Engineering and Construction Services

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SITE

Engineering and Construction Services

LOCATION PLAN

PLA

N

2

1

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-

(RE

TAININ

G W

ALL N

OT S

HO

WN F

OR C

LA

RIT

Y)

DATE:

DRAWING NUMBER:

LIST OF DRAWINGS

COVER

BRIDGE REHABILITATION -BR#157

ENGINEERING AND CONSTRUCTION SERVICESMICHAEL D'ANDREA, M.E.SC., P. ENG. - CHIEF ENGINEER AND EXECUTIVE DIRECTOR,

N

ISLINGTON AVE. OVER HUMBER RIVERIS

LIN

GT

ON A

VE.

ISLIN

GT

ON A

VE.

HUMBER RIVER

HUMBER RIVER

JANUARY, 2019

CONTRACT No. 19ECS-TI-08BETENDER SUBMISSION

TRANSPORTATION INFRASTRUCTURE - DIRECTOR, DESIGN AND CONSTRUCTION FRANK CLARIZIO, P. ENG.

157-S0494-16

157-S0494-15

157-S0494-14

157-S0494-13

157-S0494-12

157-S0494-11

157-S0494-10

157-S0494-09

157-S0494-08

157-S0494-07

157-S0494-06

157-S0494-05

157-S0494-04

157-S0494-03

157-S0494-02

157-S0494-01

BELL UTILITY PROTECTION DETAILS

STANDARD AND MISCELLANEOUS DRAWINGS - 2

STANDARD AND MISCELLANEOUS DRAWINGS - 1

APPROACH SLAB

PARAPET WALL WITH RAILING

EXPANSION JOINT - 2

EXPANSION JOINT - 1

GENERAL REPAIR

DECK REPAIR

PIER REPAIR

ABUTMENT REFACING

STRUCTURAL STEEL REPAIR

BEARING REPLACEMENT & DETAILS

CONSTRUCTION STAGING

GENERAL ARRANGEMENT - 2


157-ESC0494-02

157-ESC0494-01

ENVIRONMENTAL NOTES

WORK AREA

TRAFFIC STAGING - STAGE 3



PAVEMENT MARKINGS

NEW CONSTRUCTION PLAN

REMOVALS PLAN

ALIGNMENT DATA AND CONTROL

157-TS0494-07

157-TS0494-06

157-TS0494-05

157-TS0494-04

157-TS0494-03

157-TS0494-02

157-TS0494-01

157-E0494-04

157-E0494-03

157-E0494-02

157-E0494-01

TEMPORARY PEDESTRIAN CROSSOVER LAYOUT

TEMPORARY RECONFIGURATION - 3

STREET LIGHT REMOVAL/INSTALLATION AND





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AB

UT. B

RG

S.

C.L.

N.

AB

UT. B

RG

S.

C.L. PIE

R

C.L. ISLINGTON AVE.

35636

35636

RE

HA

BILIT

ATE

D

EXIS

TIN

G

HUMBER RI

VER

FLOW

10060

10060

49°

N

4790

4000

2000

3/7/2019

5:3

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Dra

wing\Year 1\

Site 15

7\2019-03-06 (A

ddendu

m

5)\

157-S0494-01.dgn

Construction Services

Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and

MICHAEL D'ANDREA, P.ENG

CONSULTANTS

Bridge, Structures & Expressways

Transportation Infrastructure

Acting Manager,Design & Construction

JODIE ATKINS, P.ENG

Transportation InfrastructureDirector, Design & Construction

FRANK CLARIZIO, P.ENG.

58

T.L.C.

SFY03-06-19 ADDENDUM 5

DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION

Engineering & Construction Services

ISSUED FOR TENDER01-25-19 SFY

1:75 -

SECTION 2

EAST WEST

SOUTH NORTH

PLAN

2

1:250

1

-

-

(RETAINING WALL NOT SHOWN FOR CLARITY)

1

-

ELEVATION 1:250

NEW CONCRETE

PROTECTION SYSTEM

NEW ASPHALT

LEGEND:

REMOVAL


DESIGN BASED ON ORIGINAL DRAWINGS. SEE CONSTRUCTION NOTES ALSO.

