earthwork - iowa department of transportation earthwork ew no. date title embankments ew-101...

Earthwork

EW

SECTION

Earthwork EWNO. DATE TITLE

EmbankmentsEW-101 10-17-17 Embankment and Rebuilding EmbankmentsEW-102 10-20-15 Allowable Placement of Unsuitable Soil in EmbankmentsEW-103 10-20-15 Embankment Subgrade Treatment, Moisture Density Control and Special CompactionEW-105 04-21-15 Reshaping Slopes and DitchesEW-110 10-20-15 Ditch Blocks and Dikes

Grading at BridgesEW-201 04-19-16 Bridge Berm Grading without Recoverable Slope (Barnroof Section)EW-202 04-19-16 Bridge Berm Grading without Recoverable Slope (Non-Barnroof Section)EW-203 10-17-17 Bridge Berm Grading with Recoverable Slope (Non-Barnroof Section)EW-204 10-17-17 Bridge Berm Grading with Recoverable Slope (Barnroof Section)EW-210 10-20-15 Standard Wing DikesEW-211 10-17-17 Special Grading at Side PiersEW-212 10-20-15 Settlement Plate

Grading for GuardrailEW-301 10-20-15 Guardrail GradingEW-302 10-20-15 Special Shaping for High Tension Cable Guardrail at Median Obstacles

Erosion ControlEW-401 10-20-15 Temporary Stream Crossing, Causeway, or Equipment PadEW-402 04-18-17 Temporary Stream DiversionEW-403 04-18-17 Temporary Erosion Control Measures

Entrances, Sideroads, and Safety RampsEW-501 10-20-15 Rural EntranceEW-502 04-18-17 Safety RampEW-503 10-20-15 Side Road Grading

10-17-17

Normal Foreslope

Subgrade

Top of

Proposed Pavement Width

LC

Normal Foreslope

Old Embankment

Excavation Line

D

Possible Tabulation:

107-31107-31

1

1

1

1

1

1

LEGEND

according to specifications.

excavate area shown, then spread and recompact material

When the material is to be deposited in the same area,

placement areas for excavated material.

Refer to contract documents for removal limits and allowable

Normal Foreslope

Subgrade

Top of

Proposed Pavement Width

LC

Normal Foreslope

Old Embankment

Excavation Line

D 1

1

1

1

(Plowing and Shaping)

OLD EMBANKMENT HIGHER THAN NEW EMBANKMENT

TYPICAL CROSS SECTION REBUILDING EMBANKMENT

(Plowing and Shaping)

OLD EMBANKMENT LOWER THAN NEW EMBANKMENT

TYPICAL CROSS SECTION REBUILDING EMBANKMENT

INFODESIGNER

Pavement

Proposed

Pavement

Proposed

FINISHED GRADELINE

FINISHED GRADELINE

and Shaping

Area of Plowing

EW-101

REVISION

10-17-17

SHEET 1 of 1

REVISIONS:Added Designer Info button. Modified legend and top drawing.

APPROVED BY DESIGN METHODS ENGINEER

STANDARD ROAD PLAN

3

REBUILDING EMBANKMENTS

EMBANKMENT AND

http://www.iowadot.gov/design/tnt/PDFsandWebFiles/IndividualPDFs/e0107-31.pdf

http://www.iowadot.gov/design/dmanual/07d-04.pdf

Proposed Pavement

Full Shoulder Width of Roadway

CL

Finished Gradeline

5.0' Min.Top of Subgrade

Foreslope

Normal

Suitable Material (8'' Min. thickness)

Original Ground

Foreslope

Normal


Proposed PavementCL

Finished Gradeline

5.0' Min.

Foreslope

Normal

Top of Subgrade

Foreslope

Normal

Original Ground

Foreslope

Normal

Proposed Pavement

Full Shoulder Width of RoadwayFull Shoulder Width of Roadway

Proposed Pavement

Top of Subgrade 3.0' Min.

Finished Gradeline

CL

Foreslope

Normal

Original Ground


Proposed Pavement CL

Finished Gradeline

Foreslope

Normal

Top of Subgrade

Foreslope

Normal

Original Ground

will be allowed below that 20 foot depth.

