CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT ...CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT (NO SKEW) INDEX ISSUE TITLE DETAIL DESCRIPTION DETAIL No. DATE GENERAL LEGEND 1.1.1 NOV,

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT

(NO SKEW)

INDEX ISSUE

TITLE DETAIL DESCRIPTION DETAIL No. DATE

GENERAL LEGEND 1.1.1 NOV, 2007 ABBREVIATIONS 1.1.2 NOV, 2007

COVER SHEET TYPICAL LAYOUT 1.2.1 OCT, 2019 DESIGN DATA 1.2.2 OCT, 2019 LEGEND 1.2.3 SEPT, 2019 SURVEY CONTROL 1.2.4 SEPT, 2019

GENERAL ELEVATION TYPICAL LAYOUT 1.3.1 APRIL, 2014 BORING LOG 1.3.2 APRIL, 2014 LONGITUDINAL SECTION 1.3.3 NOV, 2018 PLAN 1.3.4 NOV, 2007 CROSS SECTION 1.3.5 APRIL, 2014 NOTES, DETAIL “A” 1.3.6 APRIL, 2014 TITLE BOX 1.3.7 NOV, 2007

EROSION CONTROL SITE PLAN 1.4.1 SEPT, 2019

CONCRETE DETAILS TYPICAL LAYOUT 1.5.1 NOV, 2007 SIDE ELEVATION 1.5.2 NOV, 2007 END ELEVATION 1.5.3 APRIL, 2014 SECTION A-A 1.5.4 NOV, 2007 SECTION B-B & C-C 1.5.5 NOV, 2007 CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS 1.5.6 APRIL, 2014 NOTES, POURING SCHEDULE 1.5.7 NOV, 2007

SLAB REINFORCING TYPICAL LAYOUT 1.6.1 NOV, 2007 DETAILS PLAN 1.6.2 NOV, 2007

PLAN 1.6.3 NOV, 2007 PLAN OF TIEBACK SLAB 1.6.4 SEPT, 2019 SECTION D-D 1.6.5 NOV, 2007

WALL REINFORCING TYPICAL LAYOUT 1.7.1 NOV, 2007 DETAILS ELEVATION 1.7.2 NOV, 2007

ELEVATION 1.7.3 NOV, 2007 ELEVATION 1.7.4 NOV, 2007 SECTION E-E & F-F 1.7.5 NOV, 2007

HEADWALL REINFORCING TYPICAL LAYOUT 1.8.1 NOV, 2007 DETAILS ELEVATION 1.8.2 NOV, 2007

ELEVATION 1.8.3 NOV, 2007 SECTION H-H 1.8.4 NOV, 2007 SECTION G-G 1.8.5 NOV, 2007 BILL OF REINFORCING STEEL 1.8.6 NOV, 2007

SHEET LEGEND

1.2.3

LEGENDCOVER SHEET

SIDE SLOPES

ROADWAY WIDTH WITH SHOULDERS &

R.M. OF

BOX CULVERT

REINFORCED CONCRETETriple

Double or

Single

x

OUT TO OUT OF HEADWALLS

LOCATION

ROADWAY WIDTH

LENGTH

TYPE

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

September 2019

REINFORCING DETAILS

HEADWALL REINFORCING DETAILS

WALL REINFORCING DETAILS

SLAB REINFORCING DETAILS

CONCRETE DETAILS

SITE AND EROSION CONTROL PLAN

GENERAL ELEVATION

COVER SHEET

8.

7.

6.

5.

4.

3.

2.

1.

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 1.2.4

SURVEY CONTROLCOVER SHEET

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

April 2014

LOC:6.4mN. & 3.5mE.of CL of Ex.Conc.Culv

N. of NE1/4 SEC.2, TWP.13, RGE.7E

PTH 44, BACHMAN DRAIN, RM BROKENHEAD

DRILL - 6" HOLLOW STEM POWER AUGER

WATER LEVEL -

BOREHOLE NO:

PROJECT NO: 2251-01

ELEVATION: 240.9 m

BH-1

COMPLETION DEPTH: 7.7 m

COMPLETE: 07/20/76

LOGGED BY: LP

REVIEWED BY: JU & TS

Fig. No: PAGE 175 Page 1 of 100/02/10 09:40AM (CIVIL10)

240.0

239.0

238.0

237.0

236.0

235.0

234.0

233.0

232.0

231.0

ELE

VATIO

N(m

)

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

DEPT

H(m

)

