A1

S

IZ

E 59

4m

m x 84

1m

m

FIL

E N

AM

E: W

14

00

03

-T

-0

14

_R

X.d

wg

S

ave

d B

y: d

la

ne

PL

OT

: 6

/1

3/2

01

4 9

:5

8:0

6 A

M

BID OPPORTUNITY No. 463-2014

LOCATION OF UNDERGROUND STRUCTURES

AS SHOWN ARE BASED ON THE BEST

INFORMATION AVAILABLE. BUT NO

GUARANTEE IS GIVEN THAT ALL EXISTING

UTILITIES ARE SHOWN OR THAT THE GIVEN

LOCATIONS ARE EXACT. CONFIRMATION OF

EXISTENCE AND EXACT LOCATION OF ALL

SERVICES MUST BE OBTAINED FROM THE

INDIVIDUAL UTILITIES BEFORE PROCEEDING

WITH CONSTRUCTION.

P-3358-14

14

BE

DML

DAN

BWB

14

23-15

234.117

2014 REGIONAL STREET

RENEWAL PACKAGE

KING EDWARD STREET SOUTHBOUND &

CENTURY STREET NORTHBOUND

OMAND'S CREEK APPROACH SLAB

PLAN, SECTIONS & DETAILS

Certificate of Authorization

MORRISON HERSHFIELD

No. 1736

18

0

14/06/02

14/06/12ISSUED FOR CONSTRUCTION0 DAN

PLAN OF APPROACH SLAB

SCALE: 1:100

0 2.5 5.0m

NOTES:

ALL DIMENSIONS ARE OUT-TO-OUT OF A

BAR EXCEPT "A" ON STANDARD HOOKS.

PROVIDE STANDARD 180° HOOKS.

STR = STRAIGHT BARS

TYPE 1 =

A

B

D

U

B

LIN

A

VE

N

U

E

NEW ASPHALT

OVERLAY, SEE DWG 2

EX BOX CULVERT

1650 CONC LDS

1050 CONC LDS

450 CONC WWS

200 GAS

SL

TS

±5715

±6172

±4115

LA

NE

2

±4115

LA

NE

1

±3658

LA

NE

3

±6100 AP

PROACH

SLAB

EXISTING BOX CULVERT @ OMAND'S CREEK

CONCRETE ROADWAY SLAB WITH ASPHALT OVERLAY

CONSTRUCTION JOINT

REFER TO DETAIL 3

DIRECTION OF

SOUTHBOUND TRAFFIC

REMOVE/SALVAGE AND

REINSTALL ALUMINUM

BARRIER AS REQUIRED

JOINT REPAIR WITH

ASPHALT OVERLAY,

SEE DWG 2

ORIENTATION OF

APPROACH SLAB

REINFORCING

STEEL (TYP)

A

B

-

A

-

D

EX FACE OF MEDIAN

EX FACE OF CURB

-

C

-

B

KING EDWARD STREET

SEPERATE EXISTING

APPROACH SLAB FROM MEDIAN

BY FULL DEPTH SAWCUT

SEPERATE EXISTING

APPROACH SLAB FROM CURB

BY FULL DEPTH SAWCUT

HATCHED AREAS AND

DEMOLISH EXISTING APPROACH

SLAB AND REPLACE AS SHOWN

BA

NEW APPROACH

SLAB

SECTION A

-

A2002/A2003 @ 300

75

CL

R

80

CL

R

A1501/A1502 @ 300

A1503 @ 300

EXISTING 15M @ 300 PLAIN STEEL DOWELS TO REMAIN.

ISOLATE FROM NEW GALVANIZED STEEL REINFORCING BY

FIELD APPLYING EPOXY COATING TO EXISTING DOWELS

EXISTING CORBEL & WATERPROOFING

MEMBRANE TO REMAIN

REMOVE & REPLACE

13x125 FLEXCELL

A2001 @ 100

PREPARE SUBGRADE AS REQUIRED

BY THE CONTRACT SPECIFICATIONS

REFER TO DETAIL 1

EXISTING BOX

CULVERT

30

0

NEW

APPROACH

SLAB

SECTION B

-

A2001 @ 100

75

CL

R

80

CL

R

A1503 @ 300

A1501/A1502 @ 300

A2002/A2003 @ 300

PREPARE SUBGRADE AS

REQUIRED BY THE

CONTRACT SPECIFICATIONS

REFER TO

DETAIL 1

EXISTING

MEDIAN

REFER TO

DETAIL 1

EXISTING REINFORCEMENT TO BE

CUT-OFF @ VERTICAL SAWCUT JOINT

EXISTING

SIDEWALK

SECTION C

-

30

0

NEW APPROACH SLAB

SECTION D

-

A2002/A2003 @ 300

75

CL

R

80

CL

R

A1501/A1502 @ 300

A1503 @ 300

A2001 @ 100

REFER TO

DETAIL 2

ROADWAY SLAB

REFER TO DWG 2

ROADWAY

SLAB

APPROACH

SLAB

28.6Ø x 450 LONG DOWELS @ 300

TO BE BONDED INTO EXISTING

CONCRETE AND LUBRICATED

WITH ASPHALTIC CUT-BACK.

