CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT (SKEW …

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT

(SKEW)

INDEX ISSUE

TITLE DETAIL DESCRIPTION DETAIL No. DATE

GENERAL LEGEND 2.1.1 NOV, 2007 ABBREVIATIONS 2.1.2 NOV, 2007

COVER SHEET TYPICAL LAYOUT 2.2.1 OCT, 2019 DESIGN DATA 2.2.2 OCT, 2019 LEGEND 2.2.3 SEPT, 2019 SURVEY CONTROL 2.2.4 SEPT, 2019

GENERAL ELEVATION TYPICAL LAYOUT 2.3.1 APRIL, 2014 BORING LOG 2.3.2 APRIL, 2014 LONGITUDINAL SECTION 2.3.3 NOV, 2018 PLAN 2.3.4 NOV, 2007 CROSS SECTION 2.3.5 APRIL, 2014 NOTES, DETAIL “A” 2.3.6 APRIL, 2014 TITLE BOX 2.3.7 NOV, 2007

EROSION CONTROL SITE PLAN 2.4.1 SEPT, 2019

CONCRETE DETAILS TYPICAL LAYOUT 2.5.1 NOV, 2007 SIDE ELEVATION 2.5.2 NOV, 2007 END ELEVATION 2.5.3 APRIL, 2014 SECTION A-A 2.5.4 NOV, 2007 SECTION B-B & C-C 2.5.5 NOV, 2007 CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS 2.5.6 APRIL, 2014 NOTES, POURING SCHEDULE 2.5.7 NOV, 2007

SLAB REINFORCING TYPICAL LAYOUT 2.6.1 NOV, 2007 DETAILS PLAN 2.6.2 NOV, 2007

PLAN 2.6.3 NOV, 2007 PART PLAN “A” & “B” 2.6.4 SEPT, 2019 SECTION D-D 2.6.5 NOV, 2007

WALL REINFORCING TYPICAL LAYOUT 2.7.1 NOV, 2007 DETAILS ELEVATION 2.7.2 NOV, 2007

ELEVATION 2.7.3 NOV, 2007 ELEVATION 2.7.4 NOV, 2007 SECTION E-E & F-F 2.7.5 NOV, 2007

HEADWALL REINFORCING TYPICAL LAYOUT 2.8.1 NOV, 2007 DETAILS ELEVATION 2.8.2 NOV, 2007

ELEVATION 2.8.3 NOV, 2007 PART SECTION G-G 2.8.4 NOV, 2007 SECTION H-H 2.8.5 NOV, 2007 BILL OF REINFORCING STEEL 2.8.6 NOV, 2007

ENVIRONMENTAL APPROVALS

MANITOBA ENVIRONMENT ACT LICENCE

FISHERIES AND OCEANS CANADA - AUTHORIZATION OR REVIEW

TRANSPORT CANADA - NAVIGATION ACT

ENVIRONMENTAL REVIEW COMPLETED

FILE # :

DATE :

FILE # :

DATE :

FILE # :

DATE :

FILE # :

DATE :

COMPLETED BY :

DATE :

MANITOBA INFRASTRUCTURE ENVIRONMENTAL APPROVAL

SHEET LEGEND

R.M. OF

Triple

Double or

Single

x

OUT TO OUT OF HEADWALLS

2.2.3

LEGENDCOVER SHEET

LOCATION

LENGTH

TYPE BOX CULVERT ON A ° SKEW

REINFORCED CONCRETE

8.

7.

6.

5.

4.

3.

2.

1.

REINFORCING DETAILS

HEADWALL REINFORCING DETAILS

WALL REINFORCING DETAILS

SLAB REINFORCING DETAILS

CONCRETE DETAILS

SITE AND EROSION CONTROL PLAN

GENERAL ELEVATION

COVER SHEET

September 2019

DETAIL DESCRIPTION

LOCATION

SITE No. DATE

DETAIL No.

