BERMONDSEY TRANSFER STATION · c-114 erosion and sediment control plan 1632-2018-2-015 20 1632-2018-2-020 c-115 civil details - 2 of 2 21 1632-2018-2-021 g102 legend sheet and notes

LOCATION PLAN

DRAWINGNUMBER:

SOLID WASTEMANAGEMENT SERVICES

INFRASTRUCTURE DEVELOPMENTDIRECTOR

MATT KELIHER CARLYLE KHAN

BERMONDSEY TRANSFER STATIONSTORMWATER MANAGEMENT IMPROVEMENTS

18ECS-MI-03SW

1632-2018-2-001 G101

SOURCE:

MNRF NRVIS, 2014. PRODUCED BY GHD UNDER LICENCE FROMONTARIO MINISTRY OF NATURAL RESOURCES AND FORESTRY,© QUEENS PRINTER 2018.

DRAWING DESCRIPTIONCITY DWG No.ITEM

DRAWING INDEX

DISCIPLINE

2

3

4

1

5

6

7

8

9

10

11

12

14

SITE LOCATION1632-2018-2-001 G101

C101

C102

C103

C104

C105

C106

C107

C108

C109

C110

C111

EXISTING CONDITIONS

STORM SEWERS REHABILITATION AND STAGING

CATCH BASIN FILTER DETAILS

PASSIVE TREATMENT SYSTEMS

MAJOR SEWER DEFECT REHABILITATION - 1 OF 2


MINOR SEWER DEFECT REHABILITATION

PASSIVE TREATMENT SYSTEMS - DETAILS

TRANSFER STATION FACILITY - UPPER HAULAGE BAY EXIT TRENCH DRAIN

LEAF AND YARD WASTE ENTRANCE/EXIT TRENCH DRAIN

TRANSFER STATION FACILITY - LOWER HAULAGE BAY ENTRANCE/EXIT TRENCH DRAIN

C-113

OGS ABANDONMENT

1632-2018-2-002

1632-2018-2-003

1632-2018-2-004

1632-2018-2-005

1632-2018-2-006

1632-2018-2-007

1632-2018-2-008

1632-2018-2-009

1632-2018-2-010

1632-2018-2-011

1632-2018-2-012

1632-2018-2-014

& ASSET MANAGEMENT

13

C112 CIVIL DETAILS - 1 OF 2

1632-2018-2-013

16

S-101 STRUCTURAL NOTES

1632-2018-2-016

17

S-102 STRUCTURAL SECTIONS AND DETAILS

1632-2018-2-017

18

S-103 STRUCTURAL DETAILS - 1 OF 2

1632-2018-2-018

19

S-104 STRUCTURAL DETAILS - 2 OF 2

1632-2018-2-019

SOLID WASTE MANAGEMENT SERVICESGENERAL MANAGER

15

C-114

EROSION AND SEDIMENT CONTROL PLAN

1632-2018-2-015

20 1632-2018-2-020

C-115

CIVIL DETAILS - 2 OF 2

21 1632-2018-2-021

G102 LEGEND SHEET AND NOTES

Plot Date: 22 February 2019 - 9:52 AM Filename: N:\CA\Waterloo\Projects\CAD\drawings\11139000s\11139441\11139441-REPORTS\11139441-00(006)\11139441-00(006)GN\11139441-00(006)GN-WA001.dwgPlotted By: Jonathan Compton

SIGNEDINITIALREVISIONSDATENo.

GENERAL NOTES:

1. ALL WORK TO CONFORM TO THE LATEST CITY OF TORONTO STANDARD DRAWINGS ANDSPECIFICATIONS AS WELL AS THE LATEST ADOPTED ONTARIO PROVINCIAL STANDARD DRAWINGSAND SPECIFICATIONS.

2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT ''OCCUPATIONAL HEALTHAND SAFETY ACT AND REGULATION FOR CONSTRUCTION PROJECTS". THE GENERAL CONTRACTORSHALL BE DEEMED TO BE THE CONSTRUCTOR AS DEFINED IN THE ACT.

3. THE CONTRACTOR SHALL RECTIFY ALL DISTURBED AREAS TO THE ORIGINAL CONDITION OR BETTERAND TO THE SATISFACTION OF THE ENGINEER.

4. CONTACT ENGINEER 48 HOURS BEFORE EXCAVATION, INSTALLATION OR BACKFILL.5. LOCATION AND COMPLETENESS OF EXISTING SERVICES/UTILITIES SHOWN ON THE DRAWINGS ARE

NOT GUARANTEED. CONTRACTOR SHALL NOTIFY THE CITY AND UTILITY COMPANIES AT LEASTFORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY LOCATION WORK. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL COSTS TO LOCATE THE EXISTING SERVICES ON SITE.

6. THE CONTRACTOR SHALL PROVE THE EXACT LOCATION AND SIZE OF ALL SERVICES ANDSTRUCTURES AND SHALL BE RESPONSIBLE FOR ADEQUATELY PROTECTING THEM AGAINST DAMAGEASSUMING ALL LIABILITIES FOR DAMAGE.

7. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES.8. ALL SERVICES TO BE SUPPORTED AS PER CITY STD T-1OO7.01 TO T-1OO7.O1-1O.9. PROTECT ALL TREES FROM DAMAGE.10. ABANDON PIPE AS PER OPSS 510 INCLUDING SEALING OF PIPE AND FILLING IT WITH 15MPa

CONCRETE OR GROUT.11. WHERE THE STABILITY, SAFETY OR FUNCTION OF THE EXISTING ROADWAY OR UNDERGROUND

FACILITIES MAY BE IMPAIRED DUE TO THE CONTRACTOR'S METHOD OF OPERATIONS, THECONTRACTOR SHALL PROVIDE SUCH PROTECTION AS MAY BE REQUIRED INCLUDING SHEETING,SHORING AND DRIVING PILES WHERE NECESSARY. CONSTRUCTION OF SHORING, BRACING ANDPROTECTION SCHEMES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED TOPRACTICE IN THE PROVINCE OF ONTARIO.

12. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINALCONDITION BY THE CONTRACTOR AT NO COST TO THE OWNER.

13. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES AND WITHIN THE TREE PROTECTIONZONE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIRANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTIONOPERATION AT NO COST TO THE UTILITY COMPANIES OR THE OWNER.

14. TOPOGRAPHICAL SURVEY WAS PREPARED BY CALLON DIETZ INCORPORATED.

SANITARY AND STORM SYSTEM

1. MAIN LINE PVC PIPE AS PER SOR 35 CSA B 182.2-06 CERTIFIED ASTM D3O34-O4A, F679-O3. SERVICECONNECTION PVC PIPE TO BE AS PER SOR 28 CSA B182.2-O6 CERTIFIED ASTM D3O34-O4A.

2. BEDDING FOR FLEXIBLE PIPE SHALL BE AS PER OPSD 802.010, 802.013 OR 802.014.3. ULTRA-RIB PIPE IS NOT PERMITTED.4. MAINTENANCE HOLES AS PER CITY OF TORONTO STANDARD T-701.010 (1200mm). FRAME AND COVER

AS PER OPSD 401.010 TYPE A CLOSED (SANITARY), TYPE B OPEN (STORM).5. BENCHING SHALL BE TO CROWN OF PIPE AS PER CITY OF TORONTO STANDARD T-7O1.O21.6. DROP STRUCTURES TO BE AS PER CITY OF TORONTO STANDARD T-1OO3.O1.7. SANITARY SERVICE CONNECTIONS SHALL BE PVC CLASS DR 28 INSTALLED AT 2% AS PER OPSD

1006.020 AND THE COLOR SHALL BE GREEN, UNLESS OTHERWISE SPECIFIED.8. SANITARY MAINTENANCE HOLES SHALL HAVE WATERTIGHT FRAME AND COVER IN PONDING AREAS

AS PER OPSD 401.030.9. SINGLE CATCHBASINS SHALL BE AS PER CITY OF TORONTO STANDARD T-705.010, COMPLETE WITH

GOSS TRAP. FRAME AND COVER AS PER OPSD 400.070.10. SERVICE CONNECTIONS AND UTILITY CUTS TO BE BACKFILLED WITH UNSHRINKABLE FILL WITHIN

EXISTING MUNICIPAL RIGHT-OF-WAY OR WHERE BACKFILL CAN NOT BE COMPACTED BY MECHANICALCOMPACTOR.

11. CATCHBASIN LEADS TO BE 2OOMM PVC SOR 35 FOR SINGLE CATCHBASINS AND 25OMM PVC SDR 35FOR DOUBLE CATCHBASINS AT 1% OR STEEPER UNLESS OTHERWISE NOTED.

12. THE FIRST PIPE INTO MANHOLES, CATCHBASINS AND FOUNDATION WALLS SHALL HAVE A 15 MPACONCRETE BEDDING AS PER STD T-7O8.O2O.

13. MODULOC RINGS SHALL EXTEND 300mm MAXIMUM BELOW CATCHBASIN OR MANHOLE COVER FRAMEAND THE REMAINING HEIGHT SHALL BE BUILT UP WITH PRECAST CONCRETE ADJUSTMENT UNITS12OOmm Ø OR LARGER.

14. MANHOLES OVER 5m DEEP SHALL HAVE SAFETY PLATFORMS ACCORDING TO OPSD-4O4.02OMODIFIED WITH FIBRE REINFORCED PLASTIC LANDINGS.

15. INSTALL FACTORY MADE TEES (CITY STD. T-7O8.O1 AND T-7O8.O3) FOR LATERAL CONNECTIONS TOSEWERS INCLUDING CORE DRILLING AND FACTORY MADE SADDLES FOR CONNECTION TO EXISTINGSEWERS.

16. SEWERS AND LATERALS SHALL HAVE 19mm CRUSHED LIMESTONE EMBEDMENT MATERI AL.17. AT ALL MANHOLES USE FLEXIBLE PIPE-TO-MANHOLE CONNECTORS KOR-N-SEAL ASSEMBLIE FOR

450mm DIAMETER PIPES OR SMALLER, EXCLUDING DROP CONNECTIONS.18. INSULATE SEWERS AS PER CITY STD T-708.01-4 WHERE COVER IS LESS THAN 1.2m.19. CLEAN AND VIDEO INSPECT NEW SEWERS AND EXISTING SEWERS WHICH REMAIN AT COMPLETION

OF BASE ASPHALT.20. THE CONTRACTOR TO BE RESPONSIBLE FOR SUPPLYING EXTRA BEDDING AND/OR STRONGER PIPE IF

ACTUAL TRENCH WIDTH EXCEEDS THE DESIGN WIDTH.21. CATCH BASIN CONNECTION TO MAIN SEWER AS PER OPSD 708.010.

CONSTRUCTION SEQUENCE

1. THE CONTRACTOR IS REQUIRED TO CONSULT WITH THE CITY AND COMPLETE A CONSTRUCTIONSEQUENCING PLAN THAT PROVIDES MINIMAL DISTURBANCE TO THE BERMONDSEY WASTETRANSFER STATION SITE OPERATIONS.

