO I&C DWG. I02 FOR

GROUNDING ROD SYSTEM

EXCAVATION LIMITAPPROXIMATE

9

5.0

m

5.0

m

RAT

OI

N

AL

E

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G

N

P

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IOFEC O

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NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

EX. 750

mm W

M

EX. S

TM

EX.

WM

EX.

HY

D.

EX. TL/PL

EX. TRANSFORMER

EX. TL

EX. HP

EX.

GAS

NPS 2 SC HPEX. GAS

EX. B

ELL

EX. 750

mm W

M

EX. PROPERTY LINE

EX. WM

EX. 525

mm S

AN

EX. 1500

mm S

TM

EX. 300

mm W

M

EX. 600

mm S

TM

+

EX. BP

EX. 900

mm W

M

EX. 900

mm W

M

HPEX.

EX. F

O

EX. B

ELL

EX. S

L

EX. F

O

EX.

GAS

EX. F

O

OOrella

Callout

MAX. EXCAVATION LIMIT

K.A.

OCTOBER 2015


N.K.

NOTES:

C021 DRAFT PRE-DESIGN SUBMISSION T.B.

CHAMBER No.2 - WOODBINE AVE./STEELCASE RD. W.

CHAMBER DETAILS

01/15/16

A

A

B

SECTION A-A

CHAMBEREX. 4000mmx1800mm

NMEASUREMENTS SHOWN ON THESE PLANS

METRIC


CIVIL

EX. 750mm x 450mm REDUCER

EX. PAVEMENT

EX. 750x450mm REDUCER

177.00m

2 100% PRE-DESIGN SUBMISSION K.A.

REMOVE EX. CONC. SUPPORT

03/23/16

COUPLING (TYP.)EX. VICTAULIC


EX. REMOVABLE SLABEX. FRAME AND COVER

EX. FRAME AND COVER

EX. REMOVABLE SLAB

MARK

No.

C6

Water

B

SECTION B-B

EX. PAVEMENT

1:50

1:50

1:20

1:20

EX. AC CONDUITSABANDON/GROUT

C6

EX. ADJUSTMENT UNITSREMOVE AND REPLACE ALL

FROM 900mm WM)STEEL WM (REDUCED EX. 750mm CONC. ENCASED

FROM 900mm WM) STEEL WM (REDUCED

EX. 750mm CONC. ENCASED

1080


PLAN

EXISTING METERING CHAMBER/REMOVALS

VENTURI TUBEREMOVE EX. 450mm

COUPLING (TYP.)VICTAULIC REMOVE EX.

FLOW

FLOW

4

07/26/16

C38

M2

C66C72


C79

C79

C6

RECORDING CHAMBER150mm AND 100mm CONDUITS TO EX. CONC. ENCASED ASBESTOS CEMENT

TO EX. 600mm STM EX. 150mm DRAIN (TYPE C)

ON SITE)EX. SUMP (NOT LOCATED

TO BE FIELD VERIFIEDEX. SUMP DIMENSION

C3 C3

C3C3

LP-3

LP-3

LP-3LP-3

LP-5

C3

TO CONTROL PANEL

C3C3

16ECS-LU-03TT

PLAN

PROPOSED UPGRADES

FUNCTIONING PROPERLY THAT EX. DRAIN PIPE IS CLEAN, FLUSH AND VERIFY

C79



ENGINEERING

C12

C44

C40

C55

FLANGE TO VICTAULIC SPACER450mm NOM. DIA. SS 304L SCH 40

C40 C12

C44

C44

C40 C12

C55

410

C55

C9

C9

426


SCHEDULE.REFER TO I&C DRAWINGS FOR CONDUIT NEW ELECTRICAL CONDUITS.CORE DRILL INTO EX. CONC. WALL TO INSTALL


ENCLOSURE15A - SPECIFICATION GRADE IN WATER TIGHT DUPLEX RECEPTACLE (GFCI)

LP-11


LIGHTING SWITCH


C17

140M-2016-2

5 95% DESIGN SUBMISSION

K.A.

K.A.

C14

C14

(SEE NOTE 13)C17

C83


C83

C83C4

C83

LP-5C4

C4

C83

C81 C81

C81

U/S 2400mm AFFLIGHTING FIXTUREWALL-MOUNTED


11/23/16

SEE DWG S02 FOR DETAILSAPPLY NEW WATERPROOFING.

LEGEND:


C66



C38

C72

M2




TUBE (+1080)REMOVE EX. VENTURI

650

EX. REMOVABLE SLAB

STANDARD ALUMINUM LADDER AND STEPS

AS PER OPSD 405.020C68

C68


450mm DIA. STEEL FLANGE, ANSI CL 150

S02LADDER. SEE DETAIL ON REMOVE & REPLACE EX.

MEMBRANE.WATERPROOFING INSTALLATION OF COMPOUND PRIOR TO ASPHALTIC ROOFING SLAB TO BE CAULKED WITH REMOVABLE CONCRETE



SLOPE TO EX. STMCHAMBER DRAIN @ 2% PROP. 150mm RAISED

C65

C65

C5

TYP. SUMP DETAIL ON DWG S01PROP. SUMP PIT. REFER TO

75mm CONCRETE MUD SLAB

C5 SUMP PUMP. SEE DWG G05 FOR DETAILS

C65(ALLUMINUM FRAME AND GRATING)400x400x400 DEEP SUMP


EXISTING WALL MOUNTED LIGHT FIXTURE

GRADE IN WATER TIGHT ENCLOSURELIGHTING SWITCH - 15A, 1P SPECIFICATION

ENCLOSURESPECIFICATION GRADE IN WATER TIGHT SINGLE RECEPTACLE (GFCI) 15A -

200mm DIA. PVC WALL PIECEC92

C10NON-SHRINK GROUT ON THE EXTERIOR SIDE.PROP. LINK SEAL SIZED TO SUIT PIPES I/C

2

ENTRY POINT.

PERPENDICULAR TO WM PIPE AND FACING LOCAL

NOTE: BOTTOM DRAIN VALVE ASSEMBLY TO BE



DIRECTOR,

Z.Q.

AS SHOWN


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






STEEL FLANGESHOULDER AND WELD NEW REMOVED EX. VICTAULIC C9

DETAILS. TYPICAL DWG. I34 FOR INSTALL MONITORING. REFER TO FLOAT SWITCH FOR FLOOD

DWG. I33 FOR INSTALL DETAILS. AND GAUGE. REFER TO TYPICAL FOR PRESSURE TRANSMITTERSAMPLE PORT LOCATION

TYPICAL I&C DWG I32.DETAILS REFER TO FOR INSTALLATION


16. ASSUME 2m OF TOTAL CRACK INJECTION.

15. ASSUME 5m OF TOTAL CONCRETE REPAIRS.




11. RECEPTACLE FOR SUMP PUMP COORDINATE RATING WITH SUMP PUMP SUPPLIER.

10. SCRAPE RUSTED PIPE AND FLANGES AND APPLY EPOXY COATING.

DRAWING C01.

9. FOR CONDUIT LAYOUT BETWEEN CONTROL PANEL AND CHAMBER REFER TO

8. RECEPTACLE MOUNTING HEIGHT SHALL BE 1.5m ABOVE FLOOR.

7. CONTRACTOR SHALL NOT RUN CONDUIT ON UNDERSIDE OF REMOVABLE SLAB.

BE REMOVED.

6. EXISTING ELECTRICAL FIXTURES AND ASSOCIATED CONDUIT AND WIRING SHALL

PANEL DETAILS.

5. SEE TYPICAL I&C DRAWINGS I07 & I06 FOR ELECTRICAL CONDUITS AND LIGHTING

STYROFOAM HI40 INSULATION OR EQUAL, WITH CEMENT PROTECTION BOARD.

4. WHERE EXISTING INSULATION IS DAMAGED, PROVIDE 50mm THICK EXTRUDED

CHAMBER.

3. ELECTRICAL SERVICE TO BE DISCONNECTED FROM THE EXISTING ELECTRICAL

VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION.

2. ALL DIMENSIONS, INCLUDING SS304L SPOOL PIECE DIMENSIONS TO BE FIELD

CONSTRUCTION/FABRICATION.

VERIFY SIZE AND TYPE OF EXISTING PIPE/FLANGE CONNECTIONS PRIOR TO

1. CONTRACTOR TO ENTER CHAMBER TO INVENTORY AND TAKE MEASUREMENTS TO

7 ADDENDUM No. 502/14/17

7

K.A.

CS, ANSI CL 150450mm MAGNETIC FLOW METER FLANGED,

RAT

OI

N

AL

E

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NE

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N

K. AFZAL

100052014

Feb. 14, 2017

16ECS-LU-03TTK.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN



METRIC

1

KEELE ST.

CHAMBER No.3 - KEELE ST./STEELES AVE. W.

HWY 407407

407

KE

ELE S

T.

SNIDERCROFT RD.

N

KEY PLANN.T.S.

CIVIL

EX. CONC. SIDEWALK

EX. GATE

EX. CURB

STEELES AVE. W.

(TYP.)EX. PAVEMENT MARKING

CHAMBER (WTR-317-FIT-0004B)EX. VENTURI FLOW METER

K.A.100% PRE-DESIGN SUBMISSION03/24/16

Water

K.A.07/26/162 50% DESIGN SUBMISSION

& PSRESERVOIR

KEELE

NOTES:

(SEE NOTE 3) CHAMBER DRAIN

EX. 100mm

TO BE ESTABLISHED IN CBSEDIMENTATION CONTROLS EROSION AND


317-07

900 B.V. ,50 A.V.

& 100 D.V.

300 D.V. & M.H.

317-06

317-05

50 A.V.

317-04

VENTURI

317-03

50 A.V. & M.H.

RES

194-03

194-02

194-01

400 GV

600 BV

400 G.V.

W.M.400mm ACM

600 B.V. &100 A.V.

450

mm

DIP

YO

RK R

EGIO

N400 G.V. & 50 A.V.

M.H.

317-08

900

mm

CP

PY

OR

K R

EGIO

N

N

METERMAG

317-3A

194-05

194-06

317-09

KE

ELE S

T.

P.S.RESERVOIR & KEELE

STEELES AVE. W.

N.T.S.

ENGINEERING

B


CONDUIT SCHEDULE DETAILS. REFER TO I&C DWG. I03 FOR CONDUITNEW 8x53mm UNDERGROUND

WM ISOLATIONTO BE CLOSED FOR

95% DESIGN SUBMISSION4 11/23/16

229M-2016-1


K.A.




2.44 35.4 GOOD

(M)TPZ

MAPLENORWAY

PLATANOIDESACER

No.4

THE FIELD.LOCATE SEPTIC BED EXTENTS IN SEPTIC BED. CONTRACTOR TO ALLOWED WITHIN 2.0m OF THE NO MACHINERY OR STORAGE

TREE INVENTORY:

TMC317 CP01NEW PAC PANEL YORK REGION

PAC ENCLOSURENEW 1.5mx1.2m CONC. PAD FOR

REINSTATED (TYP.) TO BE REMOVED AND

EX. ARMOUR STONE

CONSTRUCTION (TYP.)PROTECT EX. HYDRO DURING

CABLE DURING CONSTRUCTIONPROTECT EX. COMMUNICATION

5 K.A.

REQUIRED.

INSPECTION OF THE DRAIN PIPE. REPAIR DRAIN PIPE AS

DRAIN IS FUNCTIONING PROPERLY. CONDUCT CCTV

3. CLEAN, FLUSH AND VERIFY THAT EXISTING CHAMBER

1.5

5m

NOTES:

PHONE: (905) 830-4444 EXT. 75277.


1. CONTRACTOR TO INSTALL TREE PROTECTION AND CONTACT

WATERMAIN VALVES

LOCATION OF EXISTING PD6

AS PER CoT DETAIL TP-1TREE PROTECTION ZONE

12/08/16 ISSUED FOR PUCC REVIEW

12/09/16 ISSUED FOR TENDER WILLIAM FERNANDES, P. ENG.


DIRECTOR,

Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






PIPES SHALL BE REMOVED ALL VENTURI FLOW METER SENSINGSEE DWG 229M-2016-2 FOR DETAILS. WITH NEW MAGNETIC FLOW METER.

REPLACE EX. VENTURI FLOW TUBE

I35.


I35

(MTM COORDINATE SYSTEM)N 4848569.23E 305268.36

DETAILS REFER TO DWG G05.

REFER TO DWG G04, FOR PERMANENT RESTORATION

SEDIMENT AND EROSION CONTROL DETAILS AND NOTES

1. FOR GENERAL NOTES REFER TO DWG G03, FOR

6 K.A.

K.A.ADDENDUM No.5

7

7 02/14/17

LEGEND:


LEAKS. REFER TO SPECIAL SPECIFICATION 4A FOR DETAILS.ENSURE WATER TIGHTNESS AND REPAIR AND TIGHTEN ALL SOLUTION AND TORONTO WATER TO FLUSH. CONTRACTOR TO IS NEEDED. SWAB INTERNAL SURFACE WITH 12% CHLORINE DISINFECTION IS NOT REQUIRED, ONLY LOCAL REPAIR METHOD CONSTRUCTION SPECIFICATION TS 7.30. FULL MAIN CONDUCTED BY CONTRACTOR AS PER STANDARD FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO BE G.

BOULEVARDS AND SODDED AREAS.4.60.07.04 FOR ALL PAVEMENT, SIDEWALKS, CURBS, DRIVEWAYS,

F. PERMANENT RESTORATION REQUIRED IN ACCORDANCE WITH TS



RES. OPEN DRAIN IN 317-06.THE CLOSED POSITION DURING CONNECTION: 317-07, 194-01 & THE CONTROL VALVES OF THE FOLLOWING CHAMBERS BE IN C.

SHUTDOWN.ON OPERATIONAL CIRCUMSTANCES LEADING UP TO THE RESERVES THE RIGHT TO CHANGE THESE DATES DEPENDING AFTER OCTOBER 31 AND BEFORE MAY 1. TORONTO WATER THE TIME FOR A SHUT-DOWN OF THE EXISTING WATERMAIN IS B.


REINSTATE EXISTING BARRIER CURB

SILT FENCE



7

7


BOULDER (TYP.) REPLACE EX.REMOVE AND

7

7

EX. BELL CONDUIT

VITAL NPS 30 SC XHP LAM SCAN

EX. H

YD

RO

EX. 600x900mm HYDRO CONDUIT

EX. 1200m

m WM

EX. 6

00

mm CI W

M

EX. 750mm WM

EX. SEPTIC BED

EX. C

ON

DUIT

EX. VALVE HOUSE

EX. VC

EX. CB

TA

NK

EX. S

EPTIC

EX. 1050mm WM

EX. 1050mm WM

EX. GAS

EX. 6

00

mm W

M

EX. VC

EX. VC

EX. S

TM

EX. WM

EX. 100mm DRAIN

4995 KEELE ST.

EX. TORONTO HYDRO

EX. BP

EX. C

ONDUIT

EX. COMEX. H

YDRO

EX. B

ELL

+

RAT

OI

N

AL

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N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C02

A

A


EX. 1050x600mm REDUCERB

EX. FRAME AND COVER

EX. VENTURI TUBE

ENCASED STEEL WMEX. 1050mm CONC.

EX. GROUND


CIVIL


METRIC


203.13m

206.48m

203.98m

CHAMBER DETAILS

100% PRE-DESIGN SUBMISSION1 K.A.


