Engineering & Construction Services...ENGINEERING & CONSTRUCTION SERVICES MICHAEL D'ANDREA, P. ENG....

$: Engineering & Construction Services...ENGINEERING & CONSTRUCTION SERVICES MICHAEL D'ANDREA, P. ENG. - CHIEF ENGINEER AND EXECUTIVE DIRECTOR, ISSUED FOR TENDER FILE:S:\2017\17M-02182-00\CONTRACT$
ENGINEERING & CONSTRUCTION SERVICES

CHIEF ENGINEER AND EXECUTIVE DIRECTOR, MICHAEL D'ANDREA, P. ENG. -

S:\2017\17M-02182-00\CONTRACT 1\f\projects\STRUCTURES_EXPRESSWAYS\CULVERTS\GENERAL DRAWINGS FOR 267,274,661,668\MASTER\267-S491-2.dgnFILE:

ISSUED FOR TENDER

Engineering & Construction Services

ISLIN

GT

ON A

VE

HUMBER RIVER

LAKELAND DR

LIGHTWOOD DR

ALBION RD

RE

NFO

RTH D

R

ISLIN

GT

ON A

VE

ELMHURST DR

GOLFDOWN DR

RE

DW

ATE

R D

R

SH

EN

DALE D

R

DEESIDE C

T

TOLEDO RD

ARBROATH CRES

SEALC

OVE D

R

THIC

KET R

D

TAYSHAM CRES

CULVERT NO 661

CULVERT NO 274

CULVERT NO 668

CULVERT NO 267

RIC

EK

OO

RB

RA

ELC

DR DOOWELKCIRC

RD

NO

TL

OB

RO

T

SERC YLEVA

TS

SERC

A

WA

TA

B

RD K

O

OR

B

DD

OT

DATE:

DRAWING INDEXN

DRAWING NUMBER:

N

N

SEE NEXT SHEET

REHABILITATION OF CULVERTS AT VARIOUS LOCATIONS

CONTRACT No. 19ECS-TI-12BE

267-S491-2

CO

NT

RA

CT N

o. 19E

CS-TI-12B

E IS

SU

ED F

OR T

EN

DE

R

REHABILITATION OF CULVERT No. 661 AND CULVERT No. 668

REPLACEMENT OF CULVERT No. 267 AND CULVERT No. 274,

MARCH 2019

ENGINEERING & CONSTRUCTION SERVICES

CHIEF ENGINEER AND EXECUTIVE DIRECTOR, MICHAEL D'ANDREA, P. ENG. -

ISSUED FOR TENDER

S:\2017\17M-02182-00\CONTRACT 1\f\projects\STRUCTURES_EXPRESSWAYS\CULVERTS\GENERAL DRAWINGS FOR 267,274,661,668\MASTER\267-S491-3.dgnFILE:


DATE:

DRAWING INDEX

DRAWING NUMBER:

REHABILITATION OF CULVERTS AT VARIOUS LOCATIONS

267-S491-3

CO

NT

RA

CT N

o. 19E

CS-TI-12B

E IS

SU

ED F

OR T

EN

DE

R


REHABILITATION OF CULVERT No. 661 AND CULVERT No. 668

REPLACEMENT OF CULVERT No. 267 AND CULVERT No. 274,

MARCH 2019

LANDSCAPE RESTORATION PLANPLAN661-S3010-8

NOTES

TREE PRESERVATION CHARTS AND DETAIL661-S3010-7

TREE PRESERVATION PLAN PLAN661-S3010-6

ROADWAY RESURFACINGPLAN661-S3010-5

STRUCTURAL REPAIRSDETAIL661-S3010-4

TEMPORARY FLOW PASSAGE SYSTEM PLAN661-S3010-3

GENERAL ARRANGEMENTPLAN661-S3010-2


NOTES


TREE PRESERVATION PLANPLAN274-S637-17

MISCELLANEOUS DETAILSDETAIL274-S637-16

FINAL LANE MARKINGPLAN274-S637-15

TRAFFIC CONTROL IIPLAN274-S637-14

TRAFFIC CONTROL IPLAN274-S637-13

ROADWAY RECONSTRUCTIONPLAN274-S637-12

RETAINING WALL DETAILSDETAIL274-S637-11

CAST-IN-PLACE CULVERT DETAILSDETAIL274-S637-10

LIMITS

FOOTING REINFORCEMENT AND PAYMENT DETAIL274-S637-9

DETAILS

FOUNDATION LAYOUT AND FOOTING DETAIL274-S637-8

AND REMOVALS

TEMPORARY FLOW PASSAGE SYSTEM PLAN274-S637-7

CONSTRUCTION STAGINGDETAIL274-S637-6


STREETLIGHTING LAYOUT - ULTIMATEPLAN SL-08

STREETLIGHTING LAYOUT - ULTIMATEPLAN SL-07

CIVIL LAYOUT - ULTIMATE PLAN SL-06

PHOTOMETRICS - TEMPPLAN SL-05

STREETLIGHTING LAYOUT - TEMPPLAN SL-04

CIVIL LAYOUT - TEMPPLANSL-03

DETAILS 2DETAILSL-02

TITLE PAGESL-01


TREE PRESERVATION NOTES AND CHARTSDETAIL267-S491-17



TRAFFIC CONTROL IIPLAN267-S491-14

TRAFFIC CONTROL IPLAN267-S491-13


ARMOUR STONE WALL DETAILSDETAIL267-S491-11

PRECAST UNIT DETAILSDETAIL267-S491-10

FOOTING DETAILSPLAN267-S491-9

REMOVALS

TEMPORARY FLOW PASSAGE SYSTEM AND PLAN267-S491-8



AND DETAILS

ROAD RECONSTRUCTION GENERAL NOTES DETAIL267-S491-5

GENERAL NOTESDETAIL267-S491-4

DRAWING INDEX267-S491-3

TITLE PAGE267-S491-2

LANDSCAPE NOTES AND DETAILSDETAIL668-S3211-25

DETAILS

TREE PRESERVATION NOTES AND DETAIL668-S3211-24

MISCELLANEOUS DETAILSDETAIL668-S3211-23

ALUMINUM RAILINGDETAIL668-S3211-22

GRADE BEAM FOR RAILINGDETAIL668-S3211-21

CONCRETE REPAIR DETAILSDETAIL668-S3211-20

ELECTRICAL LAYOUT 2PLANSL-14

CIVIL LAYOUT 2PLANSL-13

ELECTRICAL LAYOUTPLAN SL-12

CIVIL LAYOUT 1PLAN SL-11

DETAILSDETAILSL-10

TITLE PAGE SL-09


NOTES




TRAFFIC CONTROLPLAN668-S3211-9


STRUCTURAL REPAIRSDETAIL668-S3211-7

RETAINING WALL DETAILSDETAIL668-S3211-6

SYSTEM AND REMOVALS

TEMPORARY FLOW PASSAGE PLAN668-S3211-5



CONSULTANTS

S:\2017\1

7M-0

2182-0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn

JSSISSUED FOR TRCA APPROVAL03-04-20191

JSSISSUED FOR TENDER03-21-20192

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH

DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION


AS NOTED

STREAM FLOW DIVERSION / ISOLATION OF IN STREAM WORK AREAS:

CHANNEL BED AND BANK DISTURBANCE AND RESTORATION

PROTECT RESTORED BANKS BEFORE VEGETATION IS FULLY ESTABLISHED.

BLANKET DESIGNED TO WITHSTAND CHANNEL FLOWS SHALL BE INSTALLED TO TEMPORARILY

BANKS SHALL BE RESTORED TO CONDITIONS PRIOR TO THE DISTURBANCE. AN EROSION

STOCKPILED AND THEN REPLACED AS SOON AS POSSIBLE. DISTURBED VEGETATED CHANNEL

INSTALLATION OF PUMPS, COFFER DAMS), BED MATERIALS SHALL BE REMOVED AND

IN AREAS WHERE THE BED OF A WATERCOURSE WILL BE TEMPORARILY DISTURBED (E.G. 2.

RESTORED IN ACCORDANCE WITH DETAILS PROVIDED ON THE CONTRACT DRAWINGS.

WHERE APPLICABLE, ALL DISTURBED WATERCOURSE BED AND BANK AREAS ARE TO BE 1.

CONTINGENCY PLAN: FOR UNANTICIPATED STORM EVENTS

GENERAL NOTES:

X. ZHAOJ. STONER J. SMITH

CULVERT SITE NO. 267, 274, 661, 668

GENERAL NOTES

REINFORCING STEEL

CLASS OF CONCRETE

CLEAR COVER TO REINFORCING STEEL

CONSTRUCTION NOTES

ALBION RD OVER ALBION CREEK, ISLINGTON AVE OVER HUMBER RIVER TRIBUTARY,

TOLEDO RD OVER ELMCREST CREEK, REDWATER DR OVER HUMBER RIVER TRIBUTARY

TRAFFIC CONTROL NOTES:GENERAL NOTES:

REHABILITATION NOTES

ABBREVIATIONS:

19ECS-TI-12BE

267-S491-4 S101

OR MATCHED.

ALL GRADES WITHIN THE REGULATORY FLOOD PLAIN SHALL BE MAINTAINED 10.

OF 30 METRES FROM THE WATER.

VEHICULAR REFUELING AND MAINTENANCE SHALL BE CONDUCTED A MINIMUM

RUBBLE, CONCRETE OR OTHER DELETERIOUS SUBSTANCES INTO THE WATER.

CONTROLLED TO PREVENT THE ENTRY OF PETROLEUM PRODUCTS, DEBRIS,

ALL ACTIVITIES, INCLUDING MAINTENANCE PROCEDURES, SHALL BE 9.

TRCA ENFORCEMENT OFFICER AS WELL AS THE CONTRACT ADMINISTRATOR.

CONCERNS ARISE ON SITE THE ENVIRONMENTAL MONITOR WILL CONTACT THE

UNWATERING, RESTORATION AND IN- OR NEAR- WATER WORKS. SHOULD

WORKS RELATED TO EROSION AND SEDIMENT CONTROLS, DEWATERING OR

RAIN/SNOWMELT EVENT, TO MONITOR ALL WORKS, AND IN PARTICULAR

CONTROLS, AS WELL AS ON A REGULAR BASIS, OR FOLLOWING

AN ENVIRONMENTAL MONITOR WILL ATTEND THE SITE TO INSPECT ALL NEW 8.

ADDITIONAL ESC MEASURES TO BE KEPT ON SITE AND USED AS NECESSARY.

TRCA ENFORCEMENT OFFICER SHALL BE IMMEDIATELY CONTACTED.

IMPLEMENTED IMMEDIATELY TO MINIMIZE POTENTIAL ECOLOGICAL IMPACTS.

INCLUDING SEDIMENT, THEN ALTERNATIVE MEASURES SHALL BE

EFFECTIVE IN PREVENTING THE RELEASE OF A DELETERIOUS SUBSTANCE,

THE WORK AREAS. IF THE PRESCRIBED MEASURES ON THE PLANS ARE NOT

CONDITIONS CHANGE TO MINIMIZE SEDIMENT LADEN RUNOFF FROM LEAVING

ARE NOT STATIC AND MAY NEED TO BE UPGRADED/AMENDED AS SITE

THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THE PLANS 7.

WITH APPROPRIATE EROSION AND SEDIMENT CONTROLS.

ALL IN-WATER AND NEAR WATER WORKS SHALL BE CONDUCTED IN THE DRY 6.

PROGRESSES.

TEMPORARILY OR PERMANENTLY STABILIZED OR RESTORED AS THE WORK

DISTURBED AREAS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE, AND 5.

WITHIN 48 HOURS OF THE INSPECTION.

SEDIMENT CONTROL MEASURES SHALL BE REPAIRED AND/OR REPLACED

PREVENT ENTRY OF SEDIMENT INTO THE WATER. ALL DAMAGED EROSION AND

PRIOR TO, AND MAINTAINED DURING THE CONSTRUCTION PHASES, TO

EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE IMPLEMENTED 4.

DISTURBANCE TO THE WATERCOURSES.

LOCATION OF COFFERDAMS SHALL BE SET BY THE CONTRACTOR TO MINIMIZE 3.

REQUIREMENTS RELATED TO THE PROTECTION OF THE ENVIRONMENT.

CONTRACTOR SHALL ADHERE TO ALL PROVINCIAL AND FEDERAL 2.

THE REGULATED AREA.

(TRCA) APPROVAL IS REQUIRED FOR ANY MODIFICATION TO THE PLANS WITHIN

AGENCIES FOR REVIEW. TORONTO REGION CONSERVATION AUTHORITY

CHANGES TO THE APPROVED PLANS SHALL BE RESUBMITTED TO APPROVAL 1.

AND HAVE BEEN GIVEN WRITTEN AND ORAL INSTRUCTIONS.