NO INTENTIONAL ORDER OR SEQUENCE OF ITEMS LISTED BELOW.

OTHERS AS SHOWN AND/OR SPECIFIED IN CONTRACT.

WORK IS NOT LIMITED TO ITEMS LISTED BELOW.

S01157-S0494-01

CENTERLINEC.L.

VERTICALVERT

HORIZONTALHORI

NORTH WESTNW

SOUTH WESTSW

SOUTH EASTSE

NORTH EASTNE

LIST OF ABBREVIATIONS:

OTHERWISE NOTED.

ALL EXPOSED CONCRETE EDGES TO BE CHAMFERED 20x20 UNLESS G5.

LEVEL 2 UNLESS OTHERWISE STATED.

ALL PROTECTION SYSTEMS SHALL BE DESIGNED TO PERFORMANCE G4.

G30.5 (LATEST EDITION); GALVANIZED TO ASTM A123.

WELDED WIRE MESH REINFORCEMENT SHALL BE TO CSA STANDARDS

STANDARD DRAWINGS SS12-1 UNLESS INDICATED OTHERWISE.

ALL HOOKS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL

HOOK DIMENSIONS.

BEND DIAMETERS, WHILE STIRRUPS AND TIES SHALL HAVE MINIMUM

BAR HOOKS SHALL HAVE STANDARD HOOK DIMENSIONS USING MINIMUM

STEEL SHALL BE CLASS B.

UNLESS SHOWN OTHERWISE, TENSION LAP SPLICES FOR REINFORCING

SPECIFIED.

HAVE A MINIMUM YIELD STRENGTH OF 500 MPa UNLESS OTHERWISE

STAINLESS REINFORCING STEEL SHALL BE TYPE 316LN,DUPLEX 2205 AND

BAR MARKS WITH PREFIX 'S' DENOTE STAINLESS STEEL BARS.

SPECIFIED.

REINFORCING STEEL SHALL BE GRADE 400W UNLESS OTHERWISE

REINFORCING STEEL:G3.

UNLESS NOTED OTHERWISE.

CLEAR COVER TO REINFORCING STEEL:G2.

ALL CONCRETE ----------- 35 MPa

CLASS OF CONCRETE:G1.

GENERAL NOTES:

LIVE LOAD - CSA S06-14 CL-625-ONT.D2.

CANADIAN HIGHWAY BRIDGE DESIGN CODE, 2014.

DESIGN IN ACCORDANCE WITH CSA S6D1.

DESIGN CODE:

CONCRETE BEHIND THE PLATES AT WEST PIER HEAD.

REMOVE ALL 3 EXISTING ARMOUR STEEL PLATES AND 25mm THICK P

REMOVE 4 EXISTING LIGHT POLE BASES AND LIGHT POLES.N

ALONG TOP EDGE OF ARMOUR PLATE AT WEST HEAD OF THE PIER.

REMOVE DETERIORATED AND CRACKED CONCRETE OF WATER DRIP M

SUBMERGED IN THE WATER USING TEMPORARY COFFERDAM.

REMOVE DETERIORATED AND LOOSE CONCRETE AT PIER SURFACE L

THE STEEL SURFACES.

AND SANDBLAST STEEL SURFACES IMMEDIATELY PRIOR TO RE-COATING

REMOVE EXISTING COATING ON STEEL COMPONENTS OF DECK DRAIN K

STEEL SURFACES.

SANDBLAST STEEL SURFACES IMMEDIATELY PRIOR TO RE-COATING THE

REMOVE EXISTING COATING ON STEEL COMPONENTS OF BEARINGS AND J

SURFACES IMMEDIATELY PRIOR TO RE-COATING THE STEEL SURFACES.

FRAMES AND LATERAL BRACING AND SANDBLAST STRUCTURAL STEEL

REMOVE EXISTING COATING ON GIRDERS, DIAPHRAGMS, CROSS I

ABUTMENTS.

JACK THE SUPERSTRUCTURE AND REMOVE EXISTING BEARINGS AT H

RETAINING WALLS AND PIER.

ABUTMENT WALLS, BALLAST WALLS, BEARING SEATS, WINGWALLS,

REMOVE DELAMINATED AND DETERIORATED CONCRETE FROM FACE OF G

SOFFIT.