EX. VICTAULIC COUPLING


NOTES:

03/24/16

EX. REMOVABLE SLAB

EX. REMOVABLE SLAB

DEPTH TO BE FIELD VARIFIED.HOUSE. EXACT LOCATION AND ENCASED AC CONDUITS TO VALVE EX. 150mm AND 100mm CONC.

MARK

No.

C6

EX. GROUND

Water

B

SECTION B-B

ABANDON/GROUT EX. AC CONDUITS

1:50

1:50

1:20

C6


1:20

260

2 50% DESIGN SUBMISSION K.A.07/26/16

FLOW

FLOW

104 4

PLAN

EXISTING METERING CHAMBER / REMOVALS

SECTION A-A


C38

M2

C66C72

C79

C79

C6

CONC. CHAMBEREX. 2400mmx4600mm

TO EX. STM SEWEREX. 100mm DRAIN CONNECTED

PIPE IS FUNCTIONING PROPERLYCLEAN, FLUSH AND VERIFY IF EX. DRAIN

C7

C3

C4

C4

C3

C3

LP-3C3

C3

TO CONTROL PANEL

16ECS-LU-03TT3 09/30/16 K.A.70% DESIGN SUBMISSION

556

C79


PROPOSED UPGRADES

780

10

ENGINEERING

C12

C44

C40


VICTAULIC SPACER600mm NOM. DIA. SS 304L SCH 40 FLANGE TO

C12

C44

C40 C40

C44

C44

C40 C12 C40

C44

PLAN

CONDUIT SCHEDULE.REFER TO I&C DRAWINGS FOR INSTALL NEW ELECRICAL CONDUITS. CORE DRILL INTO EX. CONC. WALL TO

SEE DWG S01 FOR DETAILSREPAIR LEAKING CRACK.

SEE DWG S01 FOR DETAILSCONDUIT PENETRATION WITH WALL REPAIR DELAMINATED CONCRETE AROUND

401.020CAST IRON, CIRCULAR FRAME AS PER OPSD

LP-21

LP-23

LP-21

GRADE IN WATER TIGHT ENCLOSURE. SINGLE RECEPTACLE (GFCI) 15A - SPECIFICATION

LIGHTING FIXTURECEILING MOUNTED

LP-3

LP-3 LP-3C3


LIGHTING SWITCH


229M-2016-2



U/S 2400 mm AFFLIGHTING FIXTUREWALL-MOUNTED

C14

(SEE NOTE 11)C17

C55

C55

C55

ENCLOSURE. 15A - SPECIFICATION GRADE IN WATER TIGHT DUPLEX RECEPTACLE (GFCI)

C4

C17

GRADE IN WATER TIGHT ENCLOSURE.LIGHTING SWITCH - 15A, 1P SPECIFICATION C17

C14

C81 C81

C81



SEE DWG S02 FOR DETAILSAPPLY NEW WATERPROOFING

LEGEND:

TYPE 'B'EX. SUMP. ASSUME


C66



C38

C72

M2




EX. REMOVABLE SLAB

556

C68

C68AS PER OPSD 405.020


DETAIL ON S02EX. LADDER. SEE REMOVE & REPLACE


2

(ASSUMED TYPE 'A')EX. DRAIN



GRATING OF EX. DRAINREPLACE EX. FRAME &

ENTRY POINT.





DIRECTOR,

Z.Q.

AS SHOWN


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:





ENGINEERING & CONSTRUCTION SERVICES CHAMBER No.3 - KEELE ST./STEELES AVE. W.

DETAILS.DWG. I34 FOR INSTALL REFER TO TYPICAL I&C FLOOD MONITORING.FLOAT SWITCH FOR

INSTALL DETAILS. TYPICAL DWG I33 FOR GAUGE. REFER TO TRANSMITTER AND FOR PRESSURE SAMPLE PORT LOCATION







PUMP SUPPLIER.

9. RECEPTACLE FOR SUMP PUMP. CO-ORDINATE RATING WITH SUMP

8. RECEPTACLE MOUNTING HEIGHT TO BE 1.5m ABOVE FLOOR.

REMOVABLE SLAB.

7. CONTRACTOR SHALL NOT RUN CONDUIT ON UNDERSIDE OF



LIGHTING PANEL DETAILS.

5. REFER TO I&C DRAWING I03 FOR ELECTRICAL CONDUIT AND

PROTECTION BOARD.

EXTRUDED STYROFOAM HI40 INSULATION OR EQUAL, WITH CEMENT

4. WHERE EXISTING INSULATION IS DAMAGED, PROVIDE 50mm THICK

3. PROVIDE ALL EXPOSED CONDUITS.

BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION.

2. ALL DIMENSIONS, INCLUDING SS304L SPOOL PIECE DIMENSIONS TO


PIPE/FLANGE CONNECTIONS PRIOR TO

MEASUREMENTS TO VERIFY SIZE AND TYPE OF EXISTING


6 ADDENDUM No.5 K.A.


02/14/17

6

RAT

OI

N

AL

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P

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IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN

1

CHAMBER No.4 - WILLOWDALE BLVD./HIGHLAND PARK BLVD.



METRIC

WIL

LO

WD

ALE B

LV

D.

N

KEY PLANN.T.S.

STEELES AVE. E

YO

NG

E S

T.

HIGHLAND PARK BLVD.

WOODWARD AVE.

GRANDVIEW AVE.

MEADOWVIEW AVE.

DU

DLE

Y A

VE.

WIL

LO

WD

ALE B

LV

D.

CIVIL

66 HIGHLAND PARK BLVD.62 WILLOWDALE BLVD.

EX. CURBEX. CURB

K.A.03/02/16 ISSUED FOR ROAD CORRIDOR CONTROL APPROVAL

K.A.3

NEW ELECTRICAL ENCLOSURENEW 2.1mx1.5m CONC. PAD FOR

07/26/16

LEGEND:


CONSTRUCTION DUCT DURING

PROTECT EX. PVC 7.0

0m

(WTR-359-CH-0004) CHAMBER

EX. METERING

Water

100% PRE-DESIGN SUBMISSION K.A.2 03/28/16

50% DESIGN SUBMISSION

NEW MAGNETIC FLOW METERREPLACE EX. VENTURI TUBE WITH

SILT FENCE

NOTES:

STM. SEE NOTE 5 CONNECTED TO EX.

EX. DRAIN

N

100 A.V. & M.H.

400 V.G.V.

300 D.V. & M.H.

750 H.B.V.

100 A.V. & M.H.

300 D.V. & M.H.VENTURI

METER100 A.V. & M.H.

359-05

359-03

355-23

355-21

359-04

359-02

359-01

355-22

355-20

STEELES AVE. E.

HIGHLAND PARK BLVD.

WIL

LO

WD

ALE B

LV

D.

900

mm M

AIN 3

55

900

mm M

AIN 3

59

16ECS-LU-03TT


K.A.


SCALE: N.T.S.

WATERMAIN VALVES LOCATION OF EXISTING

-P63

ENGINEERING

SEE DETAIL SHEET G04DURATION OF CONSTRUCTION. UTILIZE SILT SACK FOR

B

750 V.G.V.

359-16


COMPLETED.ELECTRICAL WORKS HAVE BEEN PULL ALL EX. CABLES WHEN ABANDON EX. PVC CONDUIT AND


SEE NOTE 2.CHAMBER TO BE ABANDONED. EX. ELECTRIC/RECORDING

359-15

M.H.

359-14

M.H.

300 D.V. & M.H.

359-13

100 A.V. & M.H.

359.12

300 D.V. & M.H.

359-11

400 V.G.V.

359-18

359-10

M.H.

359-09

M.H.

359-08

M.H.

359-07

M.H.

359-06

M.H.

900

mm M

AIN 3

59

DONCASTER AVE.

HE

ND

ER

SO

N A

VE.

MEADOWVIEW AVE.

BE REMOVED.AND CONCRETE PAD TO EX. HYDRO METER BOX

264M-2016-1



& 2-50 A.V.


K.A.





1.219 9.5 GOOD

(M)TPZ NOTE

20 38.2

GOOD

2.4

21 46.2

GOOD

3.0

WORK IN TPZ

22 9.9

FAIR

1.2

23 16.6 1.9

24 32.1 FAIR 2.4

OCCIDENTALISTHUJA

25 33.7 GOOD 2.4

26 23.9 GOOD 1.8

CEDAR

CEDAR OCCIDENTALIS

THUJA

JACK PINE

MAPLENORWAY

MAPLENORWAY

TRIACANTHOSGLEDITSIA

No.24

No.25

No.26

No.19

No.21

No.23

No.20

No.22

1.70m

LINE (TYP.)PROPERTY

11/23/16

MAPLESILVER

MAPLESUGAR

LOCUSTHONEY

SACCHARINUMACER

SACCHARUMACER

BANKSIANAPINUS

PLATANOIDESACER

PLATANOIDESACER

TREE INVENTORY:

FAIR

PROPERTY)(TREE ON PRIVATE

EXISTING TREE TO BE REMOVED

EXISTING TREE TO BE REMOVED

DRAIN PIPE. REPAIR DRAIN PIPE IF REQUIRED.

FUNCTIONING PROPERLY. CONDUCT CCTV INSPECTION OF THE

5. CLEAN, FLUSH AND VERIFY THAT EXISTING CHAMBER DRAIN IS

CABLING AND WIRING IN THE RECORDING CHAMBER.

SALVAGED AND RETURNED TO THE CITY YARD. REMOVE ALL

INSTRUMENTATION, CONTROL PANELS AND EQUIPMENT TO BE

THE EXISTING UNDERGROUND RECORDING CHAMBER. ALL

3. REMOVE ALL EXISTING ELECTRICAL AND CONTROL PANELS IN

6 K.A.

EX. TREE TO BE REMOVED


TO I&C DWG I02 FOR DETAILS. GROUNDING ROD SYSTEM. REFER

DETAIL NHFS-04 (TYP.)AS PER YORK REGION TREE PROTECTION FENCE


REMOVE

REMOVE


AND CITY OF MARKHAMWITH YORK REGION ISOLATION OF WM COORDINATE CONTRACTOR TO

PHONE: (905) 830-4444 EXT. 75277.



REINSTATE FENCE IF DAMAGED.DURING CONSTRUCTION.EX. FENCE TO BE PROTECTED

PROTECTION FENCE (TYP.)EX. FENCE TO ACT AS TREE





DIRECTOR,

Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:







I35REFER TO I&C DWG. I02 FOR DETAILS. CONDUIT.NEW 1x53mm UNDERGROUND

CONDUIT SCHEDULE DETAILS. REFER TO TYPICAL I&C DWG. I07 FOR CONDUIT.NEW 8x53mm UNDERGROUND

K.A.

FOR PERMANENT RESTORATION DETAILS REFER TO DWG G05.

EROSION CONTROL DETAILS AND NOTES REFER TO DWG G04,

1. FOR GENERAL NOTES REFER TO DWG G03, FOR SEDIMENT AND




EX. ROAD C/L8

COVER ARE TO BE SALVAGED AND RETURNED TO THE CITY YARD.

AFFECTED AREA TO BE COMPLETELY RESTORED. FRAMES AND

AND BACKFILLED WITH UNSHRINKABLE FILL TO SUBGRADE. THE

2. EXISTING RECORDING CHAMBER TO BE BROKEN 1 m BELOW GRADE

8 02/14/17

8

ADDENDUM No.5

DETAILS.TIGHTEN ALL LEAKS. REFER TO SPECIAL SPECIFICATION 4A FOR CONTRACTOR TO ENSURE WATER TIGHTNESS AND REPAIR AND WITH 12% CHLORINE SOLUTION AND TORONTO WATER TO FLUSH. ONLY LOCAL REPAIR METHOD IS NEEDED. SWAB INTERNAL SURFACE SPECIFICATION TS 7.30. FULL MAIN DISINFECTION IS NOT REQUIRED, CONDUCTED BY CONTRACTOR AS PER STANDARD CONSTRUCTION

G. FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO BE

BOULEVARDS AND SODDED AREAS. 4.60.07.04 FOR ALL PAVEMENT, SIDEWALKS, CURBS, DRIVEWAYS,

F. PERMANENT RESTORATION REQUIRED IN ACCORDANCE WITH TS

BY THE CONTRACTOR. E. ALL THE FIELD WELDINGS SHALL BE TESTED BY ULTRASONIC MEANS

CHAMBER.D. INSTALL THE NEW FLOW METER AND PIPING WITHIN THE EXISTING

OPEN DRAIN IN 359-02.CLOSED POSITION DURING CONNECTION: 355-23, 359-18 & 359-16.

C. THE CONTROL VALVES OF THE FOLLOWING CHAMBERS BE IN THE

CIRCUMSTANCES LEADING UP TO THE SHUTDOWN.RIGHT TO CHANGE THESE DATES DEPENDING ON OPERATIONAL OCTOBER 31 AND BEFORE MAY 1. TORONTO WATER RESERVES THE

B. THE TIME FOR A SHUT-DOWN OF THE EXISTING WATERMAIN IS AFTER

[email protected] DRAIN THE EXISTING WATERMAIN. CONTACT

A. COORDINATE WITH TORONTO WATER TO ISOLATE, DEPRESSURIZE,

8

LIMITSASPHALT RESTORATION PERMANENT 40mm HL3

EXCAVATION LIMITAPPROXIMATE

88

8

5.0

m

5.0

m

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

EX. LP

EX.

GAS

NPS 2 S

C IP

EX. 900

mm W

M

METERHYDRO EX.

EX. 750

mm S

TM

EX. 250

mm S

AN

EX. 150

mm W

M (

AB

ND.)

EX. BTP

EX. 600

mm W

M

EX. 600

mm W

ME

X. C

B

EX. C

B

+

EX. 150mm DRAIN

EX. BELL

HY

DR

OE

X.

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C02

A

A

SECTION A-A

CHAMBER No.4 - WILLOWDALE BLVD./HIGHLAND PARK BLVD.


METRIC


193.56m

CIVIL

100% PRE-DESIGN SUBMISSION K.A.1

NOTES:

03/28/16

MARK

No.

C6

EX. VENTURI TUBE

EX. SUMP PUMP

189.10m

188.35m

EX. FRAME AND COVER

SLAB (TYP.)EX. REMOVABLE

Water

1:50

1:50

B

B

SECTION B-B

1:20

1:20

900mm WM)(REDUCED FROM ENCASED STEEL WMEX. 600mm CONC.

EX. REMOVABLE SLAB (TYP.)

EX. 600mm VICTAULIC COUPLING

CONNECTIONEX. FLANGED

EX. RAISED DRAIN TO EX. 750mm STM SEWER

LOCATION TO BE FIELD VERIFIEDRECORDING CHAMBER. EX. DEPTH AND EX. 150/100mm CONC. ENCASED AC PIPE TO

CHAMBEREX. 4800mmx2400mm


EX. PAVEMENT

EX. PAVEMENT

C6 C6


PLAN


410 1044

4

07/26/16

FLOW

FLOW

(REDUCED FROM 900mm WM)ENCASED STEEL WMEX. 600mm CONC.


C38

M2

C66C72

C79

C79

RECORDING CHAMBER DIRECTLY INTO SUMPEX. 100mm DRAIN FROM ELECTRICAL

EX. 150mm TYPE 'B' DRAIN

(TYP.)CONC. SUPPORT REMOVE EX.