THE OHSA, HAVE BEEN TRAINED IN THE APPLICATION OF BOOK 7

COMPETENT WORKERS, ARE AWARE OF THE REQUIREMENTS OF

DEVICES OR MEASURES, AND TRAFFIC CONTROL PERSONS ARE

RESPONSIBLE FOR INSTALLING OR REMOVING TRAFFIC CONTROL

THE CONTRACTOR SHALL ENSURE THAT ALL WORKERS 6.

WALL AS REQUIRED.

THE SIGNS ON THE TEMPORARY PRECAST CONCRETE BARRIER

ALL MOUNTING BRACKETS NECESSARY TO INSTALL AND RELOCATE

THE CONTRACTOR SHALL SUPPLY, FABRICATE, INSTALL, MAINTAIN, 5.

PROPER POSITION) FOR ALL STAGES OF THE WORK.

BASES (EQUIPPED WITH SUFFICIENT BALLAST TO KEEP THEM IN

AND RELOCATE ALL CONSTRUCTION SIGN MOUNTING FRAMES AND


REFLECTIVITY LEVELS AS SPECIFIED BY THE OTM BOOK 7.

IN GOOD, LEGIBLE AND CLEAN CONDITION WITH THE MINIMUM

ALL CONSTRUCTION SIGNS, BARRICADES AND MARKERS SHALL BE 3.

WORK.

CONTRACT DOCUMENTS AND OTM BOOK 7, FOR ALL STAGES OF THE

SUPPLEMENTARY CONSTRUCTION SIGNS) AS REQUIRED IN THE

AND RELOCATE ALL CONSTRUCTION SIGNS (INCLUDING ANY


CONSTRUCTION STAGING DRAWING.

TRAFFIC STAGING DRAWINGS TO BE READ IN CONJUNCTION WITH 1.

CONCLUSION OF THE WORK.

CONSTRUCTION STAGING, THESE SHALL BE UNCOVERED AT THE

THAT CONFLICT WITH ANY TEMPORARY SIGNS REQUIRED FOR

THE CONTRACTOR SHALL COVER ALL EXISTING TRAFFIC SIGNS 17.

ALL LANE DIRECTIONAL CHANGES SHALL BE SMOOTH CURVES.16.

WIDE SOLID YELLOW LINES AT 400mm CENTRE.

CONSTRUCTION ENTRANCES SHALL BE DEMARCATED WITH 3-200mm 15.

INSTALLED BY THE CONTRACTOR.

PERMANENT PAVEMENT MARKINGS SHALL BE SUPPLIED AND 14.

DEFACED. TC-54'S TO BE CLEANED OF ROADSPRAY AS NEEDED.

OTHER TRAFFIC CONTROL DEVICES THAT HAVE BEEN DAMAGED OR

THE CONTRACTOR SHALL IMMEDIATELY REPLACE ALL SIGNS AND 13.

300mm BEHIND THE EDGE LINE.

ALL TC-54 FLEXIBLE DRUM TYPE DELINEATORS ARE TO BE PLACED 12.

CONFORM TO OPSD 911.140, OPSD 911.232 AND OPSD 911.233.

ALL TEMPORARY PRECAST CONCRETE BARRIER WALL SHALL 11.

CHAIN LINK FENCE.

TEMPORARY CONCRETE BARRIERS SHALL BE SUPPLIED WITH A 10.

AS SHOWN ON THESE DRAWINGS.

MAINTAINED, RELOCATED AND/OR REMOVED BY THE CONTRACTOR

SADDLE TYPE DELINEATORS SHALL BE SUPPLIED, INSTALLED,

TEMPORARY CONCRETE BARRIERS, DRUM TYPE DELINEATORS AND 9.

CONTRACT ADMINISTRATOR IN THE FIELD.

INDICATED ON THESE DRAWINGS OR AS DIRECTED BY THE

BE SUBSEQUENTLY REMOVED OR RESURFACED SHALL BE TAPE AS

TEMPORARY PAVEMENT MARKINGS ON PAVEMENT THAT WILL NOT 8.

INSTALLED, MAINTAINED, AND REMOVED BY THE CONTRACTOR.

ALL TEMPORARY PAVEMENT MARKINGS SHALL BE SUPPLIED, 7.

DENOTES WORKING POINTWP

DENOTES WATER LEVELWL

DENOTES STROM SEWERSTM

DENOTES TOP OF WALLT/WALL

DENOTES TYPICALTYP

DENOTES TOP UPPER LEVELTUL

DENOTES TOP LOWER LEVELTLL

DENOTES TOP OF PAVEMENTT/P

DENOTES TOP OF FOOTINGT/FTG

DENOTES INVERTINV

DENOTES OUTER FACEOF

DENOTES INNER FACEIF

DENOTES INTERNAL DIAMETERID

DENOTES FRONT FACEFF

DENOTES ELEVATIONEL

DENOTES EACH FACEEF

DENOTES CENTRE LINECL

DENOTES CONSTRUCTION JOINTCJ

DENOTES BOTTOM UPPER LEVELBUL

DENOTES BOTTOM LOWER LEVELBLL

DENOTES BOTTOM OF FOOTINGB/FTG

DENOTES BACK FACEBF

DENOTES BOTTOMBOT.

DENOTES BOREHOLEBH

SURROUNDING LANDS.

MATERIAL BE PERMITTED TO ENTER THE WATERCOURSE, RIGHT-OF-WAY, OR

WASHING OF CONCRETE TRUCKS. AT NO TIME SHALL EFFLUENT OR SURPLUS

EFFLUENT AND SURPLUS MATERIALS RESULTING FROM CLEANING OR

THE CONTRACTOR SHALL PROVIDE MEASURES TO COLLECT AND CONTAIN ALL 20.

ENFORCEMENT OFFICER AND PROJECT MANAGER IF AN ISSUE ARISES.

PROCEEDS. THE ENVIRONMENTAL MONITOR SHALL NOTIFY THE TRCA

NATURAL ENVIRONMENT ARE EFFECTIVELY MITIGATED AS CONSTRUCTION

ENSURE THAT ACTIVITIES THAT COULD HAVE A NEGATIVE IMPACT TO THE

AN ENVIRONMENTAL MONITOR WILL BE ON SITE, AND PROVIDE ADVICE, TO 19.

416-661-6600 x 5925) 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.

AT 416-661-6600 x 5626) AND TRCA PROJECT MANAGER (LEILA SOTOUDEH AT

THE CONTRACTOR SHALL NOTIFY TRCA ENFORCEMENT OFFICER (PAUL NOWAK 18.

AND MATERIALS FROM THE WATERCOURSE PRIOR TO LEAVING THE SITE.

AT THE END OF EACH DAY, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT 17.

EVENTS.

OPERATIONS SUCH THAT NO IN-WATER WORK OCCURS DURING RAINFALL

THE CONTRACTOR SHALL MONITOR WEATHER FORECASTS AND SCHEDULE 16.

267, 274 AND 661, AND JULY 1 TO SEPTEMBER 15 FOR CULVERT 668.

OCCUR DURING THE FOLLOWING PERIOD: JULY 1 TO MARCH 31 FOR CULVERTS

AND MIGRATORY PERIODS, IN-WATER/NEAR WATER ACTIVITIES SHALL ONLY

TO PROTECT LOCAL FISH POPULATIONS DURING THEIR SPAWNING, NURSERY 15.

REMOVALS SHALL BE COMPLETED BETWEEN AUGUST 1 AND APRIL 1.

IN ORDER TO COMPLY WITH THE MIGRATORY BIRDS CONVECTION ACT, TREE 14.

THROUGH THE WATERCOURSE UNLESS APPROVED BY TRCA.

WATERCOURSE. NO EQUIPMENT OR VEHICLES ARE PERMITTED TO CROSS

ALL ACCESS TO THE WORK SITE SHALL BE FROM EITHER SIDE OF THE 13.

RELEASE OF SEDIMENT LADEN WATER.

AND MAINTAINED OR REVISED TO MEET THE OBJECTIVE OF PREVENTING THE

MEASURES SHALL BE MONITORED BY THE CONTRACTOR FOR EFFECTIVENESS

DRAIN ONTO DISTURBED SOILS WITHIN THE WORK AREA. THESE CONTROL

DIRECTLY TO ANY WATERCOURSE, WETLAND OR FOREST, OR ALLOWED TO

WELL-VEGETATED AREA. NO DEWATERING EFFLUENT SHALL BE SENT

WATERCOURSE OR WETLAND AND ALLOWED TO DRAIN THROUGH A

RELEASED TO THE ENVIRONMENT AT LEAST 30 METRES FROM A

ALL DEWATERING/UNWATERING SHALL BE DISCHARGED VIA A FILTER BAG AND 12.

MATERIALS, ETC.

TANKS, PORTA- POTTIES, MACHINERY, EQUIPMENT, CONSTRUCTION

POTENTIAL TO CAUSE A SPILL OR AN OBSTRUCTION TO FLOW, E.G., FUEL

ITEMS FROM THE REGIONAL STORM FLOOD PLAIN THAT WOULD HAVE THE

UNEXPECTED STORM ARISE, THE CONTRACTOR SHALL REMOVE ALL UNFIXED

CONDUCTED DURING FAVOURABLE WEATHER CONDITIONS. SHOULD AN

OF THE ONSET OF THE PROJECT TO ENSURE THAT THE WORKS WILL BE

THE CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN ADVANCE 11.

THE CONTRACTOR SHALL PROVIDE WEEKEND MONITORING.6.

WATERCOURSE AND FLOOD PLAIN.

EQUIPMENT AND/OR MATERIALS NOT BEING USED SHALL BE STORED AT LEAST 30m FROM THE 5.

SOON AS CONDITIONS ALLOW.

MAINTAINED THROUGHOUT THE STORM EVENT, ANY NEEDED REPAIRS SHALL BE MADE AS

THE CONTRACTOR SHALL MONITOR EROSION PROTECTION MEASURES AND ENSURE THEY ARE 4.

EQUIPMENT AND/OR MATERIAL IS WITHIN THE FLOOD PLAIN LIMITS DURING A STORM EVENT.

CONTINGENCY PLAN THAT IDENTIFIES THE SPECIFIC REMOVAL/PROTECTION MEASURES IF

PROTECTION MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL PREPARE A

AWAY FROM THE FLOOD PLAIN AS POSSIBLE TO ALLOW FOR STORM FLOWS AND APPROPRIATE

MATERIAL REMOVAL IS NOT POSSIBLE THEN THEY SHALL BE MOVED AND STABILIZED AS FAR

ANY EQUIPMENT OR MATERIALS WITHIN THE FLOOD PLAIN SHALL BE REMOVED. IF EQUIPMENT/ 3.

THE CONTRACTOR SHALL SET UP A WEATHER MONITORING PROGRAM.2.

STORED OUTSIDE OF TRCA REGULATION AREA.

USE DURING AND AFTER AN UNANTICIPATED STORM EVENT. STOCKPILED MATERIALS SHALL BE

ROCK MATERIAL, SILT FENCE, PUMPS, ABSORBENTS ETC.) SHALL BE STOCKPILED ON SITE FOR

ADDITIONAL SEDIMENT AND EROSION CONTROL MATERIALS (SUCH AS CONCRETE BARRIER, 1.

SHALL BE INCLUDED IN THE CONTRACTORS CONTINGENCY PLAN.

EVENTS. IN PREPARATION OF AN UNANTICIPATED STORM EVENT THE FOLLOWING MEASURES

THE WATERCOURSES ARE SUBJECT TO SUDDEN INCREASES IN WATER LEVELS DURING STORM

APRIL, 2019

DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.

DATEEngineering & Construction Services

EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,

Project, Engineering & Construction ServicesMunicipal Infrastructure & Gardiner Rehabilitation

Director, Design & ConstructionFRANK CLARIZIO, P.ENG.

Bridges, Structures & Expressways

Transportation Infrastructure

Acting Manager,Design & Construction

JODIE ATKINS, P.ENG. (A)

DOCUMENTS.

ABRASIVE BLAST CLEANED IN ACCORDANCE WITH THE CONTRACT

REMOVALS AND WHICH IS DESIGNATED TO REMAIN SHALL BE

EXISTING REINFORCING STEEL WHICH IS EXPOSED DURING CONCRETE 3.

LESS.

DEEP, OR TO THE DEPTH OF REINFORCING STEEL, WHICHEVER IS

THE LIMITS OF REMOVAL SHALL BE DELINEATED BY SAWCUT 25 mm 2.

ADMINISTRATOR.

INJECTION SHALL BE IDENTIFIED IN THE FIELD BY THE CONTRACT

SCHEMATICALLY. LIMITS OF CONCRETE REMOVAL AND CRACK

AREAS OF REPAIR ARE INDICATED ON THE DRAWINGS 1.

ROCK PROTECTION SHALL COMPRISE CLEAN WASHED STONES.11.

UNLESS NOTED OTHERWISE.

ALL EXPOSED CONCRETE EDGES TO RECEIVE 20x20mm CHAMFER, 10.

LIGHTS. METHOD OF SUPPORT TO BE DETERMINED BY CONTRACTOR.