2. THE WORKS ARE TO BE SEQUENCED IN ISOLATED WORK AREA AS DEFINED IN TABLE 1. THECONTRACTOR SHALL ONLY APPLY A SINGLE WORK AREA AT ANY TIME, EXCLUDING AREA A AS THIS ISTHE STAGING AND LAYDOWN AREA. ACCESS TO A CONTRACTOR WORK AREA SHALL BE RESTOREDPRIOR TO MOBILIZING TO A NEW WORK AREA. ANY DERIVATION FROM THE CONSTRUCTIONSEQUENCE IS SUBJECT TO THE CITY'S APPROVAL. WORK AREAS H AND I ARE NOT OUTLINED ONC-102 BUT THE CONTRACTOR SHALL MINIMIZE WORK AREA AND DISTURBANCE TO SITE OPERATIONSAS AGREED UPON WITH THE CITY.

GRADING & ROAD RESTORATION

1. WHERE NEW ASPHALT MATCHES EXISTING ASPHALT, GRIND EXISTING ASPHALT A MINIMUM OF300mm WIDE AND 4Omm DEEP FOR KEYING. APPLY HOT RUBBER SEALING COMPOUND INACCORDANCE WITH OPSS 1212. ALL SURFACES TO BE TACK COATED WITH SS-1.

2. PRIOR TO PAVING, REMOVE UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER.3. GRANULAR ROAD BASE SHALL BE COMPACTED TO 100% STANDARD PROCTOR MOISTURE DRY

DENSITY.4. REFER TO TORONTO STANDARD SPECIFICATION 310 FOR PAVEMENT COMPACTION REQUIREMENTS.5. SET EXISTING AND PROPOSED MANHOLES, CATCHBASINS, VALVES, ETC. TO BASE ASPHALT IF TOP

ASPHALT WILL BE PAVED AFTER THE UPCOMING WINTER AND RAISE THEM PRIOR TO PLACING TOPASPHALT .

6. SAW CUT EXISTING PAVED SURFACES FULL DEPTH AND IN STRAIGHT LINES, WHERE PROPOSED ANDEXISTING PAVED SURFACES MEET.

7. SUPPLY AND PLACE 150mm SUB DRAIN AS PER CITY STANDARD T-216.O2-8.

Table 1 - Contractor Work AreasWork Areas Work Elements Site Constraints

A Temp. ESC Controls, Staging and Laydown Area To be sequenced in accordance with the work areas.

BPassive Treatment SystemMajor Sewer Rehab. 3, 6, 11, 15Minor Sewer Rehab. 4

Work Area to be isolated from all Site traffic.

C Lower Haulage Bay Trench DrainMajor Sewer Rehab. 1, 4

Maintain Site operational access to a min. of two Lower HaulageBay DoorsMaitain min. 4-m laneway for site operational traffic

D Tipping Floor Exit Trench Drain Maintain Site operational access to a one bay door at all times

E Leaf and Yard Waste Building Trench Drain Maintain Site operational access to 50% of the entrance at alltimes.

F Minor Sewer Rehab. 3 Maintain Site access at all times around work area.

G Major Sewer Rehab. 2, 5, 7, 9, 10, 12, 13, 14Minor Sewer Rehab. 1, 2, 5, 6, 7

Works to be coordinated and sequenced with Site operational staff.Maintain Site operational access around work area.

H Catchbasin FiltersWorks to be coordinated and sequenced with Site operational staff.Maintain Site operational access around work area.

I Abandon OGS STC-2 Site Access to be coordinated with City Staff

LEGEND

LEGEND

NO DEFECTS

STRUCTURAL DEFECTS

OPERATION AND MAINTENANCEDEFECTS

MONITOR FOR MINOR DEFECTS

CONSTRUCTION FENCE

EXISTING SANITARY LINE

EXISTING STORM LINE

EXISTING WATERMAIN

ABANDONED WATERMAIN

MAJOR SEWERREHABILITATION PRIORITY

MINOR SEWERREHABILITATION PRIORITY

CATCHBASIN FILTER

FLOW DIRECTION

CIPP RELINING

OPEN CUT REHABILITATION

TRENCH DRAIN

PASSIVE TREATMENT SYSTEM

PROPERTY BOUNDARIES

HYDRO-ONE EASEMENT

TRCA REGULATION LIMITS

TEMPORARY SEDIMENT CONTROLFENCE

HYDRO TOWER

VEGETATION LINE

EXISTING FENCELINE

5

CB40

5

LEGEND SHEET AND NOTES

1632-2018-2-002 G-102N.T.S.

NOV. 1, 2018

P.F. K.S.

PLAN

CONTRACT No.DRAFTING:

SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING

SOLID WASTE MANAGEMENT SERVICESENGINEERING AND CONSTRUCTION SERVICES BERMONDSEY TRANSFER STATION

STORMWATER MANAGEMENT IMPROVEMENTS

18ECS-MI-03SW455 Phillip StreetWaterloo Ontario N2L 3X2 CanadaT 519 884 0510 F 519 884 0525 W www.ghd.com

DIRECTOR,CARLYLE KHAN

INFRASTRUCTURE DEVELOPMENT& ASSET MANAGEMENT

1 2018-06-08 FOR CLIENT REVIEW P.F.2 2018-08-24 ISSUED FOR PERMIT APPROVAL P.F.3 2018-08-29 ISSUED FOR MECP APPROVAL P.F.4 2018-11-02 ISSUED FOR TRCA APPROVAL P.F.5 2019-02-15 REISSUED FOR TRCA APPROVAL P.F.6 2019-02-19 ISSUED FOR TENDER P.F.