EMBED 160 INTO APPROACH SLAB

50 TYPE 1A ASPHALT OVERLAY

200 REINFORCED CONCRETE

10

0

30

0

DETAIL3

-

NEW APPROACH SLAB

38 BEVEL KEY

90

15

0

30

0

650 LAP SPLICE

CONSTRUCTION JOINT

CONSTRUCTION

STAGE 1

CONSTRUCTION

STAGE 2

BETWEEN

CONSTRUCTION

STAGES

1

-

DETAIL

10 EXPANDED

POLYSTYRENE

FULL HEIGHT

20x40

PRECOMPRESSED

FOAM JOINT FILLER

10

40

SCALE: 1:5

0 0.1 0.2 0.3m0.05

FACE OF CURB /

MEDIAN

2

-

DETAIL

SCALE: 1:5

0 0.1 0.2 0.3m0.05

13 FLEXCELL

HOT POUR JOINT

SEALANT

13

ASPHALT

APPROACH SLAB NOTES:

GENERAL NOTES

ALL WORK SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND THE CONTRACT

SPECIFICATIONS.

CONTRACTOR SHALL SITE VERIFY ALL EXISTING DIMENSIONS.

SCOPE OF WORK

DEMOLITION AND REPLACEMENT OF EXISTING NORTH CONCRETE APPROACH SLAB AT THE

OMAND'S CREEK CULVERT IN THE SOUTHBOUND LANES ONLY.

CONSTRUCTION SEQUENCE

MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN THE SOUTHBOUND DIRECTION AT ALL TIMES.

MAINTAIN BOTH LANES IN THE NORTHBOUND DIRECTION AT ALL TIMES.

STAGE 1: CLOSE LANES 1 AND 2 TO TRAFFIC, AND MAINTAIN TRAFFIC IN LANE 3. DEMOLISH

EXISTING APPROACH SLAB IN AREA A. CONSTRUCT NEW APPROACH SLAB IN AREA A.

STAGE 2: CLOSE LANES 2 AND 3, OPEN AND MAINTAIN TRAFFIC TO LANE 1. DEMOLISH

EXISTING APPROACH SLAB IN AREA B. CONSTRUCT NEW APPROACH SLAB IN AREA B.

ANY REQUEST FOR DEVIATION FROM THE ABOVE IDENTIFIED CONSTRUCTION SEQUENCE

MUST BE SUBMITTED TO THE ENGINEER IN WRITING WITH AT LEAST SEVEN (7) DAYS

NOTICE.

DESIGN NOTES

DESIGN SPECIFICATION: CAN/CSA S6-06 + S6S1-10, S6S2-12, S6S3-13: “CANADIAN HIGHWAY

BRIDGE DESIGN CODE”

LIVE LOAD: CL-625 TRUCK AND LANE LOAD

MATERIAL NOTES

CONCRETE

NORMAL WEIGHT WITH MINIMUM COMPRESSIVE STRENGTH 35 MPa AT 28 DAYS

CLASS OF EXPOSURE: C-1

AIR CONTENT CATEGORY: 1 PER CAN/CSA A23.1 (4-7% IN-SITU AIR CONTENT)

SYNTHETIC FIBRES WITH MINIMUM POST-RESIDUAL CRACKING INDEX = 0.15

CONCRETE FINISH: TOP SURFACE OF APPROACH SLAB TO RECEIVE UNIFORM COARSE

STEEL TINED BROOM FINISH TRANSVERSE TO THE DIRECTION OF TRAFFIC

CLEAR COVER TO REINFORCING STEEL:

- TOP OF APPROACH SLAB: 75mm

- PERIMETER OF APPROACH SLAB: 50mm

- UNDERSIDE OF APPROACH SLAB: 75mm

REINFORCING STEEL

REINFORCING STEEL TO CAN/CSA-G30.18 GRADE 400W. HOT-DIP GALVANIZE ALL

REINFORCING TO ASTM A767, CLASS 11 UNLESS NOTED OTHERWISE.

ALL REINFORCING SPLICES TO CAN/CSA S6-06 CLASS B.

BEFORE PLACING REINFORCEMENT ENSURE IT IS CLEAN, FREE OF LOOSE SCALE, DIRT, OR

OTHER DELETERIOUS MATERIAL WHICH WOULD REDUCE THE BOND TO CONCRETE.

PROVIDE ISOLATION BETWEEN PLAIN STEEL AND GALVANIZED STEEL REINFORCEMENT BY

USE OF FIELD APPLIED EPOXY COATING.

MARK

NO.

SIZE LENGTH TYPE A B

MASS (kg)

BARS

BILL OF STEEL REINFORCING

TOTAL = 3173.6 kg

A1501 15 6875 STR 226.721

AP

PR

OA

CH

SL

AB

A1502 15 5650 STR 186.321

A2001 20

6000 STR 386.341

A2002 20

6210 1 210 6000 1754.9120

A1503 15

A2003 20

6875 STR 340.021

5650 STR 279.421