TEMPORARILY SUPPORTED TO MAINTAIN OPERATION OF STREET

ELECTRICAL CONDUITS, CABLES/WIRING AND BOXES SHALL BE 9.

CONTRACTOR.

LEVEL 3. LIMITS OF PROTECTION SYSTEMS TO BE DETERMINED BY

QUADRANT FOR CULVERT NO. 267 TO BE DESIGNED TO PERFORMANCE

PERFORMANCE LEVEL 2. PROTECTION SYSTEM IN SOUTHWEST

ROADWAY PROTECTION SYSTEM SHALL BE DESIGNED TO 8.

ROUGHENED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

DESIGNATED TO BE PLACED SHALL BE ABRASIVE BLAST CLEANED AND

ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS 7.

PROTECTED.

CONSTRUCTION. ALL UTILITIES TO BE MAINTAINED, SUPPORTED AND

CONFIRM LOCATION OF ALL UTILITIES PRIOR TO START OF

LOCATION OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO 6.

MAINTAINED AT ALL TIMES.

ACCESS TO NEARBY RESIDENCES AND BUSINESSES TO BE 5.

DESIGN CODE CHBDC CSA S6-14, LOADING CL-625-ONT.4.

DRAWINGS ARE NOT TO BE SCALED.3.

STRUCTURE SHALL BE SUBMITTED FOR APPROVAL.

ADJUSTMENT OF THE WORK REQUIRED TO MATCH THE EXISTING

REPORTED TO THE CONTRACT ADMINISTRATOR AND THE PROPOSED

COMMENCEMENT OF THE WORK. ANY DISCREPANCIES SHALL BE

ARE RELEVANT TO THE WORK SHOWN ON THE DRAWINGS PRIOR TO

ELEVATIONS OF THE EXISTING STRUCTURES AND ROADWAYS THAT

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS, AND 2.

DRAWING.

ALL CONTRACT DRAWINGS TO BE READ IN CONJUNCTION WITH THIS 1.

ASTM A123.

REINFORCEMENT, WWR 102x102mm (MW25.8xMW25.8), GALVANIZED TO

REINFORCED WITH GALVANIZED WELDED STEEL WIRE MESH

ALL CONCRETE PATCH AND REFACING REPAIRS SHALL BE 4.

INDICATED OTHERWISE.

WITH THE STRUCTURAL STANDARD DRAWING SS12-1, UNLESS

MINIMUM HOOK DIMENSIONS. ALL HOOKS SHALL BE IN ACCORDANCE

MINIMUM BEND DIAMETERS, WHILE STIRRUPS AND TIES SHALL HAVE

BAR HOOKS SHALL HAVE STANDARD HOOK DIMENSIONS USING 3.

REINFORCING STEEL BARS SHALL BE CLASS B.

UNLESS SHOWN OTHERWISE, TENSION LAP SPLICES FOR 2.

REINFORCING STEEL SHALL BE GRADE 400W.1.

±2070UNLESS NOTED OTHERWISE

REMAINDER

±2070FRAME LEGS

±1060SOFFIT OF TOP SLAB

±2070TOP SURFACE OF TOP SLAB

CAST-IN-PLACE FRAME

±1055FRAME LEGS

±1050SOFFIT OF TOP SLAB

±1050TOP SURFACE OF TOP SLAB

PRECAST FRAME

±25100BOTTOMS & SIDES OF FOOTING

35 MPa, CLASS C-1(UNLESS NOTED OTHERWISE)

ALL OTHER CONCRETE

35 MPa, CLASS C-1CONCRETE PATCHES AND REFACING

25 MPa, CLASS C-1MASS CONCRETE

35 MPa, CLASS C-1PRECAST FRAME

WEATHER (AFTER THE SPRING RUNOFF IS COMPLETE).

THE CONTRACT ADMINISTRATOR AND SHALL CORRESPOND TO THE OBSERVED WATER LEVEL DURING DRY

SHALL BE AT LEAST THE BASE FLOW ELEVATION PLUS 300mm. BASE FLOW ELEVATION SHALL BE DETERMINED BY

DETERMINE THE SIZE OF THE TEMPORARY FLUME BASED ON LOW FLOW CONDITIONS. THE COFFERDAM HEIGHT

IN-WATER WORKS SHALL BE UNDERTAKEN UNDER LOW FLOW CONDITIONS. THE CONTRACTOR SHALL 5.

COARSE GRANULAR MATERIAL.

SHALL BE PROTECTED FROM EROSION OF CHANNEL SEDIMENTS THROUGH INSTALLATION OF A BED OF CLEAN,

OF THE CONSTRUCTION WORK AREA SHALL MAKE USE OF DEWATERING TRAPS.THE PUMP DISCHARGE ZONE

DOWNSTREAM OF THE PUMP INTAKE ZONE AND UPSTREAM OF THE PUMP DISCHARGE ZONE. ANY DEWATERING

BACK UP PUMP.BARRIERS TO ISOLATE THE CONSTRUCTION WORK AREA SHALL BE CONSTRUCTED

OR MORE PUMPS AS REQUIRED FOR THE WATERCOURSE DIVERSION FLOW PLUS AT LEAST ONE ADDITIONAL

FLOW DIVERSION HOSES TO PREVENT ANY ACCIDENTAL INTAKE OF FISH.THE CONTRACTOR SHALL INSTALL ONE

RESULTING FROM CONSTRUCTION ACTIVITIES. APPROPRIATE SCREENING SHALL BE USED ON THE ENDS OF THE

PUMPED WATERCOURSE DIVERSION FLOWS ARE TO REMAIN CLEAN AT ALL TIMES AND FREE OF ANY SEDIMENTS

GRANULAR MATERIAL TO ENSURE THAT CHANNEL SEDIMENTS ARE NOT RELEASED INTO THE PUMP INTAKE.

REQUIRED TO BE PLACED WITHIN THE WATERCOURSE, SHALL BE PLACED ON A BED OF CLEAN, COARSE

OUTSIDE THE WATERCOURSE BANKS WHERE POSSIBLE. PUMP INTAKE HOSES AND THE PUMP ITSELF, WHERE

THE EXISTING CULVERT AND PLACEMENT OF ROCK PROTECTION. FLOW DIVERSION PUMPS ARE TO BE LOCATED

COFFERDAMS WITH FLOW DIVERSION PUMPS ARE REQUIRED AT CULVERT NO. 267 DURING THE REMOVAL OF 4.

INSTALLATION AREA.

INSTALLING THE PUMP IN THE DRY THROUGH INSTALLATION OF A TEMPORARY COFFERDAM TO ISOLATE THE

TO ENSURE THAT NO SEDIMENT IS RELEASED TO THE WATERCOURSE. THIS MAY BE ACCOMPLISHED BY

PUMPS THAT REQUIRE INSTALLATION WITHIN THE WATERCOURSE SHALL BE INSTALLED IN SUCH A MANNER AS 3.

A PERMIT FROM THE ONTARIO MINISTRY OF NATURAL RESOURCES WILL BE REQUIRED.

FISH SHALL BE CARRIED OUT BY A QUALIFIED BIOLOGIST APPROVED BY THE MINISTRY OF NATURAL RESOURCES.

LICENSED PERSONNEL AND RELEASED DOWNSTREAM WITHOUT HARM. CAPTURE AND RELEASE OF STRANDED

ANY FISH STRANDED IN THE CONSTRUCTION ZONES SHALL BE CAPTURED USING APPROPRIATE TECHNIQUES BY 2.

SUPPORT IS REQUIRED.

ARE PERMITTED. ARMOUR STONE MAY BE PLACED BEHIND GRAVEL BAG BARRIERS WHERE ADDITIONAL

RESULTING IN HARMFUL IMPACTS TO AQUATIC HABITAT. BARRIERS MADE OF BAGS FILLED WITH 'PEA GRAVEL'

SANDBAG BARRIERS ARE NOT TO BE USED WITHIN ANY WATERCOURSES DUE TO THE RISK OF BREAKAGE 1.

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

MARCH 18, 2019


STREETLINE

MAPPING

UTILITY

DESIGN


18-02143_MAP_267.dgn

18-02143_MAP_267.dgn

18-02143_MAP_267.dgn

18-02143_MAP_267.dgn

SURVEY(2018)

18-02143-267pd.dgn, 18-02143-267sh.dgn, 18-02143-267 det.dgn

03-18-19 ISSUED FOR TENDER J.B.

DESIGN DRAWN CHECKED

NUMBER

DRAWINGSCALE SHEET

DATE

B.P.Q. A.K.S. J.B.

HORIZONTAL 1:200




EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D’ANDREA,


S102

MARCH, 2019

GENERAL NOTES

Legislation, Regulation and Codes

and shall be liable for all or any damage.

themselves as to the actual location and depth of any utility

are for reference purposes only. The contractor shall satisfy

5 All existing utilities shown on drawings (plan and profile)

Construction Notes

Contact Information

4 Ultra-rib pipe is not permitted within the municipal right-of-way.

of the contract administrator.

of construction and appropriate action taken to the satisfaction

drawings must be reported to the City prior to commencement

6 Any discrepancies between site conditions and construction

Road Reconstruction

and gutter grades are calculated along the gutter line.

3 Chainage is established from the centreline of construction

on profile, or to be confirmed in the field.

4 Height of curb faces may vary along length of gutter, as shown

portion of top of structures to allow for minimum 150 mm adjustments.

new design elevations including breaking down and removal of

5 Adjust all structures (maintenance holes, catch basins, etc.) to suit

to facilitate future sidewalk construction.

6 All curb shall be constructed with a ledge at the back of the curb

curb, sidewalk and pavement unless otherwise shown.

7 Full depth saw-cuts are required at construction limits of existing

from the City’s right-of-way management unit district office.

-way, the contractor shall apply for a road occupancy permit

1 Prior to commencing any work within the municipal right-of

limits are to be confirmed in the field by the contract administrator.

2 Limits of sidewalk / curb reconstruction are approximate, actual

for the proposed work.

walkways, etc. at construction limits to provide a clean joint

8 Saw cut existing pavement, sidewalk, curb, gutter, driveways,

Limits are to be determined in the field by the contract administrator.

11 Adjustment of approaches, walkways, and steps may be required.

or approved equivalent.

sodded. Filter fabric for silt control to be Terra Fix 270R

and the boulevards are sodded or backyards graded and

not to be removed until such time as the curbs are constructed

trap sediment. Silt traps are to be cleaned regularly and are

13 Filter fabric to be placed under grates on all catchbasins to

are expressed in millimetres (mm) unless otherwise noted.

12 All dimensions are expressed in metres (m) and pipe sizes

TS 4.60.

shall be backfilled with unshrinkable fill according to

3 Service connections and utility cuts made in road pavements

and shall be sodded according to TS 5.00 and TS 5.10.

Grass areas shall be treated with 100 mm of topsoil

and to the satisfaction of the contract administrator.

right-of-way shall be restored to original or better condition

4 All areas disturbed during construction within the City’s

to be compacted to minimum 98% of maximum dry density.

is to extend from the lower pipe to the top of the upper pipe. Granular A

above the existing sewers, or utilities, Granular A bedding material

9 At all locations where the proposed watermain crosses under or

construction limits (minimum 2.0 m).

12 Existing asphalt thickness may vary, taper to match existing at

diameter shall be supported according to drawing T-1007.01-4.

11 All existing watermains and sewer pipes larger than 300 mm

specification is available.

City of Toronto, be used where no City standard or

and specifications may, subject to the approval of the

and specifications. Ontario Provincial Standard drawings

according to the latest City of Toronto standard drawings

1 All work within the City right-of-way shall be constructed

deemed to be the constructor as defined in the act.

. The general contractor shall be Construction Projects

Regulations for and Occupational Health and Safety Act

2 All work shall be completed according to the current

. Book 7: Temporary Conditions Field Edition

Ontario Traffic Manual shall be according to the current

3 All temporary traffic control and signage during construction

manual. and Watermains

for Sewers Design Criteria fromMaterial Specifications 6,

material/manufacturer specifications as required by Chapter

appurtenances, shall be according to City of Toronto

1 All material for sewer, forcemain, watermain, hydrants and

no extra cost to the City.

and protecting these systems shall be completed at

which are not shown on the plans. Locating, working around

sprinklers and lighting systems within the right-of-way,

8 Attention is directed to the possibility of existing private

T-310.050-8.

1 Reconstruction of driveway entrances shall be according to

Vehicular sidewalk ramp shall be according to T-310.050-1.

10 Existing entrance ramps to be re-instated.

1 Main line PVC pipe shall be DR 35.

300 mm diameter.

clearance between new watermain and gas mains larger than

watermain and existing gas mains. Minimum 600 mm vertical

a minimum of 300 mm vertical clearance between new

10 Contractor to provide adequate support during construction and

of Toronto Design Criteria for Sewers and Watermains Manual.