PROVIDE PROTECTION FOR THE EXISTING BELL UTILITIES AT INTERIOR F

PROTECT EXISTING BELL DUCTS WITHIN EAST SIDEWALK.

REMOVE EXISTING APPROACH SLABS AND SIDEWALK ON GRADE AND E

REMOVE EXPANSION JOINTS ON DECK AND SIDEWALKS.D

RELOCATE EXISTING UTILITIES EMBEDDED IN THE PARAPET WALLS.

REMOVE EXISTING PARAPET WALLS AND RAILING AND TEMPORARILY C

SIDEWALKS.

REMOVE DETERIORATED CONCRETE FROM DECK TOP, SOFFIT AND B

APPROACH SLABS.

REMOVE EXISTING ASPHALT AND WATERPROOFING FROM DECK AND A

SCOPE OF WORK - REMOVAL:

INSTALL RIP RAP STONE PROTECTION15

CONSTRUCT 4 NEW LIGHT POLE BASES AND LIGHT POLES.14

INSTALL 3 NEW ARMOUR PLATES AT WEST PIER HEAD.13

CONSTRUCT TEMPORARY COFFERDAM FOR PIER REPAIR.12

SOFFIT AND REMOVE AFTER COMPLETION OF CONSTRUCTION.

INSTALL PROTECTION FOR THE EXISTING BELL UTILITIES AT INTERIOR 11

RE-COAT EXISTING STEEL COMPONENTS OF DECK DRAIN.10

RE-COAT EXISTING STEEL COMPONENTS OF BEARINGS.9

RE-COAT EXISTING STEEL GIRDERS. 8

INSTALL NEW ABUTMENT BEARINGS.7

REPAIR CRACKS AT ABUTMENTS, RETAINING WALLS AND THE PIER.

WINGWALLS, RETAINING WALLS AND PIER. REFACE ABUTMENT WALLS.

CONCRETE PATCH REPAIR BALLAST WALLS, BEARING SEATS, 6

SLABS.

INSTALL NEW ASPHALT AND WATERPROOFING ON DECK AND APPROACH 5

RECONSTRUCT CONCRETE APPROACH SLABS.4

SIDEWALKS.

RECONSTRUCT EXPANSION JOINT ASSEMBLIES ON DECK AND 3

UTILITIES OUTSIDE THE PARAPET WALLS.

RECONSTRUCT PARAPET WALLS AND RAILING, REINSTALL EXISTING 2

CONCRETE PATCH REPAIR DECK TOP, SOFFIT AND SIDEWALK.1

SCOPE OF WORK - NEW CONSTRUCTION:

LIGHTS. METHOD OF SUPPORT TO BE DETERMINED BY CONTRACTOR.

TEMPORARILY SUPPORTED TO MAINTAIN OPERATION OF STREET

ELECTRICAL CONDUITS, CABLES/WIRES AND BOXES TO BE R5.

SIDEWALKS DURING REMOVAL AND CONSTRUCTION.

TO ENSURE NO DAMAGE TO THE EXISTING BELL DUCTS WITHIN

THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES R4.

RAMS) AND/OR THROUGH SAWCUT SHALL NOT BE PERMITTED.

DOCUMENTS. THE USE OF HYDRAULIC MOUNTED BREAKERS (HOE

CARRIED OUT BY USING CHIPPING HAMMERS AS PER THE CONTRACT

ALL CHIPPING OF CONCRETE ON THE DECK SOFFIT SHALL TO BE R3.

ADMINISTRATOR.

CONCRETE REPAIR SHALL BE DETERMINED ON SITE BY CONTRACT

REMOVE ALL DETERIORATED AND UNSOUND CONCRETE . EXTENT OF R2.

REINFORCING STEEL, WHICHEVER IS LESS.

REMOVALS SHALL BE 20mm DEEP OR TO THE FIRST LAYER OF

UNLESS OTHERWISE NOTED SAWCUT AT THE LIMITS OF CONCRETE R1.

