AG-64R4-S-13-0017AY_Construction_of_Low_Water_Crossing_-_Plans.pdf

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Typical Sections

Standards And Details

DESCRIPTION

INDEX TO SHEETS

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

9 MO

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Project Manager Lead Designer

Know what’sbelow.

before you dig.Call

R

U.S. Department of Transportation

Administration

Federal Highway

SHEET

NO

N

WASHINGTON COUNTY, MISSOURI

Ramesh Kotadia Thang Nguyen

MO PFH 059-1(001)U.S. DEPARTMENT OF AGRICULTURE

JULY, 2012

Coordinate Geometry Points

Box Culvert Layout

(curve delta or deflection)

Curve total angle

ADTAverage daily traffic

D, or dia.Diameter

VDesign speed

DHV Design hourly volume

(simple curve)

LLength of curve lt., Lt. or LTLeft min.Minimum max.Maximum

PTPoint of tangent

PIPoint of intersection

PCPoint of curve vphVehicle per hour

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ROAD:

WIDTH TYPE

SURFACE

BASE

ROADBED

ADT (2012)

ADT (2017)

DHV

D

V (MPH)

50/50

SPECIFICATIONS:

DESIGN DESIGNATION:

e(max)

C/A None

<100

Brazil Road (Co Rd 657)

N/A

10%%Truck and Bus

Aggregate Base

N/A

2011 Missouri Standard Specifications For Highway Construction

PLANS PREPARED BY:

5-6

Drainage Cross Sections typ. or Typ.Typical

Off.Offset

Water flow directionConcrete box culverts

PROJECT MO PFH 059-1(001)

18’ at Courtois Creek

16’ at Town Branch approaches, 8"

Box culverts concrete

18’ at Courtois Creek

16’ at Town Branch

330’ (Schedule A) and 500’ (Schedule B)

Staff Officer for Engineer and Environmental Documents.

Location and design of this project is consistent with the approved Forest Plan

Temporary Traffic Control Plan

7-8

9-11 Tabulation of Quantities and Sign Schedules

14-15

16-17

21-22

1-2 Title Sheet and Location Map

Permanent Signing Plan

3-4

Survey Information

12-13

19-20

24-47

PROJECT MO PFH 059-1(001)

Plans And Profiles elev. or Elev.Elevation

P/L P/L

Concrete Structure and Cut-off Wall Profiles

PLANS FOR PROPOSED

U.S. FOREST SERVICE

MARK TWAIN NATIONAL FOREST

PROJECT MO PFH 059-1(001)

ON BRAZIL ROAD

TOWN BRANCH (SCHEDULE A) AND COURTOIS CREEK (SCHEDULE B)

RECONSTRUCTION OF LOW-WATER CROSSING AT Erosion & Sediment Control Narrative and Plan

Construction limits

SYMBOLS and ABBREVIATIONS

Or call Missouri One Call System at

1-800-DIG-RITE (344-7483), or Internet

Ticketing at at http://www/mo1call.com

3 working days prior to digging.

BBaseline L

Rt., rt.or RTRight

Property line (existing)

SF

Rock Ditch Check

Straw bale silt fence with Debris Deflection Walls with Wingwalls

STATE OF MISSOURI

KEY MAP

0 100 200

SCALE IN MILES

N

KANSAS CITY

JOPLIN

SPRINGFIELD

ST LOUIS

JEFFERSON CITY

COLUMBIA

MISS

OURI

R

IV

E R

R I V

E R

M

IS

S

IS

S

IPPI

M

IS

S

IS

S

IP

P I

R

IV

E R

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

slope, rock riprap, grading, and other miscellaneous work.

replacing concrete surface at approaches, concrete fill culverts, construction of reinforced concrete box culverts, This work includes the removal of existing box/pipe considering safety, cost, and management area direction.

Design criteria has been coordinated and approved. It reflects the intended use

Forest Supervisor

District Ranger

Regional Director of Engineer

Date

Date

Date

Date

DateRegional Bridge Engineer

TOWN BRANCH

COURTOIS CREEK

SCALE IN FEET

10000 2000

Notes:

1.

2.

N

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

Hazel Creek Bridge

ROAD WORK

END

AHEAD

CLOSED

ROAD

ROAD CLOSED

TO

THRU TRAFFIC

AHEAD

CLOSED

ROAD

TOWN BRANCH

CONTROL PLAN

TEMPORARY TRAFFIC

ROAD WORK

END

4.

Type III movable barricade

R11-2

R11-4

G20-2

G20-3

R11-4

G20-2

G20-3

Symbols:

Temporary traffic control sign

Limits of work

AHEAD

CLOSED

ROAD

G20-3 times during the construction.

Maintain access to the Palmer Cemetery at all over the Hazel Creek Bridge.

Do not exceed the gross weight limit of 15 tons the engineer.

be changed to fit field conditions as directed by Final locations for traffic control devices may construction work.

Erect advance warning signs before starting

3.

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

SCALE IN FEET

10000 2000

Notes:

1.

2.

N

Hazel Creek Bridge

ROAD WORK

END

AHEAD

CLOSED

ROAD

COURTOIS CREEK

CONTROL PLAN

TEMPORARY TRAFFIC

AHEAD

CLOSED

ROAD

ROAD WORK

END

G20-2

G20-2

G20-3

G20-3

4.

ROAD

CLOSED

Type III movable barricade

R11-2

Symbols:

Temporary traffic control sign

Limits of work at all times during the construction.

Maintain access to the private property entrance over the Hazel Creek Bridge.

Do not exceed the gross weight limit of 15 tons the engineer.

be changed to fit field conditions as directed by Final locations for traffic control devices may construction work.

Erect advance warning signs before starting

3.

entrance Private property

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

T O

W N B

R A

N C

H

TOWN BRANCH

SURVEY INFORMATION

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

Geoid Model : GEOID09

Ellipsoid Name : Geodetic Ref System 1980

Vert. Datum : NAVD 1988

Hor. Datum : NAD 1983 (Conus)

Zone : Missouri East 2401

Coordinate System : US State Plane 1983

PROJECT COORDINATE SYSTEM

676581.356

676953.362

676527.378

676283.880

EASTING

885.166

896.225

884.695

891.043

ELEV.