Water Management and Structures

Infrastructure

SURVEY CONTROL

SITE CONTROL POINT DATA

______.___EASTING:

_____.___

_____.___

________DATE:

___.___ELEVATION:

______.___EASTING:

______.___NORTHING:CONTROL POINT #______

________DATE:

___.___ELEVATION:

NORTHING:CONTROL POINT *______

________DATE:

___.___ELEVATION:

______.___EASTING:

NORTHING:CONTROL POINT #______

_._____SCALE FACTOR:

ZONE ___UTM:

____________GEOID (HT2.0):

GRS 1980ELLIPSOID:

CGVD28VERTICAL DATUM:

NAD83CSRSHORIZONTAL DATUM:

September 2019

SURVEY CONTROLCOVER SHEET

2.2.4

in Universal Transverse Mercator (UTM) coordinates. See Policy/Standard No.CSS-100Primary survey control is established and administered by Construction Support Services (CSS)

DETAIL DESCRIPTION

LOCATION

SITE No. DATE

DETAIL No.


Infrastructure

NO

TES:

CO

MPLETIO

N

DEPT

H: 7.7

m

CO

MPLETE: 07/20/76

LO

GG

ED

BY: LP

RE

VIE

WE

D

BY: JU

& TS

Fig.

No: P

AG

E 17

5Page 1 of

100/02/10 09:4

0A

M (CIVIL10)

240.0

239.0

238.0

237.0

236.0

235.0

234.0

233.0

232.0

231.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

SOIL SYMBOL

S-1

P-2

T-334

S-3

T-335

T-336

T-337

S-4

SOIL

DES

CRIP

TIO

N

5 6

200

67

114

136

56

56

93

164

134

54

18

NO

RE

CO

VE

RY

Road

way

of |

A

Road

way

of |

( )

( )

( )

QHistoric = ( ) ̧

/s

( )°

NO

TES:

BO

RE

HO

LE

NO:

PR

OJE

CT

NO: 2251-

01

ELE

VATIO

N: 240.9

mBH-1

CO

MPLETIO

N

DEPT

H: 7.7

m

CO

MPLETE: 07/20/76

LO

GG

ED

BY: LP

RE

VIE

WE

D

BY: JU

& TS

Fig.

No: P

AG

E 17

5Page 1 of

100/02/10 09:4

0A

M (CIVIL10)

240.0

239.0

238.0

237.0

236.0

235.0

234.0

233.0

232.0

231.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

SOIL SYMBOL

S-1

P-2

T-334

S-3

T-335

T-336

T-337

S-4

5 6

200

67

114

136

56

56

93

164

134

54

18

NO

RE

CO

VE

RY

CO

RE

A

( )

( )

( )

NO

TES:

BO

RE

HO

LE

NO:

PR

OJE

CT

NO: 2251-

01

ELE

VATIO

N: 240.9

mBH-1

CO

MPLETIO

N

DEPT

H: 7.7

m

CO

MPLETE: 07/20/76

LO

GG

ED

BY: LP

RE

VIE

WE

D

BY: JU

& TS

Fig.

No: P

AG

E 17

5Page 1 of

100/02/10 09:4

0A

M (CIVIL10)

240.0

239.0

238.0

237.0

236.0

235.0

234.0

233.0

232.0

231.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

SOIL SYMBOL

S-1

P-2

T-334

S-3

T-335

T-336

T-337

S-4

5 6

200

67

114

136

56

56

93

164

134

54

18

NO

RE

CO

VE

RY

CO

RE

Culvert

of

|

A

Road

way

of |

( )

( )

( )

SA

MPLE

DET

AIL "A"

NO

TES:

PL

AN

Scale 1 : ( )

LO

C:6.4

mN.