REMOVAL NOTES:

COATING STRUCTURAL STEEL SYSTEMOPSS 911

FALSE WORK CLEARANCESOPSD-3390.150

LIGHTING POLE BASE DETAILS (MODIFIED)OPSD-3360.200

ASPHALT MEMBRANE WITH PROTECTION BOARD

BRIDGE DECK WATERPROOFING HOT APPLIED OPSD-3370.101

REQUIREMENT

WALLS, ABUTMENT, BACKFILL MINIMUM GRANULAR OPSD-3101.150

BARRIER

FENCE, CHAIN-LINK INSTALLATION-CONCRETE OPSD-972.131

FENCE, CHAIN-LINK COMPONENT-GATEOPSD-972.102

CONNECTION

GUIDE RAIL SYSTEM, STEEL BEAM STRUCTURAL OPSD-912.430

AND PERMANENT

I-LOCK CONNECTION, INSTALLATION - TEMPORARY

GUIDE RAIL SYSTEM, CONCRETE BARRIER PRECAST OPSD-911.140

CONCRETE SIDEWALK OPSD-310.010

ONTARIO PROVINCIAL

PRODUCTION

SPECIFICATION FOR CONCRETE MATERIAL

AMENDMENT TO OPSS MUNI 1359 MATERIAL TS 1350

WALLS WITH CONCRETE PARAPETS

STANDARD ALUMINUM RAILING FOR SIDEWALKS AND T-900.01-2

CONCRETE CURB AND GUTTERT-600.05-1

LOCATION AND DETAIL OF JOINTS FOR SIDEWALKT-310.010-1

SEDIMENT CONTROL FENCET-219.130-1

IDENTIFICATION PLAQUE

STRUCTURES AND EXPRESSWAYS BRONZE T-216.03

CITY OF TORONTO

APPLICABLE STANDARD DRAWINGS:

1

1

1

1

1

1

REMOVED AFTER CONSTRUCTION.

COFFERDAM, SEDIMENT CONTROL FENCE AND ACCESS ROAD TO BE C8.

IS RESPECTIVELY 131.20m AND 132.14M.

DURING CONSTRUCTION. WATER LEVEL FOR 2 YEAR AND 10 YEAR FLOOD

IT IS CONTRACTOR'S RESPONSIBILITY TO MONITOR WATER LEVEL C7.

NO WORKING PLATFORM IS PERMITTED IN THE HUMBER RIVER.C6.

OR WASH-WATER SHALL FALL BELOW SOFFIT.

CONSTRUCTION. NO MATERIAL INCLUDING SEDIMENTS, DEBRIS, WASTES

NECESSARY MEASURES TO PROTECT HUMBER RIVER BELOW DURING

THE CONTRACTOR SHALL PROVIDE DEBRIS PLATFORM AND OTHER C5.

REQUIRED BY RELEVANT AUTHORITIES PRIOR TO CONSTRUCTION WORK.

PRECAUTIONARY MEASURES OR ARRANGE TO DIVERT AS MAY BE

WITHIN THE WORK AREA. CARRY OUT ALL NECESSARY PROTECTION AND

THE CONTRACTOR SHALL CHECK AND IDENTIFY ALL EXISTING UTILITIES C4.

STRUCTURE.

LISTED IN CONTRACT DOCUMENTS) FOR DETAILS OF THE EXISTING

THE CONTRACTOR SHALL REFER TO THE REFERENCE DRAWINGS (AS C3.

FOR TRAFFIC AND CONSTRUCTION STAGING, SEE STAGING DRAWINGS.C2.

FOR APPROVAL.

REQUIRED TO MATCH THE EXISTING STRUCTURE SHALL BE SUBMITTED

ADMINISTRATOR AND THE PROPOSED ADJUSTMENT OF THE WORK

WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE CONTRACT

WORK SHOWN ON THE DRAWINGS PRIOR TO COMMENCEMENT OF THE

ELEVATIONS OF THE EXISTING STRUCTURE THAT ARE RELEVANT TO THE

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS AND C1.

CONSTRUCTION NOTES:

DESIGN DRAWN CHECKED

NUMBER

DRAWINGSCALE

CONTRACT No.