NAIL

TBAR

TBAR

TYPE

730794.437

730759.119

730713.297

730676.860

NORTHING

NAME

PROJECT CONTROL POINTS

Symbols

TBAR 4201

NAIL

TBAR 4202

TBAR 4203

31.34’

.2

E 676706.40

N 730718.84

204+83

END WORK

E 676375.70

N 730680.51

201+50

BEGIN WORK

way, typ.

of traveled

Existing edge

Existing edge of water

Existing ditch

Existing fence

Survey staking point

SCALE IN FEET

0 25 50

Baseline

C O

U R T O

IS

C

R E E K

COURTOIS CREEK

SURVEY INFORMATION

TBAR 4051

PK 4050

Geoid Model : GEOID09

Ellipsoid Name : Geodetic Ref System 1980

Vert. Datum : NAVD 1988

Hor. Datum : NAD 1983 (Conus)

Zone : Missouri East 2401

Coordinate System : US State Plane 1983

PROJECT COORDINATE SYSTEM

PROJECT CONTROL POINTS

NAME

732330.747

732370.966

NORTHING

659570.396

659358.435

EASTING

802.517

799.049

ELEV.

PK

TYPE

E 659638.49

N 732286.00

11+00

END WORK

E 659157.09

N 732401.35

6+00

BEGIN WORK

Symbols

Existing edge of water

Existing ditch

Existing fence

Survey staking point

SCALE IN FEET

0 25 50 way, typ.

of traveled

Existing edge

C H

A N

D L E

R C

U L

R E

E

C H

R I S J

U D I T

H H

A R

M O

N

O W

N E

D B

Y U

S F S

O W

N E

D B

Y U

S F S

Baseline5

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

NOT TO SCALE

Notes:

1.

B L

Varies

Type 7 Aggregate, varies 0" to 18" note 1

See backfill with Type 7 Aggregate

Remove existing roadway material (6" depth), 5’ 5’

Proposed pavement structure:

Traveled way, 16’

203+70.00 to 204+83.00

201+50.00 to 202+35.00

GRAVEL SURFACE SECTION

B L

Concrete approach pavement, 8"

Proposed pavement structure:

5’

3’ - 9’ Varies

6’ typ.

Concrete fill slope, 8" typ.

Concrete cut-off wall, 8" typ.

Riprap Rock, Class 3 typ.

Traveled way, 16’

-2%

Type 7 Aggregate, varies 2" to 8"

5’

203+35.00 to 203+70.00

202+35.00 to 202+57.00

CONCRETE APPROACH PAVEMENT SECTION

B L

Concrete approach pavement, 8"

Proposed pavement structure:

Concrete cut-off wall, 8" typ.

Riprap Rock, Class 3 typ.

-2%

Type 7 Aggregate, varies 6" to 12"

Type 7 Aggregate pavement (6" depth), backfill with

Remove existing concrete approach

203+00.00 to 203+35.00

202+57.00 to 202+84.00

CONCRETE APPROACH PAVEMENT SECTION

backfill with Type 7 Aggregate

Remove existing roadway material (6" depth), 3.

4.

5.

2.

5’

6’ typ. Traveled way, 16’

3’ - 9’ Varies

Symbols:

ty p.1V:

2H ty p.1V:

2H ty p

5’ ty p

Separation geotextile, typ.

Separation geotextile, typ.

ground

Existing ground

Existing ground

Existing

Concrete curb, typ.

Concrete fill slope, 8" typ.

Concrete curb, typ.

TOWN BRANCH

TYPICAL SECTIONS

Riprap Rock

Existing concrete pavement structure or pavement

Proposed concrete

Construction Limits

Construction Limits

Construction Limits

Proposed profile grade Proposed profile grade

Proposed profile grade

Construct curbs 8 feet long with 1-foot gaps.

Pavement Report submitted by FHWA

Geotechnical Report submitted by FHWA

See the following documents for additional information:

drainage and stability.

ratio may be adjusted by the engineer to assure adequate

Roadway gradient, width, excavation, and embankment slope

Concrete Structure Profiles sheet for more details.

elevations as shown on the plans, whichever is deeper. See feet below the bottom elevation of riprap or to the

Construct bottom of cut-off walls at a minimum depth of 3 transition

See Plan & Profile sheets for limits of superelevation and

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

NOT TO SCALE

Notes:

B L

Concrete approach pavement, 8"

Proposed pavement structure:

1.

Traveled way, 18’

Riprap Rock, Class 3 typ.

typ

1V:2 H -0.5%

B L

Proposed pavement structure:

Traveled way, 18’3’ - 10’ Varies

2’ - 6’ Varies

See note 1

1’ typ.

Concrete cut-off wall, typ.

typ.

1V:4

H 5’5’

Type 7 Aggregate, varies 0" to 4" backfill with Type 7 Aggregate

Remove existing concrete approach pavement (6" depth), Type 7 Aggregate, varies 0" to 8"

7+17.00 to 7+45.00

GRAVEL SURFACE SECTION

B L

Concrete approach pavement, 8"

Proposed pavement structure:

3’ - 10’ Varies

Separation geotextile, typ.

Riprap Rock, Class 3 typ. typ

1V:2 H -0.5%

B L

Proposed pavement structure:

1’ typ.

5’

Concrete cut-off wall, typ.

5’ 5’

8+67.00 to 9+18.00

7+45.00 to 8+27.00

CONCRETE APPROACH PAVEMENT SECTION

backfill with Type 7 Aggregate

Remove existing concrete approach pavement (6" depth), Type 7 Aggregate, varies 0" to 12" backfill with Type 7 Aggregate

Remove existing roadway material (6" depth), Traveled way, 18’

9+35.00 to 11+00.00

6+00.00 to 7+17.00

GRAVEL SURFACE SECTION

note 1

See typ.

1V:4H

Type 7 Aggregate, varies 0" to 10"

9+18.00 to 9+35.00

CONCRETE APPROACH PAVEMENT SECTION

backfill with Type 7 Aggregate

Remove existing roadway material (6" depth), Traveled way, 18’

2’ - 6’ Varies

5’

5’

2.

3.

4.

5.

ty p

5’ ty p

Symbols:

ground Existing ground Existing ground

Existing ground

Existing

Concrete curb, typ. Concrete curb, typ.

COURTOIS CREEK

TYPICAL SECTIONSRiprap Rock

Existing concrete pavement structure or pavement

Proposed concrete

Proposed profile grade Proposed profile grade

Proposed profile grade

Construction Limits

Construction Limits

Construction LimitsConstruction Limits

Proposed profile grade typ.

geotextile, Separation

Construct curbs 8 feet long with 1-foot gaps.