VALVE (TYP.)EX. DRAIN

ELECTRICAL RECORDING CHAMBERABANDON EX. 100mm DRAIN FROM

EX. CAP

CAP EX. DRAIN

LP-5

LP-3

LP-3LP-3

LP-3

C-3C-3

LP-5

TO CONTROL PANEL

C91

C91

C65

PLAN

C65

C79

70% DESIGN SUBMISSION K.A.16ECS-LU-03TT

3

360 965

4

09/30/16

DETAILS(TYP.) SEE DWG S02 FOR CONCRETE PIPE SUPPORT

EX. 2 PIECE FRAME AND COVER

ENGINEERING

SUMP PUMP. SEE DRAWING G05 FOR DETAILS

VICTAULIC TO FLANGE600mm TO 450mm REDUCER SS 304L SCH 40

C42FLANGE TO FLANGE SPACER450mm NOM. DIA. SS 304L SCH 40

C40TO VICTAULIC SPACER450mm NOM. DIA. SS 304L SCH 40 FLANGE

C44

C12

C44

C42C12 C40C40

C44

C44

C42 C12 C40C40

C44

C91

50mm DIA. DRAIN VALVE ASSEMBLYC79

SUMP FRAME AND GRATING


965 425

PIPE IS FUNCTIONING PROPERLY.CLEAN, FLUSH AND VERIFY IF EX. DRAIN

SCHEDULEREFER TO I&C DRAWINGS FOR CONDUIT INSTALL NEW ELECRICAL CONDUITS. CORE DRILL INTO EX. CONC. WALL TO

PROPOSED UPGRADES

LP-11


GRADE IN WATER TIGHT ENCLOSURE. DUPLEX RECEPTACLE (GFCI) 15A - SPECIFICATION


LIGHTING FIXRTUREWALL-MOUNTED


264M-2016-2




LIGHTING SWITCH


C14

C14

GRADE IN WATER TIGHT ENCLOSURE.LIGHTING SWITCH - 15A, 1P SPECIFICATION

C17

C90

C55

C3

C4

C5

C55

(SEE NOTE 12)C17

C4 C3C3

C90

C3C3

C4

C55

(SEE NOTE 12)C17

C90

C81 C81

C81

11/23/16

STEEL CLIPS, FUSE PROTECTION.ACCESSORIES - WIRE GUARD, STAINLESS VOLTAGE - 120VMODEL - BS100 LED-70W-WT40MANUFACTURER - BEGHELLILIGHTING FIXTURE BS-100

SEE DWG S02 FOR DETAILS.APPLY NEW WATERPROOFING

DETAILS ON DWG S01WALL REFER TO PENETRATION WITH CONCRETE AROUND REPAIR DELAMINATED

T-1102.01.2)CITY OF TORONTO STD. FRAME/GRATING AS PER DISCHARGE PIPE. REPLACE REPLACE EX. SUMP PUMP,


C66



C38

C72

M2





AS PER OPSD 405.020C68

LEGEND:

EX. REMOVABLE SLAB

SEE NOTE 1 SEE NOTE 1

795 650

C68ON S02EX. LADDER. SEE DETAIL REMOVE AND REPLACE


2



ENTRY POINT.



VICTAULIC COUPLING STYLE 44 SHOULDERED



DIRECTOR,

Z.Q.

AS SHOWN


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






MATCH EXISTING MATING FLANGEFLANGE TO FLANGE TYPE/BOLT - PATTERN TO 600mm TO 450mm REDUCER SS 304L SCH 40

CHAMBER DETAILS

TYPICAL DWG I33 FOR INSTALL DETAILS. TRANSMITTER AND GAUGE. REFER TO SAMPLE PORT LOCATION FOR PRESSURE

FOR INSTALL DETAILS.MONITORING. REFER TO TYPICAL DWG I34 FLOAT SWITCH FOR CHAMBER FLOOD








PUMP SUPPLIER.

9. RECEPTACLE FOR SUMP PUMP CO-ORDINATE RATING WITH SUMP



7. RECEPTACLES MOUNTING HEIGHT 1.5m ABOVE FLOOR.

6. DO NOT RUN CONDUIT ON UNDERSIDE OF REMOVABLE SLAB.

AND LIGHTING PANEL DETAILS.

5. REFER TO TYPICAL I&C DRAWINGS I07 & I06 FOR ELECTRICAL CONDUIT

PROTECTION BOARD.

EXTRUDED STYROFOAM HI40 INSULATION OR EQUAL, WITH CEMENT

4. WHERE EXISTING INSULATION IS DAMAGED, PROVIDE 50mm THICK

3. REPLACE EX. SUMP PUMP DISCHARGE PIPE AND FRAME/GRATING.

FIELD VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION.

2. ALL DIMENSIONS, INCLUDING SS304L SPACER DIMENSIONS TO BE

CONNECTIONS PRIOR TO CONSTRUCTION/FABRICATION.

MEASUREMENTS TO VERIFY SIZE AND TYPE OF EXISTING PIPE/FLANGE


ADDENDUM No.502/14/17

CS, ANSI CL150450mm MAGNETIC FLOW METER FLANGED,

K.A.

6

6

6

K.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN



METRIC

CHAMBER No.5 - YONGE ST./ ELGIN ST.

ELGIN ST.

DU

DLE

Y A

VE.

ELGIN ST.

ARNOLD AVE.

DU

DLE

Y A

VE.

YO

NG

E S

T.

CLARK AVE.

MORGAN AVE.

N

KEY PLANN.T.S.

CIVIL

NOTE:

27.60m

LEGEND:


Water

SILT FENCE

1 03/02/16 ISSUED FOR ROAD CORRIDOR CONTROL APPROVAL

100% PRE-DESIGN SUBMISSION K.A.

K.A.

K.A.

2 03/28/16


DURING CONSTRUCTION EX. GAS AND WATERMAIN

PROTECT AND SUPPORT

STM (SEE NOTE 4) DRAIN CONNECTED TO EX.

EX. 150mm CHAMBER

EX. CONC. SIDEWALK

LINE (TYP.)PROPERTY

EX. CONC. SIDEWALK


EX. CURB

EX. CURB

(UTM COORDINATE SYSTEM)N 4852154.71E 626949.85WTR-282-RPU-0201TORONTO RPU PANEL

EX. PAVEMENT MARKING (TYP.)

FLOW METERTUBE WITH NEW MAGNETIC REPLACE EX. VENTURI

(WTR-282-CH-0002)CHAMBER EX. METERING


EX. BELL/ROGERS BOX


16ECS-LU-03TT

& M.H.300 D.V.

50 A.V.

RECORDER

VENTURI

100 A.V.

400 G.V.

& M.H.300 D.V.

100 A.V.

300 D.V. & M.H. 100 A.V.600 G.V.

1050 B.V.

N

282-09

282-04

282-06 282-07

282-02

282-1A282-01

259-12

259-11259-10259-09

1350mm MAIN 282

1350mm MAIN 259

282-03

YO

NG

E S

T.

DU

DLE

Y A

VE.

ALC

AIN

E C

T.

LOCATION OF EXISTING WATERMAIN VALVESSCALE: N.T.S.

P27745

REQUIRED.REMOVE EX. WIRES WHEN ABANDON EX. CONDUITS.

EX. CP1

ENGINEERING

B

359-16

750 B.V.


ELGIN ST.

AND CONDUIT MINIMUM 600mm.

6. PROVIDE VERTICAL SEPARATION BETWEEN GAS LINE

& M.H.300 D.V.

359-17

& M.H.300 D.V.

282-08

900

mm M

AIN 3

59

100 A.V.

282-05

AV

E.

HE

ND

ER

SO

N

ALBIO

N C

L.

5 10/24/16 K.A.CONTROL PANEL RELOCATED AS PER COT COMMENTS


173M-2016-1




K.A.


CONSTRUCTION.PROTECT EX. POLE DURING EX. UTILITY METER ON POLE.



11/23/16

0.3

0m

7 K.A.


282-14

282-16


TO I&C DWG I02 FOR DETAILS. GROUNDING ROD SYSTEM, REFER

(SEE NOTE 2, 3)CHAMBER TO BE ABANDONED EX. ELECTIC/RECORDING

REGION AND CITY OF MARKHAMISOLATION OF WM WITH YORK CONTRACTOR TO COORDINATE







DIRECTOR,

Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






SCHEDULE DETAILS. (NOTE 6)I&C DWG I07 FOR CONDUIT CONDUIT. REFER TO TYPICAL NEW 8x53mm UNDEGROUND

DWG I35.

8. FOR DIRECT BURIED DUCT DETAILS REFER TO TYPICAL

I35

DWG I02.CONDUIT. REFER TO I&C NEW 1x53mm UNDERGROUND

9 K.A.

TO DWG G05.




AND RETURNED TO THE CITY YARD.

RESTORED. FRAMES AND COVER ARE TO BE SALVAGED

TO SUBGRADE. THE AFFECTED AREA TO BE COMPLETELY

BELOW GRADE AND BACKFILLED WITH UNSHRINKABLE FILL

2. EXISTING RECORDING CHAMBER TO BE BROKEN 1.0m




REMOVE ALL WIRING FROM CHAMBER.






ADDENDUM No.5



9

LIMITSASPHALT RESTORATIONPERMANENT 40mm HL3

9

9

02/14/17

SPECIAL SPECIFICATION 4A FOR DETAILS.AND REPAIR AND TIGHTEN ALL LEAKS. REFER TO FLUSH. CONTRACTOR TO ENSURE WATER TIGHTNESS 12% CHLORINE SOLUTION AND TORONTO WATER TO METHOD IS NEEDED. SWAB INTERNAL SURFACE WITH DISINFECTION IS NOT REQUIRED, ONLY LOCAL REPAIR CONSTRUCTION SPECIFICATION TS 7.30. FULL MAIN TO BE CONDUCTED BY CONTRACTOR AS PER STANDARD

G. FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION CURBS, DRIVEWAYS, BOULEVARDS AND SODDED AREAS. WITH TS 4.60.07.04 FOR ALL PAVEMENT, SIDEWALKS,

F. PERMANENT RESTORATION REQUIRED IN ACCORDANCE ULTRASONIC MEANS BY THE CONTRACTOR.

E. ALL THE FIELD WELDINGS SHALL BE TESTED BY EXISTING CHAMBER.

D. INSTALL THE NEW FLOW METER AND PIPING WITHIN THE 282-06.

259-12, 282-04, 359-16, 282-14 & 282-16. OPEN DRAIN IN BE IN THE CLOSED POSITION DURING CONNECTION:

C. THE CONTROL VALVES OF THE FOLLOWING CHAMBERS CIRCUMSTANCES LEADING UP TO THE SHUTDOWN.

THESE DATES DEPENDING ON OPERATIONAL TORONTO WATER RESERVES THE RIGHT TO CHANGE WATERMAIN IS AFTER OCTOBER 31 AND BEFORE MAY 1.

B. THE TIME FOR A SHUT-DOWN OF THE EXISTING CONTACT [email protected].

DEPRESSURIZE, AND DRAIN THE EXISTING WATERMAIN. A. COORDINATE WITH TORONTO WATER TO ISOLATE,

9


9

5.0m5.0m

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

NPS 4 SC IP

EX. 250mm WM

EX. 250

mm W

M

EX. HYD.

EX. 200mm SANEX. 200mm SAN

EX. 1500mm CONC. STM

EX. 1

800m

m C

ON

C. S

TM

EX. 200m

m S

AN

EX. 200

mm S

AN

EX. 300

mm S

TM

EX. VC

EX. 100mm STM

EX. CB

EX. CB

EX. 250mm WM

EX. 150

mm W

M

EX. VC

EX. GAS

EX. HP

EX. HP

EX.

MH

EX. MH

EX. MH

+

EX. CBEX. VC

EX. 900mm WM EX. 900mm WM

EX. BELL

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017K.A.

OCTOBER 2015


N

N.K.

C02

CHAMBER No.5 - YONGE ST./ELGIN ST.

CIVIL


METRIC


CHAMBER DETAILS

1 100% PRE-DESIGN SUBMISSION K.A.03/28/16

NOTES:

A A

170.42m

EX. FRAME AND COVER

CHAMBEREX. 5400x2400mm

SLAB (TYP.)EX. REMOVABLE

EX. 900x600mm STEEL REDUCER


STEEL REDUCEREX. 600x400mm


ENCASED REDUCEREX. 900mm CONC.


EX. PAVEMENTEX. REMOVABLE SLAB (TYP.)

EX. SUMPREMOVE EX. CONC. SUPPORT

EX. 900mm WM

MARK

No.

C9

173.00m

Water

B B

SECTION B-B

EX. PAVEMENT

EX. SUMP

AC CONDUITSABANDON/GROUT EX.


1:20

1:20

1:50

1:50

C9

C6

C9

C6


2870

780 600 1450


SECTION A-A

10

PLAN

4410


C38

M2

C66C72


C79

C79

C6

PIPE IS FUNCTIONING PROPERLYCLEAN, FLUSH AND VERIFY IF EX. DRAIN

NEW FLANGE TO EX. PIPEREMOVE EX. JOINT AND WELD

EX. 1500mm STM EX. 150mm DRAIN TO


RECORDING CHAMBEREX. 100mm INLET FROM ELECT.

FIELD VARIFIEDEXACT LOCATION AND DEPTH TO BE AC PIPES TO RECORDING CHAMBER. EX. 150mm AND 100mm CONC. ENCASED

4

C14

LP-3

LP-3

LP-3

LP-5

LP11

LP-3

LP-5

C14

TO CONTROL PANEL

16ECS-LU-03TT3 09/30/16 70% DESIGN SUBMISSION K.A.

WALL-MOUNTED LIGHTING FIXTURE

PLAN

PROPOSED UPGRADES

1350


FLOW

REPAIR DETAL ON DWG S01REFER TO TYP. CONCRETE PENETRATION WITH WALLCONCRETE AROUND PIPE REPAIR DETERIORATED

DETAILS(TYP.) SEE DWG S02 FOR CONCRETE PIPE SUPPORT

REPAIR DETAIL ON DWG S01REFER TO TYP. CONCRETE PENETRATION WITH WALLCONCRETE AROUND PIPE REPAIR DETERIORATED

ENGINEERING

FLOW

FLOWFLOW

C44

C40 C12 C40

C44

C44

C40 C40

C44

C12

C44

C40

SCH 40 FLANGE TO VICTAULIC 900x600m FABRICATED REDUCER SS 304L

FLANGE TO VICTAULIC SPACER600mm NOM. DIA.SS 304L SCH 40

CONDUIT SCHEDULE.REFER TO I&C DRAWINGS FOR INSTALL NEW ELECTRICAL CONDUITS. CORE DRILL INTO EX. CONC. WALL TO




DETAILS. REFER TO DWG. I33 FOR INSTALL PRESSURE TRANSMITTER AND GAUGE. SAMPLE PORT LOCATION FOR

173M-2016-2


LIGHTING SWITCH


C68


(SEE NOTE 10)C17 LIGHTING FIXTURE

CEILING MOUNTED


C55

(SEE NOTE 10)C17

C55

GRADE IN WATER TIGHT ENCLOSURE.LIGHTING SWITCH - 15A, 1P SPECIFICATION

C17

STANDARD ALUMINUM LADDER AND STEPSAS PER OPSD 405.020

C68

C90

C4 C3 C4

C3

C3

C3

C3

C3

C90

C90

C55

C3

C4

C81C81

C81

11/23/16

FUSE PROTECTION.STAINLESS STEEL CLIPS, ACCESSORIES - WIRE GAUGE, VOLTAGE - 120VMODEL - BS100LED-70W-WT40MANUFACTURER - BEGHELLILIGHTING FIXTURE BS-100

C3


DRAIN TYPE 'A'EX. SUMP C/W 150mm


C66



C38

C72

M2




900mm STEEL FLANGE, AWWA C207 CLASS E

EX. REMOVABLE SLAB

CHAMBERELECTRIC RECORDING PLUG EX. 100mm INLET FROM


LEGEND:

2

GRATING OF EX. DRAINREPLACE EX. FRAME &



ENTRY POINT.