Plot Date: 22 February 2019 - 9:52 AM Filename: N:\CA\Waterloo\Projects\CAD\drawings\11139000s\11139441\11139441-REPORTS\11139441-00(006)\11139441-00(006)GN\11139441-00(006)GN-WA001.dwgPlotted By: Jonathan Compton

SOLID WASTE MANAGEMENT SERVICES

MATT KELIHERGENERAL MANAGER

WOODSTAIRS

EXISTING CONDITIONS

1632-2018-2-003 C-1011:600

August 29, 2018

P.F K.S

PLAN


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING


SOLID WASTE MANAGEMENT SERVICESDIRECTOR,CARLYLE KHAN


ENGINEERING AND CONSTRUCTION SERVICES BERMONDSEY TRANSFER STATIONSTORMWATER MANAGEMENT IMPROVEMENTS

18ECS-MI-03SW

RAVINE AND NATURAL FEATURE REGULATION LIMIT

TRCA REGULATION LIMIT

EXTENT OF CRIB WALLTO BE AVOIDED.

NOTES:

1) THE EXISTING STORMWATER DRAWING WASSURVEYED USING GPS SURVEY EQUIPMENTREFERENCED TO CITY OF TORONTO SURVEYBENCHMARK LOCATED ON ABUTMENT AT THENORTH-EAST END OF LAWRENCE AVENUE EASTBRIDGE OVER THE DON RIVER (CITY OF TORONTO BMNO.: 12020120506, ELEVATION: 120.748M)

2) ALL BLIND CONNECTIONS TO THE STORM SEWERSYSTEM ARE ASSUMED AND COULD NOT BE VERIFIED.

LEGEND

SANITARY LINE

STORM LINE

HYDRO TOWER

VEGETATION LINE

FENCELINE

ABANDONED W/M

WATERMAIN

PROPERTY BOUNDARIES

HYDRO-ONE EASEMENT


BERMONDSEY ROAD

BERMONDSEYTRANSFERSTATION

EX. COVEREDBUNKER

EX. COVEREDBUNKER

CLOSED TOPBUNKER

POWER TRANSITIONSTATION

STORM SEWER OUTLET

BI-LEVEL RECYCLINGCENTRE

GRAVEL TRAIL

BOUNDARY

CONCRETE CURB

0

107.79STC2

455 Phillip StreetWaterloo Ontario N2L 3X2 CanadaT 519 884 0510 F 519 884 0525 W www.ghd.com

ARE IN METERS UNLESS OTHERWISE NOTED

MEASUREMENTS SHOWN ON THESE PLANS

METRIC

HONI CORRIDOR

Plot Date: 22 February 2019 - 9:52 AM Filename: N:\CA\Waterloo\Projects\CAD\drawings\11139000s\11139441\11139441-REPORTS\11139441-00(006)\11139441-00(006)CI\11139441-00(006)CI-WA001.dwgPlotted By: Jonathan Compton




CLFENCLOSURESBGR

CLF

CLF

CLF

CLF

CLF

WOODSTAIRS

SBGR

CLFSBGR

SBGR

SBGR

SBGR

WOOD

WOOD

RS

BOLBOLBOLBOLBOL

BOLBOLRS

BOL

BOLBOL

BOLBOL

BOLBOLBOL

BOLBOL

BOL

RS

BOL

BOL

HOSE REEL

BOLBOL

BOLBOL

RS

SIGN

GATE

STEEL

BOL

BOL

3 X BOL

2 X BOL

BOL

CANOPY

CANOPY

BOLBOL

BOLBOL

BOLBOL

BOLOLD HPCANOPY

CANOPY

CANOPYRS

BOLBOL

BOL

SIGNGATE

BOLBOL

BOLBOL

BOLBOLSTEEL

BOLBOLFLAG

BOLBOLBOL

WOOD

WOODWOOD

SIGN

SIGN

TB

TB

GPUM

GPUM GPUM

GP

GPUM

GPUM

BOLBOL

BOLBOL

BOL

TB

AN

H TB(EL)LS

TB(EL)

H H

H

H

AN

AN

AN

ANHAN

AN

HSIBSIB IBSIB

NAIL

NAILNAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

HCP

HCP

HCP

HCP

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

LS

FIRE DEPT

4 X

TB

(EL)

TB(EL)

TB(GATE)

EX.COVEREDBUNKER

TSTS

EX.POWERTRANSFORMERS

TS

TS

HH H

H

H

LSLS

LS

LS

LSLS

SIGN

SIGN

RSGLM

SIB

SIB

LS

H

SIB

BOLBOLBOL

LS

GM

SIGN SIGN

SIGN

BERMONDSEYTRANSFERSTATION

EX. COVEREDBUNKER

CLOSED TOP BUNKER

SALT BUNKER

HHWBUILDING

SCALEHOUSE

MH

MH(EL)

MH(EL)

MH(EL)

MH(EL)

MH(EL) MH(EL)

MH

MH

MH03

MH11

MH05

MH06

MHMH07

MH12

MH08

STC1

MH

MHMH

MH09

MH10

MH

MHMH

MH04

MH01 MH13

MH02

MH(EL)

MH(EL)MH(EL)

MH(EL)

MH(EL)