2 Utility separation shall be according to Appendix ’D’ of the City

reported to the City.

between the drawings and the layout shall be immediately

by the contractor prior to construction. Any discrepancies

7 All survey stake layout points shall be verified in the field

T-310.030-10 and T-310.030-11.

indicators according to T-310.030-7, T-310.030-8, T-310.030-9,

9 Construct pedestrian sidewalk ramps with tactile walking surface

416-393-3302 at least 48 hours prior to commencing construction.

co-ordinate all disruptionsin service, contractor to contact the TTC

2 All TTC traffic is to be maintained during construction. In order to

Water at 416-397-0187 at least 48 hours prior to construction.

close to an existing transmission watermain, contractor to notify Toronto

4 During the construction of watermain / services or sewer / laterals

inspector may be present.

to excavation near transmission watermain so that a Toronto Water

or send an e-mail message to [email protected] two weeks prior

3 Notify Toronto Water, Water Treatment and Supply at 416-397-0187

to minimum 98 % of maximum dry density.

bedding material according to TS 1010 and compacted

according to OPSD 802.031 and using Granular ’A ’

3 Bedding for rigid pipe shall be Class B bedding material

and compacted to minimum 98% of maximum dry density.

OPSD 802.010 and using Granular ’A’ according to TS 1010

2 Embedment material for flexible pipe shall be according to

CULVERT SITE NO. 267, 274, 661, 668

TOLEDO RD OVER ELMCREST CREEK, REDWATER DR OVER HUMBER RIVER TRIBUTARY

ROAD RECONSTRUCTION GENERAL NOTES AND DETAILS

807.010 and 807.030.

Height of fill to be verified using OPSD tables

5 Reinforced concrete pipe shall be minimum 65-D.

Frame and cover shall be according to OPSD 400.070.

T-705.010-1 complete with goss trap, where specified.

6 Single catchbasins shall be according to T-705.010 or

complete with goss trap, where specified.

7 Double catchbasins shall be according to T-705.020

catchbasins.

catchbasins and 300 mm PVC DR 35 for double

8 Catchbasin leads to be 250 mm PVC DR 35 for single

maintenance holes shall be according to T-708.020.

9 Connection detail for sewer pipe at catchbasins and

Storm Sewers

NOTES: EXISTING ASPHALT THICKNESS MAY VARY.

1250 mm

SURFACE COURSE ASPHALT AS DIRECTEDEXTEND SURFACE COURSE ASPHALT

EXISTING PAVEMENT

NOT TO SCALE

STEP JOINT DETAIL

BASE COURSE ASPHALT AS DIRECTED

ROAD BASE AS DIRECTED

EXISTING ROAD BASE





267-S491-5

WITH GEOTEXTILE

GRATE TO BE DOUBLE WRAPED

GRATE AS PER OPSD 400.070

CATCH BASIN FRAME &

NOTES

CONTRACT ADMINISTRATOR.SEDIMENTS INTERFERES WITH DRAINAGE, OR AS DIRECTED BY THEGEOTEXTILE TO BE REPLACED PERIODICALLY WHEN ACCUMULATED3.

NON-WOVEN 270 R GEOTEXTILE FABRIC, OR EQUIVALENT SHALL BE USED.2.

TO BE USED UNDER APPROPRIATE DRAINAGE CIRCUMSTANCES.1.

CATCHBASIN SEDIMENT CONTROL TRAPN.T.S.

ALBION ROAD OVER ALBION CREEK, ISLINGTON AVE OVER HUMBER RIVER TRIBUTARY,

CC

SM

H

SM

H

C.L.

C.L.

HE

LS

IN

V.

= 143.6

87

OB

V

OB

V

WL

Nail

HE

WL

Dirt

675 UNK

SL2306589

MH4404098953

IO4404598966

IO4405698963

IO4402998952

MH4406098949

CB4402998942

SL2306875

SL2306868

600

CO

NC

450

CO

NC

T

T

145

148

148

150

CONSULTANTS

S:\2017\1

7M-0

2182-0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH

EL. 142.400 (SOUTH)EL. 143.278 (NORTH)INVERT

CHANNELLOW-FLOW

EL. 142.732 (SOUTH)EL. 143.385 (NORTH)

W.L. (FEB, 2018)

FOOTING (TYP)CONCRETE CAST-IN-PLACE

BEDROCK (EL. VARIES)APPROXIMATE TOP OF SHALE

CONCRETE (TYP)100mm MASS

ROCK PROTECTION

CULVERTPLATE ARCH CORRUGATED STEEL REMOVE EXISTING

NATIVE MATERIAL

RIGID FRAME CULVERTPRECAST CONCRETE

FOOTINGS)AND OVER CULVERT POLYSTYRENE (BETWEEN 50mm THICK EXTRUDED



WEST

1:50

EAST

PLAN1:125

NORTH

SOUTH

1:125

CROSS SECTION B

-

-

B

-

A

LONGITUDINAL SECTION A

-

3500

3000 3000 400 400

430

(TY

P)

430

(TYP)

430

1

1

CLEXISTING/NEW

CULVERT

(TYP)

1000

(TY

P)

300

C ALBION RD.L

C ALBION RD.L

PERPENDICULAR TO

C ALBION RD.L LANE LANE LANE LANE

143

144

145

146

147

148

149

142

ELEV (m)

MEDIAN

20000

24000

2°27'15"

LANE

3250

LANE

3250

LANE

3250

MEDIAN

3000

LANE

3250

FLOWALBIO

N CREEK

TO BE REMOVEDSTEEL PLATE ARCH CULVERT EXISTING CORRUGATED

AV

E.

TO KIP

LIN

G

SIDEWALK

2100

SIDEWALK

2100

SIDEWALK

2100

SIDEWALK

2100

EL. 142.400INV.

FLOW

AV

E.

TO IS

LIN

GT

ON

150

T/P EL. 149.346WP#1

EL. 143.278INV.

BH 18-AB-2

PLATE ARCH CULVERT CORRUGATED STEEL REMOVE EXISTING

(TYP)CURB AND GUTTER REMOVE AND REPLACE

CONDUITS (ROGERS)TELECOMMUNICATIONS EXISTING

CONDUITS (BELL)TELECOMMUNICATIONS EXISTING

(TYP INLET AND OUTLET)

= 200mm50D

300mm THICK

PLACE ROCK PROTECTION

PROTECTION SYSTEMTEMPORARY ROADWAY

(ENBRIDGE)200mm GAS MAIN PROTECT EXISTING

AS REQUIREDSOUTHWEST EMBANKMENT PROTECTION SYSTEM AT

RIGID FRAME CULVERTPRECAST CONCRETE INSTALL NEW

(TYP)STEEL BEAM GUIDE RAIL REMOVE AND REPLACE

(TORONTO HYDRO)BURIED CONDUIT STREET LIGHT PROTECT EXISTING

CONCRETE FOOTINGSCULVERT WITH CAST-IN-PLACE CONCRETE RIGID FRAME INSTALL NEW PRECAST

(IN CULVERT BARREL) = 400mm50D

600mm THICKPLACE ROCK PROTECTION

(FULL LEGNTH OF BARREL)= 400mm50 D

PROTECTION INSIDE THE CULVERTPLACE 600mm THICK ROCK

100mm MASS CONCRETE

CONCRETE FOOTINGSCAST-IN-PLACE

DETAILSSEE ROAD WORKS DRAWING FOR NEW ROAD BASE AND ASPHALT

BEDSTREAM EXISTING

300mm WATERMAINPROTECT EXISTING

(TYP)CONCRETE SIDEWALK REMOVE AND REPLACE

CLEXISTING/NEW

CULVERT

24000 20000

SEE NOTE 2.SEWER MANHOLE. EXISTING SANITARY

RAIL (TYP)STEEL BEAM GUIDE CONSTRUCT NEW

AND GUTTER (TYP)CONCRETE CURB CONSTRUCT NEW

SAN.675mm CONCRETE PROTECT EXISTING

SIDEWALK (TYP)CONSTRUCT NEW CONCRETE

TOP OF UTILITY EL. 147.840EXISTING 200mm GAS MAIN

OUTLET)(TYP INLET AND

= 200mm 50DROCK PROTECTION PLACE 300mm THICK

BEDROCK (EL. VARIES)APPROXIMATE TOP OF SHALE

SKEW

(TYP ALL 4 QUADRANTS)SEE SHEET S206 FOR DETAILS NEW ARMOUR STONE WALLS. BASKET WALLS AND INSTALL REMOVE EXISTING GABION

ACCORDANCE WITH OPSS 407INTO NEW CULVERT IN FOR LENGTH OF 3m AND TIE EXISTING STORMWATER PIPE STM. REMOVE AND REPLACE EXISTING 600mm CONCRETE


ELECTRICAL DRAWINGSEXCAVATION. SEE POLE WITHIN LIMITS OF REINSTATE STREET LIGHT REMOVE SALVAGE AND


(TYP)WATER EDGE OF

2:1

2:1

(TYP. INLET AND OUTLET)CONTRACT DOCUMENTS ACCORDANCE WITH CONCRETE IN WATERPROOF EXPOSED

2.5:1

OF CULVERT)PROTECTION (FULL LENGTH POLYSTYRENE UNDER ROCK 50mm THICK EXTRUDED

N

CONSTRUCTION

NORTH

G. LI

CULVERT SITE NO. 267

GENERAL ARRANGEMENT

ALBION ROAD OVER ALBION CREEK

CULVERT REPLACEMENT

WORKING POINT DATA

WP

1

NORTHING EASTING

4844050.863 298964.876

AS NOTED

NOTES:

S201

19ECS-TI-12BE

267-S491-6

M. KHAN

APRIL, 2019Bridges, Structures & Expressways




DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,



APPLICABLE STANDARD DRAWINGS:

THE DIFFERENCE IN ELEVATION BE GREATER THAN 500mm.

BACKFILL APPROXIMATELY THE SAME. AT NO TIME SHALL

BOTH SIDES OF CULVERT KEEPING THE HEIGHT OF

BACKFILL SHALL BE PLACED SIMULTANEOUSLY BEHIND 3.

UTILITY CONFLICTS WITH THE WORK.

TO THE CONTRACT ADMINISTRATOR TO DETERMINE IF THIS

THE CONTRACTOR SHALL REPORT THESE MEASUREMENTS

AND MEASURE THE INVERT ELEVATIONS OF THIS UTILITY.

MANHOLES LOCATED ON THE SOUTH SIDE OF ALBION ROAD

CONTRACTOR SHALL ACCESS THE SANITARY SEWER

IMMEDIATELY FOLLOWING CONTRACT AWARD, THE 2.

S101 - GENERAL NOTES.

THIS DRAWING TO BE READ IN CONJUNCTION WITH SHEET 1.

ON STRUCTURE

JOINTS, CONCRETE EXPANSION AND CONSTRUCTION OPSD 3950.100

REQUIREMENT

WALLS, RETAINING, BACKFILL MINIMUM GRANULAR OPSD 3121.150

DESIGN y2018det.dgn y2018pd.dgn

J. SMITH

CONSULTANTS

S:\2017\1

7M-0

2182-0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH



NORTH

SOUTH

NORTH

SOUTH

NORTH

SOUTH

NORTH

SOUTH

NORTH

SOUTH

PEDESTRIAN HOARDING / COVERED WALKWAY

-

1DETAIL1 : 40

1:125

STAGE 1

1:125

STAGE 2

1:125

FINAL

1:125

EXISTING

1:125

PRE - STAGE 1

C ALBION RD.L

FLOW

PERPENDICULAR TO

C ALBION RD.L LANE LANE LANE LANE SIDEWALK

SIDEWALK

C ALBION RD.L

FLOW

C ALBION RD.L

MEDIAN

TO REMAIN OPENSOUTH SIDEWALK

570

PROTECTIONROADWAY

570

FLOW

PROTECTIONROADWAY

PERPENDICULAR TO

C ALBION RD.L

SIDEWALK

2100

LANE

3250

LANE

3250

MEDIAN

3000

LANE

3250

LANE

3250

SIDEWALK

2100

C ALBION RD.L

FLOW

DURING STAGE 1EXISTING CULVERT MAINTAIN FLOWS IN

EXISTING CULVERTCONSTRUCTED, REMOVE ONCE NEW CULVERT IS CULVERT DURING STAGE 2. MAINTAIN FLOWS IN EXISTING

WORK ZONE

WORK ZONE

CULVERT AS REQUIREDREMOVE TOP OF EXISTING EXISTING CUVERT. OF NEW CULVERT OVER CONSTRUCT SOUTH HALF

CULVERTPLATE ARCH EXISTING STEEL

TO REMAIN OPENNORTH SIDEWALK

EXISTING CUVERTCULVERT OVER HALF OF NEW CONSTRUCT NORTH

PERPENDICULAR TO

C ALBION RD.L

PERPENDICULAR TO

C ALBION RD.L

CONCRETE FOOTINGSNEW CAST-IN-PLACE

CONCRETE SIDEWALKCONSTRUCT NEW

STEEL BEAM GUIDERAILCONSTRUCT NEW

STEEL BEAM GUIDERAILCONSTRUCT NEW

CONCRETE SIDEWALKCONSTRUCT NEW

CONCRETE FOOTINGSNEW CAST-IN-PLACE

AND GUTTERCONSTRUCT NEW CURB

AND GUTTERCONSTRUCT NEW CURB

C ALBION RD.L

FLOW

PERPENDICULAR TO

C ALBION RD.L LANE LANE LANE LANE

SIDEWALK

SIDEWALK

MEDIAN

CULVERTPLATE ARCH EXISTING STEEL

TEMP.