NOTE: BOTTOM DRAIN VALVE ASSEMLY TO BE



DIRECTOR,

Z.Q.

AS SHOWN


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






INSTALL DETAILS. REFER TO TYPICAL I&C DWG. I34 FOR FLOAT SWITCH FOR FLOOD MONITORING,




CHAMBER REFER TO DRAWING C01.

11. FOR CONDUIT LAYOUT BETWEEN CONTROL PANEL AND



WORKS.

8. REFER TO I&C DRAWINGS FOR ADDITIONAL DEMOLITION

SUMP PUMP SUPPLIER.

7. RECEPTACLE FOR SUMP PUMP CO-ORDINATE RATING WITH

6. RECEPTACLE MOUNTING HEIGHT 1.5m ABOVE FLOOR.

UNDERSIDE OF REMOVABLE SLAB.

5. CONTRACTOR SHALL NOT RUN CONDUIT ALONG THE

ELECTRICAL CONDUIT AND LIGHTING PANEL DETAILS.

4. REFER TO TYPICAL I&C DRAWINGS I07 & I06 FOR

EQUAL, WITH CEMENT PROTECTION BOARD.

THICK EXTRUDED STYROFOAM HI40 INSULATION OR

3. WHERE EXISTING INSULATION IS DAMAGED, PROVIDE 50mm

FABRICATION.

TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO

2. ALL DIMENSIONS, INCLUDING SS304L SPACER DIMENSIONS


EXISTING PIPE/FLANGE CONNECTIONS PRIOR TO

TAKE MEASUREMENTS TO VERIFY SIZE AND TYPE OF

1. CONTRACTOR TO ENTER CHAMBER TO INVENTORY AND



02/14/17 ADDENDUM No. 5 K.A.


6

6

6

K.A.

OCTOBER 2015


N

N.K.

NOTES:

C01

SITE PLAN



METRIC

1 DRAFT PRE-DESIGN SUBMISSION T.B.01/15/16

CHAMBER No.6 - MILLIKEN PUMPING STATION

N

KEY PLANN.T.S.

CIVIL

14TH AVE.

McD

OW

ELL G

T.

MAP

LE P

R.

KE

NN

ED

Y R

D.

LEE AVE.

PUMPING STATIONMILLIKEN

STATIONPUMPING MILLIKEN

EX. DRIVEWAY

CLOSETEX. NETWORK ACCESS

2 K.A.100% PRE-DESIGN SUBMISSION03/23/16

LEGEND:

Water

4355 14th AVENUE

3 K.A.07/26/16 50% DESIGN SUBMISSION

EXISTING WATERMAIN SUPPORT AND PROTECT

SILT FENCE

16ECS-LU-03TT



MILLIKEN RESERVOIR & P.S.

FH

N

100 A.V. & M.H.

348-07

348-08

M.H.

348-09

M.H. 100 A.V. & M.H.

348-10

30P-09

100 A.V.750 H.B.V. &

30P-10

100 A.V.750 H.B.V. &

1350

mm M

AIN 2

13

350 H.B.V.

30P-04

30P-05

900 VENTURI

900 H.B.V.

30P-06

& C.V.3x450 H.B.V.

30P-01 2x1200 H.B.V.

30P-02 350 H.B.V.

30P-03 350 H.B.V.

WASHWATER & FH600 BV TO 150mm

30P-07

BURIED MH

0Y2-01

200 D.V. & 400 G.V.

900mm MAIN X2

FLOWMETER CHAMBERTOWN OF MARKHAM

14th AVE.

SCALE: N.T.S.

C

CABLES DURING CONSTRUCTION.

4. PROTECT ALL UNDERGROUND DUCTWORK, CONDUIT AND

ENGINEERING

I35


DETAILS. I07 FOR CONDUIT SCHEDULE

CONDUIT. REFER TO I&C DWG.NEW 6x53mm UNDERGROUND

THE DRAIN PIPE. REPAIR DRAIN PIPE AS REQUIRED.

IS FUNCTIONING PROPERLY. CONDUCT CCTV INSPECTION OF


CHAMBER TO PUMPING STATION BUILDING.

PRESSURE TRANSMITTER SENSING LINES RUNNING FROM

5. CONTRACTOR SHALL NOT DAMAGE OR DISRUPT EXISTING

K.A.95% DESIGN SUBMISSION5

30P-2016-1



PIPES TO BE REMOVED.ALL VENTURI FLOW METER SENSING DETAILS.SEE DETAILS ON DWG 30P-2016-3 FOR NEW MAGNETIC FLOW METER.REPLACE EX. VENTURI TUBE WITH

11/23/16

(SEE NOTE 3)CONNECTED TO EX. STM EX. 150mm DRAIN PIPE

CONSTRUCTIONPROTECT EX. STM DURING

6 K.A.

LOCATION OF EXISTING PD6s WATERMAIN VALVES


7 12/09/16 K.A.ISSUED FOR TENDERWILLIAM FERNANDES, P. ENG.

Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:







DIRECTOR,

ISOLATION) & 100 A.V.(TO BE CLOSED FOR WM 600 VENTURI 2x600 H.B.V.

METER CHAMBEREX. VENTURI FLOW

K.A.

TO DWG G05.





400

mm

PD

6S

ADDENDUM No.5


8

8

8 02/14/17

SPECIFICATION 4A FOR DETAILS.AND TIGHTEN ALL LEAKS. REFER TO SPECIAL CONTRACTOR TO ENSURE WATER TIGHTNESS AND REPAIR CHLORINE SOLUTION AND TORONTO WATER TO FLUSH. METHOD IS NEEDED. SWAB INTERNAL SURFACE WITH 12% DISINFECTION IS NOT REQUIRED, ONLY LOCAL REPAIR CONSTRUCTION SPECIFICATION TS 7.30. FULL MAIN BE CONDUCTED BY CONTRACTOR AS PER STANDARD FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO G.

CURBS, DRIVEWAYS, BOULEVARDS AND SODDED AREAS. WITH TS 4.60.07.04 FOR ALL PAVEMENTS, SIDEWALKS, PERMANENT RESTORATION REQUIRED IN ACCORDANCE F.

ULTRASONIC MEANS BY THE CONTRACTOR. ALL THE FIELD WELDINGS SHALL BE TESTED BY E.


30P-03, 30P-04, AND 30P-07IN THE CLOSED POSITION DURING CONNECTION: 30P-02, THE CONTROL VALVES OF THE FOLLOWING CHAMBERS BE C.

UP TO THE SHUTDOWN.DEPENDING ON OPERATIONAL CIRCUMSTANCES LEADING WATER RESERVES THE RIGHT TO CHANGE THESE DATES IS AFTER OCTOBER 31 AND BEFORE MAY 1. TORONTO THE TIME FOR A SHUT-DOWN OF THE EXISTING WATERMAIN B.



8

8

EX. HYD.

EX. V&B

EX. 150

mm P

VC W

M

EX. VC

EX. VC

EX. VC

EX. 600mm WM

EX. 600mm WM

EX. LS

EX. WM

EX. STM

EX. CB

EX. 100mm SAN

EX. MH

EX. 200

mm S

AN

EX. WM

EX. B

ELL

EX.

HY

DR

O

EX.

WM

EX.

HY

DR

O

EX. CONDUIT

EX. WM

EX. WM

EX. WM

EX. 150

mm CI IR

R (

AB

ND.)

EX. S

TM

EX. 900

mm W

M

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C02

SITE PLAN



METRIC



01/15/16

CHAMBER No.9 - MILLIKEN PUMPING STATION

PUMPING STATIONMILLIKEN

CIVIL

N

KEY PLANN.T.S.

14TH AVE.

McD

OW

ELL G

T.

MAP

LE P

R.

KE

NN

ED

Y R

D.

LEE AVE.

CLOSET WTR-PMI-COM-1300EX. NETWORK ACCESS

STATIONPUMPING MILLIKEN

ACCESS ROADMAINTANENCE EX. TURFSTONE

K.A.2 100% PRE-DESIGN SUBMISSION

NOTES:

03/23/16

LEGEND:

Water

50% DESIGN SUBMISSION K.A.3

4355 14th AVENUE

SILT FENCE

07/26/16





16ECS-LU-03TT

MILLIKEN RESERVOIR & P.S.

FH

N

100 A.V. & M.H.

348-07

348-08

M.H.

348-09

M.H. 100 A.V. & M.H.

348-10

30P-09 30P-10 100 A.V.750 H.B.V. &

1350

mm M

AIN 2

13

30P-05

900 VENTURI

900 H.B.V.

30P-06

& C.V.3x450 H.B.V.

NEW-0013

1200 H.B.V.

30P-08

M.H.

30P-07H.B.V. 100 A.V.600 VENTURI 2x600

BURIED MH

0Y2-01

200 D.V. & 400 G.V.

900mm MAIN X2 14th AVE.

ENGINEERING

CI35

PAD FOR PAC ENCLOSURENEW 1.2x1.5m CONCRETE


CHAMBER TO PUMPING STATION BUILDING.

PRESSURE TRANSMITTER SENSING LINES RUNNING FROM

5. CONTRACTOR SHALL NOT DAMAGE OR DISRUPT EXISTING

DETAILS. FOR CONDUIT SCHEDULE REFER TO I&C DWG. I07 UNDERGROUND CONDUIT.NEW 6x53mm


30P-2016-2


& 100 A.V.750 H.B.V.

11/23/16



6 K.A.

6. FOR DIRECT BURIED DUCT DETAILS REFER TO DWG I35.


NEW-0014

1800 H.B.V.

LOCATION OF EXISTING PD5o WATERMAIN VALVES


K.A.12/09/167 ISSUED FOR TENDER



DIRECTOR,

Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:







K.A.




ADDENDUM No.5


8

8

8


02/14/17

8


8

(SEE NOTE 3)EX. STMCONNECTED TO DRAIN PIPE EX. CHAMBER

REMOVEDSHALL BE SENSING PIPES FLOW METER ALL VENTURI DETAILS.30P-2016-4 FOR METER. SEE DWG MAGNETIC FLOW WITH NEW VENTURI TUBE REPLACE EX.

N.T.S.


CHAMBER.INSTALL THE NEW FLOW METER AND PIPING WITHIN THE EXISTING D.

AND VALVE WITHIN THE PUMPING STATION.CLOSED POSITION DURING CONNECTION: 30P-06, 30P-09, 30P-10 THE CONTROL VALVES OF THE FOLLOWING CHAMBERS BE IN THE C.

OPERATIONAL CIRCUMSTANCES LEADING UP TO THE SHUTDOWN.RESERVES THE RIGHT TO CHANGE THESE DATES DEPENDING ON AFTER OCTOBER 31 AND BEFORE MAY 1. TORONTO WATER THE TIME FOR A SHUT-DOWN OF THE EXISTING WATERMAIN IS B.

[email protected] DRAIN THE EXISTING WATERMAIN. CONTACT COORDINATE WITH TORONTO WATER TO ISOLATE, DEPRESSURIZE, A.

SPECIAL SPECIFICATION 4A FOR DETAILS.TIGHTNESS AND REPAIR AND TIGHTEN ALL LEAKS. REFER TO TORONTO WATER TO FLUSH. CONTRACTOR TO ENSURE WATER INTERNAL SURFACE WITH 12% CHLORINE SOLUTION AND REQUIRED, ONLY LOCAL REPAIR METHOD IS NEEDED. SWAB SPECIFICATION TS 7.30. FULL MAIN DISINFECTION IS NOT CONDUCTED BY CONTRACTOR AS PER STANDARD CONSTRUCTION FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO BE G.

BOULEVARDS AND SODDED AREAS. 4.60.07.07 FOR ALL PAVEMENT, SIDEWALKS, CURBS, DRIVEWAYS, PERMANENT RESTORATION REQUIRED IN ACCODANCE WITH TS F. EXCAVATION LIMITS

APPROXIMATE

8

(UTM COORDINATE SYSTEM)N 4855672.27

E 635889.94 TPML1-CP01

NEW PAC PANEL YORK REGION

8

8

EX. 1500mm WM

EX. 1200mm WM

x x x xx x x x

x

xx EX. GAS

METEREX. GAS

EX. BELL

EX. 5x2 D

UC

T B

AN

K

EX. WME

X. 900

mm W

M

EX. 3x4 D

UC

T B

AN

K

EX. C

OM

MO

N C

ON

DUIT

EX. S

TM

EX. 150

mm CI IR

R (

AB

ND.) EX. S

TMEX. S

L

EX. B

ELL

+

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C011

CHAMBER No.7 - DUFFERIN ST./MAISON PARK CRT.

SITE PLAN

N

KEY PLANN.T.S.

CIVIL

DUFFERIN ST.

VICEROY RD.

PA

RK C

RT.

MAIS

ON

CNR

STEELES AVE.

GLEN SHIELDS AVE.

DU

FFE

RIN S

T.

VICEROY RD.PARC CRT.

MAISON

EX. CONC. SIDEWALK


NOTES:


WITH CONC. POSTSEX. STEEL FENCE

K.A.

EX. MEDIAN

EX. CURB

EX. CURB


K.A.100% PRE-DESIGN SUBMISSION2

ELECTRIC CHAMBERPLUG EX. DRAIN FROM

03/28/16

LEGEND:


Water

K.A.3 07/26/16 50% DESIGN SUBMISSION

REINSTATE EXISTING ASPHALT

SILT FENCE


16ECS-LU-03TT


EX. C

ON

C.

WA

LK

WA

Y

SCALE: N.T.S.

WATERMAIN VALVES LOCATION OF EXISTING

N

258-12

900 B.V. & 100 A.V.

365-10

300 D.V. & M.H.

365-09

300 D.V. & M.H.

365-02

300 D.V. & M.H.

1500mm MAIN 258

1500

mm M

AIN 3

65

1200

mm M

AIN 3

65

CENTRE ST.

365-01

900 B.V. & 50 A.V.

STEELES AVE.

MAISON PARC CT.VICEROY RD.

CLARK AVE.

VENTURI

CHAMBER 7

DRAINOPEN

P37820

ENGINEERING

DURING CONSTRUCTIONPROTECT EX. O/H HYDRO

DURING CONSTRUCTIONPROTECTED AND SUPPORTED EX. LIGHT STANDARD TO BE DURING CONSTRUCTION

SIGN TO BE PROTECTED EX. FLOWER BED AND

SEE NOTE 5CONNECTED TO EX. STM. EX. 150mm CHAMBER DRAIN PIPE

IN CBCONTROLS TO BE ESTABLISHED EROSION AND SEDIMENTATION


271M-2016-1





DURING CONSTRUCTION.POLE. PROTECT EX. POLE EX. UTILITY METER ON


ENCLOSUREPAD NEW ELECTRICAL NEW 2.1mx1.5m CONC.



11/23/16

2.4

m

2.5

0m

DWG. I02 FOR DETAILSSYSTEM REFER TO GROUNDING ROD

PULL ALL EX. WIRINGABANDON EX. CONDUITS AND

SUMP PUMP SUPPLIER.


(TYP.)TRAFFIC CABLE PROTEXT EX.

6 K.A.

DETAILS. SEE NOTE 8 REFER TO DWG. I02 FOR INSTALL CONDUIT.NEW 1x53mm UNDERGROUND

GAS MAINPROTECT EX.