MH(EL) MHMH

MHMHMH

MH

MH

MH

HYDRO

HYDRO

MH

300mm

Ø S

AN

450mm Ø SAN

450mm

Ø S

TM

300mm Ø STM

300mm Ø STM300mm Ø STM

250mm Ø SAN

250mm

Ø S

AN

250mm Ø SAN

EX. 150mmØ SAN.200mm Ø W/M

200mm

Ø W

/M

200mm Ø W/M

200mm

Ø W

/M

20mm

Ø W

/S

FH

WV

WV

WV

WV

FHFHWV WVWV

WV

WVFH

FH

250mm Ø STM

300mm Ø STM

300mm Ø STM

300mm

Ø STM

300mm Ø STM

1

144

9

8 12 13 5

7

2

3

10 6

CB40

CB41

CB36

CB37CB34(DICB)

CB35(DICB)

CB33

CB32

CB30CB31

CB23

CB26

CB27

CB28

CB22

CB21

CB20 CB18

CB19 CB16

CB15

CB13

CB12

CB11

CB17

CB14

CB03

CB06

CB07 CB05

CB04 CB46

CB01

CB44

CB45

CB02

CB43

CB42

CB29

CB09CB10

CB08

CB39

CB38

CB24

LEAF AND YARD WASTEBUILDING TRENCH DRAIN

(SEE DRAWING C-109)

LOWER HAULAGE BAYTRENCH DRAIN(SEE DRAWING C-111)

TIPPING FLOOREXIT TRENCH DRAIN(SEE DETAIL C-110)

OGS STC-2 TO BE ABANDONED(SEE DRAWING C-114)

PROPOSED PASSIVETREATMENT SYSTEM(SEE DRAWING C-107)

PROPOSED OPEN CUTREHABILITATION

WORK AREA AAPPROXIMATE AREA 1600m2

CONTRACTOR STAGING AND LAYDOWN AREA.TEMPORARILY RELOCATE JERSEY BARRIERS AS

NECESSARY TO BOUNDARY OF THE LAYDOWN AREA.CLEAR AREA AS NECESSARY AND RESTORE WITHSEEDING UPON DEMOBILIZATION FROM THE SITE

TEMPORARY CONSTRUCTION FENCE(SEE DETAIL 1, DRAWING C-102)

111

6

4

3

2

5

7

PROPOSED CIPPRELINING

CLEARANCE FROMHYDRO TOWER

3m RADIUS PROTECTIONFOR CONSTRUCTION

MAINTAIN 15.0mCLEARANCE FROMHYDRO TOWER

NO SITE WORKS WITHIN3m RADIUS PROTECTIONFOR CONSTRUCTION

WORK AREA I.ACCESS TO BE ALONGEXISTING ROAD FROM CITYWASTE MAINTENANCE YARD

WORK AREA FWORK AREA E

WORK AREA D

WORK AREA C

CB25 WORK AREA B

UTILIZE EXISTING GRAVELACCESS ROAD

ACCESS TO WORK AREA IWILL BE FROM THE CITY OF

TORONTO - BERMONDSEYTRUCK YARD

STORM SEWERS REHABILITATION AND STAGING

1632-2018-2-004 C-1021:500

August 29, 2018

P.F. K.S.

PLAN


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING


SOLID WASTE MANAGEMENT SERVICESENGINEERING AND CONSTRUCTION SERVICES BERMONDSEY TRANSFER STATION

STORMWATER MANAGEMENT IMPROVEMENTS

18ECS-MI-03SW

LEGEND

NO DEFECTS

STRUCTURAL DEFECTS

OPERATION AND MAINTENANCEDEFECTS

MONITOR FOR MINOR DEFECTS

CONSTRUCTION FENCE


EXISTING STORM LINE

EXISTING WATERMAIN

ABANDONED WATERMAIN

MAJOR SEWERREHABILITATION PRIORITY

MINOR SEWERREHABILITATION PRIORITY

CATCHBASIN FILTER

FLOW DIRECTION

CIPP RELINING


TRENCH DRAIN

PASSIVE TREATMENT SYSTEM

PROPERTY BOUNDARIES

HYDRO-ONE EASEMENT


5

CB40

0 10 15m5




METRIC



STM

SAN

WM

WM

C-102

1

NOTES:

1. SNOW FENCE TO BE UV STABILIZED HIGH DENSITY POLYETHYLENEOR APPROVED EQUIVALENT.

2. TEMPORARY FENCING TO BE INSTALLED TO PROTECT TREES ASDETAILED ON CONTRACT DRAWINGS AND AS DIRECTED ON SITE BYENGINEER AT THE TIME OF CONSTRUCTION MANAGEMENT.

3. DO NOT SECURE TEMPORARY FENCING TO TREES OR SHRUBS, USET-BARS AS REQUIRED.

0.94m

1.5m

1.5m O.C. (TYP.)

SNOW FENCE (1.2m HEIGHT)

N.T.S.1TEMPORARY CONSTRUCTION FENCING

5

15.0m

15.0m

15.0m

15.0m

3.0m 3.0m





Catchbasin # Depth (m) FrameSize/Type Part number

CB 1 2.28 Med. Square 62MCBPC


CB3 1.94 Med. Square 62MSQPC

CB 4 2.32 Med. Square 62MSQPC















CB 19 N/M Med. Square 62MSQPC










CB 29 BURIED Med. Square 62MSQPC





CB 34 2.10 Double Rec. 62XLSQPC

CB 35 1.70 Double Rec. 62XLCBPC












WOODSTAIRS

CB40

CB41CB36

CB37CB34(DICB)

CB35(DICB)

CB33

CB32

CB30CB31

CB23

CB26

CB27CB28

CB22

CB21

CB20 CB18

CB19 CB16

CB15

CB13

CB12

CB11

CB17

CB14

CB03

CB06

CB07 CB05

CB04 CB46

CB01

CB44

CB45

CB02

CB43

CB42

CB29 CB25

CB09CB10

CB08

CB39

CB38

CB24


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING


SOLID WASTE MANAGEMENT SERVICESENGINEERING AND CONSTRUCTION SERVICES

NOTES:

1) THE CONTRACTOR SHALL INSPECT THE PLANS AND/OR WORKSITE TODETERMINE THE QUANTITY OF EACH DRAINAGE STRUCTURE CASTINGTYPE. ENSURE INLET FILTERS SUPPLIED TO THE FIELD MATCHEXISTING CATCHBASIN STYLE AND SIZE.