2000

570

WIDEN SIDEWALKPLACE ASPHALT TO LANE

EXISTING SIDEWALKTYPE 'M' TCB PINNED TO

SEE DETAIL 1AND HOARDING 1800 TEMP. WALKWAY

SIDEWALK

570

LANE

3100

LANE

3100

SEE DETAIL 1AND HOARDING 1800 TEMP. WALKWAY

(TYP)TYPE 'M' TCB

LANE

3100

LANE

3100

COURSE ASPHALTBASE AND BASE PLACE NEW ROAD

COURSE ASPHALTBASE AND BASE PLACE NEW ROAD

COURSE ASPHALTNEW SURFACE

TEMPORARY LANECONSTRUCT GUTTER AND SBGR AND REMOVE CURB AND

PATHWAYEXISTINGTOP OF

1500 (MIN.)

MIN.

VE

RTIC

AL C

LE

AR

AN

CE

2500

SUPPORT BEAMSALUMINUM OR OTHER

CLIMBING (BOTH SIDES)HOARDING TO PREVENTFENCE ON BOTH SIDES OFCOVERED BY CHAIN LINKTEMPORARY SUPPORTS

BOARDSOF 38mm THICK

TWO LAYERS

AS NOTED

CULVERT SITE NO. 267ALBION ROAD OVER ALBION CREEK

STAGE 2:

STAGE 1:

CULVERT REPLACEMENT

CONSTRUCTION STAGING

S202

19ECS-TI-12BE

267-S491-7

SUGGESTED CONSTRUCTION SEQUENCE:

FINAL:

TEMPORARY 1INSTALLATION - GUIDE RAIL SYSTEM, CONCRETE BARRIER TYPE M CONNECTION OPSD 911.160


PRE-STAGE:

1500mm

PLACE ASPHALT TO WIDEN EXISTING SOUTH SIDEWALK TO PROVIDE WIDTH OF 4.

WITH OTM BOOK 7.

CONSTRUCT TEMPORARY LANE AND TCB. CONTROL TRAFFIC IN ACCORDANCE 3.

REMOVE SOUTH CURB AND GUTTER AND STEEL BEAM GUIDE RAIL2.

LOCATE UTILITIES.1.





DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,



APRIL, 2019

PLACE FINAL LANE MARKINGS.4.

PLACE NEW SURFACE COURSE ASPHALT.3.

REMOVE TRAFFIC CONTROL.2.

REMOVE ROADWAY PROTECTION.1.

PLACE NEW BASE COURSE ASPHALT.16.

REMOVE SEDIMENT AND EROSION CONTROL MEASURES.15.

BEAM GUIDE RAIL.

CONSTRUCT ROAD BASE, CURB AND GUTTER, CONCRETE SIDEWALK, AND STEEL 14.

ISOLATE WORK FROM CHANNEL FLOW.

AND LOW-FLOW CHANNEL WITHIN CULVERT USING COFFERDAMS AS REQUIRED TO

CONSTRUCT ROCK PROTECTION UPSTREAM AND DOWNSTREAM OF NEW CULVERT 13.

PLACE BACKFILL IN STAGES TO PERMIT REMOVAL OF UTILITY SUPPORTS.12.

NEW ARMOUR STONE WALLS.

REMOVE EXISTING GABION BASKET WALLS AT CULVERT OUTLET AND CONSTRUCT 11.

CULVERT.

REMOVE EXISTING STEEL PLATE ARCH CULVERT, AND INTRODUCE FLOWS TO NEW 10.

INTO NEW CULVERT.

WITHIN STAGE 2 LIMITS) OVER LENGTH OF 3.0m FROM EXISTING CULVERT AND TIE

REPLACE EXISTING STORMWATER PIPES THAT OUTLET INTO EXISTING CULVERT (2

ERECT NEW PRECAST CULVERT UNITS OVER EXISTING CULVERT. REMOVE AND 9.

CONSTRUCT CAST-IN-PLACE CONCRETE FOOTINGS FOR NEW CULVERT.8.

EXCAVATE AND SUPPORT/PROTECT UTILITIES.7.

INSTALL COFFERDAMS.6.

SIDEWALK, AND STEEL BEAM GUIDE RAIL WITHIN STAGE 2 WORK LIMITS.

REMOVE EXISTING ASPHALT PAVEMENT, CURB AND GUTTER, ASPHALT/CONCRETE 5.

CONSTRUCT ROADWAY PROTECTION ALONG CENTRELINE OF ALBION ROAD.4.

INSTALL EROSION AND SEDIMENT CONTROL MEASURES.3.

STRUCTURE.

HOARDING, AND TRAFFIC CONTROL. DIVERT TRAFFIC TO NORTH HALF OF

ERECT TEMPORARY CONCRETE BARRIERS, TEMPORARY PEDESTRIAN WALKWAY AND 2.

LOCATE UTILITIES.1.

PLACE NEW BASE COURSE ASPHALT.13.

BEAM GUIDE RAIL.

CONSTRUCT ROAD BASE, CURB AND GUTTER, CONCRETE SIDEWALK, AND STEEL 12.

PLACE BACKFILL IN STAGES TO PERMIT REMOVAL OF UTILITY SUPPORTS.11.

ARMOUR STONE WALLS.

REMOVE EXISTING GABION BASKET WALLS AT CULVERT INLET AND CONSTRUCT NEW 10.

INTO NEW CULVERT.

WITHIN STAGE 1 LIMITS) OVER LENGTH OF 3.0m FROM EXISTING CULVERT AND TIE

REPLACE EXISTING STORMWATER PIPE THAT OUTLETS INTO EXISTING CULVERT (1

ERECT NEW PRECAST CULVERT UNITS OVER EXISTING CULVERT. REMOVE AND 9.

CONSTRUCT CAST-IN-PLACE CONCRETE FOOTINGS FOR NEW CULVERT.8.

EXCAVATE AND SUPPORT/PROTECT UTILITIES.7.

INSTALL COFFERDAMS.6.

SIDEWALK, AND STEEL BEAM GUIDE RAIL WITHIN STAGE 1 WORK LIMITS.

REMOVE EXISTING ASPHALT PAVEMENT, CURB AND GUTTER, ASPHALT/CONCRETE 5.

CONSTRUCT ROADWAY PROTECTION ALONG CENTRELINE OF ALBION ROAD.4.

INSTALL EROSION AND SEDIMENT CONTROL MEASURES.3.

AND REDUCE TO ONE LANE IN EACH DIRECTION.

HOARDING, AND TRAFFIC CONTROL. DIVERT TRAFFIC TO SOUTH HALF OF STRUCTURE

ERECT TEMPORARY CONCRETE BARRIERS, TEMPORARY PEDESTRIAN WALKWAY AND 2.

LOCATE UTILITIES.1.

G. LIJ. STONER J. SMITH

DESIGN y2018det1.dgn

CC

SM

H

C.L.

LS

IN

V.

= 143.6

87

OB

V

OB

V

WL

Nail

WL

Dirt

C.L.

CC

SM

H

SM

H

C.L.

C.L.

RS

HE

HE

LS

LS

HE

IN

V.

= 143.6

87

OB

V

OB

V

WL

Nail

HE

Dirt

WL

Dirt

C.L.

CC

C.L.

SM

H

SM

H

C.L.

C.L.

RS

HE

HE

LS

LS

HE

IN

V.

= 143.6

87

OB

V

OB

V

WL

Nail

HE

Dirt

HE

Dirt

WL

Dirt

PARKING

P

CONSULTANTS

S:\2017\1

7M-0

2182- 0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\ M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH



PLAN - TEMPORARY FLOW PASSAGE SYSTEM1:125

PLAN - REMOVALS1:150

PLAN - REGIONAL FLOOD PLAINNTS

C ALBION RD.L

2°27'15"

FLOWALBIO

N CREEK

AV

E.

TO IS

LIN

GT

ON

AV

E.

TO KIP

LIN

G

TO NEW CULVERT.CULVERT AND INTRODUCE FLOWS CONSTRUCTED, REMOVE EXISTING WORK. ONCE NEW CULVERT IS EXISTING CULVERT DURING THE MAINTAIN FLOWS THROUGH

CLEXISTING

CULVERT

S604 FOR DETAILS (TYP)WORK AREA SEE SHEET COFFERDAM TO ISOLATE TEMPORARY NON-EARTH

SKEW

STEEL ARCH CULVERTEXISTING CORRUGATED

FLOWALBIO

N CREEK

GUIDE RAIL (TYP)REMOVE STEELBEAM

LIMITS SHOWN (TYP)CURB AND GUTTER TO REMOVE CONCRETE

SHOWN (TYP)SIDEWALK TO LIMITS REMOVE CONCRETE

LIMITS OF REMOVAL

18200

18200

SHOWN(TYP)RAIL TO LIMITS AND STEEL BEAM GUIDE REMOVE PAVED SIDEWALK

CLALBION RD.

AV

E.

TO IS

LIN

GT

ON

AV

E.

TO KIP

LIN

G

CULVERTOUTLINE OF NEW

ARCH CULVERTCORRUGATED STEEL REMOVE EXISTING

2°27'15"

WP#1

INTO NEW CULVERT FOR LENGTH OF 3m AND TIE EXISTING STORMWATER PIPE STM. REMOVE AND REPLACE EXISTING 300mm CONCRETE

AND TIE INTO NEW CULVERT PIPE FOR LENGTH OF 3m EXISTING STORMWATER STM. REMOVE AND REPLACE EXISTING 600mm CONCRETE

INTO NEW CULVERT LENGTH OF 3m AND TIE STORMWATER PIPE FOR AND REPLACE EXISTING CONCRETE STM. REMOVE EXISTING 450mm

(TORONTO HYDRO)BURIED CONDUIT STREET LIGHT

CLEXISTING/NEW

CULVERT

(TYP ALL 4 QUADRANTS) CULVERT INLET/OUTLET WITHIN 10m OF EXISTING BASKET RETAINING WALL REMOVE EXISTING GABION

AS NOTED


X. ZHAO J. SMITH


CULVERT REPLACEMENT

S203

19ECS-TI-12BE

N

CONSTRUCTION

NORTH

TEMPORARY FLOW PASSAGE SYSTEM AND REMOVALS

267-S491-8

M. KHANDESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,







APRIL, 2019

REGIONAL FLOOD PLAINN

DESIGN 18-02143-267pd2.dgn, 18-02143-267pd3.dgn

18-02143_MAP_267.dgnMAP

CONSULTANTS

S:\2017\1

7M-0

2182-0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH

2400020000

2400020000 2400020000 2400020000 2400020000

2400020000

24000200002400020000



1:15

PLAN - DIMENSIONS

1:15

PLAN - REINFORCING

-

B

-

A

-

C

SECTION1:15

A

-

DIMENSIONS

REINFORCING

SECTION1:20

B

-

DIMENSIONS

SECTION1:20

C

-

50

150

150

50

1-15M

4-1

5M T

OP

4-1

5M B

OT.

CLCULVERT

29000

15M @ 200 TOP

1-15M EF

WP #1

20M @ 200 BOT

4-1

5M E

Q. S

P.

CLLEG

CLLEG

200

200

3200

3200

44000

C ALBION RDL

STAGES

CJ BETWEEN

CONNECTOR (TYP)

MECHANICAL

LAP (TYP)

750 MIN

(TYP)

OPTIONAL CJ

(TYP)

OPTIONAL CJ

STAGES

CJ BETWEEN

400

950

100

CONCRETEMASS

4-15M EQ. SP.

20M @200

15M @200

1-15M EF

1-15M

4-15M EQ. SP.

EQ. SP.4-15M

LAP (TYP)

750 MIN

EL. 142.550T/FTG

EL. 143.428T/FTG

EL. 142.150B/FTG

EL. 142.478B/FTG

(TYP)

100

STAGES

CJ BETWEEN

CONNECTOR (TYP)

MECHANICAL

OPTIONAL CJ (TYP)

100 100

VA

RIE

S150

FRAME LEG

PRECAST

CONCRETE

MASS

4-15M EQ. SP.

4-15M EQ. SP.

15M @200

20M @200

100

400 400

(TYP)

150

(TYP)

50

CLLEG

(TYP)

CULVERT SUPPLIER

GROUT AS PER

35 MPa NON-SHRINK

CLLEG

1-15M EF

4-15M EQ. SP.