DATE

BRIDGE REHABILITATION - BR#157

AS NOTED SHEET

ISLINGTON AVE. OVER HUMBER RIVER

JANUARY, 2019

CONTRACT No. 19ECS-TI-08BESFY D. WEI

E

4

A

5

2

1

2

3

C

D

B

6

6G

G

G

6

M

13

14N

15

P

FENCE T-219.130-1

SEDIMENT CONTROL

SEE SHEET E-02

SHEET E-01 AND FOR NOTES

T-219.130-1 FOR LAYOUT SEE

SEDIMENT CONTROL FENCE

GRAVEL COFFERDAM

TEMPORARY PEA

CONTRACTOR

SLOPE TO BE DETERMINED BY THE

GRAVEL AND GRANULAR MATERIAL .

3500 WIDE ACCESS ROAD WITH

C.L. ISLINGTON AVE.

10060 10060

1830 8230 1830 8230

REHABILITATEDEXISTING

BELL UTILITIES

C

BB

B

A

2

1

8

1110

15

1

K

F

I

HYDRO

TORONTO

HYDRO

TORONTO

N

1425

14

225 D

EC

K

602

2 % 2 %

WATERPROOFING

90mm ASPHALT AND

DUCTS TO BE PROTECTED

EXISTING BELL UTILITY

PROTECTED

TO BE

BELL DUCTS

6

7

9

9

3

8

D C

J

G

IH

G

J

L

12

M 13

N

14

DURING CONSTRUCTION

TO BE MAINTAINED AT ALL TIME

MINIMUM NAVIGABLE CLEARANCE

15

(TYP.)

RETAINING WALL FOOTING

ABUTMENT FOOTING (TYP.)

EXISTING GRAVEL

2

FENCE (TYP.)

SEDIMENT CONTROL

ACCESS ROAD

GRAVEL COFFERDAM

TEMPORARY PEA

C.L. S. ABUT. BRGS. C.L. N. ABUT. BRGS.C.L. PIER

C.L. IS

LIN

GT

ON A

VE.

35636 35636


HU

MBER RIV

ER

FLO

W

10060

10060

49°

N

135

ELE

VA

TIO

N I

N M

ET

RES (

m)

145

140

130

125

C.L. N. ABUT. BRGS.C.L. PIERC.L. S. ABUT. BRGS.

35636 35636


TRAIL

W. HUMBER

W.L. EL. 130.40

EXP.FIX. FIX.

EXP.

1.6 %

H.W.L. EL. 132.71

EL. 131.50

100

EQ.

100

EQ.

200

50

3198

4

2000 1200

1500

800

2400

2742

500

T/F

EQ.

EQ.

50

THE GAPS BEHIND THE PLATEARMOUR PLATE TO ALLOW GROUTING WATER DRIP ALONG TOP EDGE OF REMOVE AND RECONSTRUCTION

100

100

3/7/2019

5:3

5:17 P

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LAST

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DATE

D:

3/6/2019 11:3

8:5

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Dra

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Site 15

7\2019-03-06 (A

ddendu

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157-S0494-07.d

gn


Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and


CONSULTANTS




JODIE ATKINS, P.ENG



500

700±

250±

4000

500

(TYP.)

T.L.C.

02-25-19 ADDENDUM 1 SFY





1:10 -

SECTION 2

1:10 -

SECTION 3

-

3

-

1

1:200

PLAN - PIER

1

-1:100

RIP RAP PROTECTION

--

2 2

1:100

NORTH SOUTH

PART ELEVATION - ARMOUR PLATE REPAIR AT PIER HEAD

PLAN - WATER DRIP REMOVAL

WEST EAST

-

-

WATER DRIP REMOVAL

4

4

WEST EAST

-

-

5

5

PLAN - WATER DRIP RECONSTRUCTION

WATER DRIP RECONSTRUCTION

N.T.S.

N.T.S.

N.T.S.

N.T.S.

157-S0494-07

PIER REPAIR

S07

1

2

COFFERDAM SHALL BE 131.50

CONSTRUCTION. MINIMUM ELEVATION AT TOP OF

ARMOUR PLATE REPLACEMENT AND RIP RAP STONE

TEMPORARY COFFERDAM IS USED FOR PIER REPAIR, STEEL 2.

SHEET S09.