2) CONTRACTOR TO CONFIRM LOCATION, ELEVATIONS AND SIZES OFEACH CATCHBASIN TO BE FITTED WITH A CATCHBASIN FILTER.

3) CONTRACTOR IS TO CONFIRM GRATE IS ELEVATED NO MORE THAN1/8"

4) CLEAN THE CATCHBASIN PRIOR TO INSTALLATION OF A FILTER IF THECATCHBASIN IS PLUGGED OR CONTAINS LARGE AMOUNT OF DEBRIS

5) THE EXISTING STORMWATER DRAWING WAS SURVEYED USINGGPS SURVEY EQUIPMENT REFERENCED TO CITY OF TORONTOSURVEY BENCHMARK LOCATED ON ABUTMENT AT THENORTH-EAST END OF LAWRENCE AVENUE EAST BRIDGE OVERTHE DON RIVER (CITY OF TORONTO BM NO.: 12020120506,ELEVATION: 120.748M)

6) ALL BLIND CONNECTIONS TO THE STORM SEWER SYSTEM AREASSUMED AND COULD NOT BE VERIFIED.

LEGEND:

PROPOSED CATCHBASIN FILTERS


EXISTING STORM LINE

EXISTING WATERMAIN

ABANDONED WATERMAIN

CB #

CATCHBASIN FILTER DETAILS

1632-2018-2-005 C-1031:600

August 29, 2018

P.F. K.S.

PLAN


18ECS-MI-03SW

0

1CATCH BASIN FILTER SPECIFICATION

46 CATCH BASIN FILTERS TOBE INSTALLED. SEE DETAIL C-103

1




METRIC







1

144

98

11

12 13 5 7

2

3106

BOL

BOL

4 X TB(EL)

CB26

CB29

CB27

300m

m Ø

STM

250mm Ø SAN

200mm Ø W/M

FHSIGN

STEEL

2 X BOL

NAIL

NAIL

LS

H

LS

SALT BUNKER

MH03

MH05

MH

MH

MH

MH(EL)

MH(EL)MH(EL)

MH(EL)

CB11CB12

CB13

CB10

CB39

200mm

Ø W

/M

20mm

Ø W

/S

FH

300mm Ø STM

BOL

BOL

BOLBOL

NAILLSSIB

MH

MH06

MH

CB18

CB19CB20

WV

LS

CB16

200m

m Ø

W/M

300m

m Ø

STM


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING


SOLID WASTE MANAGEMENT SERVICESDIRECTOR,CARLYLE KHAN


ENGINEERING AND CONSTRUCTION SERVICES

04

0

JOM

, BV

V 6

', M

SA

BV

V 6

'

2 3m10

CM

11'

- 01

'

FL 1

2'H

OLE

12'

SR

V 1

2'-1

2'

CL

04'

CN

-10'

-250

mm

Ø

CN

-02'

-250

mm

Ø

CL

12'

FL 1

2'

CL

12'

DA

E 0

1' -

05'

XP

, MS

A

FL 0

6'FL

12'

CN

-02'

-150

mm

Ø (T

O B

EC

OV

ER

ED

BY

CIP

P L

INE

R)

CN

-10'

-150

mm

Ø (T

O B

EC

OV

ER

ED

BY

CIP

P L

INE

R)

FL 1

2'FL

09'

CM

10'

- 02

'

FL 1

2'

CN

-02'

-150

mm

Ø

CN

-09'

-250

mm

Ø

CL

12'

CN

-09'

-250

mm

Ø

CN

-03'

-150

mm

Ø

CN

-03'

-150

mm

ØC

N-0

9'-2

50m

m Ø

CN

-03'

-250

mm

Ø

FL 1

2'

03

CL

12'

CN

-10'

-200

mm

ØC

N-0

2'-2

00m

m Ø

CL

12'

CL

12'

CL

12'

CL

12'

SS

S 1

0' -

01'

CN

-10'

-200

mm

ØC

N-0

2'-2

00m

m Ø

SS

S 1

0' -

01'

FL 1

2'FC

07'

- 05

'

CL

12'

FL 1

2'

CM

07'

- 05

'C

N-0

2'-2

00m

m Ø

CN

-10'

-200

mm

Ø

CL

12'

DA

E 0

7' -

05'

CL

08'

CN

-10'

-150

mm

Ø

FL 1

2'C

NI-0

2'-1

50m

m Ø

CL

03'

CL

12'

FL 1

2'

CL

10'

CL

03'

FL 0

1'

CN

-10'

-150

mm

Ø

0

MG

O(C

OU

NTE

R A

DJU

STE

D)

CN

-09'

-250

mm

Ø

CN

-03'

-250

mm

Ø

CL

12'

CN

-03'

-250

mm

Ø

CN

-09'

-250

mm

ØFL

03'

CL

03'

CN

-09'

-250

mm

ØC

N-0

3'-2

50m

m Ø

CL

12'

27

0305

1001

07 06

0203

PROP. 200mm Ø PVC DR-35 27.1m STM @ 3.2%30

0mm

Ø C

P 8

8.1m

STM

@ 1

.9%

26

29

300mm Ø CP 62.4m STM @ 4.2%

10

12

13

1516

PROP. 200mm Ø PVC DR-35 3.2m STM @ 32.5%

300m

m Ø

CP

32.