& 3.5

mE.of

CL of

Ex.C

onc.C

ulv

N. of

NE1/

4 SE

C.2, T

WP.13,

RG

E.7

E

PT

H 44,

BA

CH

MA

N

DR

AIN,

RM

BR

OKE

NHE

AD

DRIL

L - 6" H

OLL

OW

STE

M P

OW

ER

AU

GE

R

WATE

R LE

VEL -

BO

RE

HO

LE

NO:

PR

OJE

CT

NO: 2251-

01

ELE

VATIO

N: 240.9

mBH-1

CO

MPLETIO

N

DEPT

H: 7.7

m

CO

MPLETE: 07/20/76

LO

GG

ED

BY: LP

RE

VIE

WE

D

BY: JU

& TS

Fig.

No: P

AG

E 17

5Page 1 of

100/02/10 09:4

0A

M (CIVIL10)

240.0

239.0

238.0

237.0

236.0

235.0

234.0

233.0

232.0

231.0ELEVATION(m)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

DEPTH(m)

SOIL SYMBOL

USC

SAMPLE TYPE

SAMPLE NO

GW

CI

CI

S-1

P-2

CH

T-334

S-3

T-335

T-336

CI

T-337

ML

S-4

RD. FIL

L - G

RA

VEL,

well graded

with sand

Elev.2

40.3

m

RD. FIL

L - C

LA

Y,

med. plastic, silt

y,

bro

wnish

Elev.2

39.7

m

CL

AY,

med. plastic, silt

y, tr. organic

fibres, tr. lig

ht

bro

wn C

L lenses, tr.

sulphates, firm, dk. bro

wn

1.8

m - 2.4

m, nu

m. layers

& lenses of sand

& silt, pkt. o

xidized sand, lig

ht

bro

wn

Elev.2

38.5

m

CL

AY, high plastic, silt

y, tr. sulphates

2.4

m - 2.7

m, firm, greyish bro

wn, tr.

organic fibres, so

me lenses

& layers white

sand

2.7

m - 5.7

m, firm, dk. bro

wn

3.0

m - 3.5

m, tr.

mottled layers grayish

white sand

& silt

3.6

m - 4.1

m,

with C

L pkts.

4.5

m - 5.0

m, nu

m. lig

ht

bro

wn silt p

kts.

&

so

me sand pkts.

Elev.2

35.2

m

TIL

L - C

LA

Y,

med. plastic, silt

y, so

me

gravel, sandy, tr. sulphates, silt p

kts.,

firm, grey

Elev.2

33.7

m

TIL

L - SIL

T, lo

w plastic, so

me gravel,

sandy, tr. sulphates, hard, grey

Elev.2

33.2

m

EN

D

OF TEST

HO

LE

AT

D=7.7

m

Water entered Testh

ole at

D=7.5

m

At

D=7.5

m,

N>200

20

40

60

80

PL

ASTIC

M.C.

LIQ

UID

100

200

300

400

PO

CKET PE

NET

RO

METE

R, kPa

SPT(N)

5 6

200

Qu,kPa

67

114

136

56

56

93

164

134

"in-situ" vane,kPa

54

remoulded vane,kPa

18

SA

MPLE T

YPE

SHELB

Y

TU

BE

DIS

TU

RBE

DSPT

A-C

ASIN

GN

O

RE

CO

VE

RY

CO

RE

Surfa

ce

A

A

( )

( )

( )

( )

( )

( )

( )

( )

( )

( )

( )

( )

( )

( )

LO

NGIT

UDIN

AL SE

CTIO

N

A-A

FL

OW

or

WEST

NO

RT

H

or E

AST

SO

UT

H

Sta. ( )

+ ( ) m

( )

( )

CR

OSS-SE

CTIO

N

Normal t

o | of culvert

( )

( )

( )

( )

( )

( )

NO

TES - re Boring Logs

RIP

RAP

DET

AIL

S

OV

ERL

APPIN

G

DET

AIL

ED

GE T

RE

AT

ME

NT

TYPICAL LAYOUT

GENERAL ELEVATION

2.3.1

Infrastr

ucture and Transportation

Manitoba

All dim

ensio

ns sho

wn are perpendicular to | of road

way

Water

Manage

ment & Str

uctures 4. Elevations on boring lo

gs are at a vertical scale of

1 : 10

0.