SOIL S

YM

BO

L

US

C

SA

MPLE T

YPE

SA

MPLE

NO

GW

CI

CI S-1

P-2

CH

T-334

S-3

T-335

T-336

CI

T-337

ML

S-4

RD. FILL - GRAVEL, well graded with sand

Elev.240.3m

RD. FILL - CLAY, med. plastic, silty,

brownish

Elev.239.7m

CLAY, med. plastic, silty, tr. organic

fibres, tr. light brown CL lenses, tr.

sulphates, firm, dk. brown

1.8m - 2.4m, num. layers & lenses of sand

& silt, pkt. oxidized sand, light brown

Elev.238.5m

CLAY, high plastic, silty, tr. sulphates

2.4m - 2.7m, firm, greyish brown, tr.

organic fibres, some lenses & layers white

sand

2.7m - 5.7m, firm, dk. brown

3.0m - 3.5m, tr. mottled layers grayish

white sand & silt

3.6m - 4.1m, with CL pkts.

4.5m - 5.0m, num. light brown silt pkts. &

some sand pkts.

Elev.235.2m

TILL - CLAY, med. plastic, silty, some

gravel, sandy, tr. sulphates, silt pkts.,

firm, grey

Elev.233.7m

TILL - SILT, low plastic, some gravel,

sandy, tr. sulphates, hard, grey

Elev.233.2m

END OF TESTHOLE AT D=7.7m

Water entered Testhole at D=7.5m

At D=7.5m, N>200

SOIL

DESCRIPTION20 40 60 80

PLASTIC M.C. LIQUID

100 200 300 400

POCKET PENETROMETER, kPa

SPT(N)

5

6

200

Qu,k

Pa

67

114

136

56

56

93

164

134

"in-situ" vane,k

Pa

54

re

moulded vane,k

Pa

18

SAMPLE TYPE SHELBY TUBE DISTURBED SPT A-CASING NO RECOVERY CORE

Surface

LONGITUDINAL SECTION

PLANDETAIL ’A’

CROSS SECTION

or WEST

NORTH

or EAST

SOUTH

BORING LOGS

( )( )

( )( )( )( )

( )

( )

( )

( ) ( )

( )( )

( )

( ) ( )

( )

( )( )( )( )

( )( )

( )

( )

NOTES - re Boring Logs

EDGE TREATMENT

RIP RAP DETAILS

FLOW

OVERLAPPING DETAILS

1.3.1

TYPICAL LAYOUT

GENERAL ELEVATION

Infrastructure and TransportationManitoba

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

DETAIL DESCRIPTION

LOCATION

SITE No. DATE

DETAIL No.Infrastructure and Transportation


April 2014

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.

NOTES - re Boring Logs

Surface

Infrastructure and TransportationManitoba

1.3.2

BORING LOG

GENERAL ELEVATION

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

DETAIL DESCRIPTION

LOCATION

SITE No. DATE



April 2014


Infrastructure

RIP

RAP

DET

AIL

S

500

300

45°

NO

TES :

Geote

xtile

2.

Geote

xtile shall b

e placed under all rip rap, overlapping 600

mm in direction of flo

w.

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)

Class (3

50) rip rap

(450) thick

( )

75 thick working base

50 thick insulation

300 thick granular backfill

LO

NGIT

UDIN

AL SE

CTIO

N

Existing groundlin

e as of (D

ATE)

or E

AST

S

OUT

H

or

WEST

N

ORT

H

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

( )

( )

( )

( )

( )

FL

OW

2%

4%

2%

4%

Road

way

Proposed

of

|

( ) m

Invert

Elev.

( ) m

Invert

Elev.

FL

OW

600

N.T.S.

DET

AIL 'A'

:1

:1

oth

erwise

unless note

d

Typ.

Elev. ( ) m

Final pave

ment

OV

ERL

APPIN

G

DET

AIL

S

( )

( )

Geote

xtile

Geote

xtile

ED

GE T

RE

AT

ME

NT

Culvert

Contractor

performed by oth

er th

an

of rip-rap

will b

e

Make a note if placing

1.3.3LONGITUDINAL SECTION

GENERAL ELEVATION

(date)

HW

L ( ) m

Class (3

50) rip-rap

(450) thick

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:

April 2014

1:11:1

1:1

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


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

1.3.5

GENERAL ELEVATION

CROSS SECTION

1 000

1 000

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

1 000

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

6:1

1:1

DETAIL DESCRIPTION

LOCATION

SITE No. DATE



April 2014

granular backfill

300 thick compacted

50 thick insulation


Scale 1 : 20

DETAIL "A"

NOTES:

50 thick insulation


Scale 1 : 20

DETAIL "A"

NOTES:

1.3.6

NOTES, DETAIL "A"

GENERAL ELEVATION

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".