20M @200

CLLEG

AS NOTED


CULVERT REPLACEMENT

FOOTING DETAILS

NOTES:

N

CONSTRUCTION

NORTH

S204

19ECS-TI-12BE

267-S491-9

300mm OF JOINT BETWEEN PRECAST CULVERT UNITS.

CONSTRUCTION JOINTS IN FOOTINGS SHALL NOT BE PLACED WITHIN 4.

1500 kPaULS

1000 kPaSLS

BEARING CAPACITY:

MASS CONCRETE SHALL BE PLACED ON SHALE BEDROCK.3.

ADMINISTRATOR.

INSPECTION OF THE FOUNDING SOIL/ROCK BY THE CONTRACT

MASS CONCRETE SHALL BE PLACED IMMEDIATELY AFTER 2.

ELEVATION.

CONTRACT ADMINISTRATOR HAS APPROVED THE FOUNDING

REINFORCING STEEL OR CONCRETE IS TO BE PLACED UNTIL THE

SHALL BE INSPECTED BY THE CONTRACT ADMINISTRATOR. NO

AFTER COMPLETION OF EXCAVATION THE FOUNDING SOIL/ROCK 1.

DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,







APRIL, 2019

J. SMITHX. ZHAO

DESIGN y2018det2.dgn

M. KHAN

150

BEDROCKEXISTING SHALE

200 200

CONSULTANTS

S:\2017\1

7M-0

2182-0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH



WEST

EAST

WEST

EAST

WEST

EAST

EAST

WEST

(TYP)

DIMENSIONS

REINFORCING

PRECAST RIGID FRAME1:30

A

-

DIMENSIONS

REINFORCING

1:30

PRECAST UNIT PLAN

1:125

PRECAST UNIT LAYOUT

-

A

1DETAIL-

ADDITIONAL REINFORCEMENT

1:20

FOR STORM SEWER OPENING OVER 300mm

1 : 20

1DETAIL-

C CULVERTL

3500

430

CLEAR SPAN

6000

3930

15M @250

25M @150

(TYP)

15M @300

(TYP)

15M @225

400 400

15M @300 TOP

15M @250 BOT.

(TYP)

1200 LAP

1800 (TYP)

25M @175 (TYP)

2-15M (TYP)

(TYP)

430

(TY

P)

430

(TY

P)

15

M @

300 E

F

3190.100 (TYP)

C/C PER OPSD

DRAIN @ 3000

75mm DIA. WALL

(TY

P)

15

M @

225

2000

TO

P

15

M @

250

BO

TT

OM

25

M @

150

CLLEG

2570 430 200 200 2570 430 200 200

3200 3200

CLLEG

CLCULVERT

2-15M (TYP)

15M @300 TOP

15M @250 BOTTOM

(TYP)

15M @300 EF

(TY

P)

25

M @

175

(TY

P)

15

M @

300

C CULVERTL

C ALBION RD.L

2º27'15"

WP #1

450mm STMOPENING FOR



(SEE NOTE 8)

22 UNITS @ 2000 = 44000

(TY

P)

450

MIN. C

OVER

50m

m SR

AB LL

A P

YT

BARS EF4-20M DIAGONAL

EF (TYP)2-25M BARS

EF (TYP)1-25M BAR

PIPE ID+450mm

WITH PROTECTION BOARDWATERPROOFING MEMBRANE 450mm WIDE ADHESIVE

SIDE

BACKFILL

UNITS

PRECAST CONCRETE

SEALING COMPOUNDCOLD APPLIED JOINT

AS NOTED


CULVERT REPLACEMENT

NOTES:

PRECAST UNIT DETAILS

S205

19ECS-TI-12BE

N

CONSTRUCTION

NORTH


DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,







APRIL, 2019

OPENINGS IN ACCORDANCE WITH OPSD 804.050.

INSTALL HOT DIP GALVANIZED GRATE ON 450mm AND 650mm STORM SEWER 9.

BETWEEN UNITS.

ACHIEVE SPECIFIED CULVERT LENGTH ACCOUNTING FOR GAP DIMENSION

CONTRACTOR TO ADJUST PRECAST UNIT LENGTH AND NUMBER OF UNITS TO 8.

CENTERED AT MID -LENGTH OF CULVERT UNIT OR AT JOINT BETWEEN UNITS.

OPENINGS IN PRECAST CULVERT UNITS FOR STORM SEWER PIPES SHALL BE 7.

TOP OF THE PRECAST UNITS AND FULL WIDTH OF TOP SLAB.

JOINT TREATMENT TO BE APPLIED FOR FULL HEIGHT OF JOINT IN WALLS TO 6.

SHIPPING.

PLANT AND CONFIRM THAT THE SECTIONS FIT PROPERLY PRIOR TO

CONTRACTOR SHALL PREASSEMBLE THE PRECAST CONCRETE UNITS IN 5.

HAS BEEN PLACED ON TOP SLAB.

OF THE LEGS HAVE BEEN BACKFILLED AND MINIMUM OF 600mm OF BACKFILL

DECK UNTIL GROUT HAS REACHED A STRENGTH OF 35 MPa AND FULL HEIGHT

VEHICULAR LOADS SHALL NOT BE ALLOWED ON THE PRECAST CULVERT 4.

PRECAST UNITS. USE MIN. 35 MPa NON-SHRINK STRUCTURAL GROUT.

COMPLETE ALL GROUTING OPERATIONS PRIOR TO BACKFILLING THE 3.

UNITS AS WORK PROGRESSES.

BE FREE OF STEPS. CHECK THE PLACEMENT AND POSITION OF PRECAST

VERTICAL AND MAINTAIN SMOOTH INTERIOR LINES OF ADJACENT UNITS, TO

UNDER THE LEGS OF THE PRECAST UNITS. PRECAST UNITS ARE INSTALLED

MORTAR OF PLASTIC CONSISTENCY. STEEL SHIMS SHALL NOT BE ALLOWED

THE CONTRACTOR SHALL PLACE PRECAST UNITS ON A FRESH BED OF 2.

OVERSTRESSED.

ENSURE PRECAST ELEMENTS AND LIFTING INSERTS ARE NOT

THE CONTRACTOR SHALL EMPLOY RIGGING AND HANDLING METHODS TO 1.

THAN 300mm

REINFORCING STEEL FOR SLAB DEPTH GREATER

DECK, REINFORCEMENT, SUPPORTS FOR OPSD 3329.101

WALLS RETAINING, AND ABUTMENT WALL DRAINOPSD 3190.100

GRATING FOR CONCRETE ENDWALLOPSD 804.050

267-S491-10

J. SMITHX. ZHAO

DESIGN y2018pd1.dgn y2018det2.dgn 61001163-UGS.dgn

M. KHAN

CONSULTANTS

S:\2017\1

7M-0

2182-0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH

142.100 (S)143.000 (N)

142.100

143.000



WEST

EAST

WEST

EAST

ARMOUR STONE RETAINING WALL PLAN1 : 100

EXCAVATION PAYMENT LIMITS1 : 100

BACKFILL PAYMENT LIMITS1 : 100

1:50

NORTHWEST ELEVATION

1:50

SOUTHWEST ELEVATION

1:50

SOUTHEAST AND NORTHEAST ELEVATION

TYPICAL SECTION

1:30

ARMOUR STONE WALLS

NE

NW

SW

6000

10000

CLCULVERT

SE6000

5000 FLOW

ALBION CREEK

110

1

TO BE REMOVEDEXISTING CULVERT

EXCAVATIONLIMIT OF

110

1

TO BE REMOVEDEXISTING CULVERT

EXCAVATIONLIMIT OF

CLCULVERT

FINAL GRADE SUBGRADE

FINAL GRADE SUBGRADE

CLCULVERT

(TY

P)

1200

(TY

P)

1200

(TYP)

600

(TYP)1

(TYP)

600

(TYP)1

PROTECTIONBOTTOM OF ROCK (TYP)

SOME LOCATIONS ANTICIPATED IN EXCAVATION LOCALIZED ROCK

BACKFILLGRANULAR 'B' TYPE II

2400

3600

6000

200

4 R

OW

S @ 6

00

1200

3600

5000

200

4 R

OW

S @ 6

00

6000

7000

8000

200

5 R

OW

S @ 6

00

GRANULAR 'A' PAD

GRANULAR 'A' PAD

GRANULAR 'A' PAD

300

300

300

10000

200

300

(TYP)

1000

FABRICGEOTEXTILE

(TY

P)

600

(TYP)

75

300

FINAL GRADE

EXCAVATIONLIMIT OF

60°

NATIVE SOILCOMPACTED

OPSD 206.050OUTLET ACCORDING TO 150mm SUBDRAIN INCLUDING

2.5H:1V MAX.MATCH EXISTING SLOPE.

GROUNDPROPOSED

ROCK PROTECTION

BACKFILLTYPE II GRANULAR 'B'

AS NOTED


CULVERT REPLACEMENT

NOTES:

ARMOUR STONE WALL DETAILS

S206

19ECS-TI-12BE

N

CONSTRUCTION

NORTH

267-S491-11

DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,







INLET AND OUTLET.

CHANNEL EMBANKMENTS WITHIN 10m OF NEW CULVERT

LAYOUT OF ARMOUR STONES REQUIRED TO SUPPORT THE

CONTRACTOR SHALL CONFIRM THE EXACT NUMBER AND

ARMOUR STONE LAYOUTS SHOWN ARE SCHEMATIC ONLY. 3.

ADMINISTRATOR.

OR ROCK SHALL BE INSPECTED BY THE CONTRACT

AFTER COMPLETION OF EXCAVATION THE FOUNDING SOIL 2.

STANDARD PROCTOR MODIFIED DRY DENSITY

ON GRANULAR 'A' PAD COMPACTED TO 100% OF ITS

THE ARMOUR STONE RETAINING WALLS SHALL BE PLACED 1.


SUBDRAIN PIPE CONNECTION AND OUTLET - RURALOPSD 206.050

DESIGN y2018det.dgn y2018pd.dgn

J. SMITHX. ZHAOM. KHAN

C.L.

CC

C.L.

SM

H

SM

H

C.L.

C.L.

RS

HE

HE

LS

LS

HE

OB

V

OB

V

WL

Nail

HE

Dirt

HE

Dirt

WL

Nail

Dirt

PARKING

P

LI

CE

NS

ED

PR

OFESSIONA

L

EN

G

IN

EE

R

R

OVIN

CE OFN

TA

RIO

O

P

J.F.BARICH

MARCH 18, 2019

N

Street Light Conduit

Street Light Conduit

200 mm SC IP Gas Main (Endbridge)

200 mm SC IP Gas Main (Endbridge)

Telecommunication (Bell)

Telecommunication (Bell Aband’d)

Telecommunication (Bell Aband’d)Telecommunication (Bell)

30

300 mm Conc. Stm. Sewer

675 mm Conc. San. Sewer

675 mm Conc. San. Sewer




300 mm D.I. Watermain

300 mm D.I. Watermain

ALBION RD

HA

RL

OW

CR

ES

WA

LT

HA

M

DR

MONTERREY DR

LAMELLA RD

BEAUMONDE HEIG

HTS DR

AMARON AVE

FINCH A

VE W

TAYSHAM CRES

SANAGAN RD

FELAN CRES

RADWINTER

DR

LIGHTWOOD DR

LAKELAND DR

GRO

VE

TREENO

TT

AW

AS

AG

A

WO

O

D

T

JO

HN

GR

UB

B

C

RT

NOR

WIC

H

PL

TO

DD

BROOKDR

CE

LA

NDIN

E

RDV

AL

OIS

CR

T

CA

FO

N

CR

T

BE

NST

RO

WA

VE

TAYSHAM CRES

KINGS-

MOOR

GT

HONBURYRD

KIP

LIN

G

AV

E

ISLIN

GT

ON

AV

E


STREETLINE

MAPPING

UTILITY

DESIGN


NOT TO SCALE

K

E

Y

P

L

A

N

RELATED DRAWINGS:

18-02143_MAP_267.dgn

18-02143_MAP_267.dgn

18-02143_MAP_267.dgn

18-02143_MAP_267.dgn

SURVEY(2018)

18-02143-267pd.dgn, 18-02143-267sh.dgn, 18-02143-267 det.dgn

267-S491-11

03-18-19 ISSUED FOR TENDER J.B.

36.62 m

16.03 m

36.59 m

15.87 m

DESIGN DRAWN CHECKED

NUMBER

DRAWINGSCALE SHEET

DATE

N

ALBION ROAD

ALBIO

N CREEK


B.P.Q. A.K.S. J.B.