Pavement Report submitted by FHWA

Geotechnical Report submitted by FHWA

See the following documents for additional information:

drainage and stability.

ratio may be adjusted by the engineer to assure adequate

Roadway gradient, width, excavation, and embankment slope

Cut-Off Wall Profiles sheet for more details.

elevations as shown on the plans, whichever is deeper. See feet below the bottom elevation of riprap or to the

Construct bottom of cut-off walls at a minimum depth of 3 transition.

See Plan & Profile sheets for limits of superelevation and

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

TABULATION OF QUANTITIES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

SCHEDULES

CONSTRUCTION SIGNING

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

SCHEDULES

PERMANENT SIGNING

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

PLAN & PROFILE

PLAN & PROFILE

Construction Limits, typ.

P O

T

.0

P C

.0

P T

.1

P C

.3

P T

.3

P O

T

.3

P R

O J E

C T

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

V P I

E L

.2

-5.321%

-1.609%

40’ VC

K = 11

V P I

E L

.5

20’ VC

K = 12

V P I

E L

.5

20’ VC

K = 12

V P I

E L

.2

+1.609

-0.156%

40’ VC

K = 23

SSD = 631’

V P I

E L

.1

+0.886%40’ VC

K = 38

.5

E

L

.4

E

L

0.000% e= match existing e= match existing

204+83

201+50 e= -0.5% Rt.e= -0.5% Rt.

203+70202+35

D

PI 201+84.61

Curve = TWNBR-1

R = 1,000.00’

T = 23.57’

L = 47.13’

Curve

= TWNBR-1

Curve = TWNBR-2

TBAR

NAIL

D

PI 204+33.35

Curve = TWNBR-2

R = 1,000.00’

T = 26.96’

L = 53.91’

Symbols

Notes:

1.

SCALE IN FEET

0 25 50

N

Baseline

Transition-0.5% Rt.Transition

E 676375.70

N 730680.51

201+50

BEGIN WORK

201+50

BEGIN WORK

204+83

END WORK

E 676706.40

N 730718.84

204+83

END WORK

Existing edge of traveled way, typ.

TBAR 4202

at Baseline Existing ground

T O

W N B

R A

N C

H

2.

3.

directed by the engineer.

concrete removals will be determined in the field or pavement shown here are approximate. Actual limits of Limits of removal of existing concrete structures and directed by the engineer.

Limits of work may be changed to fit field conditions as beginning the work.

construction to the engineer for approval prior to Submit the proposed method of temporary diversion channel traveled way, typ.

Proposed edge of with 1-foot gap, typ.

curb, 8 feet long Construct concrete

Class 3, typ.

Install Riprap Rock, Existing culvert to be removed

Concrete curb, 8 feet long with 1-foot gap

Existing edge of water

Existing ditch

Install Riprap Rock, Class 3

(202+35 to 203+70)

Proposed concrete structure or pavement pavement (202+57 to 203+35)

Removal of existing concrete structure or grade profile Proposed

Layout sheet for more details.

Cross Section sheet. See Box Culvert 2’ in the ground as shown on Drainage box culverts (with wingwalls) embedded 6’ span x 5’ height reinforced concrete Remove existing culverts. Construct 2 @

Layout sheet for more details.

Cross Section sheet. See Box Culvert 2’ in the ground as shown on Drainage box culverts (with wingwalls) embedded 6’ span x 5’ height reinforced concrete Remove existing culverts. Construct 2 @

SP

SP

P R

C

.5

P T

.1

P C

.3

P T

.6

P C

.7

P T

.9

P O

T

.0

P R

O J E

C T

S F

H M

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1) p r o j d e v C

A D

D D

-M

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F H -1 (0

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:5

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

V P I

E L

.1

-0.020%

-2.060%

100’ VC

K = 49

SSD = 579’

V P I

E L

.5

40’ VC

K = 19

V P I

E L

.5

+1.675

40’ VC

K = 24

.1

E

L

.8

E

L

0.000%

SCALE IN FEET

0 25 50

N

Baseline

Notes:

e= match existing e= match existingTransition-0.5% Lt.Transition

6+00 7+45 9+35 11+00

COURTOIS CREEK

PLAN & PROFILE

Existing ground at Baseline existing sign Remove and reset e= -0.5% Lt. e= -0.5% Lt.

Curve = COCR-3 Curve = COCR-4

COCR-5

Curve =

Curve = COCR-5

PI 9+45.85

R = 200.00’

T = 15.11’

L = 30.17’

D

Curve = COCR-4

PI 7+14.64

R = 200.00’

T = 27.31’

L = 54.28’

D

PI 5+65.49

R = 600.00’

T = 87.94’

L = 174.64’

D

Curve = COCR-3

Symbols

Proposed edge of traveled way, typ.

Existing edge of traveled way, typ.

limits, typ.

Construction

Proposed profile grade details See Box Culvert Layout sheet for more shown on Drainage Cross Section sheet.

walls) embedded 2 feet in the ground as concrete box culverts (with deflector 3 @ 12’ span x 6’ height reinforced Remove existing box culverts. Construct details See Box Culvert Layout sheet for more shown on Drainage Cross Section sheet.

walls) embedded 2 feet in the ground as concrete box culverts (with deflector 3 @ 12’ span x 6’ height reinforced Remove existing box culverts. Construct

TBAR

PK 4050

E 659157.09

N 732401.35

6+00

BEGIN WORK

E 659638.49

N 732286.00

11+00

END WORK

6+00

BEGIN WORK

C O

U R T O

IS

C

R E E K

2.

1.

3.

directed by the engineer.

concrete removals will be determined in the field or pavement shown here are approximate. Actual limits of Limits of removal of existing concrete structures and directed by the engineer.

Limits of work may be changed to fit field conditions as construction to the engineer for approval prior to beginning the work.

Submit the proposed method of temporary diversion channel

Existing culvert to be removed

Concrete curb, 8 feet long with 1-foot gap

Existing edge of water

Existing ditch

Install Riprap Rock, Class 3

(7+45 to 9+35)

Proposed concrete structure or pavement pavement (7+17 to 9+18)

Removal of existing concrete structure or

J U

D I T

H H

A R

M O

N

O W

N E

D B

Y C

H R I S

H

A N

D L E

R C

U L

R E

E

O W

N E

D B

Y

Class 3, typ.