Select, Suitable Class 10, or Type 'C' Unsuitable material

In new embankments greater than 20 feet in height, only 1

1

21022102

sections and soil survey sheets for additional information.

methods other than those shown. Refer also to plan cross

require placement of topsoil or other unsuitable soil by

Project plan details or specific directions of the Engineer may

of the Standard Specifications. described in Section

Place unsuitable soil as detailed for the particular type of soil

TYPE "A" PLACEMENT

TYPE "B" PLACEMENT

TYPE "C" PLACEMENT

20.0' Max.

HEIGHT OF EMBANKMENT > 20 FEET

(8'' Max. thickness)

Placement Area for Unsuitable Soil



for Placement Areas for Unsuitable Soil

See Type "A", "B", or "C" Placement

for Placement Areas for Unsuitable Soil

See Type "A", "B", or "C" Placement EW-102

REVISION

10-20-15

SHEET 1 of 1

REVISIONS:Replaced the DOT logo in the title block with the new version.


STANDARD ROAD PLAN

2

IN EMBANKMENTS

OF UNSUITABLE SOIL

ALLOWABLE PLACEMENT

http://www.iowadot.gov/erl/current/GS/content/2102.htm

CL

CL

CL

CL

CL

TO TEMPLATE QUANTITYTYPE OF WORK

Excavation

Embankment

Subgrade Treatment 3 , 4

2

1

AREA NO.(Template)

Top of Subgrade Pavement Width + Shoulder Width

DESIGN WIDTH

Pavement

Subbase

Foreslop

e

Top of Pavement

Depth

Foreslope

Natural Ground

Foreslope

Depth

DESIGN WIDTH

Top of Pavement

(Template)

Top of Subgrade

Foreslop

e

(Template)

Top of Subgrade

Pavement Width + Shoulder Width

DESIGN WIDTH

Natural Ground

Top of Pavement

Foreslop

e

Depth

6''

Foreslope

(Template)

Top of Subgrade

Foreslop

e

12''

DESIGN WIDTH

Top of Pavement

Depth

6''

Foreslope

(Template)

Top of Subgrade

Foreslop

e

6''

DESIGN WIDTH

Top of Pavement

Depth

6''

Foreslope

TYPE OF WORK AREA NO.

Excavation

Embankment

Subgrade Treatment

TYPE OF WORK AREA NO.

Excavation

Embankment

M & D Embankment

Scarify with M & D Embank.

TYPE OF WORK

Excavation

Scarify

AREA NO.

None

None

AREA

NO.

TYPE OF ADJUSTMENTS

TO TEMPLATE QUANTITY

width plus 3.0 feet on each side.

Design width equals pavement


TYPE OF ADJUSTMENTSAREA

NO.

+ Cut + Fill

None

None

None

+ Cut + Fill

None

None



NO.

- Fill

+ Cut

None

None

TYPE OF ADJUSTMENTS

TO TEMPLATE QUANTITYAREA

NO.


NO.

None

None

+ Cut

- Fill

2

1

3

4

1

34

2

B

3 , 4

2

1

2

4 3

1

4

3

2

1

1 , 3

2 , 4

3 , 4

5

24 3

5

11

2

3

4

5

B

11

2

2

1

2

B

21

B

1

2

(Existing Roadways)

TRENCH BOTTOM COMPACTION

MOISTURE CONTROL OR

MOISTURE AND DENSITY CONTROL

(Existing Roadway)

SPECIAL COMPACTION

SUBGRADE TREATMENT

TRENCH

SUBGRADE TREATMENT

STANDARD

Natural Ground

TYPE OF WORK

Excavation

Scarify

AREA NO.

1

2

absolute volume for the specified depth and subgrade width.

Control" or "Compaction with Moisture Control" will be the

The pay quantity for "Compaction with Moisture and Density

the treatment type, and includes the quantity for shrinkage.

or cubic yards. The volume will be based on specified depth,

The pay quantity for Subgrade Treatment will be in either tons

103-6

103-3

103-1

Possible Tabulations:

Special Compaction of Subgrade

Compacting Trench Bottom

Compaction with Moisture Control

Compaction with Moisture and Density Control

Possible Contract Items:

EW-103

REVISION

10-20-15

SHEET 1 of 1



STANDARD ROAD PLAN

1

CONTROL AND SPECIAL COMPACTION

TREATMENT, MOISTURE DENSITY

EMBANKMENT SUBGRADE

1

Foreslope

Backslope

RESHAPING SLOPES

Original Ditch Bottom

Deposition

Major Silt

Original Foreslope

Original B

ackslope

Original Foreslope

Original B

ackslope

Erosion

Major

Erosion

Major

Erosion

Minor

Erosion

Minor

Major Erosion

Foreslope

Backslope

Foreslope

Backslope

Original Ditch Bottom

Deposition

Minor Silt

2

3

4

11 22

3

3

4

4

2125

2601.03, B, 4, a

2601.03, H, 1, a, b, and c

2601.03, B, 4, a

2601.03, H, 1, a, b, and c

seedbed preparation will not be paid for separately.