FOR CONCRETE PATCH REPAIR AND CRACK INJECTION, SEE 1.

NOTES:

2

EDGE OF ARMOUR PLATE

G

SAW CUT 10mm DEEP

200 EMBEDMENT LENGTH

ADHESIVE ANCHOR 25M WITH

INSTALL HIT RE500 EPOXY

ARMOUR PLATES

INSTALLATION OF ALL NEW

GAPS WITH SIKA 212 AFTER

ARMOUR PLATES. GROUT ALL

REMOVING ALL EXISTING

AREA TO BE REMOVED AFTER

ANCHOR (TYP.)

EPOXY ADHESIVE

INSTALL HIT RE500

GALVANIZATION REPAIR AFTER WELDING.4.

PIERS.

ANCHOR LOCATIONS IF CONFLICT WITH REBARS TO AVOID DAMAGING REBAR IN THE

LOCATIONS PRIOR TO INSTALLATION NEW ARMOUR PLATES. SLIGHTLY ADJUST

SCAN AND MARK EXISTING REBAR LOCATIONS ON THE PIER AROUND NEW ANCHOR 3.

BRIDGE DECK FOR INSTALLATION.

NEW ARMOUR PLATES SHALL BE HOT DIP GALVANIZED AND DROPPED DOWN FROM 2.

NEW ARMOUR PLATES SHALL CONFORM TO CSA G40.21M 300W GRADE.1.

NOTES:


NUMBER

DRAWINGSCALE

CONTRACT No.

DATE


AS NOTED SHEET


JANUARY, 2019


PROTECTION FROM SCOUR

EXTENT OF RIP RAP STONE

WRAPPED WITH GEOTEXTILE

TEMPORARY COFFERDAM

FOOTING FOOT PRINT

NORMAL WATER LEVEL

PIER FACE

RIVER BED

DIAMETER 400mm OF GRAVEL

STONE RIP RAP WITH AVERAGE

WRAPPED IN GEOTEXTILE

WITH PEA GRAVELS

TEMPORARY COFFERDAM

BOTTOM OF ARMOUR PLATE

SAW CUT 10mm DEEP ALONG SIDES AND

EDGES OF ARMOUR PLATES

RECONSTRUCT THE DRIP

SEATS AND

DAMAGING BEARING

REBARS WHILE NOT

REMOVE DRIP SALVAGE

ANCHORS FOR EACH PLATE

INSTALL 3 ROWS x 3 COLUMNS OF

PLATES

INSTALLATION OF ALL NEW ARMOUR

GAPS WITH SIKA 212 AFTER

EXISTING ARMOUR PLATES. GROUT ALL

DETERIORATED CONCRETE BEHIND ALL

REMOVE 25mm THICK CONCRETE AND HEIGHT

PLATES OF SAME WIDTH AND

THICK GALVANIZED NEW STEEL

ARMOUR PLATES WITH 10mm

REPLAE ALL THREE EXISTING

C.L. PIE

R

WATER DRIP

EXISTING WATER DRIP

REMOVE PORTION OF

10mm THICK STEEL PLATE

REMOVAL LIMIT

EXISTING DEPTH FOR THE CHANNEL

25mm THICK CONCRETE REMOVAL LIMIT

PLATE (10mm THICK)

STEEL REMOVAL

C.L. PIE

R

WATER DRIP

10M T&B

(TYP.)

10M DOWEL

NEW CONCRETE USING FORM AND PUMP

SIKA 212 FILL

PLATE

NEW STEEL ARMOUR

COVER

MIN. 40mm CONCRETE 10M DOWEL

10M

(TYP.)