Install Riprap Rock, with 1-foot gap, typ.

curb, 8 feet long Construct concrete

O W

N E

D B

Y U

S F S

O W

N E

D B

Y U

S F S

11+00

END WORK

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Notes:

Symbols:

LEFT

RIGHT

204+83

END WORK

201+50

BEGIN WORK

at off. 8.00 Lt.

Existing ground

T1

W1

T2

T8

T7

T3

W5

Toe of fill885.710.43202+50.00T2

Toe of fill885.710.43202+35.00T1

T1

W1

T2

W3

W4

T3

W6

T4

W5

W8

T6 at off. 8.00 Rt.

Existing ground

204+83

END WORK201+50

BEGIN WORK

T4

W2

W4

W3

T6

T5

W7

Toe of fill885.511.3203+50.00T7

Toe of fill885.511.3203+70.00T8

TOWN BRANCH

PROFILES

CONCRETE STRUCTURE

T5

Toe of fill884.512.74202+35.00T1

StructureElev.OffsetStationPoint

StructureElev.OffsetStationPoint

W8

Top of wingwall884.712.78203+13.53T6

Top of wingwall884.78.92203+02.78T5

Top of wingwall884.712.62202+85.80T3

Top of wingwall884.78.92202+88.96T4

W6

W2 W7

Toe of fill885.5011.25203+50.00T6

Top of wingwall883.611.92202+72.62T2

Top of wingwall883.68.92202+81.19T3

Top of wingwall883.6017.54203+01.79T5

Top of wingwall883.68.92202+95.01T4

Bottom of cut-off wall880.7310.43203+35.00W1

Bottom of cut-off wall880.1612.62202+85.80W2

Bottom of wingwall footing877.1612.62202+85.80W3

Bottom of wingwall footing877.168.92202+88.96W4

Bottom of wingwall footing877.168.92203+02.78W5

Bottom of wingwall footing877.1612.78203+13.53W6

Bottom of cut-off wall 880.212.78203+13.53W7

Bottom of cut-off wall880.511.3203+70.00W8

Bottom of cut-off wall879.4912.74203+35.00W1

Bottom of cut-off wall878.6011.92202+76.62W2

Bottom of wingwall footing877.088.92202+72.74W3

Bottom of wingwall footing877.088.92202+81.19W4

Bottom of wingwall footing877.088.92202+95.01W5

Bottom of wingwall footing877.0817.54203+01.79W6

Bottom of cut-off wall878.6011.25203+50.00W7

Bottom of cut-off wall880.5011.25203+70.00W8 elevations as shown on the plans, whichever is deeper.

feet below the bottom elevation of riprap or to the

Construct bottom of cut-off walls at a minimum depth of 3 conditions as approved by the engineer.

Final locations and elevations may be changed to fit field

Locations and elevations are outside edge of cut-off walls.

Layout sheet for more details)

(See Drainage Cross Section sheet and Box Culvert reinforced concrete box culverts with wingwalls.

Remove existing culverts. Construct 2 @ 6’ span x 5’ height

Layout sheet for more details)

(See Drainage Cross Section sheet and Box Culvert reinforced concrete box culverts with wingwalls.

Remove existing culverts. Construct 2 @ 6’ span x 5’ height

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

Box culvert bottom slab structure

Proposed concrete structure or pavement

Removal of existing concrete grade profile

Proposed grade profile

Proposed

Box culvert bottom slab

1.

2.

Wingwall, typ.

Wingwall, typ.

Curtain wall

Curtain wall

Notes:

Box culvert bottom slab

6+00

BEGIN WORK

11+00.00

END WORK

11+00.00

END WORK

6+00

BEGIN WORK

LEFT

Symbols:

RIGHT

elev. 800.54 off. 9.00 Lt.

7+45 elev. 794.50 off. 9.00 Lt.

7+45 elev. 800.38 off. 9.00 Lt.

9+35 elev. 800.38 off. 9.00 Rt.

9+35 elev. 800.54 off. 9.00 Rt.

7+45

Existing ground at off. 9.00 Lt.

Existing ground at off. 9.00 Rt.

8+80.10; off. 9.00 Lt.; elev. 794.50 grade profile

Proposed grade profile

Proposed

COURTOIS CREEK

CUT-OFF WALL PROFILES

elev. 794.50 off. 9.00 Lt.

8+09.05

8+29.05; off. 9.00 Lt.; elev. 789.64

8+29.05; off. 9.00 Lt.; elev. 789.64 8+67.76; off. 9.00 Lt.; elev. 789.64

8+78.43; off. 9.00 Lt.; elev. 789.64

9+35.00; off. 9.00 Lt.; elev. 794.50 elev. 794.50 off. 9.00 Rt.

7+45 elev. 794.50 off. 9.00 Rt.

8+09.05

8+16.94; off. 9.00 Rt.; elev. 789.55

8+25.60; off. 9.00 Rt.; elev. 789.55

8+75.76; off. 9.00 Rt.; elev. 789.55

8+64.98; off. 9.00 Rt.; elev. 789.55

Box culvert bottom slab

8+80.10; off. 9.00 Rt.; elev. 794.50

9+35.00; off. 9.00 Rt.; elev. 794.50

1.

2.

whichever is deeper.

elevations as shown on the plans, bottom elevation of riprap or to the minimum depth of 3 feet below the

Construct bottom of cut-off walls at a engineer.

field conditions as approved by the and elevations may be changed to fit edge of cut-off walls. Final locations

Locations and elevations are outside for more details)

Drainage Cross Section sheet and Box Culvert Layout sheet reinforced concrete box culverts with deflector walls. (See

Remove existing box culverts. Construct 3 @ 12’ span x 6’ height for more details)

Drainage Cross Section sheet and Box Culvert Layout sheet reinforced concrete box culverts with deflector walls. (See

Remove existing box culverts. Construct 3 @ 12’ span x 6’ height

Curtain wall

Curtain wall

M

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

cut-off wall

Proposed concrete structure or pavement

Removal of existing concrete

SCALE IN FEET

N

1.

Notes:

2.