1.70m

CABLESEX. TRAFFIC/BELL SUPPORT & PROTECT

ABANDONED. SEE NOTE 2, 3.CHAMBER TO BE EX. ELECTRIC/RECORDING

EX. PIPEABANDON AND GROUT







DIRECTOR,

Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






1.10m

BI35

DWG I35.

7. FOR DIRECT BURIED DUCT DETAILS REFER TO TYPICAL I&C

DETAILS. SEE NOTE 7DWG. I07 FOR CONDUIT SCHEDULE CONDUIT. REFER TO TYPICAL I&C NEW 8x53mm UNDERGROUND



METRIC

BE SALVAGED AND RETURNED TO THE CITY YARD.

COMPLETELY RESTORED. FRAMES AND COVER ARE TO

FILL TO SUBGRADE. THE AFFECTED AREA TO BE

BELOW GRADE AND BACKFILLED WITH UNSHRINKABLE

2. EXISTING RECORDING CHAMBER TO BE BROKEN 1m

TO DWG G05.







K.A.





MAGNETIC FLOW METERREPLACE EX. VENTURI TUBE WITH NEW

CONSTRUCTIONMAINTAINED DURING ACCESS TO BE


ADDENDUM No.5


8

8

8

02/14/17

4A FOR DETAILS.AND TIGHTEN ALL LEAKS. REFER TO SPECIAL SPECIFICATION CONTRACTOR TO ENSURE WATER TIGHTNESS AND REPAIR CHLORINE SOLUTION AND TORONTO WATER TO FLUSH. METHOD IS NEEDED. SWAB INTERNAL SURFACE WITH 12% DISINFECTION IS NOT REQUIRED, ONLY LOCAL REPAIR CONSTRUCTION SPECIFICATION TS 7.30. FULL MAIN CONDUCTED BY CONTRACTOR AS PER STANDARD FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO BE G.

DRIVEWAYS, BOULEVARDS AND SODDED AREAS.TS 4.60.07.04 FOR ALL PAVEMENT, SIDEWALKS, CURBS, PERMANENT RESTORATION REQUIRED IN ACCORDANCE WITH F.

MEANS BY THE CONTRACTOR.ALL THE FIELD WELDINGS SHALL BE TESTED BY ULTRASONIC E.


OPEN DRAIN IN 365-02.THE CLOSED POSITION DURING CONNECTION: 258-12, 365-01. THE CONTROL VALVES OF THE FOLLOWING CHAMBERS BE IN C.

SHUTDOWN.ON OPERATIONAL CIRCUMSTANCES LEADING UP TO THE RESERVES THE RIGHT TO CHANGE THESE DATES DEPENDING AFTER OCTOBER 31 AND BEFORE MAY 1. TORONTO WATER THE TIME FOR A SHUT-DOWN OF THE EXISTING WATERMAIN IS B.


8

LIMITSmm HL1 RESTORATION PERMANENT ASPHALT 40

5.0m

5.0m


8

8

EX.

GAS

EX. BELL

EX. BELL

EX. 1200mm WM

EX. 300

mm W

M

EX. 300

mm S

TM

EX. 250mm SAN

EX. LS

EX. HP

EX. TS

EX. 2

50

mm S

AN

EX. 300mm WMEX. 300mm WM

EX. 3

00

mm W

M

EX. 150mm DRAIN

EX. TS

EX. CB

EX. 1200mm WMEX. 1200mm WM

EX. 100mm DRAIN

+

EX.

O/H H

YD

RO

EX. FLOWER BED

EX. HYDRO

EX. B

ELL

EX. G

AS

EX. TL

EX. TL

EX. TL

EX. TL

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C02

A

SECTION B-B

CHAMBER No.7 - DUFFERIN ST./MAISON PARK CRT.

CHAMBER DETAILS

EX. 6100x2500mm CHAMBEREX. SUMP PUMP


EX. AIR VALVE

EX. GATE VALVE

EX. GATE VALVE

EX. VENTURI TUBE

EX. GROUNDEX. REMOVABLE SLAB (TYP.)

CIVIL


METRIC


ENCASED WMEX. 900mm CONC.

ENCASED WMEX. 900mm CONC.

EX. FRAME AND COVER

EX. SUMP

189.00m

185.56m

1 100% PRE-DESIGN SUBMISSION K.A.

REMOVE EX.


NOTES:FIELD VERIFIEDAND LOCATION TO BE CHAMBER. EX. DEPTH RECORDING ENCASED PVC PIPE TO EX. 150/100mm CONC.

03/28/16

MARK

No.

C6

A

Water

50% DESIGN SUBMISSION2 K.A.

EX. GROUND

CHAMBER TO SUMPMETER RECORDING EX. 100mm DRAIN FROM

CONNECTIONEX. FLANGED

1:50

1:50

BB

1:20

1:20

C6

PLAN

BE FIELD VERIFIEDDEPTH AND LOCATION TO RECORDING CHAMBER. EX. ENCASED PVC PIPE TO EX. 150/100mm CONC.

CHAMBER TO SUMPMETER RECORDING EX. 100mm DRAIN FROM

SECTION A-A


10

07/26/16


C38

M2

C66C72

C79

C79

C6

EX. 150mm RAISED DRAIN PIPE

EX. 150mm DRAIN TO EX. STORM SEWER

EX. STORM SEWEREX. 150mm DRAIN TO

TYPE 'A' DRAINEX. 150mm

300mm STORM SEWEREX. 150mm DRAIN TO EX.

EX. 100mm DRAINABANDON AND GROUT

CONDUITSABANDON EX. PVC

FUNCTIONING PROPERLYIF EX. DRAIN PIPE IS CLEAN, FLUSH AND VERIFY

FUNCTIONING PROPERLYIF EX. DRAIN PIPE IS CLEAN, FLUSH AND VERIFY

PLUG EX. 100mm DRAIN

AND DISCHARGE PIPINGREPLACE EX. SUMP PUMP

MARK

No.

C3

C3 C3

C3C3

LP-3 LP-3

LP-3LP-3

TO CONTROL PANEL

C3C3



PLAN

PROPOSED UPGRADES

3 70% DESIGN SUBMISSION K.A.16ECS-LU-03TT


FLOW

FLOW

09/30/16

REPAIR DETAIL ON DWG S01 REFER TO TYP. CONCRETE WITH WALLPIPE PENETRATION CONCRETE AROUND REPAIR DETERIORATED

ENGINEERING

AND COVERREPLACE EX. FRAME

C44

C40 C12 C42

C40

C44

C12 C42

FRAME AND COVERREPLACE EX. CIRCULAR


VICTAULIC TO FLANGE SPACER900mm NOM. DIA. SS 304L SCH 40


C12

C44

C40

C42

±3408

4

1700 1700

4

4

SEE DWG S02 FOR DETAILS.CONCRETE PIPE SUPPORT (TYP.).



271M-2016-2


C14

LP-11C14

LP-5C4

C55

LP-5C4

C55


LIGHTING SWITCH


C17C4

C55

C68

GRADE IN WATER TIGHT ENCLOSURE. LIGHTING SWITCH - 15A, 1P SPECIFICATION

PER OPSD 405.020STANDARD ALUMINUM LADDER AND STEPS AS

C68



(SEE NOTE 13)C17

(SEE NOTE 13)C17

C81 C81

C81

C6

PROTECTION.STAINLESS STEEL CLIPS,FUSE ACCESSORIES - WIRE GUARD, VOLTAGE - 120VMODEL - BS100LED-70W-WT40MANUFACTURER - BEGHELLILIGHTING FIXTURE BS-100

11/23/16

FOR CONDUIT SCHEDULE DETAILS.CONDUITS. REFER TO I&C DRAWINGS AND INSTALL NEW ELECTRICAL CORE DRILL INTO EX. CONC. WALL

SEE DWG S02 FOR DETAILS.APPLY NEW WATERPROOFING

LEGEND:

OF EX. SUMP/DRAIN.GRATING AND STEEL PLATE REPLACE EX. FRAME,


C66



C38

C72

M2




EX. REMOVABLE SLAB


CS, AWWA C207 CLASS E900mm MAGNETIC FLOW METER FLANGED,

DETAIL ON DWG S02EX. LADDER. SEE REMOVE & REPLACE

1170


2



ENTRY POINT.





DIRECTOR,

Z.Q.

AS SHOWN


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






SEE NOTE 1

PATTERN TO MATCH EXISTING MATING FLANGEFLANGE TO FLANGE SPACER. FLANGE TYPE/BOLT - 900mm NOM. DIA. SS 304L SCH 40

I34 FOR INSTALL DETAILS.REFER TO TYPICAL I&C DWG FLOOD MONITORINGFLOAT SWITCH FOR

DWG I33 FOR INSTALL DETAILSGAUGE REFER TO TYPICAL I&C PRESSURE TRANSMITTER ANDSAMPLE PORT LOCATION FOR

I32.REFER TO TYPICAL I&C DWG. FOR INSTALLATION DETAILS

SEE DWG G03.

16. FOR GENERAL CHAMBER NOTES

INJECTION.

15. ASSUME 2m OF TOTAL CRACK

REPAIRS.

14. ASSUME 5m OF TOTAL CONCRETE

ENTRY POINT.

13. LOCATION NEAR LADDER AT LOCAL


ADDITIONAL DEMOLITION WORKS.

11. REFER TO I&C DRAWINGS FOR

PUMP SUPPLIER.

CO-ORDINATE RATING WITH SUMP

10. RECEPTACLE FOR SUMP PUMP

REFER TO I&C DRAWINGS.

CONTROL PANEL AND CHAMBER

9. FOR CONDUIT LAYOUT BETWEEN

SHALL BE 1.5m ABOVE FLOOR.

8. RECEPTACLE MOUNTING HEIGHT

REMOVABLE SLAB.

CONDUIT ON UNDERSIDE OF

7. CONTRACTOR SHALL NOT RUN

AND LIGHTING PANEL DETAILS.

I07 & I06 FOR ELECTRICAL CONDUIT

6. REFER TO TYPICAL I&C DRAWINGS

CEMENT PROTECTION BOARD.

INSULATION OR EQUAL, WITH

EXTRUDED STYROFOAM HI40

DAMAGED, PROVIDE 50mm THICK

5. WHERE EXISTING INSULATION IS

EXISTING ELECTRICAL CHAMBER.

DISCONNECTED FROM THE

4. ELECTRICAL SERVICE TO BE

FABRICATION.

CONTRACTOR PRIOR TO

TO BE FIELD VERIFIED BY THE

SS304L SPOOL PIECE DIMENSIONS

3. ALL DIMENSIONS, INCLUDING

TO CONSTRUCTION/FABRICATION.

PIPE/FLANGE CONNECTIONS PRIOR

AND TYPE OF EXISTING

MEASUREMENTS TO VERIFY SIZE

TO INVENTORY AND TAKE

2. CONTRACTOR TO ENTER CHAMBER

PUMP.

SUPPLY AND INSTALL NEW SUMP

1. REMOVE EXISTING SUMP PUMP,


6

K.A.

±1000

6

6

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN



METRIC

1

CHAMBER No.8 - BATHURST ST./STEELES AVE.

BA

TH

UR

ST S

T.

CIVIL

N

KEY PLANN.T.S.

BA

TH

UR

ST S

T.

STEELES AVE. W.

CORDOBA DR.

TOWNSGATE DR.

EX. C

ON

C. SID

EW

AL

K

EX. C

ON

C. SID

EW

AL

K

CRESTWOOD RD.

MAGNETIC FLOW METERMETER WITH NEW REPLACE EX. VENTURI

NOTES:

K.A.

(WTR-250-CH-003B)CHAMBER EX. METERING

EX. CURB

EX. CURB

0.83m

EX. BUS SHELTER


EX. MEDIAN



K.A.100% PRE-DESIGN SUBMISSION2 03/28/16

LEGEND:


Water

K.A.3 07/26/16 50% DESIGN SUBMISSION

SILT FENCE





2. EXISTING RECORDING CHAMBER TO BE BROKEN 1.0m BELOW

SEE NOTE 5


16ECS-LU-03TT

N

450mm

250-04

100 A.V.

250-05

300 D.V. & MH

150mm

250-06

TAKE OFF400 G.V. VERT.

250-3C

METER

250-3B

VENTURI

250-3A

100A.V.

250-02

750 B.V. & 40 A.V.

250-03

300 D.V. & M.H.

250-01

TAKE OFF400 G.V. VERT.

232-12

750 B.V. & 150 D.V.

1200

mm M

AIN 2

50

STEELES AVE.

CRESTWOOD RD.

250-09

100 A.V. & M.H.

250-10

900 B.V. & 40 A.V.

WATERMAIN VALVESLOCATION OF EXISTING

SCALE: N.T.S.

900

mm M

AIN 2

32

VENTURI

CHAMBER 8

09/30/16

ABANDONEDEX. DUCT BANK TO BE


P38692EX. HP

ENGINEERING

ABANDONEDEX. 200mm WM TO BE

ARNOLD AVE.


SEE NOTE 2, 3.CHAMBER TO BE ABANDONED. EX. ELECTRIC/RECORDING

EXISTING WIRING FROM CHAMBER.

SALVAGED AND RETURNED TO THE CITY YARD. PULL ALL

INSTRUMENTATION, CONTROL PANELS AND EQUIPMENT TO BE

THE EXISTING UNDERGROUND RECORDING CHAMBER. ALL

3. REMOVE ALL EXISTING ELECTRICAL AND CONTROL PANELS IN

143M-2016-1








No.10

No.9


2.49 33.4 FAIR

(M)TPZ

11/23/16

MAPLENORWAY

PLATANOIDESACER

10MAPLE

NORWAY PLATANOIDES

ACER 37.6 FAIR 2.4

SYSTEM)(MTM COORDINATE E 309119.77N 4850121.41WTR-250-RPU-3B01TORONTO RPU PANEL

2.4

m

2.4m

MOUNTED ON POLEEX. UTILITY METER

TREE INVENTORY:


FUNCTIONING PROPERLY. CONDUCT CCTV INSPECTION OF


LIGHT AND STM.

THE DEPTH AND LOCATION OF EX. BELL, HYDRO, STREET

5. CONTRACTOR TO CONDUCT VACUUM TEST PIT TO CONFIRM

EX. O/H HYDRO

6 K.A.

EX. FIBER OPTIC

12/08/16



(0.3mx0.3mx1.8m)HOLE BURIED DRAINAGE ABANDON EX.

150mm DRAIN TO BE FIELD VERIFIED.

LOCATION AND DEPTH OF EX. CB. ELEVATION OF NEW

STM CB. CORE INTO EX. CB. CONTRACTOR TO CONFIRM

10. CONNECT NEW 150mm PVC DR35 CHAMBER DRAIN TO EX.

NOTE 10)2% SLOPE TO EX. CB (SEE DR35 RAISED DRAIN @ MIN. PROP. 8.0m - 150mm PVC

CONSTRUCTIONEXISTING POLE DURING PROTECT/SUPPORT


OF VAUGHANREGION AND CITY WITH YORK ISOLATION OF WM COORDINATE CONTRACTOR TO



DIRECTOR,

ELECTRICAL ENCLOSUREPAD FOR NEW PROP. 2.1mx1.5m CONC.

ISSUED FOR PUCC REVIEW


Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






AI35

DWG I35.

8. FOR CONCRETE ENCASE DETAILS REFER TO TYPICAL I&C

REFER TO DWG I02CONDUITNEW 1x53mm UNDERGROUND

DETAILS. REFER TO DWG I02 FOR GROUNDING ROD SYSTEM

DETAILS.FOR CONDUIT SCHEDULE TO TYPICAL I&C DWG I07 NEW DUCT BANK. REFER

K.A.