THROUGH EXISTING REBARS

REBAR. DO NOT DRILL

DOWEL ADHESIVE FOR 10M

DRILLED HOLE FILL WITH

15mm DIA. 150mm DEEP

N

6000 6000

3066

8

3/7/2019

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3/6/2019 12:0

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Dra

wing\Year 1\

Site 15

7\2019-03-06 (A

ddendu

m

5)\

157-S0494-13.d

gn


Engineering &

EXECUTIVE DIRECTOR

CHIEF ENGINEER and


CONSULTANTS




JODIE ATKINS, P.ENG



90

250

6000

APPROACH SLAB

CLEAR COVER50±10mm

AS

PH

ALT

250

APPROACH SLABROAD PAVEMENT

DRAWINGS

PAVEMENT SEE ROAD

JOINT SEALING COMPOUND

WITH HOT-POURED RUBBERIZED

20x40 mm DEEP SAWCUT FILLED

SL

AB

AP

PR

OA

CH

SUB-BASE

GRANULAR

FIBRE BOARD

20mm ASPHALT IMPREGNATED

20M

250

SIDEWALKMATCH EXISTING

20M

250

SIDEWALKMATCH EXISTING

1530

1446 50 104 250

550

2% 2%

2% 2%

150

150

2% 2%

T.L.C.





1:100

PLAN

-

D

-

E

1:20

LONGITUDINAL SECTION

A

-

B

-

ADETAIL1:20 -

(JOINT BETWEEN APPROACH SLAB AND ROAD PAVEMENT)

N.T.S.

END JOINT DETAIL B

-

SECTION AT WINGWALL

WITH SIDEWALK WITH SIDEWALK

N.T.S. N.T.S.

SECTION BEYOND WINGWALL

1:25 -

DETAIL

1:25 -

DETAIL D E

S13

APPROACH SLAB

JAN 2013

STANDARD DRAWING

6000 mm APPROACH SLAB

SS116-1

'MODIFIED'

APPLICABLE STANDARD DRAWINGS:

CONSTRUCTION JOINTS

AT ACTIVE CRACKS GREATER THAT 2mm WIDE AND

DECK, WATERPROOFING HOT APPLIED ASPHALT MEMBRANEOPSD-3370.101

WITH PROTECTION BOARD

OPSD-3370.100 DECK, WATERPROOFING HOT APPLIED ASPHALT MEMBRANE

157-S0494-13

BARS MARK WITH PREFIX S DENOTE STAINLESS STEEL BARS.5.

SLAB TO BE IN ACCORDANCE WITH OPSD-3370.1000.

WATERPROOFING AT JOINT BETWEEN BRIDGE AND APPROACH4.

REINFORCING STEEL SHALL BE GRADE 400W.

2205 WITH A MINIMUM YIELD STRENGTH OF 500 MPA.

STAINLESS STEEL BARS SHALL BE TYPE 316 LN OR DUPLEX3.

HAND AND ZERO DEGREE SKEW.

LAYOUT OF REINFORCING STEEL WILL BE SIMILAR FOR LEFT2.

AS NOTED.

NOTES:

1

1

C.L. N. ABUT. BRGS.C.L. S. ABUT. BRGS.

S15M @ 150

TO SOUTH APPROACH SLAB

REINFORCING DETAILS SIMILAR

NORTH APPROACH SLAB

C.L. IS

LIN

GT

ON A

VE.

STAGING C.J. (TYP.)

15M @ 300 BUL

15M @ 300 BUL

15M @ 300 BUL

1-S15M TLL

4-15M @ 150 BUL

1-S15M TLL

4-15M @ 150 BUL

1-S15M TLL

4-15M @ 150 BUL

20M @ 150 BLL


NUMBER

DRAWINGSCALE

CONTRACT No.

DATE


AS NOTED SHEET


JANUARY, 2019


20M

CLEAR COVER

15M 4-15M

20M

15M

S15M

CLEAR COVER

5mm ELASTOMER

S15M @ 150

BALLAST WALL

DOWELS FROM

S15M @ 150

TYPE 'A' BITUMINOUS

13 mm JOINT FILLER

S15M@300

S15M@300

S15M@300 S15M@300

15M

S15M@300

S15M@300

S15M@300 S15M@300

15M

LAP L

EN

GT

H

LAP L

EN

GT

H

(TYP. EARLIER STAGE)

MECHANICAL CONNECTOR

SPLICED DOWELS

LATER STAGE)

SPLICE DOWELS (AT

FORMWORKFILLER

LAP L

EN

GT

H

LAP L

EN

GT

H

(TYP. EARLIER STAGE)

MECHANICAL CONNECTOR

SPLICED DOWELS

FORMWORKFILLER

(AT LATER STAGE)

SPLICE DOWELS

N

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