T11

POINT OFFSET NORTHSTATION ELEVATION EAST

T01 730695.45 676424.18888.57

676473.83730701.90T02

676511.39730706.37886.54

676426.06730680.68888.53T11

676475.72730686.01886.86T12

676506.36730689.66886.46T13*

676526.56730708.18886.54T21*

676573.13730713.72887.06T22

676622.72730720.10887.21T23

676672.78730725.88887.25T24

886.94

* Measured at outside edge of exterior wall of box culvert

7.50 Lt.

8.00 Lt.

8.00 Lt.

7.39 Rt.

8.00 Rt.

8.00 Rt.

8.00 Lt.

8.00 Lt.

8.47 Lt.

9.25 Lt.

TOWN BRANCH

GEOMETRY POINTS

COORDINATE

T01

T02

T12 T13*

T03*

T31*

T32

T33

T34

T21* T22

T23 T24

E 676706.40

N 730718.84

204+83

END WORK

the traveled way at the beginning and ending work.

Match existing width, ground elevation, and cross slope of

Elevation points shown are at finished surface.

202+00

202+50

T03* 202+87.83

202+00

202+50

202+80.85

203+03.11

203+50

204+00

204+50

676521.53730691.46886.468.00 Rt.T31*

676575.02730697.83886.988.00 Rt.203+50T32

676624.72730703.33887.158.42 Rt.204+00T33

676674.15730707.56887.229.12 Rt.204+50T34

202+96.14

Symbols:

P R

O J E

C T

S F

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O -1 (0

1) p r o j d e v C

A D

D D

-M

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F H -1 (0

1) g r a d in g .d g n

:2

:3

P

M -J u l-

:2

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

E 676375.70

N 730680.51

201+50

BEGIN WORK

traveled way, typ.

Proposed edge of traveled way, typ.

Existing edge of

Existing edge of water

Existing ditch

Proposed pavement structure

Baseline

T O

W N B

R A

N

H

N

1.

Notes:

C01 C02

C03

C04

C05*

C22*

C23

C24

C25

C26

C11 C12

C13

C14

C15*

C36

C35

C34

C33

C32* the traveled way at the beginning and ending work.

Match existing width, ground elevation, and cross slope of

Elevation points shown are at finished surface.

2.

POINT OFFSET NORTHSTATION ELEVATION EAST

C01 6+50 732407.69 659206.91802.16

659257.37732409.437+00C02

659308.50732402.03801.077+50C03

659357.00732389.85800.46C04

659385.17732382.78800.45C05*

659207.25732392.04802.196+50C11

659256.73732392.55801.937+00C12

659304.12732384.57801.167+50C13

659352.60732372.35800.558+00C14

659377.61732372.35800.54C15*

801.87

8+00

8+29.05

8+25.77

* Measured at outside edge of exterior wall of box culvert

POINT OFFSET NORTHSTATION ELEVATION EAST

732377.14 659405.72800.45

659423.37732373.18C22*

659453.98732365.46800.54C23

659503.04732352.13801.26C24

659549.65732332.75802.08C25

659595.70732313.27802.90C26

659398.19732360.95800.54

659415.63732356.53800.54C32*

659449.59732348.00800.639+00C33

659497.05732335.32801.34C34

800.45

9+50

8+68.43

9+00

10+00

10+50

8+64.98

9+50

659589.22

659542.96732316.79

732297.80802.92

802.13

C36

C35 10+00

10+50

COURTOIS CREEK

GEOMETRY POINTS

COORDINATE

* Measured at outside edge of exterior wall of box culvert

7.34 Lt.

8.22 Lt.

9.00 Lt.

9.00 Lt.

9.00 Lt.

8.54 Lt.

9.00 Lt.

8.96 Lt.

9.00 Lt.

8.79 Lt.

8.62 Lt.8.31 Rt.

8.67 Rt.

9.00 Rt.

9.00 Rt.

9.00 Rt.

9.00 Rt.

9.00 Rt.

9.00 Rt.

8.53 Rt.

8.53 Rt.

8.16 Rt.

Symbols:

C21**

C31**

C21** 8+50.53

C31** 8+46.99

** Measured at center box culvert

Baseline

P R

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:2

:3

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

E 659638.49

N 732286.00

11+00

END WORK

E 659157.09

N 732401.35

6+00

BEGIN WORK

traveled way, typ.

Proposed edge of traveled way, typ.

Existing edge of

Existing edge of water

Existing ditch

Proposed pavement structure

C O

U R T O

IS

C

R E E K

BOX CULVERT LAYOUT

T O

W N B

R A

N C

H

N

SCALE IN FEET

0 10 20

N

Notes:

Edge of traveled way, typ.

2.

1.

Baseline

45°

60°

Edge of traveled way, typ.

Centerline reinforced concrete box culvert

Baseline

C O

U R

T O I S C

R E E

K

60°

45° concrete box culvert Centerline reinforced 3.

101°

4.

Wingwall, typ.

Elev. 793.59

Off. 20.79 Rt.

8+49.48

Elev. 793.59

Off. 20.79 Rt.

8+36.58 deflection walls.

Coordinate geometric points shown are measured at top end and center of debris

See Concrete Structure Profile for coordinate geometric points of wingwalls.

See Coordinate Geometry Points sheets for more detail of box culvert layouts.

by the engineer.

Final layout of box culverts may be changed to fit field conditions as approved structural size, length, and alignment.

Do not order culvert material until the engineer has accepted the final

5.

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

Concrete approach pavement

DRAINAGE CROSS SECTION

L B

TOWN BRANCH

2.

1.

Notes:

Varies, 10’ to 30’ 15’ rock riprap, class 3

Install 2 feet depth of

Symbols:

geotextile, typ.

Separation

Remove sediment deposition

Elev. = 880.83

Offset = 8.00Lt.

Invert In:

Elev. = 880.75

Offset = 8.00 Rt.

Invert Out: Existing ground separation geotextile layer wrapped with

12-inch granular bedding

Existing ground sheets for layout of wingwalls.

See Concrete Structure Profiles and Box Culvert Layout manner.

inverts to achieve positive drainage in an acceptable

Shape existing stream bed and rock riprap at culvert culverts to achieve proposed cross slope as shown.

Shape rock riprap on top of the bottom slab of concrete box

2.

grade profile

Proposed

Elev. = 882.83

Offset = 8.00Lt.

Flowline In:

Elev. = 882.75

Offset = 8.00 Rt.

Flowline Out:

Wingwall, typ.

Install Riprap Rock, Class 3 structure or pavement

Removal of existing concrete

889.42=100-year

887.95 =10-year

887.34=2-year

Water Surface Elevation:

See Box Culvert Layout Sheet

Approximate length = 16’ concrete box culverts

Construct 2 @ 6’ span x 5’ height reinforced

Remove existing pipe culverts (3 @ 18" dia.)