HORIZONTAL 1:200




EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D’ANDREA,

LIN

E

NO

RT

H S

TR

EE

T

LIN

E

SO

UT

H S

TR

EE

T

LIN

E

NO

RT

H S

TR

EE

T

LIN

E

SO

UT

H S

TR

EE

T

AND DEPTH OF ANY UTILITY AND SHALL BE LIABLE FOR ALL, OR ANY DAMAGES.PURPOSES ONLY. THE CONTRACTOR SHALL SATISFY THEMSELVES AS TO THE ACTUAL LOCATION ALL EXISTING UTILITIES SHOWN ON DRAWINGS (PLAN AND PROFILE) ARE FOR REFERENCE

CLEARANCES BETWEEN UTILITIES THE WALL THICKNESS MAY NOT BE INDICATEDPROFILES TYPICALLY SHOW THE INSIDE DIAMETER OF PIPES. FOR

SUB-SURFACE UNDERGROUND ENGINEERING INVESTIGATION (SUE) OR MODIFIED TO MEET SURVEY UPDATE.UNDERGROUND UTILITIES OBTAINED FROM CITY "PUCC" FILES, CITY PLANS,

TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE CONSTRUCTION.INFORMATION REGARDING DEPTHS AND LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE.

BY EACH RESPECTIVE UTILITY STAKEHOLDER.PROPOSED IN PLACE GAS AND HYDRO LOCATIONS ARE TAKEN FROM AS-BUILT NOTES PROVIDED

PLANIMETRIC MAPPING DATA OBTAINED FROM AERIAL PHOTOGRAPHY DATED "APRIL, 2005"

PAVEMENT TO BE RECONSTRUCTED -------------------------------------------------------------------------------------------------

SIDEWALK TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------

LEGAL LIMIT OBTAINED FROM SURVEYS & MAPPING SSARA "MARCH 7, 2017"

SURVEY DATA UPDATED "APRIL 4, 2017"

LEGEND:

NORTH

CONSTRUCTION

ASPHALT BOULEVARD TO BE RECONSTRUCTED ---------------------------------------------------------------------------------



E.L.L.

W.L.L.

LANE

SQUARE FRAME AND CIRCULAR GRATE (OPSD 400.070)

REMOVE AND REPLACE CATCH BASIN (T-705.010) WITH -----------------------------------------------------------------------

ROADWAY RECONSTRUCTION

CULVERT REPLACEMENT

267-S491-12 S207

GUTTER FLOW ARROWS --------------------------------------------------------------------------------------------------------------------

MARCH, 2019

EXISTING EDGE OF PAVEMENT ELEVATIONS --------------------------------------------------------------------------------------

EXISTING CROWN ELEVATIONS ---------------------------------------------------------------------------------------------------------





(TYP.)RECONSTRUCTIONLIMIT OF SIDEWALK

(TYP.)EXISTING CONCRETE SIDEWALK

REMOVE AND REPLACE

TO MEET EXISTINGLIMIT OF CONSTRUCTION

OF SIDEWALK (TYP.)MATCH EXISTING BACK

TO MEET EXISTINGLIMIT OF CONSTRUCTION

8.0 m

8.0 m

PRIOR TO CONSTRUCTION (TYP.)CONFIRM IF SUBDRAIN EXISTSCONNECT TO EXISTING SUBDRAIN

TYPICAL CROSS SECTIONRECONSTUCTED SEE

EXISTING ROAD TO BE

(TYP.)AS PER DRAWING T-600.05-1

EXISTING CURB AND GUTTERREMOVE AND REPLACE

CENTRELINE OF CULVERT

CENTRELINE ALBION ROAD

18.2

0 m

FOR CULVERT REPLACEMENTSEE STRUCTURAL DRAWINGS

BOULEVARD (TYP.)EXISTING ASPHALT

REMOVE AND REPLACE

(TYP.)AS PER STD. T-216.02-8

CONSTRUCT NEW SUBDRAIN

2.1 m

1.1 m

2.1 m

0.6 m

18.2

0 m

AND COVER AS PER T-704.010-1 (TYP.)MAINTENANCE HOLE. ADJUST FRAME

SUPPORT AND MAINTAIN EXISTING

CATCH BASIN LEAD (TYP.)CONNECT TO EXISTING

250 mm PVC CATCH BASIN LEAD

POST GUIDE RAIL (OPSD 912.188)INSTALL STEEL BEAM, STEEL

BEAM GUIDE RAIL AND POSTS.REMOVE EXISTING STEEL

GUIDERAIL, OPSD 912.314 (TYP.)CONNECT TO EXISTING

RESTORATION (TYP.)LIMIT OF GRADING AND

1.8 m T

RA

NSITIO

N

(TYP.)

NOT TO SCALE

2.1 m 8.0 m 8.0 m 2.1 m

AS PER DRAWING T-600.05-1 (TYP.)CONCRETE CURB AND GUTTERREMOVE AND REPLACE EXISTING

2% - 4% CROSSFALL 2% - 4% CROSSFALL2-4%2-4%

1.1 m

0.6 m

150 mm SUBDRAIN (T-216.02-8)

19 mm CLEAR STONE

CROWN ELEVATIONMATCH EXISTING

ELEVATION (TYP.)EDGE OF PAVEMENTMATCH EXISTING

50 mm SP 9.5 ASPHALT (TYP.)EXISTING ASPHALT BOULEVARDREMOVE AND REPLACE

PER DRAWING T-310.010-2 (TYP.)CONCRETE SIDEWALK ASREMOVE AND REPLACE EXISTING

NORTH SOUTH

FOR CULVERT REPLACEMENTSEE STRUCTURAL DRAWINGS

TOP OF CULVERT

1.0 m1.0 m

2:1 M

AX.

2:1 MAX.GRANULAR ’A’150 mm (MIN.)

AND SOD (TYP.)WITH 100 mm TOPSOILREGRADE SLOPE

KEYWAY (TYP.)50 mm x 75 mm CHAMFERED

GUIDE RAIL AS PER OPSD 912.188 (TYP.)INSTALL STEEL BEAM, STEEL POSTBEAM GUIDE RAIL AND POSTS.REMOVE EXISTING STEEL

IF GREATER THAN 250 mmMATCH EXISTING DEPTH

250 mm (MIN.) CONCRETE

IF GREATER THAN 150 mmMATCH EXISTING DEPTH

150 mm (MIN.) GRANULAR ’A’

GREATER THAN 50 mmMATCH EXISTING DEPTH IF50 mm (MIN.) SP 19.0 ASPHALT40 mm SP 12.5 FC2 ASPHALT

[ ]

CBNEW

.

[ . ]

[148.965]

[149.118]

[149.071]

[149.310]

TYPICAL CROSS SECTION

C.L.

CC

C.L.

SMH

SMH

C.L.C.L.

RS

HE

HE

LS

HCP

LS

HE

INV. = 143.687

OBV

Nail

OBV

WL

Nail

Nail

HE

Dirt

HE

Nail

Dirt

WL

Nail

Dirt

PA

RKIN

G

P

40m 100m 40m

90m90m90m

100m 40m

YELLOW LINE100mm WIDE SOLID

WHITE LINE100mm WIDE SOLID


50m

(TYP)

8m MIN.

TCB

TCB

HOARDINGSIDEWALK AND TEMPORARY

90m 90m 90m100m 50m

PARKING

PARKING

PARKING

PARKING

PARKING

CONSULTANTS

S:\2017\1

7M-0

2182- 0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH

CO

NSTR

UCTIO

N

TC-1

TC-2

B

ROAD

CLOSED

RB-92

TC-4

R

TC-3

L

TC-4

L

TC-4

0

TC-4

0

CO

NSTR

UCTIO

N

TC-1

TC-2

B

TC-9

L

TC-3

R

TC-4

L



1:750

STAGE 1

1:750

STAGE 1

RD

KO

OR

B D

DO

T

ALBION RD.

(LO

NG D

UR

ATIO

N)

WORK ZONE

TC-1

2

TC-1

2

ALBION RD.

TC-1

2

DU

RA

TIO

N)

(LO

NG

AS NOTED

N

CO

NS

TR

UC

TIO

N

NO

RT

H


LEGEND:

TEMPORARY CONCRETE BARRIER

TC-54 BARRELS

CULVERT REPLACEMENT

S208

19ECS-TI-12BE

267-S491-13

MA

TC

H LIN

E A-A

MA

TC

H LIN

E A-A

TRAFFIC CONTROL I

DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,







J. STONER X. ZHAO

DESIGN 18-02143-267tsp1.dgn 18-02143-267tsp2.dgn

J. SMITH

18-02143_MAP_267.dgnMAPPING

C.L.

CC

C.L.

SMH

SMH

C.L.C.L.

RS

HE

HE

LS

HCP

LS

HE

INV. = 143.687

OBV

Nail

OBV

WL

Nail

Nail

HE

Dirt

HE

Nail

Dirt

WL

Nail

Dirt

PA

RKIN

G

P

40m 40m 100m

90m WHITE LINE100mm WIDE SOLID

(TYP)

8m MIN.

100m 100m 50m 90m 90m

YELLOW LINE100mm WIDE SOLID

TCB

HOARDINGSIDEWALK AND TEMPORARY

50m 90m 90m 90m


PARKING

CONSULTANTS

S:\2017\1

7M-0

2182- 0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH

CO

NSTR

UCTIO

N

TC-1

TC-2

B

ROAD

CLOSED

RB-92

TC-4

L

TC-9

L

TC-4

L TC-4

0TC-3

L

TC-4

0

CO

NSTR

UCTIO

N

TC-1

TC-2

B

TC-3

L

TC-4

R



1:750

STAGE 2

1:750

STAGE 2

RD

KO

OR

B D

DO

T

ALBION RD.

(LO

NG D

UR

ATIO

N)

WORK ZONE

TC-1

2 (L

EFT)

SA

NA

GA

N R

DB

EN

ST

RO

W A

VE

TC-1

2 (L

EFT)

ALBION RD.

TC-1

2

DU

RA

TIO

N)

(LO

NG

AS NOTED

N

CO

NS

TR

UC

TIO

N

NO

RT

H


LEGEND:

TEMPORARY CONCRETE BARRIER

TC-54 BARRELS

CULVERT REPLACEMENT

S209

19ECS-TI-12BE

267-S491-14

MA

TC

H LIN

E A-A

MA

TC

H LIN

E A-A

TRAFFIC CONTROL II

APRIL, 2019

DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,







J. STONER X. ZHAO

DESIGN 18-02143-267tsp1.dgn 18-02143-267tsp2.dgn

J. SMITH


2020C.L.

CC

C.L.

SMH

SMH

C.L.C.L.

RS

HE

HE

LS

HCP

LS

HE

INV. = 143.687

OBV

Nail

OBV

WL

Nail

Nail

HE

Dirt

HE

Nail

Dirt

WL

Nail

Dirt

PA

RKIN

G

P

CONSULTANTS

S:\2017\1

7M-0

2182- 0

0\C

ON

TR

AC

T 1\f\projects\S

TR

UC

TU

RE

S_E

XP

RE

SS

WA

YS\C

UL

VE

RTS\2

67_

AL

BIO

N_

RD

_O

VE

R_

AL

BIO

N_

CR

EE

K\M

AS

TE

R\2

67-S

491-5.d

gn



CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100202018J. G. STONER

CEN

VI

O

TA

NF O

NE

SD

EC

R

O

P

IL

R

ISAN

SR

PO

EF

EE

R

IO

N

E

L

N

I

G

100127939J. SMITH

LIMITS OF MARKINGS ] [

SYMBOLS20

SOLID WHITE, 60cm15

SOLID WHITE, 45cm14

SOLID WHITE, 30cm13

333 BROKEN WHITE, 30cm12



SOLID WHITE, 20cm9




SOLID WHITE, 10cm5

SOLID YELLOW, 20cm4

363 BROKEN YELLOW, 10cm3

SOLID DOUBLE YELLOW, 10cm2

SOLID YELLOW, 10cm1



RD

KO

OR

B D

DO

T

ALBION RD.1

1

1

556611

1

7

7

PMKEXISTING MATCH

BE

NS

TR

OW A

VE

ALBION RD.

7

1

1

7

PMKEXISTING MATCH

AS NOTED

N

CO

NS

TR

UC

TIO

N

NO

RT

H


CULVERT REPLACEMENT

S210

19ECS-TI-12BE

FINAL LANE MARKING

NOTES:

USE 1 TO DENOTES PAVEMENT MARKING, DURABLE.2.

(ie, 3m LINE, 3m GAP, 3m LINE)

333, 363, 393, DENOTES PAVEMENT MARKING SPACING 1.

267-S491-15

DESIGN

SCALE

DRAWN

NUMBERDRAWING

CHECKED

SHEET

CONTRACT No.


EXECUTIVE DIRECTOR

CHIEF ENGINEER AND

M.E.SC., P.ENG.