4m S

TM @

4.2

%

0712

300mm Ø CP 31.7mSTM @ 6.7%

300mm Ø CP 72.2m STM @ 0.4%

300mm Ø CP 88.2m STM @ 1.9%

2226

24

27

29

28

25

11

39

3841

40

02

08 07 05

0906

04

300mm Ø CP 67.7m STM @ 0.2%

18

19

20

01

42

03

41

02

300mm Ø CP 72.2m STM @ 0.4%

01

MG

O(U

NA

BLE

TO

STA

RT

IN M

H)

RP

P 1

0'

FL 1

2' 0

0

20

21

23

STYROFOAM HI 60 INSULATIONWHERE COVER LESS THAN 1.5m

STYROFOAM HI 60INSULATION

WHERE COVERLESS THAN 1.5m

0610


1632-2018-2-006 C-104AS SHOWN

August 29, 2018

P.F. K.S.

PLAN


18ECS-MI-03SW

LEGEND

NO DEFECTS

STRUCTURAL DEFECTS

OPERATION ANDMAINTENANCE DEFECTS

EXISTING MANHOLE

EXISTING CATCHBASIN

CLOCK REFERENCE BASEDON DOWNSTREAM VIEW (12O'CLOCK)

FLOW DIRECTION

REPAIR LEGEND

CIPP RELINING


CHEMICAL GROUT INJECTION

CIPP SPOT REPAIR

#

#

12'

DEFECT CODES

BVV = BROKEN VOID VISIBLE

CC = CRACK CIRCUMFERENTIAL

CL = CRACK LONGITUDINAL

CM = CRACK MULTIPLE

CN = CONNECTION/JUNCTION

CNI = CONNECTION/ JUNCTION

INTRUDING

DAE = DEPOSITS ATTACHED ENCRUSTATION

DSF = DEPOSITS SETTLED FINE

DSGV = DEPOSITS SETTLED GRAVEL

DSZ = DEPOSITS SETTLED

FC = FRACTURE CIRCUMFERENTIAL

FL = FRACTURE LONGITUDINAL

H = HOLE

IR = INFIL RUNNER

JOM = JOINT OFFSET MEDIUM

LL = ALIGNMENT LEFT

MGO = GENERAL OBSERVATION

MMC = MATERIAL CHANGE

MSA = ABANDONED SURVEY

MWL = WATER LEVEL

RPP = REPAIR PATCH

SRV = SURFACE REINFORCEMENT VISIBLE

SSS = SURFACE SPALLING

XP= COLLAPSE PIPE SEWER

SEWER REHABILITATION KEY PLAN1:400 4MH 12 TO MH 07

2 3m10

1:200 1CB 27 TO MAINLINE

1:250 2MH 03 TO MH 051:350 5MH 01 TO MH 10

1:300 7MH 02 TO MH 03

1:100 3CB 16 TO MAINLINE1:150 6MH 06 TO MH 07




METRIC

1800

mm

Ø M

H 0

9 TO

BE

INS

TALL

ED

. PIP

E S

OFF

IT T

OB

E C

UT

OU

T IN

SID

E N

EW

MA

NH

OLE

. (S

EE

C-1

07)

1800

mm

Ø M

H 8

TO

BE

INS

TALL

ED

.P

IPE

FR

OM

MH

8 T

O M

H07

TO

BE

RE

PLA

CE

D. (

SE

E C

-107

)

1800

mm

Ø M

H D

MH

1 TO

BE

INS

TALL

ED

. PIP

E S

OFF

IT T

OB

E C

UT

OU

T IN

SID

E N

EW

MA

NH

OLE

(SE

E C

-107

)

1800

mm

Ø M

H D

MH

2 TO

BE

INS

TALL

ED

. PIP

E S

OFF

IT T

OB

E C

UT

OU

T IN

SID

E N

EW

MA

NH

OLE

. (S

EE

C-0

17)

NOTES:

1. CONTRACTOR TO CONFIRM IFCONNECTIONS/JUNCTIONS ARE ABANDONED.WHERE CONFIRMED, LINER TO BE INSTALLEDOVER ABANDONED OPENING.

NOTE: WORK TO BE COMPLETED OUTSIDE OFTHE SITE OPERATIONAL HOURS ANDCOORDINATED IN A MANNER THAT RESULTSIN NO DISRUPTION TO SITE TRAFFIC FLOW.


0




1

144

98

11

12 13 5 7

2

3106

RS

CB2

5

CB2

4

250mm Ø SAN

WV

BOL

BOL

BOL

LS

TB(E

L)

SIB

MH

MH07

CB20

WV

RS

RS

HCP

LS

FIRE DEPT

RS

BOL

BOL

BOL MH

STC1

MH

MHMH

MH09

MH

CB32

CB35

CB33

CB34

CB36

CB37

WV

CLFCL

F

RS

HCP

LS

EX.