DETAIL 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 1.4.1

SITE PLAN

LEGEND

NOTES

AA

B BCC

EN

D ELE

VATIO

N

( )

( )

( )( )( )

( )

( )

( )

( )

Head

wall

of

|

(see

Details)

Constr

uction joints

head

wall

front fa

ce of

to proje

ct to

back slab reinf.

Must allo

w tie

100 cha

mfer

25 cha

mfer

Round corners

: 1

: 1

( )

( )

( )

Class (3

50) rip-rap

(450) thick

1.5.3

END ELEVATION

CONCRETE DETAILS

500 belo

w grade

300 above grade

800

min.

face of

head

wall only

board on outside

Use 19 x 50 form

April 2014

DETAIL DESCRIPTION

LOCATION

SITE No. DATE



Culvert

of

|

constr. joints)

(Betw

een150 (Typical)

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 JOINTS

( )

( )

( )

( )

( )

( )

( )

( )

( )( )

( ) ( )

( )( ) ( )( )

at tieback slabs

6 layers of reinforcing steel

300 thick min. to accept

Top & bottom slabs must be

(see Details)

Construction joints

Scale 1 : 2

1.5.6

CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS

CONCRETE DETAILS

38 x 89 Key (typical)

form board (tapered sides)

Construction key, use 38 x 89

( )

April 2014

to accommodate concrete placement

All walls to be 300 mm thick min.

DETAIL DESCRIPTION

LOCATION

SITE No. DATE



...\headwall reinforcing.dgn 2009-12-10 1:35:00 PM

rc box details 100 INDEX 2004 ISSUETITLE DETAIL DESCRIPTION DETAIL No. DATE GENERAL LEGEND 1.1.1 NOV, 2007ABBREVIATIONS 1.1.2 NOV, 2007COVER SHEET TYPICAL LAYOUT 1.2.1 NOV, 2007DESIGN DATA 1.2.2 NOV, 2007LEGEND 1.2.3 NOV, 2007GENERAL ELEVATION TYPICAL LAYOUT 1.3.1 NOV, 2007BORING LOG 1.3.2 NOV, 2007LONGITUDINAL SECTION 1.3.3 NOV, 2007PLAN 1.3.4 NOV, 2007CROSS SECTION 1.3.5 NOV, 2007NOTES, DETAIL “A” 1.3.6 NOV, 2007TITLE BOX 1.3.7 NOV, 2007EROSION CONTROL TYPICAL LAYOUT 1.4. NOV, 2007CONCRETE DETAILS TYPICAL LAYOUT 1.5.1 NOV, 2007SIDE ELEVATION 1.5.2 NOV, 2007END ELEVATION 1.5.3 NOV, 2007 SECTION A-A 1.5.4 NOV, 2007SECTION B-B & C-C 1.5.5 NOV, 2007CROSS SECTION, DETAILS OF CONSTRUCTION JOINTS 1.5.6 NOV, 2007NOTES, POURING SCHEDULE 1.5.7 NOV, 2007SLAB REINFORCING TYPICAL LAYOUT 1.6.1 NOV, 2007DETAILS PLAN 1.6.2 NOV, 2007PLAN 1.6.3 NOV, 2007PLAN OF TIEBACK SLAB 1.6.4 NOV, 2007SECTION D-D 1.6.5 NOV, 2007

rc box details 111 Legendrc box details 112 Abbreviationsrc box details 121 Cover sheet layoutrc box details 122 Design datarc box details 123 Legendrc box details 124 survey controlrc box details 131 typical layoutrc box details 132 boring logrc box details 133 longitudinal sectionrc box details 134 planrc box details 135 cross section detailsrc box details 136 notes detailsrc box details 137 title boxrc box details 141_Site planrc box details 151 typical layoutrc box details 152 side elevationrc box details 153 end elevationrc box details 154 section aarc box details 155 section bb ccrc box details 156 cross section details construction jointsrc box details 157 notes pouring schedulerc box details 161 detailsrc box details 162 details planrc box details 163 planrc box details 164 detail plan of tieback slabrc box details 165 details section ddrc box details 171 reinforcing detailsrc box details 172 elevation detailsrc box details 174 elevation detailsrc box details 175 details section ee and ffrc box details 181 typical layoutrc box details 182 elevationrc box details 183 elevationrc box details 184 details section hhrc box details 185 details section ggrc box details 186 bill of reinforcing steel

Documents

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT ...CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT (NO SKEW) INDEX ISSUE TITLE DETAIL DESCRIPTION DETAIL No. DATE GENERAL LEGEND 1.1.1 NOV,