3. All stations, elevations, offsets and depths as sho

wn are in

metres.

M.C. -

Moisture Conte

nt

US

C - Unified Soil Classification

SPT(N) - Nu

mber of

blo

ws per 300

mm - Sta

ndard Penetration Test

Qu - Laboratory unconfined co

mpressive strength in kPa

2. T

he follo

wing abbreviations apply to bore hole information:

Manage

ment and Str

uctures Branch locate

d at

6th. floor, 215

Garry Street, Winnipeg.

th

e site.

Contractors

may peruse all availa

ble soil information in th

e

Water,

information

may not

be representative of th

e soil conditio

ns throughout

1. The

Departm

ent

provides lo

g boring information sho

wn on th

e Plans. This

Culvert

of |

April 2014

DETAIL DESCRIPTION

LOCATION

SITE No. DATE

DETAIL No.Infrastructure and Transportation


ML

SC-SM

CL

B-68

B-69

437.3

436.1

434.6

426.9

ICE

SILT, low plastic, clayey, very soft, grey

SAND, silty, clayey, grey, stiff

CLAY, low plastic, sandy, trace gravel,

grey, hard

END OF TESTHOLE AT D=10.7m

105

308

63

61

63

Sheet 1 of 1

COMPLETION DEPTH: 10.7 m

COMPLETE: 01/06/66

LOGGED BY: JB

REVIEWED BY: JU

PAGE: 197

20 40 60 80

LIQUID

SOIL S

YM

BO

L

Sta.475+41.6m & 7.6m N. of C.L. of P.T.H. 1

IN SEC. 27, TWP. 10, RGE. 26W

BOREHOLE NO: 01

PROJECT NO: 2537

ELEVATION: 437.6 (m)

ELE

VATIO

N (m

)

"IN-SIT

U"

VA

NE

(kPa)

QU

(kPa)

SPT(N)

SA

MPLE T

YPE

SAMPLE TYPE

SA

MPLE

NO.

NO RECOVERY SHELBY TUBE SPT

RE

MO

UL

DE

D

VA

NE

(kPa)SOIL

DESCRIPTIONDEPT

H (m

)

US

C100 200 300 400

PLASTIC M.C.

POCKET PENETROMETER, kPa

SCALLION CREEK

DRILL - 6" Hollow Stem Power Auger

WATER LEVEL -

0

1

2

3

4

5

6

7

8

9

10

11

12

437

436

435

434

433

432

431

430

429

428

427

426

BO

RE

HO

LE L

OG

DXF 15 2537.G

PJ

MB_

DH

GS.G

DT 11/09/00

Reference to new

structure | and

new roadway |

For R.C box culverts detail bore holes approx. 1.5 m below bottom of granular backfill.

Surface

BORING LOGS

2.3.2

Infrastructure and Tranportation

Manitoba

NOTES - re Boring Logs

WATER MANAGEMENT & STRUCTURES

4. Elevations on boring logs are at a vertical scale of 1:100.

3. All stations, elevations, offsets and depths as shown are in metres.

M.C. - Moisture Content

USC - Unified Soil Classification

SPT(N) - Number of blows per 300 mm - Standard Penetration Test

Qu - Laboratory unconfined compressive strength in kPa

2. The following abbreviations apply to bore hole information:

Management and Structures Branch located at 6th. floor, 215 Garry Street, Winnipeg.

the site. Contractors may peruse all available soil information in the Water,

information may not be representative of the soil conditions throughout

1. The Department provides log boring information shown on the Plans. This

April 2014

DETAIL DESCRIPTION

LOCATION

SITE No. DATE




Infrastructure 2018-11-20 N.J. Revised Note 1 as per MI's Approved Products for geotextile

DETAIL DESCRIPTION DETAIL No.