Orig. Grnd. = 885.23

Des. Grade = 886.5

202+85 to 202+99

P R

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1- J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

-0.5%

Curtain wall, typ.

-0.5% separation geotextile layer wrapped with 12-inch granular bedding

DRAINAGE CROSS SECTION

L B

Profile grade

805 805

Notes:

1.

2.

10’

Concrete approach pavement class 3

Install 2 feet depth of rock riprap, -0.5% geotextile, typ.

Separation

Existing ground

Symbols:

separation geotextile layer wrapped with

12-inch granular bedding

Existing ground 3.

-0.5%

Install Riprap Rock, Class 3 structure or pavement

Removal of existing concrete

808.06=100-year

804.47 =10-year

802.22=2-year

Water Surface Elevation:

10’

Approximate length = 18’ reinforced concrete box culverts

Construct 3 @ 12’ span x 6’ height x 4’ height) and pipe culvert (30" dia.)

Remove existing box culverts (2 @ 6’ span

Orig. Grnd. = 799.20

Des. Grade = 800.50

8+28 to 8+66 deflection wall to the engineer for approval.

Submit working drawings of details constructing debris layout of debris deflection walls.

See Cut-Off Wall Profiles and Box Culvert Layout sheets for manner.

inverts to achieve positive drainage in an acceptable

Shape existing stream bed and rock riprap at culvert culverts to achieve proposed cross slope as shown.

Shape rock riprap on top of the bottom slab of concrete box

4.

P R

O J E

C T

S F

H M

O -1 (0

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A D

D K

-M

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F H -1 (0

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:1

1- J u l-

:1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

Curtain wall, typ.

Elev. = 793.50

Offset = 8.97 Lt.

Invert Out:

Elev. = 793.59

Offset = 9.00 Rt.

Invert In:

Debris deflection wall with separation geotextile bedding layer wrapped 12-inch granular

Elev. = 795.59

Offset = 9.00 Rt.

Flowline In:

Elev. = 795.50

Offset = 8.97 Lt.

Flowline Out:

CONTROL NARRATIVE

EROSION & SEDIMENT

roadway.

culverts as called out in the Erosion and Sediment Control plans. Install filter berms in ditches along the

Apply intermediate controls during rough grading operations. Install silt fence in areas surrounding the

Phase II Intermediate Controls construction limits.

does not leave the project site. Perimeter controls include silt fence and/or other approved measures outside the

Prior to any clearing, grubbing, and excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

No new impervious surface will be created by the reconstructed roadway.

The receiving water are Courtois Creek and Town Branch.

areas of disturbance in this project is approximately 0.35 acres.

The disturbed areas at Courtois Creek and Town Branch are approximately 0.18 acre and 0.17 acre, respectively. The combined

Soil disturbing activities will include clearing and grubbing, temporary detour, and roadway grading.

concrete surface at approaches, concrete fill slope, rock rip rap, grading, and other miscellaneous work.

This work includes the removal of existing box/pipe culverts, installation of reinforced concrete box culverts, replacing

This project consists of the reconstruction of concrete low-water crossing on Courtois Creek and Town Branch of Brazil Road.

PROJECT DESCRIPTION

Response Center at 1-800-424-8802.

requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.

waste materials. Do not dispose of hazardous water materials into the on-site dumpsters. Dispose of

Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and

Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Regularly inspect and maintain all mechanized equipment used in or near surface water to prevent

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment- related compounds

Wash -water from concrete, paint, curing compounds, and other construction materials

The following discharges are prohibited:

PROHIBITED DISCHARGES

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Do not modify the type, size, or location of any control or practice without prior approval from the engineer

GENERAL GUIDELINES

Remove all other perimeter controls when directed by the engineer.

Remove silt fence only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.

where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent seeding and mulching to disturbed areas

Finish grading, place riprap, and apply permanent seeding and mulching to any remaining disturbed areas

After completion of roadway construction, do the following as directed by the engineer:

Phase III Final Construction / Stabilization areas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging stockpiles remaining in place longer than 14 days within 7 days.

Provide silt fence around all stockpiles excavated roadway material. Apply temporary seeding and mulching to culverts.

and are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed

Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade

Install inlet protection prior to diverting water through inlets.

runoff.

At the end of each day�s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent seeding and mulching to the finished slopes according to Section 806.

Apply temporary seeding and mulching in disturbed areas that will remain exposed for over 14 calendar days

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

replace split, torn, unraveled or slumping wattles.

Straw wattle inspect to ensure that rolls remain firmly in place and are not crushed or damaged. Repair or their rated capacity.

and for capacity. Immediately cease pumping and replace damaged filter bags, or bags that have reached

Filter bags check the filter bags daily during dewatering operations for punctures, tears, or other damage, it becomes about 0.5 ft deep at the fence.

becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when

Silt fence inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric during wet weather. Any damaged measures will be repaired or replaced by the end of the day.

erosion control measures once every 7 days and within 24 hours after a rain of 0.25 inches or more, and daily the details shown in the plans, and the individual permitting requirements. Check and maintain maintained according to Section 806 of the 2011 Missouri Standard Specifications for Highway Construction, Unless stated otherwise, all vegetated and structural erosion control practices shall be constructed and

MAINTENANCE AND INSPECTION PROCEDURES

M

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

SCALE IN FEET

0 25 50

N

EROSION CONTROL PLAN

Notes:

N

E 659638.49

N 732286.00

11+00

END WORK

E 659157.09

N 732401.35

6+00

BEGIN WORK

E 676375.70

N 730680.51

201+50

BEGIN WORK

E 676706.40

N 730718.84

204+83

END WORK

1.

2.

C O

U R T O

IS

C

R E E K

T O

W N B

R A

N C

H

Construction limits, typ.

class 3 (typ.)

Install rock riprap, 3.

4.

of existing structures according to Sec 806 of the MoDOT specifications.

existing concrete structures to the engineer for approval prior to the removal

Submit additional temporary erosion and sediment control measures adjacent to the engineer.