TO DWG G05.




FOR INSPECTION. PHONE: (905) 830-4444 EXT. 75277.



REINSTATE EX. ASPHALT SPLASH PAD

ROAD SIGNEXISTING


ADDENDUM No.5



8

8

8


02/14/17

8

DETAILS.REFER TO SPECIAL SPECIFICATION 4A FOR TIGHTNESS AND REPAIR AND TIGHTEN ALL LEAKS. FLUSH. CONTRACTOR TO ENSURE WATER CHLORINE SOLUTION AND TORONTO WATER TO NEEDED. SWAB INTERNAL SURFACE WITH 12% IS NOT REQUIRED, ONLY LOCAL REPAIR METHOD IS SPECIFICATION TS 7.30. FULL MAIN DISINFECTION CONTRACTOR AS PER STANDARD CONSTRUCTION DISINFECTION TO BE CONDUCTED BY FIELD PRESSURE TEST NOT REQUIRED. G.

BOULEVARDS AND SODDED AREAS. PAVEMENT, SIDEWALKS, CURBS, DRIVEWAYS, ACCORDANCE WITH TS.4.60.07.04 FOR ALL PERMANENT RESTORATION REQUIRED IN F.


WITHIN THE EXISTING CHAMBER.INSTALL THE NEW FLOW METER AND PIPING D.

POSITION : 250-03 DV, 250-09 AV.OF THE FOLLOWING CHAMBER BE IN THE OPEN ISOLATE NORTH OF 250-06. THE CONTROL VALVES THERE IS ALSO 450/150 VAUGHAN BRANCH TO CONNECTION: 250-10, 232-12, 250-01, 250-02, 250-06. CHAMBERS BE IN THE CLOSED POSITION DURING THE CONTROL VALVES OF THE FOLLOWING C.

THE SHUTDOWN.OPERATIONAL CIRCUMSTANCES LEADING UP TO CHANGE THESE DATES DEPENDING ON MAY 1. TORONTO WATER RESERVES THE RIGHT TO WATERMAIN IS AFTER OCTOBER 31 AND BEFORE THE TIME FOR A SHUT-DOWN OF THE EXISTING B.

[email protected]. CONTACT DEPRESSURIZE, AND DRAIN THE EXISTING COORDINATE WITH TORONTO WATER TO ISOLATE, A.

8

RESTORATION LIMITSASPHALTPERMANENT 40mm HL1


5.0

m

5.0

m

8

LIMITSAPPROXIMATE EXCAVATION

8

TO BE ESTABLISHED IN CBSENDIMENTATION CONTROLS EROSION AND


8

RAT

OI

N

AL

E

ER

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G

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P

VO

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IOFEC O

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NE

OSEF OIS

S

RP

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N

K. AFZAL

100052014

Feb. 14, 2017

EX.

GAS

EX. 1050

mm S

TM

EX. 900

mm S

TM

EX. DUCT BANK

EX. 1200

mm W

M

EX.

HY

DR

O

EX. 300

mm W

M

EX. 1200

mm W

M

EX. B

ELL

EX. B

ELL

EX. B

ELL

EX. C

B

EX. C

B

EX. LS

EX. LS

EX. C

B

EX. 200mm WM

EX.

HY

DR

O (

UN

DE

RG

RO

UN

D)

EX. B

ELL

EX. B

ELL

EX. BP

x

x

x

x

x

x

x

x

x

EX. S

L

CO

ND

UIT

EX. E

MP

TY

EX. F

O

EX. F

O

EX.

HW

+E

X.

HY

D.

EX.

O/H H

YD

RO

EX. F

O

EX. F

O

EX.

O/H H

YD

RO

OOrella

Callout

MAX. EXCAVATION LIMIT

GENERAL

K.A.

OCTOBER 2015


N

N.K.

C02

A

A

SECTION B-B

B

B


CHAMBER DETAILS


METRIC


190.59m

188.06m

187.20m

1 03/28/16 100% PRE-DESIGN SUBMISSION K.A.

-

REDUCEREX. 900mm x 600mm


EX. 100mm AC CONDUITS

REDUCEREX. 900 x 600mm

EX. FRAME AND COVER

EX. FRAME AND COVER EX. PAVEMENT

SUPPORT (TYP.)REMOVE EX. CONC.

EX. REMOVABLE SLAB

MARK

No.

C6

Water


EX. PAVEMENT

1:50

1:50

1:20

EX. AC CONDUITSABANDON/PLUG

470

C9


C6

TUBE (+ 3000)REMOVE EX. VENTURI

C9

SCH 40 REDUCER900mm x 600mm SS 304L

PLAN

SECTION A-A


10 4


C38

M2

C66C72


C79

C79

FLOW

FLOW

1200mmSTEEL WM REDUCED FROM EX. 900mm CONC. ENCASED

EX. REMOVABLE SLAB

C14

PLAN

PROPOSED UPGRADES

LP-3

LP-3C14

LP-5

LP-5

LP-3

3 09/30/16 70% DESIGN SUBMISSION K.A.16ECS-LU-03TT


SEE DWG S02 FOR DETAILSCONCRETE PIPE SUPPORT (TYP.)

DETAIL ON DWG S01REFER TO CONCRETE REPAIR PENETRATION WITH WALLCONCRETE AROUND PIPE REPAIR DETERIORATED

DETAIL ON DWG S01REFER TO CONCRETE REPAIR PENETRATION WITH WALLCONCRETE AROUND PIPE REPAIR DETERIORATED

ENGINEERING

C12

C44

C42

C40


FLANGE TO FLANGE SPACER600mm NOM. DIA.SS 304L SCH 40

VICTAULIC TO FLANGE SPACER600mm NOM. DIA.SS 304L SCH 40

C44

C40 C12 C42

AND COVERREPLACE EX. FRAME

C42C12

C40

C44

C79

PIPEWELD NEW FLANGE TO EX. C9 - REMOVE EX. JOINT AND

DETAILS.TO I&C DRAWINGS FOR CONDUIT SCHEDULE INSTALL NEW ELECRICAL CONDUITS. REFER CORE DRILL INTO EX. CONC. WALL TO

TO CONTROL PANEL

4

470

4

4



SUMP PUMP. SEE DWG G05 FOR DETAILSC5

C65(ALLUMINUM FRAME AND GRATING)400x400x400 DEEP SUMP

C65

1:20

C5

C65

DETAIL ON DWG S01.REFER TO TYP. SUMP PROP. SUMP PIT.

MUD SLAB75mm CONCRETE

EX. 4000x1800mm CHAMBER



FIXTUREWALL- MOUNTED LIGHTING

LP-11

K.A.95% DESIGN SUBMISSION11/23/164

143M-2016-2

1270


LIGHTING SWITCH



GRADE IN WATER TIGHT ENCLOSURE. LIGHTING SWITCH - 15A, 1P SPECIFICATION

C17

C68

C68

C55

C3

C3C4

C90

C3C4

C10

C92

C92


C3 C3

C90

C6

C55

(SEE NOTE 13)C17

C10

C90

C55

C3

C4

U/S 2400mm AFFLIGHTING FIXTURE WALL- MOUNTED

C81

C81 C81


(SEE NOTE 13)C17


IN CONCRETEBY ENGINEER, PRIOR TO RE-ENCASING AROUND STEEL BEAM FOR INSPECTION REMOVE DETERIORATED CONCRETE

LEGEND:

UNKNOWN)EX. DRAIN PIPE (CONNECTION

ABANDON EX. SUMP/DRAIN

STMSLOPE TO EX. 1050mm CHAMBER DRAIN @ 2% NEW 150mm RAISED


C66



C38

C72

M2




900mm DIA. STEEL FLANGE, AWWA C207 CLASS E


ON DWG S02LADDER. SEE DETAIL EX. ALUMINUM REMOVE & REPLACE

780




EX. SUMP AND GRATING

ENTRY POINT.



EX. REMOVABLE SLAB



DIRECTOR,

Z.Q.

AS SHOWN


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






I32REFER TO TYPICAL I&C DWG. FOR INSTALLATION DETAILS

DWG. I33 FOR INSTALL DETAILS. GAUGE REFER TO TYPICAL I&C PRESSURE TRANSMITTER ANDSAMPLE PORT LOCATION FOR

DETAILS. TYPICAL I&C DWG I34 FOR INSTALL FLOOD MONITORING. REFER TO FLOAT SWITCH FOR

REDUCED FROM 1200mmENCASED STEEL WM EX. 900mm CONC.

02/14/17 ADDENDUM No.5 K.A.

6

6

6

6

700

+ -

6

6




13. LOCATE NEAR LADDER AT LOCAL ENTRY POINT.


DEMOLITION WORKS.

11. REFER TO I&C DRAWINGS FOR ADDITIONAL

RATING WITH SUMP PUMP SUPPLIER.

10. RECEPTACLE FOR SUMP PUMP CO-ORDINATE

PANEL AND CHAMBER REFER TO DRAWING C01.

9. FOR CONDUIT LAYOUT BETWEEN CONTROL

UNDERSIDE OF REMOVABLE SLAB.

8. CONTRACTOR SHALL NOT RUN CONDUIT ON THE

ABOVE FLOOR.

7. RECEPTACLE MOUNTING HEIGHT SHALL BE 1.5m

STM.

OF SUMP AND DRAIN PIPE CONNECTION TO EX.

6. CONTRACTOR TO FIELD VERIFY THE LOCATION

DETAILS.

ELECTRICAL CONDUIT AND LIGHTING PANEL


PROTECTION BOARD.

HI40 INSULATION OR EQUAL, WITH CEMENT

PROVIDE 50mm THICK EXTRUDED STYROFOAM

4. WHERE EXISTING INSULATION IS DAMAGED,

FROM THE EXISTING ELECTRICAL CHAMBER.

3. ELECTRICAL SERVICE TO BE DISCONNECTED

THE CONTRACTOR PRIOR TO FABRICATION.

PIECE DIMENSIONS TO BE FIELD VERIFIED BY

2. ALL DIMENSIONS, INCLUDING SS304L SPOOL


PIPE/FLANGE CONNECTIONS PRIOR TO

VERIFY SIZE AND TYPE OF EXISTING

INVENTORY AND TAKE MEASUREMENTS TO

1. CONTRACTOR TO ENTER CHAMBER TO

2

NOTES:

6

STRUCTURAL NOTES:

PROVINCE OF ONTARIO.

BY PROFESSIONAL ENGINEER LICENSED IN THE

3. PROVIDE SHOP DRAWING FOR REVIEW SEALED

OF STEEL BEAM.

ALL REQUIRED SHORING DURING REPLACEMENT

2. CONTRACTOR TO DESIGN, SUPPLY AND INSTALL

W250x45 STEEL BEAM.

WITH 1.5M OF 1500mm CONCRETE ENCASED

CONCRETE AROUND STEEL BEAM AND REPLACE

1. REMOVE STEEL BEAM AND DETERIORATED

CHAMBER # 8

RAT

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K. AFZAL

100052014

Feb. 14, 2017

T

EX. GAS

xx xxx xxx x

+

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100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N.K.



METRIC

1


N

KEY PLANN.T.S.

BA

TH

UR

ST S

T.

STEELES AVE. W.

CORDOBA DR.

TOWNSGATE DR.

CRESTWOOD RD.

K.A.

ST

EE

LE

S A

VE. W

TRAFFIC CONTROL

Water

07/26/16 50% DESIGN SUBMISSION

LEGEND:

NBATHURST ST.

NOTES:

1. FOR GENERAL AND TRAFFIC NOTES REFER TO DWG G03.

SEE I&C DWG'S FOR DETAILSPROP. TORONTO RPU PANEL.

TM01

16ECS-LU-03TT2 70% DESIGN SUBMISSION K.A.09/30/16

ENGINEERING

TRAFFIC PATTERN DURING CONSTRUCTION

TRAFFIC PATTERN PRIOR TO CONSTRUCTION

3 10/19/16 SUBMISSION TO YORK REGION TRAFFIC GROUP K.A.

3.2

5m

(TY

P.)

MIN.

TEMPORARY PAVEMENT MARKING

EXISTING PAVEMENT MARKING

NOTE:

THROUGH CONSTRUCTION ZONEREDUCE SPEED TO 50km/h

REINSTATEMENT OF THE BUS STOP.COORDINATE WITH YORK REGION TRANSIT TO ARRANGE SIGN AND TEMPORARY RELOCATION OF THE BUS STOP. NOTICE TO ARRANGE FOR REMOVAL OF THE BUS STOP

2. PROVIDE YORK REGION TRANSIT A MINIMUM OF 2 WEEKS

K.A.4

143M-2016-3

CONSTRUCTIO

NT

C-1

TC-2

B

TC-3

L

TC-4

R

TRAFFIC MANAGEMENT PLAN - STAGE 1

TAPER

20m 40m 40m 40m 40m

TAPER TAPER

90m 90m 90m

Rb-4

1Rb-4

7Rb-4

4

TC-1

2R

DETAILSSEE DWG C02 FOR CHAMBER.EXISTING METERING

WIDENINGACCOMMODATE ROAD CURB TO SAW CUT 95.0m OF EX.

TC-3

L

8m

TYP.

WORK AREA

11/16/16

TEMPORARY CONDITIONS/REGULATORY SIGN

BUFFER BUFFER

SIGNAGE ADDED

NTS NTS NTS


Z.Q.

N.T.S.


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:








DIRECTOR,

COMPLETIONWIDENING. REMOVE UPON 1.0m TEMPORARY ROAD

TC - 54 DRUM BARELL

REMOVE UPON COMPLETION

TEMPORARY ROAD WIDENING AS REQUIRED.

ADDENDUM No.56 02/14/17 K.A.

TEMP. PAVEMENT MARKING

6

K.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN



METRIC

1


CHAMBER No.10 - THORNHILL PUMPING STATION

EX. SID

EW

AL

K

EX. SID

EW

AL

K

N

THORNHILL PS

KEY PLANN.T.S.

CIVIL

JOHN ST.

GREEN LN.

BA

YVIE

W A

VE.

BAYWOOD CT.

STATIONTHORNHILL PUMPING

EX. CURB

EX. CURB

EX. CURB

BL

VD.

RO

YA

L O

RC

HA

RD

BA

YVIE

W

AV

E.

100% PRE-DESIGN SUBMISSION K.A.

NOTES:

03/24/16

LEGEND:

Water

50% DESIGN SUBMISSION K.A.

1 GREEN LANE

07/26/16

SILT FENCE

EX. PARKING LOT


AND GUTTER/BARRIER CURB

REINSTATE EXISTING CURB

16ECS-LU-03TT3 70% DESIGN SUBMISSION K.A.

2


THORNHILL PS

N

28P-02

900 B.V. & 100 A.V.

28P-01

VENTURI

275-01

300 D.V. & M.H.

274-09

300 D.V. & M.H.282-14

600 G.V.

282-15

282-16

1050 B.V. & 50 A.V.

OPEN FOR FCL S/D

1050

mm M

AIN 2

75

MAIN 275

BA

YVIE

W A

VE.

GREEN LN.

JOHN ST.


SCALE: N.T.S.