REVISIONS

DescriptionByRevised Date

DATE DRAWN:

Road

way

of |

2%

DET

AIL "A"

LO

NGIT

UDIN

AL SE

CTIO

N

A-A

75 thick working base

50 thick insulation

300 thick granular backfill

4%

( )

m

Invert elev.

( )

m

Invert

Elev.

or

WEST

NO

RT

H

or E

AST

SO

UT

H

FL

OW

N.T.S.

by oth

ers /

Contractor.

to be approved backfill

material

300 thick). R

emainder (if req'd)

be determined for each site (min.

placed by Culvert

Contractor to

Upper limit of

granular backfill

600

( )

( )

( )

( )

( )

( )

( ) : 1

( ) : 1

as of (D

ATE)

Approx. existing groundlin

e

FL

OW

500

OV

ERL

APPIN

G

DET

AIL

S

oth

erwise

note

d

unless

Typ.

elev. ( )

m

Final pave

ment

300

Geote

xtile

Class (3

50) rip rap

(450) thick

( ) m

( )%

W.L.

( ) m

( )%

W.L.

Culvert

Contractor

to be placed by

Class (3

50) rip rap

(450) thick

Geote

xtile

RIP

RAP

DET

AIL

S

ED

GE T

RE

AT

ME

NT

Geote

xtile

Class (3

50) rip rap

(450) thick

45°

Culvert

Contractor

performed by oth

er th

an

of rip rap

will be

Make a note if placing

NO

TES :

2.3.3LONGITUDINAL SECTION

GENERAL ELEVATIONApril 2014

fr

om th

e

Manitoba Infrastr

ucture's Approved Product

List.

1. All geote

xtile shall b

e

Non-

Woven Geote

xtile,

Class I (

Heavy

Duty)

2.

Geote

xtile shall b

e placed under all rip rap, overlapping 600

mm in direction of flo

w.

All dim

ensio

ns sho

wn are normal to | of road

way

2%

4%

2.3.5

GENERAL ELEVATION

CROSS SECTION


Granular backfill

50 thick insulation

Insulation Width

Excavation Width

( ) ( )

( ) ( )

( )( )

CROSS SECTION


Granular backfill

50 thick insulation

( ) ( )

( ) ( )

( )( )

-Use in existing grade

Excavation

3 000

300

300

-Use in new grade

Limit of excavation

Limit of excavation

and rounded up to nearest increment of 2ft. (610) widths.

- Insulation shall project a min. 450 each side of culvert (for frost protection)

- Excavation width at the base shall be a min. 1 000 to 1 500 on each side of box culvert

CROSS SECTION

1:1

6:1

to MB Workplace Health and Safety requirements.

- Excavation thru any existing grade (P.R. or P.T.H.) shall conform

1:1

of (DATE)

groundline as

Approx. existing

1:11:1

1:1

Culvert

of

|

site (min. 300)

to be determined for each

Upper limit of granular backfill

Culvert

of

|

site (min. 300)

to be determined for each

Upper limit of granular backfill

placed by Culvert Contractor.

Granular backfill to be supplied and

placed by Culvert Contractor.

Granular backfill to be supplied and

with last 1 m vertical face.

is reached and then 6:1 for 1 m in height

slopes until 2 m in remaining vertical height

- Vertical face for bottom 1 m with 1:1 side

6:1

1:1

April 2014

1 000

1 000

1 000

DETAIL DESCRIPTION

LOCATION

SITE No. DATE



granular backfill

300 thick compacted

50 thick insulation


DETAIL "A"

NOTES:

Scale 1 : 1

3. Working base shall be lean mix concrete 75 mm thick.

all joints poly-vinyl taped.

c) Insulation shall be completely enclosed in 6 mil. polyethylene with

with staggered joints.