Adjust silt fence and check dam locations to fit field condtions as approved by work to the engineer for approval prior to beginning the work.

including related temporary erosion and sediment control measures, sequence of

Submit the proposed method of temporary diversion channel construction engineer.

placing riprap may be changed to fit field conditions as approved by the

Riprap areas as shown on the plans are for permanent locations. Final areas of

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

Symbols:

Existing edge of water

Existing ditch

Install Riprap Rock, Class 3

Proposed concrete structure or pavement pavement

Removal of existing concrete structure or class 3 (typ.)

Install rock riprap, Construction limits, typ.

Baseline

Baseline at 75’ spacing, typ.

Install rock ditch check

Install straw bale silt fence, typ.

silt fence, typ.

Install straw bale

N C

O U

R T O

IS

C

R E E K

T O

W N

B R

A N

C H

PERMANENT SIGNING PLAN

FT.3

GAUGE

WATER

2FT.

1FT.

FT.3

GAUGE

WATER

2FT.

1FT.

FT.3

GAUGE

WATER

2FT.

1FT.

FT.3

GAUGE

WATER

2FT.

1FT.

N

W8-18

W8-34

OM2-2V

W9-19a

W8-18

W8-34

W9-19a

W8-34

W8-18

OM2-2V

ROAD

MAY

FLOOD

IMPASSABLE

DURING

HIGH WATER

ROAD

MAY

FLOOD

IMPASSABLE

DURING

HIGH WATER

IMPASSABLE

DURING

HIGH WATER

ROAD

MAY

FLOOD

IMPASSABLE

DURING

HIGH WATER

ROAD

MAY

FLOOD

OM2-2V

W9-19a

OM2-2V

W9-19a

OM2-2V

OM2-2V

OM2-2V

W8-18 W8-34

OM2-2V

Note:

1.

be determined by the engineer.

One Lane Bridge signs (W5-3) for Town Branch are optional. Sign locations will

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)

BRAZIL ROAD

MARK TWAIN NATIONAL FOREST

REG.

Symbols

Proposed sign

Proposed concrete structure or pavement

DIVERSION CHANNELS

TEMPORARY

2’2’2’2’ and secure with sandbags (typ.)

Bury plastic liner 6" deep

DETAIL

U.S. CUSTOMARY DETAIL

EASTERN FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

206.99

A

A

B B

Flow

SECTION A-A

SECTION B-B

W

SS

SS

B

D

FlowFlow

NOTES:

W

SS

SS

B

D

PLASTIC LINED DIVERSION CHANNEL

PLAN

DIVERSION CHANNEL

when scheduled)

Silt fence (typ.

Plastic linerSandbagsPlastic liner temporary barrier

Use sandbags to construct

Permanent culvert

Roadway centerline

Permanent natural channel backflow into natural channel

Use sandbags to prevent

Earthwork limits when scheduled)

Silt fence (typ.

with plastic liner

Temporary diversion channel

0.5 percent.

Construct channel at a minimum grade of manufacturer’s recommendations.

geotextile joints according to the the downstream geotextile or sew the sheets, with the upstream geotextile over feet at the ends and sides of adjoining

Overlap tranverse joints a minimum of 2 with riprap or sandbags.

the liner a minimum of 6" deep and secure plastic liner. Bury the upstream edge of

Do not construct longitudinal joints in channel.

and width of the temporary diversion

Use plastic liner along the entire length

2.

1.

3.

4.

Town Branch

Courtois Creek

2H:1V

2H:1V

3’ min.

6’ min.

1.5’ min.

2’ min.

DBSSSite:

NO SCALE

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STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

ty p ic a l c le a r typical

2" clear typical

2" clear

(or approved two-piece connectors)

#5 tie bars x 3’-0" at 2’-6" centers

Lap transverse reinforcement not less than 9-inches.

Lap longitudinal reinforcement not less than 13-inches.

CONCRETE PAVEMENT

PORTLAND CEMENT

504.10

Sheet 1 of 2 baseline.

Locate longitudinal construction joint at roadway details.

See sheet 2 of 2 for joint details and joint sealing than 20 foot intervals.

and for plain concrete pavement or base at not more concrete pavement at not more than 40 foot intervals

Space transverse contraction joints for reinforced feet.

Space transverse expansion joints at a minimum of 280

7.

8.

and 12" centers transverse space at 9" centers long wire mesh or #6 bars

6" x 12" W5.5 X W5.5

Slab reinforcement

Longitudinal construction joint

Transverse contraction jointTransverse expansion joint

PLAN

NOTE:

as shown for joints in reinforced pavement.

for joints in plain portland cement concrete pavement

Provide the same type of dowel assemblies and tie bars concrete pavement or base is required.

steel, wire, or bars where plain portland cement

Eliminate all longitudinal and transverse reinforcing

6.

5.

4.

3.

2.

1.

U.S. CUSTOMARY DETAIL

DETAIL

P R

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1- .d g n

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

(max.)

3"

8"

(min.)

1"

Fixed end

9" c le a r c le a r c le a r

"4

"4 long at 12" centers

1" plain dowels 18" long at 12" centers

1" plain dowels 18"

Free end

9"

(or approved two-piece connectors)

#5 tie bars x 3’-0" at 2’-6" centers

CONCRETE PAVEMENT JOINTS

PORTLAND CEMENT

require larger openings.

transverse expansion and contraction joints field conditions

" for 4 3" for longitudinal contraction joints and 8

3W=

Space expansion joints a minimum of 280 feet.

wire mesh or #6 bars

6" x 12" W5.5 X W5.5 t o wire mesh or #6 bars

6" x 12" W5.5 x W5.5 wire mesh or #6 bars

6" x 12" W5.5 x W5.5 " keyway (if in existing)2

1" x 13 joints only)

" (new 3 2" x 2 4

Initial saw cut

Sheet 2 of 2

504.10

Fixed end

TRANSVERSE EXPANSION JOINT

TRANSVERSE CONTRACTION JOINT

Joint Sealing Details)

Contraction joint, (See Concrete

Joint Sealing Details)

Contraction joint (See Concrete

JOINT DETAILS

REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT

LONGITUDINAL CONSTRUCTION JOINT

JOINT

EXPANSION

JOINT SEALING DETAILS

REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT

sealer

Joint ty p

D

W W

Joint sealer

Backer rod

Pavement surface

Backer rod

W material expansion

Premolded

(Method A - Saw cut)

JOINT

CONTRACTION

(Method B - Formed Joint)

JOINT

CONTRACTION

NOTES:

with epoxy resin adhesive.