09/28/16

ENGINEERING

OUTLET. SEE NOTE 3.EX. CHAMBER DRAIN

298-01

100 A.V.1050 B.V. &

MAIN 298 1350mm

PAC ENCLOSURECONCRETE PAD FOR NEW 1.2x1.5m


28P-2016-1





IS FUNCTIONING PROPERLY. CONDUCT CCTV INSPECTION OF


M.H.100 A.V. &

3.0m

2.4

m


2.434 34.1 POOR

(M)TPZ

NOTE

35 35.0 GOOD 2.4

36 CHERRY 29.9 GOOD 2.4 WORK IN TPZ

37 CHERRY 24.5 FAIR 1.8 WORK IN TPZ

38 BEECH 30.2 FAIR 2.4

39 42.7 FAIR 3.0

PRUNUS

SACCHARINUMACER

SACCHARINUMACER

SACCHARINUMACER

GRANDIFOLIAFAGUS

PRUNUS

2.4m

1.8m

No.39

No.37

No.38

No.36

11/23/16

MAPLESILVER

MAPLESILVER

MAPLESILVER

TREE INVENTORY:

No.35

No.34

DUCTSEX. AC

750mm REDUCEREX. 900mm TO

DRAINPROTECT EX.

5 K.A.

WATERMAIN VALVESLOCATION OF EXISTING PD6

PHONE: (905) 830-4444 EXT. 75277.









DIRECTOR, 12/08/16 ISSUED FOR PUCC REVIEW


Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






BI35

BE REMOVED.METER SENSING PIPES SHALL DETAILS. ALL VENTURI FLOW METER. SEE DWG C02 FOR WITH NEW MAGNETIC FLOW REPLACE EX. VENTURI TUBE

SCHEDULE DETAILS.REFER TO I&C DWG. I04 FOR CONDUIT NEW 8x53mm UNDERGROUND CONDUIT

(TYP.)DETAIL NHFS-04 YORK REGION FENCE AS PER TREE PROTECTION

(UTM COORDINATE SYSTEM)N 4853215.22E 628567.82TPTH1 CP01YORK REGIONNEW PAC PANEL




5. FOR DIRECT BURIED DUCT DETAILS REFER TO TYPICAL I&C DWG I35.

K.A.


RESTORATION

PERMANENT CONC. SIDEWALK

ADDENDUM No.5

RESTORATION

PERMANENT LANDSCAPE

7

7 02/14/17

REFER TO SPECIAL SPECIFICATION 4A FOR DETAILS.CONTRACTOR TO ENSURE WATER TIGHTNESS AND REPAIR AND TIGHTEN ALL LEAKS. INTERNAL SURFACE WITH 12% CHLORINE SOLUTION AND TORONTO WATER TO FLUSH. DISINFECTION IS NOT REQUIRED, ONLY LOCAL REPAIR METHOD IS NEEDED. SWAB CONTRACTOR AS PER STANDARD CONSTRUCTION SPECIFICATION TS 7.30. FULL MAIN FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO BE CONDUCTED BY G.

PAVEMENT, SIDEWALKS, CURBS, DRIVEWAYS, BOULEVARDS, AND SODDED AREAS. PERMANENT RESTORATION REQUIRED IN ACCORDANCE WITH TS.4.60.07.04 FOR ALL F.

CONTRACTOR. ALL THE FIELD WELDINGS SHALL BE TESTED BY ULTRASONIC MEANS BY THE E.

INSTALL THE NEW FLOW METER AND PIPING WITHIN THE EXISTING CHAMBER.D.

DURING CONNECTION: 28P-02, 282-14, 282-16, 298-01. OPEN DRAIN IN 275-01.THE CONTROL VALVES OF THE FOLLOWING CHAMBERS BE IN THE CLOSED POSITION C.

SHUTDOWN.DATES DEPENDING ON OPERATIONAL CIRCUMSTANCES LEADING UP TO THE AND BEFORE MAY 1. TORONTO WATER RESERVES THE RIGHT TO CHANGE THESE THE TIME FOR A SHUT-DOWN OF THE EXISTING WATERMAIN IS AFTER OCTOBER 31 B.

EXISTING WATERMAIN. CONTACT [email protected] WITH TORONTO WATER TO ISOLATE, DEPRESSURIZE, AND DRAIN THE A.


7

7

7

NPS 6 S

C IP

EX. B

ELL

EX. B

ELL

EX.

WM

EX.

WM

EX. B

ELL P

ED

EX.

HY

D.

EX. C

B

EX. 250mm STM

EX. HP

EX. 1800

mm M

ET

RO W

M

EX. 400

mm C

P S

TM

EX. 900

mm W

M

EX. 900

mm W

MEX. S

TR

EX. B

MH

EX. R

W

EX. R

W

EX.

WM

EX.

GAS

EX.

HY

DR

O (

UN

DE

RG

RO

UN

D)

EX. OVERHEAD WIRES

EX.

OV

ER

HE

AD W

IRES

EX. 150mm VC DRAIN

EX. 150

mm V

C D

RAIN

EX. 150

mm V

C D

RAIN

EX. VC #2

EX. SL

EX. C

OM

+

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100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN



METRIC

1

CHAMBER No.11 - KEELE ST./STEELES AVE.

KEY PLANN.T.S.

NOTE:

N

CIVIL

KE

ELE S

T.

HWY 407

KE

ELE S

T.

SNIDERCROFT RD.

STEELES AVE. W.

STEELES AVE. W.

EX. C

ON

C. SID

EW

AL

K


K.A.

EX. MEDIAN

EX. CURB

EX. CURB

03/02/16

(MTM COORDINATE SYSTEM)E 305249.91N 4848885.25WTR-194-RPU-0701TORONTO RPU PANEL

MAGNETIC FLOW METERFLOW METER WITH NEW REPLACE EX. MAGNETIC

ISSUED FOR ROAD CORRIDOR CONTROL APPROVAL

FU

TU

RE SID

EW

AL

K

15.40m

K.A.100% PRE-DESIGN SUBMISSION2 03/28/16

LEGEND:

ENCLOSURE ELECTRICAL PAD FOR NEW NEW 2.1x1.5m CONC.

STEELE AVE. W.2200

(WTR-194-CH-0007)CHAMBER EX. METERING

Water


SILT FENCE

16ECS-LU-03TT


BE REMOVEDEX. CONDUIT TO


FUNCTIONING PROPERLY. CONDUCT CCTV INSPECTION OF


CONSTRUCTION.

3. PROTECT AND SUPPORT EXISTING UTILITIES DURING

193-02

2x 1050 B.V.

317-07900 B.V. ,50 A.V.

& 100 D.V.

300 D.V. & M.H.

317-06

317-05

50 A.V.

317-04

VENTURI

317-03

50 A.V. & M.H.

363-17

2-50 A.V.

1350 B.V. &

RES

194-03

194-02

194-01

400 GV

600 BV

400 G.V.

W.M.400mm ACM

600 B.V. &100 A.V.

450

mm

DIP

YO

RK R

EGIO

N

M.H.

317-08

900

mm

CP

PY

OR

K R

EGIO

N

N

METERMAG

317-3A

194-05

194-06

317-09

KE

ELE S

T.

P.S.RESERVOIR & KEELE

09/28/16

SCALE: N.T.S.

ENGINEERING


12.0

m

WIDENNING

FUTURE ROAD

(BY OTHERS)PROP. ROGERS

0.6m

PROPERTY LINE

CONDUIT. REFER TO DWG. I02NEW 1x53mm UNDERGROUND

DWG. I02SYSTEM REFER TO GROUNDING ROD


84M-2016-1



50 A.V.400 G.V. &



CONDUIT MINIMUM 600mm.

5. PROVIDE VERTICAL SEPARATION BETWEEN GAS LINE AND

CONSTRUCTIONPOLE DURING PROTECT EXISTING

11/23/16

CONSTRUCTIONCABLES DURING PROTECT EX.

PLANTERREINSTATE EXISITING

6 K.A.

2.4m

±

SHELTEREX. BUS

MAINS. SEE NOTE 9.EX. 650/750mm GAS

EX. CB

REPLACE EX. CURB

REMOVE EX. CONCRETE PAD.REMOVED AND SALVAGED. EX. CONTROL PANEL TO BE

CORE INTO EX. CB

EX. NPS 30 XHP GAS

LOCATION OF EXISTING PD6 WATERMAIN VALVES

EX. CBDRAIN @ MIN. 2% SLOPE TO PROP. 33.0m - 150mm DR35



DIRECTOR,


K.A.

12/09/167 ISSUED FOR TENDER

Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






BI35

(NOTE 5)DETAILS. FOR CONDUIT SCHEDULE REFER TO TYPICAL I&C I07 UNDERGROUND CONDUIT. NEW 8x53mm

DWG I35.

7. FOR DIRECT BURIED DUCT DETAILS REFER TO TYPICAL I&C

THAT ARE ATTACHED TO THE CONTRACT DOCUMENT.

ADHERE TO THE REQUIREMENTS AS DETAILED BY ENBRIDGE ,

9. ALL WORKS WITHIN THE VICINITY OF EX. GAS PIPELINE MUST


TO DWG G05.





K.A.




8

8

SPECIFICATION 4A FOR DETAILS.REPAIR AND TIGHTEN ALL LEAKS. REFER TO SPECIAL CONTRACTOR TO ENSURE WATER TIGHTNESS AND CHLORINE SOLUTION AND TORONTO WATER TO FLUSH. METHOD IS NEEDED. SWAB INTERNAL SURFACE WITH 12% DISINFECTION IS NOT REQUIRED, ONLY LOCAL REPAIR CONSTRUCTION SPECIFICATION TS 7.30. FULL MAIN BE CONDUCTED BY CONTRACTOR AS PER STANDARD FIELD PRESSURE TEST NOT REQUIRED. DISINFECTION TO G.

CURBS, DRIVEWAYS, BOULEVARDS AND SODDED AREAS. WITH TS.4.60.07.04 FOR ALL PAVEMENT, SIDEWALKS, PERMANENT RESTORATION REQUIRED IN ACCORDANCE F.



NORTH.317-09, 194-06 AND ONE VAUGHAN/YORK 450mm VALVE TO BE IN THE CLOSED POSITION DURING CONNECTION: THE CONTROL VALVES OF THE FOLLOWING CHAMBERS C.

CIRCUMSTANCES LEADING UP TO THE SHUTDOWN.THESE DATES DEPENDING ON OPERATIONAL TORONTO WATER RESERVES THE RIGHT TO CHANGE WATERMAIN IS AFTER OCTOBER 31 AND BEFORE MAY 1. THE TIME FOR A SHUT-DOWN OF THE EXISTING B.


8


8


8

EX.

GAS

EX. FIB

RE O

PTIC

EX. C

AB

LE

EX. HYDRO DUCT

EX. 450mm CI WM

EX. 450

mm DI

WM

EX. 400

mm DI

WM

EX. 1

050

mm CI W

M

EX. TS

EX. TS

EX. TS

EX. LS

EX. TS

+

EX. HH

EX. HH

EX. HH

EX. HH

EX. HH

EX. HH

EX. 400mm WMEX. HW

EX. BELL

EX. HH

EX. HYD.

EX. BP

EX. HW

EX. N

PS 2

6 X

HP G

AS

EX. V

EX. V

EX. HW

EX. MW

EX. FIBRE OPTIC

P40123EX. HP

GT-H

H

EX. F

O C

OM

MU

NIC

ATIO

N C

ABLE

EX. C

OM

MU

NIC

ATIO

N C

ABLE

EX. T

ELU

S

EX. H

YD

RO

EX. HYDRO

EX. T

ELU

S

EX. N

PS 3

0 X

HP G

AS (

BY O

TH

ER

S)

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C02

A

A

CHAMBER DETAILS

CHAMBER No.11 - KEELE ST./STEELES AVE.

EX. 400mm SS WM

EX. REMOVABLE SLAB

EX. FRAME AND COVER

EX. GROUND

EX. REMOVABLE SLAB

CIVIL


METRIC



03/28/16 100% PRE-DESIGN SUBMISSION1 K.A.


NOTES:

GALVANIZED CONDUITSEX. 2-25mm DIA.

EX. 2300mmx2300mm CHAMBER

MARK

No.

C6

Water


SECTION B-B

B

B

EX. GROUND

3300

1:50

1:50

1:20

1:20

C9


EX. DRAIN VALVE

PLAN


SECTION A-A

104

C66



C38

M2

C66C72

C38

C72

M2

C6

C79

C79

METEREX. MAGNETIC FLOW

REMOVE EX. PIPING

POWER CABLESEX. 50mm DIA. CONDUIT

EX. MOISTURE TRAP BOX

+209.22m -+

+- 206.52m

205.92m -+

-+

REDUCED FROM 450 mm WMEX. 400mm SS WM

FLOW

FLOW

PLAN

PROPOSED UPGRADES

FLOW

LP-3C3

C3

16ECS-LU-03TT3 09/30/16 70% DESIGN SUBMISSION K.A.

REMOVE EXISTING VENTURI TUBE

(1100)+-

TO CONTROL PANEL

C3

C4

C79 50mm DRAIN VALVE ASSEMBLY

REPAIR DETAIL ON DWG S01REFER TO CONCRETE CONCRETE ON WALLREPAIR DETERIORATED

ENGINEERING

REPLACE EX. FRAME AND COVER

C44

C40

C9


VICTAULIC TO FLANGE SPACER400mm NOM. DIA. SS 304L SCH 40


C12C40

C44

REDUCED TO 400 mm WMEX. 450mm SS WM

150

C9

C12

C40

C44

EXISTING PIPEWELD NEW FLANGE ONTO REMOVE EXISTING FLANGE AND

CONDUIT SCHEDULE DETAILS.REFER TO I&C DRAWINGS FOR INSTALL NEW ELECRICAL CONDUITS. CORE DRILL INTO EX. CONC. WALL TO

COVERREPLACE EX. FRAME AND

600

DETAIL ON DWG S01.REFER TO TYP. SUMP PROP. SUMP PIT.

MUD SLAB75mm CONCRETE



C82

C10

C10



LP-5C4

LP-3

C3

C82


84M-2016-2

LP-11C14

C14

C55C55

C55

C6

C5

C65

(ALLUMINUM FRAME AND GRATING)400x400x400 DEEP SUMP

C65

SUMP PUMP. SEE DWG S01 FOR DETAILSC5


GRADE IN WATER TIGHT ENCLOSURE. LIGHTING SWITCH - 15A, 1P SPECIFICATION C17

C68


LIGHTING SWITCH


C17 (SEE NOTE 12)

(SEE NOTE 12)C17


U/S 1900mm AFFLIGHTING FIXTURE

WALL-MOUNTED C68

C81 C81

C81

PROTECTION.STAINLESS STEEL CLIPS,FUSE ACCESSORIES - WIRE GUARD, VOLTAGE - 120VMODEL - BS100LED-70W-WT40MANUFACTURER - BEGHELLILIGHTING FIXTURE BS-100

REFER TO DETAILS ON DWG S01PENETRATION WITH WALLREPAIR CONCRETE AROUND CONDUIT

DWG S02REFER TO DETAIL ON REPLACE EX. LADDER

SEE DWG SO2 FOR DETAILS.APPLY NEW WATERPROOFING

LEGEND:

T-1102.01-6.FRAME AND GRATING PER CoT STD. EX. MOISTURE TRAP BOX. REPLACE EX.




C12


VALVE ASSEMBLY - C79 50mm DIA. DRAIN



EX. REMOVABLE SLAB

4

485

2

DETAILS)CB (SEE SITE PLAN FOR @ MIN. 2% SLOPE TO EX. NEW 150mm DR35 DRAIN








400mm DIA. STEEL FLANGE, ANSI CL150

ENTRY POINT.





DIRECTOR,

Z.Q.