COVE

RED

BUNK

ER

MH0

8

STC1

CB32

CB33

CB34

CB31

CB30

300mm Ø STM

BOL

BOL

BOL

BOL

BOL

BOL

BOL

GPUM

GPUMGPUM

FIRE DEPT

H

LS

CLOSED TOP BUNKERMH MH

MHMH

MH09

300mm Ø STM

250mm Ø SAN

WV

SBGR

GPUM

GPUMGPUM

H H

LS

LSCLOSED TOP BUNKER

300mm Ø STMWV

BOL

BOL

SIBTS

GLM

MH10

MH


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING


SOLID WASTE MANAGEMENT SERVICESENGINEERING AND CONSTRUCTION SERVICES

33

0909A

09A

09B

20

STC 108

09STC 1

09B10

300mm Ø CP 53.9m STM @ 2.4%

300mm Ø CP 36.0m STM @ 1.4%

300mm Ø CP 30.6m STM @ 4.0%

300mm Ø CP 60.7m STM @ 1.4%

PROP. 200mm Ø PVC DR-35 5.4m STM @ 25%300mm Ø CP 19.0m STM @ 1.4%

300mm Ø CP 881.m STM @ 1.9%

0

300mm Ø CP 31.7m STM@ 6.7%

300m

m Ø

CP

88.1

m S

TM @

1.9

%

450mm Ø CP STM

2 3m10PROP. 200 mm Ø PVC DR-35 11.5m STM @ 9.4%

24

34(DICB)

33

31

30

32

37

36

35(DICB)

34(DICB)

CL

12'

IR 1

2'

CL

12'

CN

-10'

-200

mm

ØC

N-1

0'-2

00m

m Ø

CL

12'

CL

12'

CL

12'

CL

12'

CN

-10'

-200

mm

ØC

N-0

2'-2

00m

m Ø

CL

12'

CL

12'

CL

12'

DA

E 0

5' -

07'

MM

C (C

P T

O P

VC

),M

WL

(50)

CL

12'

CL

12'

CL

01'

CL

12'

CL

12'

CL

12'

CN

-10'

-200

mm

Ø

CN

-02'

-200

mm

Ø

CL

01'

MW

L (3

0)

MM

C (C

P T

O P

VC

)

SS

S 1

0' -

02'

SS

S 0

7' -

05'

SS

S 0

7' -

05'

DS

GC

06'

CN

-10'

-200

mm

Ø(A

BA

ND

ON

ED

)

CN

-02'

-200

mm

Ø(A

BA

ND

ON

ED

)

DS

GV

06'

CL

12'

CL

12'

IR 1

0'

DS

GV

06'

DS

C 0

6'

MG

O(P

IPE

DIS

CO

LOR

ED

)

CN

-02'

-200

mm

Ø(A

BA

ND

ON

ED

)C

L 11

'

CN

-10'

-200

mm

Ø(A

BA

ND

ON

ED

)

CL

10'

CN

-02'

-200

mm

Ø(A

BA

ND

ON

ED

)C

N-1

0'-2

00m

m Ø

(AB

AN

DO

NE

D)

MG

O(A

BA

ND

ON

ED

CH

AM

BE

R)

MW

L (1

5)

CL

10'

CL

12'

DS

GV

06'

MM

C (P

VC

TO

VC

P)

JOM

MM

C (V

CP

TO

CP

)

IR 1

2', F

C 0

7' -

05'30

0mm

Ø C

P 53

.9m

STM

@ 2

.3%

300mm

Ø C

P 25.1m STM

@ 3.7%

07

CIPP LINE THROUGH BURIED MH 9A

CIPP LINE THROUGH BURIED MH 9A & MH9B

CIPP LINE THROUGH BURIED MH 9B



2 3m10

2 3m10


1632-2018-2-007 C-105AS SHOWN

August 29, 2018

P.F. K.S.

PLAN


18ECS-MI-03SW

LEGEND

NO DEFECTS

STRUCTURAL DEFECTS

OPERATION ANDMAINTENANCE DEFECTS

EXISTING MANHOLE

EXISTING CATCHBASIN

CLOCK REFERENCE BASEDON DOWNSTREAM VIEW (12O'CLOCK)

FLOW DIRECTION

REPAIR LEGEND

CIPP RELINING


CHEMICAL GROUT INJECTION

CIPP SPOT REPAIR

#

#

12'

DEFECT CODES

BVV = BROKEN VOID VISIBLE

CC = CRACK CIRCUMFERENTIAL

CL = CRACK LONGITUDINAL

CM = CRACK MULTIPLE

CN = CONNECTION/JUNCTION

CNI = CONNECTION/ JUNCTION INTRUDING

DAE = DEPOSITS ATTACHED ENCRUSTATION

DSF = DEPOSITS SETTLED FINE

DSGV = DEPOSITS SETTLED GRAVEL

DSZ = DEPOSITS SETTLED OTHER

FC = FRACTURE CIRCUMFERENTIAL

FL = FRACTURE LONGITUDINAL

H = HOLE

IR = INFIL RUNNER

JOM = JOINT OFFSET MEDIUM

LL = ALIGNMENT LEFT

MGO = GENERAL OBSERVATION

MMC = MATERIAL CHANGE

MSA = ABANDONED SURVEY

MWL = WATER LEVEL

RPP = REPAIR PATCH

SRV = SURFACE REINFORCEMENT VISIBLE

SSS = SURFACE SPALLING

XP= COLLAPSE PIPE SEWER

SEWER REHABILITATION KEY PLAN

0

1:250 8MH 09 TO STC11:250 11MH 09A TO MH 09

1:200 9STC 1 TO MH 08

1:100 10CB 20 TO MAINLINE1:100 13MH 10 TO MH 09B

1:250 12MH 09B TO MH 09A1:100 14CB 25 TO MAINLINE




METRIC



25

NOTES:

1. CONTRACTOR TO CONFIRM IF CONNECTIONS/JUNCTIONSARE ABANDONED. WHERE CONFIRMED, LINER TO BEINSTALLED OVER ABANDONED OPENING.





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