MICHAEL D'ANDREA,







MA

TC

H LIN

E A-A

MA

TC

H LIN

E A-A

J. STONER X. ZHAO J. SMITH


DESIGN 18-02143-267pvm1.dgn

A

L

B

IO

N

R

O

A

D

L

IG

H

T

W

O

O

D

D

R

IV

E

B

A

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

Z

X

W

Y

A1

B1C1

D1

E1

F1

G1

H1

I1

J1

K1 L1

M1

N1

P1

O1

Q1

R1

U1

S1

T1

V1

W1

X1

C2

D2

TG-2

E2

F2

TG-1

T

O

D

D

B

R

O

O

K

D

R

IV

E

Y1

Z1

A2

B2

G2

H2

BEAUMONDE

HEIGHTS

PARK

THISTLETOWN

PARK

LIMIT OF TREE INVENTORY

· ±30 FROM THE HEADWALL

· ±20M EITHER SIDE OF ALBION

CREEK

LIMIT OF TREE INVENTORY

· ±30 FROM THE HEADWALL

· ±20M EITHER SIDE OF

ALBION CREEK

ROCK PROTECTION.

REFER TO GENERAL

ARRANGEMENT PLAN:

18-02143-267_S1

ALB

IO

N C

RE

EK

FLO

W

ARMOURSTONE

RETAINING WALLS.

REFER TO GENERAL

ARRANGEMENT PLAN:

18-02143-267_S1

ARMOURSTONE RETAINING

WALLS. REFER TO GENERAL

ARRANGEMENT PLAN:

18-02143-267_S1

ROCK PROTECTION. REFER TO

GENERAL ARRANGEMENT

PLAN: 18-02143-267_S1

SIDEWALK TO BE

REPLACED

CULVERT TO BE

REPLACED

A

L

B

IO

N

C

R

E

E

K

F

L

O

W

NEW CONCRETE

CURBS AND GUIDERAIL

SIDEWALK TO BE

REPLACED

NEW CONCRETE

CURBS AND GUIDERAIL

LIMIT OF GRADING

X

X

X

X X

X

XX

X

XX

TREE PROTECTION

FENCING TO BE

PLACED ALONG THE

LIMIT OF GRADING

(SHOWN OFFSET FOR

GRAPHIC PURPOSES

ONLY)

HORIZONTAL ROOT

PROTECTION. REFER

TO NOTES ON THIS

SHEET.

TREE PROTECTION FENCING

TO BE PLACED ALONG THE

LIMIT OF GRADING (SHOWN

OFFSET FOR GRAPHIC

PURPOSES ONLY)




OFFSET FOR GRAPHIC

PURPOSES ONLY)




OFFSET FOR GRAPHIC

PURPOSES ONLY)

HORIZONTAL ROOT

PROTECTION. REFER

TO NOTES ON THIS

SHEET.

APPROXIMATE RNFP

LIMIT

1.8m TREE PROTECTION FENCING

BY FAST FENCE INC. OR APPROVED

EQUAL. INSTALL INSTALL PER

MANUFACTURERS

RECOMMENDATIONS AND OFFSET

FROM SILT FENCE. www.fastfence.ca

416-751-7877

LEGEND:

RAVINE AND NATURAL FEATURE

PROTECTION LIMIT (RNFP)

PROPERTY LINE

SURVEYED TREES

X

EXISTING INDIVIDUAL TREE

(NOT SURVEYED) LOCATIONS

ARE APPROXIMATE.

T-?

IDENTIFICATION NUMBER FOR

EXISTING TREE TO BE PRESERVED

EXISTING TREE GROUPING

T-?

T-?


TREE INJURY


EXISTING TREE TO BE REMOVED

EXISTING INDIVIDUAL TREE TO BE

REMOVED

TREES ON PRIVATE PROPERTY AND RNFP

LIMIT: SOLID BOARD TREE PROTECTION

HOARDING (TPZ). REFER TO CITY OF

TORONTO DETAIL TP-1 ON SHEET TP-9.

TREES ON CITY PROPERTY: ORANGE,

PLASTIC WEB TREE HOARDING (TPZ).

REFER TO CITY OF TORONTO DETAIL TP-1

ON SHEET TP-9.

MINIMUM TREE PROTECTION ZONE DISTANCE

EXISTING TREE GROUPING TO BE

REMOVED

TP-1

CITY OF TORONTO

CITY OF TORONTO

KEY MAP

J:\JOBS\LANDSCAPE\2017\17M-02182-00 - City of Toronto Culvert Replacements\Drawings\Culvert 267\TP1-2.dwg

Mar 13, 2019 - 3:32pm

FILENAME:

PLOTDATE:

NOTE:

· FOR A DETAILED DESCRIPTION OF TREE SPECIES,

SIZE, CONDITION AND RECOMMENDATIONS REFER TO

THE TREE INVENTORY AND PRESERVATION CHARTS

ON SHEET TP-9 AND TABLE 1: TREE INVENTORY AND

PRESERVATION CHARTS IN THE ARBORIST REPORT

PREPARED BY WSP CANADA GROUP LIMITED, DATED:

NOVEMBER 14, 2018.

· REFER TO THE ARBORIST REPORT FOR SPECIFIC

RECOMMENDATIONS, PROTECTIVE AND MITIGATION

MEASURES.

Fax (905) 882-0055

100 Commerce Valley Dr. West

Thornhill, Ont. L3T 0A1

Tel (905) 882-1100

www.mmm.ca

RAVINE & NATURAL FEATURE PROTECTION BY-LAW

THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW, CHAPTER 658 OF THE CITY OF TORONTO

MUNICIPAL CODE REGULATES THE INJURY AND DESTRUCTION OF TREES, DUMPING OF REFUSE AND

CHANGES TO GRADE WITHIN PROTECTED AREAS.

UNDER THIS BY-LAW PROTECTED TREES MAY NOT BE REMOVED, INJURED OR DESTROYED, AND

PROTECTED GRADES MAY NOT BE ALTERED, WITHOUT WRITTEN AUTHORIZATION FROM URBAN

FORESTRY RAVINE & NATURAL FEATURE PROTECTION, ON BEHALF OF THE GENERAL MANAGER OF

PARKS, FORESTRY & RECREATION.

CONVICTIONS OF OFFENCES RESPECTING THE REGULATIONS IN THE RAVINE AND NATURAL FEATURE

PROTECTION BY-LAW ARE SUBJECT TO FINES, AND THE LANDOWNER MAY BE ORDERED BY THE

COURT TO RESTORE THE AREA TO THE SATISFACTION OF THE CITY. A PERSON CONVICTED OF AN

OFFENCE UNDER THIS BYLAW IS LIABLE TO A MINIMUM FINE OF $500 AND A MAXIMUM FINE OF

$100,000 FOR EACH TREE DESTROYED, A MAXIMUM FINE OF $100,000 FOR ANY OTHER OFFENCE

COMMITTED UNDER THIS CHAPTER, AND/OR A SPECIAL FINE OF $100,000. A PERSON CONVICTED OF A

CONTINUING OFFENCE, INCLUDING FAILURE TO COMPLY WITH RAVINE PERMIT CONDITIONS IS LIABLE

TO A MAXIMUM FINE OF NOT MORE THAN $10,000 FOR EACH DAY OR A PART OF A DAY THAT THE

OFFENCE CONTINUES

SITE

TREE PRESERVATION

PLAN

TO BE UTILIZED WHERE APPROPRIATE, WHERE ENCROACHMENTS WILL OCCUR

WITHIN THE PROTECTION ZONE (TPZ), IN PARTICULAR AT TREES: A AND E1:

· PRIOR TO GRADING AND CONSTRUCTION, STAKE OUT THE LIMIT OF GRADING

USING SPRAY PAINT OR STAKES;

· PLACE 100mm DEPTH MULCH BETWEEN THE LIMIT OF GRADING AND THE

LIMIT OF THE TREE PROTECTION ZONE;

· APPLICATION TO BE REVIEWED BY THE CONTRACT ADMINISTRATOR PRIOR

TO INSTALLATION;

· AFTER APPLICATION OF MULCH HAS BEEN COMPLETED, INSTALL TREE

PROTECTION HOARDING;

· UPON COMPLETION OF CONSTRUCTION, SPREAD MULCH THROUGHOUT THE

THE DRIPLINE.

HORIZONTAL ROOT PROTECTION

TREE PRESERVATION IS LIMITED TO TREES ON CITY PROPERTY, TREES WITHIN 6m OF

THE LIMIT OF WORK AND TREES 12m OF TRCA REGULATION / RAVINE AND NATURAL

FEATURE PROTECTION LIMITS (RNFP). TREE PROTECTION HOARDING IS TO CONSIST

OF THREE TYPES DEPENDING ON THE APPLICABLE CITY BY-LAW:

· 1.2m HIGH PAIGE WIRE SEDIMENT CONTROL FENCE, INSTALLED AT LOCATIONS

WITHIN THE TRCA / RNFP LIMITS. REFER TO DETAIL T-219-130.1 ON SHEET TP-9.

· CITY STANDARD 1.2m HIGH ORANGE PASTIC WEB SNOW FENCING ON A 38 x 89mm

(2" x 4") WOOD FRAME FOR ALL TREES ON CITY PROPERTY. REFER TO DETAIL TP-1

ON SHEET TP-9.

· CITY STANDARD 2.4m HIGH SOLID BOARD PLYWOOD HOARDING (

3

4

" THICK), FOR ALL

TREES >30cm DBH ON PRIVATE PROPERTY WITHIN 6m OF THE LIMIT OF WORK.

REFER TO DETAIL TP-1 ON SHEET TP-9.

· 1.8m HIGH CHAIN LINK FENCE, BY FENCE FENCE INC. INSTALLED OFFSET FROM

LIMIT OF WORK. REFER TO NOTES ON THIS SHEET.

MINIMUM TREE PROTECTION HOARDING DISTANCES

· 5 TREES WILL BE 'INJURED' DUE TO ENCROACHMENTS AND WORK WITHIN THE

TREE PROTECTION ZONE (TPZ), TREES: A, C, P, E1 AND P1

· 21 TREES WILL REQUIRE REMOVAL. TREES: B, Q, R, TG-1 (10 TREES), F1, H1, G1,

K1, L1, M1, N1 AND O1.

TREE REMOVALS / INJURY APPLICATIONS

TPZ REDUCTIONS (NO INJURY)

WHERE TREE PROTECTION ZONES WILL REQUIRE A REDUCTION DUE TO PROXIMITY

TO A EXISITNG HARD SURFACE SUCH AS DRIVEWAYS, EDGE OF PAVEMENT AND

SIDEWALKS, THERE WILL BE NO 'INJURY' AS IT IS ASSUMED THAT NO TREE ROOTS

HAVE ESTABLISHED UNDER CURBS, ROADS, DRIVEWAYS AND SIDEWALKS AND THAT

NO CONSTRUCTION WILL OCCUR IN THESE AREAS.

· IT IS LIKELY THAT SOME BRANCH PRUNING WILL BE NECESSARY WHERE

EXISTING PRESERVED TREES ARE CLOSE TO SERVICE CONNECTION

INSTALLATIONS. BRANCH PRUNING LOCATIONS ARE TO BE REVIEWED IN THE

FIELD BY THE CONTRACT ADMINISTRATOR. THIS WORK IS TO BE CONDUCTED

BY AN ISA CERTIFIED ARBORIST OR UNDER THE SUPERVISION OF ONE AND IN

ACCORDANCE WITH THE GUIDELINES ON SHEET TP-9.

· TREE ROOTS ARE LIKELY TO BE IMPACTED WHERE THERE WILL BE

ENCROACHMENT INTO THE MINIMUM TREE PROTECTION ZONE. ROOTS ARE TO

BE PRUNED BY A CERTIFIED ARBORIST OR UNDER THE SUPERVISION OF ONE

AND IN ACCORDANCE WITH THE 'ROOT PRUNING' GUIDELINES ON SHEET TP-9.

ROOT AND BRANCH PRUNING

TREE INJURY:

AS PER THE CITY OF TORONTO'S URBAN FORESTRY POLICY A TREE IS CONSIDERED

INJURED IF THE MINIMUM TREE PROTECTION ZONE IS NOT PROTECTED. THUS IF THE

MINIMUM TREE PROTECTION ZONE CANNOT BE ESTABLISHED THE POTENTIAL EXISTS FOR

INJURY TO TREE ROOTS AND BRANCHES. A 1:1 (FOR EVERY ONE TREE CONSIDERED

INJURED ONE TREE SHALL BE PLANTED) PLANTING RATIO IS REQUIRED FOR THE

RESTORATION OF PLANT MATERIAL CONSIDERED INJURED.

TREE INJURY / REMOVAL POLICIES

TREE PRESERVATION NOTES AND GUIDELINES

CULVERT SITE NO.267


CULVERT REPLACEMENT

PETER McNAMARA, BA

ISA Certified Arborist ON-1140A

HORIZONTAL ROOT PROTECTION

1.8m HIGH TREE PROTECTION HOARDING

BY FAST FENCE INC.

267-S491-16

Engineering & Construction Services...ENGINEERING & CONSTRUCTION SERVICES MICHAEL D'ANDREA, P. ENG....

Documents

Transcript of Engineering & Construction Services...ENGINEERING & CONSTRUCTION SERVICES MICHAEL D'ANDREA, P. ENG....