AS SHOWN


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






DETAILS.TYPICAL I&C DWG. I33 FOR INSTALL TRANSMITTER AND GAUGE. REFER TO SAMPLE PORT LOCATION FOR PRESSURE

DRAWING I32REFER TO TYPICAL I&C FOR INSTALLATION DETAILS

DETAILS. DWG. I34 FOR INSTALL

REFER TO TYPICAL I&C FLOOD MONITORING

FLOAT SWITCH FOR

WORKS.

10. REFER TO I&C DRAWINGS FOR ADDITIONAL DEMOLITION

SUMP PUMP SUPPLIER.


CHAMBER REFER TO DRAWING C01.

8. FOR CONDUIT LAYOUT BETWEEN CONTROL PANEL AND

FLOOR.

7. RECEPTACLE MOUNTING HEIGHT SHALL BE 1.5m ABOVE

UNDERSIDE OF THE REMOVABLE SLAB.

6. CONTRACTOR SHALL NOT RUN CONDUIT ON THE

ELECTRICAL CONDUIT AND LIGHTING PANEL DETAILS.


WITH CEMENT PROTECTION BOARD.

THICK EXTRUDED STYROFOAM HI40 INSULATION OR EQUAL,

4. WHERE EXISTING INSULATION IS DAMAGED, PROVIDE 50mm

EXISTING CONTROL PANEL.

3. ELECTRICAL SERVICE TO BE DISCONNECTED FROM THE

FABRICATION.

TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO

2. ALL DIMENSIONS, INCLUDING SS304L SPACER DIMENSIONS


EXISTING PIPE/FLANGE CONNECTIONS PRIOR TO

TAKE MEASUREMENTS TO VERIFY SIZE AND TYPE OF

1. CONTRACTOR TO ENTER CHAMBER TO INVENTORY AND

6 02/14/17 ADDENDUM No.5 K.A.

6

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN



METRIC

1

KEY PLANN.T.S.

N

CIVIL

STEELES AVE. E.

CHAMBER No.14 - McCOWAN RD./STEELES AVE.

McC

OW

AN R

D.

STEELES AVE. E.

WO

OD

HA

LL R

D.

CH

AR

LES A

LF

RE

D C

R.

CHAMBER (TYP.)EX. WATER

SHELTEREX. BUS

LINE (TYP.)PROPERTY

EX. C

ON

C. SID

EW

AL

K

EX. GAS STATION

STATIONEX. SAMPLING

NOTES:


EX. MEDIAN

EX. CURB

EX. CURB


McC

OW

AN R

D.

K.A.

0.90

m

6.4

0m


(MTM COORDINATE SYSTEM)E 322849.40

N 4854334.15WTR-316-RPU-0601

TORONTO RPU PANEL

K.A.100% PRE-DESIGN SUBMISSION2


03/28/16

LEGEND:

THE CITY YARD.

AND EQUIPMENT TO BE SALVAGED AND RETURNED TO

CHAMBER. ALL INSTRUMENTATION, CONTROL PANELS

PANELS IN THE EXISTING UNDERGROUND RECORDING

4. REMOVE ALL EXISTING ELECTRICAL AND CONTROL

Water






2. EXISTING RECORDING CHAMBER TO BE BROKEN 1.0m BELOW

07/26/16

SILT FENCE

0.30

m

DRAINAGE PITEX. GRAVEL (2.4mx2.4mx1.8m)

16ECS-LU-03TT


CONDUIT MINIMUM 600mm.

6. PROVIDE VERTICAL SEPARATION BETWEEN GAS LINE AND

ENGINEERING

09/30/16



224M-2016-1


POLE DURING CONSTRUCTION. ENCLOSURE. PROTECT EX.

EX. CHAMBER POWER METER


7. PROTECT ALL EXISTING UNDERGROUND DUCT WORK,

REFER TO I&C DRAWING I02NEW1x53mm UNDERGROUND CONDUIT.

TO I&C DWG. I02 FOR DETAILS. GROUNDING ROD SYSTEM REFER

ABANDONED. SEE NOTE 2, 4. CHAMBER TO BE

EX. ELECTRIC/RECORDING

COMPLETION.SIDEWALK. REMOVE UPON TEMPORARY ASPHALT

11/23/16

FIBER TV AND HYDRO PROTECT EX. GAS,

6 K.A.

(SEE NOTE 5)PIPE CONNECTED TO EX. STMEX. 150mm CHAMBER DRAIN

(SEE NOTE 5)GRAVEL DRAINAGE PIT EX. 150mm DRAIN TO EX.

REQUIRED

INSPECTION OF THE DRAIN PIPE. REPAIR DRAIN PIPE AS

PIPE IS FUNCTIONING PROPERLY. CONDUCT CCTV






DIRECTOR,



Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






BI35

(NOTE 6)SCHEDULE DETAILS. DWG. I07 FOR CONDUIT REFER TO TYPICAL I&C UNDERGROUND CONDUIT. NEW 8x53mm

I35.


TO DWG G05.






8

ADDENDUM No.5 K.A.8

8

02/14/17


8

CURBS, DRIVEWAYS, BOULEVARDS AND SODDED AREAS.

WITH TS 4.60.07.04 FOR ALL PAVEMENT, SIDEWALKS,

11. PERMANENT RESTORATION REQUIRED IN ACCORDANCE 8

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

T

TEX. BELL CONDUIT

EX. B

ELL C

ON

DUIT

EX. BP

NPS 6 S

C H

P

EX. FIB

ER T

V P

LA

NT

EX.

GAS

EX. TS

EX. LS

EX. 900

mm

WM

EX. 300mm PVC WM

EX. 300

mm P

VC W

M

EX. 300mm PVC WM

EX. TS

EX. TS

EX. LS

EX. FP

EX. FP

EX. CB

EX. 400mm DI WM

EX. 100

mm D

RAIN

EX. 150

mm D

RAIN

EX. BP

EX. SIGN

EX. SIGN

EX. P

OLE

EX. SIG

N

POLEEX. ELECT.

+

EX. T

OR

ON

TO H

YD

RO

HYDR

O

EX. T

OR

ONTO

EX. O

VE

RH

EA

D WIR

E

P5445EX. HYDRO POLE

HYDRO

EX. T

ORO

NTO

2W1H

EX. TORONTO HYDRO

2W2H

EX. H

YD

RO

EX.

HY

DR

O

EX. BP

EX. H

YDRO

EX. B

ELL

K.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN



METRIC

1


STEELES AVE. W.

KEY PLANN.T.S.

NOTES:

N

CIVIL

CHAMBER No.15 - ISLINGTON AVE./STEELES AVE.

ISLIN

GT

ON A

VE.

HWY 407

ISLIN

GT

ON A

VE.

STEELES AVE. W.

FRIULI CT.

VINYL CT. PIN

E V

ALLE

Y D

R.

HANLAN RD.

29 SOMBRERO CRT.

25 SOMBRERO CRT.

EX. SHED

EX. GAS STATION

EX. GUARD RAIL

EX. C

ON

C. SID

EW

AL

K

EX. C

ON

C. SID

EW

AL

K

EX. CURB


EX. MEDIAN

EX. CURB

EX. CURB


K.A.

0.3m

19.5

0m


K.A.100% PRE-DESIGN SUBMISSION

THE CITY YARD.





2

ENCLOSURE PAD FOR NEW ELECTRICAL

NEW 2.5x1.0m OF CONC.

03/28/16

LEGEND:

Water


(MTM COORDINATE SYSTEM)E 298763.32

N 4846893.90WTR-300-RPU-1101

TORONTO RPU PANEL

07/26/16

SILT FENCE

(SEE NOTE 5)TO EX. 450mm STMDRAIN PIPE CONNECTED EX. 150mm CHAMBER

TO BE PROTECTEDEX. TORONTO HYDRO DUCTS

16ECS-LU-03TT





SPLASHPADASPHALT

ENGINEERING

SEE NOTE 2, 3. CHAMBER TO BE ABANDONED.

EX. ELECTRIC/RECORDING


REFER TO I&C DWG. I02GROUNDING ROD SYSTEM

DEMOLISHED. AND CONCRETE PAD TO BE

ENCLOSURE, METERING BOXEX. POWER METER

210M-2016-1



DISCHARGE PIPINGREPLACE EX. SUMP PUMP &

No.1


1.21 4.5 GOOD

(M)TPZ

AMELANCHIER SP.SERVICEBERRY


6. PROTECT ALL EXISTING UNDERGROUND DUCT WORK,

TREE INVENTORY:

AND BELLPROTECT EX. HYDRO

6 12/08/16 K.A.

DETAIL NHFS-04 (TYP.) AS PER YORK REGION


0.4m

PHONE: (905) 830-4444 EXT. 75277.







DIRECTOR, ISSUED FOR PUCC REVIEW


Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






BI35

I35.


REFER TO DWG.I02CONNECTION DETAILS HYDRO. FOR HYDRO REQUIRED BY TORONTO ENCASED DUCT BANK NEW 1H1W CONCRETE

CONDUIT SCHEDULE DETAILS TYPICALI&C DWG. I07 FOR

CONDUIT. REFER TONEW 8x53mm UNDERGROUND

SALVAGED AND RETURNED TO THE CITY YARD.COMPLETELY RESTORED. FRAMES AND COVER ARE TO BE FILL TO SUBGRADE. THE AFFECTED AREA TO BE BELOW GRADE AND BACKFILLED WITH UNSHRINKABLE

2. EXISTING ELECTRIC CHAMBER TO BE BROKEN TO 1.2m

TO DWG G05.




02/14/17 ADDENDUM No.5




8

8 K.A.

8

8


DRIVEWAYS, BOULEVARDS AND SODDED AREAS.

WITH TS 4.60.07.04 FOR ALL PAVEMENT, SIDEWALKS, CURBS,


EX. BELL CONDUIT

EX. B

ELL

EX. B

ELL

EX. B

ELL

NPS 8 S

C IP

EX. GAS

EX. 750

mm CI

WM

EX.

GAS

EX. 750

mm CI

WM

EX. 750

mm CI

WM

EX. 450mm CO

NC. STM

EX. 450

mm C

ON

C. S

TM

EX. LS

EX. LS

EX. LS

EX. TS

EX. TP

EX.

HW

EX. TS

EX. HW

EX. C

B

EX. C

B

EX. SIG

N

EX. BP

EX. BP

EX. 2600mm STM TUNNEL

EX. 300

mm CI

WM

EX. TS

EX. TS

EX. CB

+

EX. TORONTO HYDRO

HY

DR

OE

X. T

OR

ON

TO

EX. TORONTO HYDRO

EX. BELL

EX. T

ORONTO HYDRO

EX. T

OR

ONTO H

YDR

O

EX. B

ELL

EX.

HY

DR

O

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

K.A.

OCTOBER 2015


N

N.K.

C01

SITE PLAN



METRIC


AD

ESS

O D

R.


PE

TE

R K

AIS

ER G

T.

01/15/16

CHAMBER No.16 - ADESSO DR./STEELES AVE.

KEY PLANN.T.S.

N

HW

Y 4

00

HWY 407

CHAMBEREX. METERING

EX. PAINTED MARKING (TYP.)

EX. PAINTED MARKING (TYP.)

CIVIL

STEELES AVE. W.

AD

ESS

O D

R.

SA

NTE D

R.

JA

NE S

T.

EX. CONC. SIDEWALK

EX. CONC. SIDEWALK

STEELES AVE. W.

2 K.A.

5.00m 4.6

0m


(MTM COORDINATE SYSTEM)E 302596.98N 4848048.64WTR-307-RPU-1601TORONTO RPU PANEL

3 100% PRE-DESIGN SUBMISSION K.A.03/23/16

LEGEND:


Water

50% DESIGN SUBMISSION K.A.4

SILT FENCE

07/26/16

SEE NOTE 5PIPE TO REMAIN.EX. 150mm CHAMBER DRAIN

16ECS-LU-03TT


P514EX. HP

ENCLOSUREPAD FOR NEW ELECTRICAL PROP. 2.1x1.8m OF CONCRETE

ENGINEERING

A

SEE NOTE 2, 3.TO BE ABANDONED.EX. RECORDING CHAMBER

6 10/24/16 K.A.CONTROL PANEL RELOCATED AS PER COT COMMENTS

1.2

0m

DEMOLISHED. AND CONCRETE PAD TO BE ENCLOSURE. METERING BOX EXISTING POWER METER

REFER TO I&C DWG. I02GROUNDING ROD SYSTEM


200M-2016-1


1.22 3.9 POOR

(M)TPZ

GINKGO GINKGO BILOBA

No.2

11/23/16

TREE INVENTORY:

1.2

m

TRAFFIC CABLEPROTECT EX. WM AND

K.A.8 12/08/16


PHONE: (905) 830-4444 EXT. 75277.

FOR INSPECTION.





DIRECTOR,

ISSUED FOR PUCC REVIEW


Z.Q.

1:100


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:






REFER TO DWG. I02UNDERGROUND CONDUIT. NEW 1x53mm

CONDUIT SCHEDULE DETAILS. TO TYPICAL I&C DWG I07 FOR

ENCASED DUCT BANK. REFERNEW 8x53mm CONCRETE

I35


10

ADDENDUM No.5

PERMANENT ASHPALT RESTORATION

EX. COMMUNICATION CABLE


10

10

10 K.A.02/14/17

NOTES:

THE CITY YARD.





AND RETURNED TO THE CITY YARD.

RESTORED. FRAMES AND COVER ARE TO BE SALVAGED

FILL. THE AFFECTED AREA TO BE COMPLETELY

BELOW GRADE AND BACKFILLED WITH UNSHRINKABLE

2. EXISTING RECORDING CHAMBER TO BE BROKEN TO 1m








7. FOR DUCT BANK DETAILS REFER TO TYPICAL DWG I35.

TO DWG G05.




10

ASHPALT RESTORATION LIMITS

PERMANENT 40mm HL1

DRIVEWAYS, BOULEVARDS AND SODDED AREAS.

WITH TS.4.60.07.07 FOR ALL PAVEMENT, SIDEWALKS, CURBS,



5.00m

5.0

0m

10

EX. TORONTO HYDRO

SUPPORT AND PROTECT

LIMITS

APPROXIMATE EXCAVATION

1010

10


LS

LSEX. BELL CONDUIT

EX. TS

EX. G

AS

EX. GAS

EX.

GAS

EX. ALLSTREAM

EX. 500mm CPP WM

EX. 600

mm DI

WM

EX. 600mm CI WM

EX. 900mm CI WM

EX. 300mm PVC WM

EX. 250mm AC SAN



EX. 300mm DI WM (ABND.)

EX. 150

mm S

TM

EX. 100m

m S

TM

EX. 100mm S

TM

EX. TP

EX. TS

EX. CB

EX. CB

EX. VC

EX. VC

EX. TS

EX. UP

EX. CB EX. CB

EX. TS

EX. TS

EX. CONC. SIDEWALK

EX. TS

EX. TSEX. HW

EX. TRANSFORMER

EX. 300mm DI WM

EX. CONC. SIDEWALK

EX. HW

EX. LS/TS

EX. LS

UTILITY PANEL

EX. HYDRO

+

HYDRO

EX. TORONTO

EX. OVERHEAD CABLES

EX. OVERHEAD CABLES

EX. ALLSTREM

EX.

WM

UKNUKN

EX. T

L

EX. WM

EX. TELUS EX. T

L

ZAYO HH

RAT

OI

N

AL

E

ER

ENI

G

N

P

VO

R

IOFEC O

CIL

NE

OSEF OIS

S

RP

DE

N

N

K. AFZAL

100052014

Feb. 14, 2017

measurements shown on these plans are in … · measurements shown on these plans metric are in...

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