Anchor tie bars and dowels into existing concrete pavement factor is 1:2.

silicone sealant is used, the width to depth (W:D) shape

Maintain joint sealant shape factor of 1:1 except that when 4.

3.

2.

1.

Sleeve

Grease free end

Grease free end

Construction joint

Concrete Joint Sealing Details)

Expansion joint (See

Joint filler

P R

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

703.20

1V:

2H

(T yp

611.99

REINFORCEMENT

CUT-OFF WALLS

Notes:

12" spacing #6 bars @

V a r ie s 3" cover

8" c o v e r cover 2"

20" min.

@ 6" spacing

#6 bars (continuous)

12" spacing #6 bars @

V a r ie s

3" cover

8" c o v e r cover 2"

20" min.

@ 6" spacing

#6 bars (continuous)

1.

2.Construct curbs 8 feet long with 1-foot gaps.

details and joint details.

See Detail 504.10 for slab reinfocement

6" 1" chamfer, typ.

c o v e r

#6 bars @ 3" spacing

8 spa. @ 1’ = 8’

#6 bars (continuous)

10"

6" c o v e r

#6 bars @ 3" spacing

1" chamfer, typ.

8 spa. @ 1’ = 8’

#6 bars (continuous)

10"

P R

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

P R

O J E

C T

S F

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1) p r o j d e v C

A D

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C

1- .d g n

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

Sheet 1 of 2 703.37C

EXTERIOR WING REINFORCEMENT

CONCRETE BOX CULVERT

(DATE EFFECTIVE 04/01/11)

EXTERIOR WING REINFORCEMENT

CONCRETE BOX CULVERT

SECTION 703.37C (sheet 1 of 2)

ADOPTED FROM MODOT STANDARD PLANS

P R

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

Sheet 2 of 2 703.37C

EXTERIOR WING REINFORCEMENT

CONCRETE BOX CULVERT

(DATE EFFECTIVE 04/01/11)

EXTERIOR WING REINFORCEMENT

CONCRETE BOX CULVERT

SECTION 703.37C (sheet 2 of 2)

P R

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

Sheet 1 of 3 703.43H

(DATE EFFECTIVE 10/01/11)

CONCRETE DOUBLE BOX CULVERT

SECTION 703.43H (sheet 1 of 3)

ADOPTED FROM MODOT STANDARD PLANS

REINFORCEMENT

WINGS: FLARED

SKEW: LEFT ADVANCE

CONCRETE DOUBLE BOX CULVERT

P R

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

Sheet 2 of 3 703.43H

(DATE EFFECTIVE 10/01/11)

CONCRETE DOUBLE BOX CULVERT

SECTION 703.43H (sheet 2 of 3)

ADOPTED FROM MODOT STANDARD PLANS

REINFORCEMENT

WINGS: FLARED

P R

O J E

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

Sheet 3 of 3 703.43H

(DATE EFFECTIVE 10/01/11)

CONCRETE DOUBLE BOX CULVERT

SECTION 703.43H (sheet 3 of 3)

ADOPTED FROM MODOT STANDARD PLANS

REINFORCEMENT

WINGS: FLARED

P R

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

CUT SECTION

703.46

(DATE EFFECTIVE 10/01/11)

CONCRETE DOUBLE BOX CULVERT

SECTION 703.46 (Sheet 1 of 1)

P R

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

703.47

(DATE EFFECTIVE 10/01/11)

CONCRETE DOUBLE BOX CULVERT

SECTION 703.47 (Sheet 6 of 27)

ADOPTED FROM MODOT STANDARD PLANS

HEIGHT (HT): 3 THRU 7 FEET

SPAN (S): 6 FEET

BAR SIZE, SPACING & DIMENSIONS

MEMBER THICKNESS

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

Sheet 1 of 3 703.83H

(DATE EFFECTIVE 12/01/11)

CONCRETE TRIPLE BOX CULVERT

SECTION 703.83H (sheet 1 of 3)

ADOPTED FROM MODOT STANDARD PLANS

REINFORCEMENT

WINGS: FLARED

CONCRETE TRIPLE BOX CULVERT

P R

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P

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

Sheet 2 of 3 703.83H

(DATE EFFECTIVE 12/01/11)

CONCRETE TRIPLE BOX CULVERT

SECTION 703.83H (sheet 2 of 3)

ADOPTED FROM MODOT STANDARD PLANS

REINFORCEMENT

WINGS: FLARED

P R

O J E

C T

S F

H M

O -1 (0

1) p r o j d e v C

A D

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

Sheet 3 of 3 703.83H

(DATE EFFECTIVE 12/01/11)

CONCRETE TRIPLE BOX CULVERT

SECTION 703.83H (sheet 3 of 3)

ADOPTED FROM MODOT STANDARD PLANS

REINFORCEMENT

WINGS: FLARED

P R

O J E

C T

S F

H M

O -1 (0

1) p r o j d e v C

A D

D S td -D e t\

.8

1- 1.

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:1 :4

P

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:1

P

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

CUT SECTION

703.86

(DATE EFFECTIVE 12/01/11)

CONCRETE TRIPLE BOX CULVERT

SECTION 703.86 (Sheet 1 of 1)

P R

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1:

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

703.87

(DATE EFFECTIVE 12/01/11)

CONCRETE TRIPLE BOX CULVERT

SECTION 703.87 (Sheet 18 of 27)

ADOPTED FROM MODOT STANDARD PLANS

HEIGHT (HT): 6 THRU 11 FEET

SPAN (S): 12 FEET

BAR SIZE, SPACING & DIMENSIONS

MEMBER THICKNESS

P R

O J E

C T

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A D

D S td -D e t\

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H

1- 1.

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:0

P

M 1- J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

CONCRETE REINFORCEMENT

FOR

BAR SUPPORTS

706.35H

(DATE EFFECTIVE 07/01/04)

BAR SUPPORTS FOR CONCRETE REINFORCEMENT

SECTION 706.35H (Sheet 1 of 1)

P R

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT SHEET NO.

MO MO PFH 059-1(001)9

REG.

806.10H

(DATE EFFECTIVE 04/01/09)

TEMPORARY EROSION CONTROL MEASURES

SECTION 806.10H (Sheet 1 of 7)

ADOPTED FROM MODOT STANDARD PLANS

CONTROL PLAN

GENERIC TEMPORARY EROSION

CONTROL MEASURES

TEMPORARY EROSION

Sheet 1 of 7

P R

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