b) Insulation shall be 50 mm thick extruded polystyrene placed

in DETAIL "A"

headwalls and shall extend vertically behind cut off wall as shown

a) Insulation shall be placed under all working base concrete including

2. Insulation shall be supplied and placed by Culvert Contractor as follows:

1. Granular backfill shall be used within minimum limits as shown on "CROSS SECTION".

April 2014 2.3.6

NOTES, DETAIL "A"

GENERAL ELEVATIONDETAIL DESCRIPTION

LOCATION

SITE No. DATE



Proposed cofferdam

Proposed sediment barrier

& limits of construction and access area

Limits of laydown, staging and access areas

DETAIL DESCRIPTION

LOCATION

SITE No. DATE



SITE PLAN

SITE AND EROSION CONTROL DETAILS

(as req’d)

- show roadway centreline and width

- show river/stream centreline

- show right of way limits

- show limits of construction area

- show proposed silt barrier location

- show extent of rip rap

- overlay contour plan if available

- proposed structure outline

Place Plan of site and include the minimum of the following:

Place any revelant notes as it pertains to

the placement of silt barriers and or cofferdams

for the Contractor to follow.

May 2014 2.4.1

SITE PLAN

LEGEND

NOTES

AA

B BCC

(see

Details)

Constr

uction joints

Head

wall

of

|

25 cha

mfer

100 cha

mfer

NO

RT

HS

OUT

H

Fillet

150 x 15

0

( )

( )

( ) ( )

( )

( )

( )

( ) : 1

( ) : 1

( )

( )

( )

( )

( )

Must allo

w tie back slab

reinforcing to proje

ct to

front fa

ce of

head

wall.

EN

D ELE

VATIO

N

rip-rap

Top of

2.5.3

CONCRETE DETAILS

END ELEVATION

outside fa

ce of

head

wall o

nly

Use 19 x 50 form

board on

April 2014

500 belo

w grade

300 above grade

800

min.

DETAIL DESCRIPTION

LOCATION

SITE No. DATE



CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS

CONCRETE DETAILS

Culvert

of

|

constr. joints)

(Betw

een

CROSS SECTION

150

150

90

Construction joint

Construction joints

EXTERIOR WALLS

JOINT AT TOP OF

INTERIOR WALLS

JOINT AT TOP OF

EXTERIOR WALLS

JOINT AT BOTTOM OF

INTERIOR WALLS

JOINT AT BOTTOM OF

DETAILS OF CONSTRUCTION JOINTSScale 1 : 20

( )

( )

( )

( )

( )

( )

( )

( )

( )( )

( ) ( )

( )( ) ( )( )

at tieback slabs

6 layers of reinforcing steel

300 thick min. to accept

Top & bottom slabs must be

(see Details)

Construction joints

form board (tapered sides)

Construction key, use 38 x 89

38 x 89 Key (typical)

150 (typical)

to accommodate concrete placement

All walls to be 300 mm thick min.

April 2014

( )

DETAIL DESCRIPTION

LOCATION

SITE No. DATE


Water Management and Structures2.5.6

September 2019

DETAIL DESCRIPTION

LOCATION

SITE No. DATE

DETAIL No.


Infrastructure

Scale 1 : ( )

PART PLAN "A"

( )

PART PLAN "B"

( )

Bars M

k.Bars M

k.

( )

( )

( )

( )

Bars M

k. ( )

( )

( ) = ( )

( ) spaces @ ( )

Bars Mk. ( )

= ( )

( ) spaces @ ( )

Scale 1 : ( )

Bars M

k. ( )

( )

( )

( )

( )

( )

Bars Mk. ( )

barrel steel

spaced same as

( )

( )

600 approx.

600 approx.

( )

1 500 approx.

D

D

( )

DETAILS PART PLAN A & B SLAB REINFORCING

2.6.4

...\(s) headwall reinforcing.dgn 2009-12-10 1:53:19 PM

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CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT (SKEW …