Minor slope and ditch reshaping resulting from normal

Bottom

Original Ditch

Foreslope

Backslope

Minor Erosion

Bottom

Original Ditch

2601.03, H, 1, a, b, and c

2105

2125

2601.03, H, 1, a, b, and c

2601.03, B, 4, a

2105

2601.03, B, 4, a

Specifications.

of the Standard Articles

the Standard Specifications. Prepare ditch according to

of furnish topsoill and place according to Section

original ditch template. In areas of Class 10 placement,

Remove or place Class 10 material to re-establish

of the Standard SpecificationsSection

the Standard Specifications. Reshape ditch according to

of ditch according to Articles

order to re-establish original ditch template. Prepare

Move material to or from areas immediately adjacent in

of the Standard Specifications.Article

the Standard Specifications. Prepare slope according to

of furnish topsoill and place according to Section

original slope template. In areas of Class 10 placement,

Remove or place Class 10 material to re-establish

Standard Specifications.

of the slope according to Article

slope to re-establish original slope template. Prepare

Move material to or from areas immediately adjacent to

2105

2105

Topsoil, Furnish and Spread

Class 10 Excavation

Reshaping Ditches

Slope Reshaping


SLOPE RESHAPING CLASS 10

DITCH RESHAPING

EW-105

REVISION

04-21-15

SHEET 1 of 1

REVISIONS:New.


STANDARD ROAD PLAN

New

RESHAPING SLOPES AND DITCHES

RESHAPING DITCHES CLASS 10








AA

CL

LOCATION STATION

CLLOCATION STATION

1

1

CL

B

B

Top of Backslope

Ditch

Shoulder Line

Edge of Pavement

Approach Traffic

Outlet

draining median or side ditch.

Cross road pipe culvert for

fit end of culvert

a smooth line to

Vary foreslope in

Flow

Ditch Block (Dike)

DitchFlow

Backslope

Top of

Shoulder Line

Edge of Pavement

Approach Traffic

Flow

of dike

elevation

Design top

Roadway Profile

Shoulder Line

Rounded TopDrainage Structure

FLOW

FLOW

15'-0'' (level)

Top of Dike

Structure

Letdown

FLOW

when necessary.

Siltation provision

Roadway Profile

Shoulder Line

Drainage Structure

FLOW

Ditch Grade

5'-0'' wide

rounded approx.

Top of dike

elevation of dike

Design top

Pavement

Edge of

(Rounded)

of Dike

Actual Top

Design Foreslope

Outlet FLOW

elevation of dike

Design top

roadway foreslope)

Backslope (or opposite

Possible Ground LineMax. 6''Variable Foreslope

when necessary

Siltation provision Normal Min. 1'-0''

(level)

Top of Dike

Variable

slope may vary

Natural ground

TYPICAL SECTION D-D

(TYPE F)

TYPICAL SECTION C-C

(TYPE F)

TYPICAL SECTION B-B

(TYPE M AND G)

TYPICAL SECTION A-A

(TYPE M)

TYPICAL SECTION A-A

(TYPE G)

TYPICAL PLAN FOR DIKE AT LETDOWN STRUCTURES

(TYPE F)

TYPICAL PLAN FOR DITCH BLOCK (DIKE)

(TYPE M AND G)

of structure

on centerline

left or right

Location Station

D

C

C

D

3

3Var.

1 Var.

1

Variable

Variable

4

2

4

3

2

1

18" unless specified otherwise.

at 100' from roadway.edge of roadway may vary from 8:1 to a maximum of 2.5:1 approaching traffic. Any portion of dike beyond 50' from dike constructed within 50' of edge of roadway with 8:1 slope relative to approach roadway for any portion of

No greater than 10:1.

grade.Maximum slope approximately 10:1 relative to roadway Design Ditch Grade to accomplish purpose of Ditch Block.

area. Refer to project plans for details.Type F - Dike for letdowns or other structures away from roadway

or side ditches.Type G - Ditch block using established ditch grades. For median

Type M - Normal ditch block for medians or roadway side ditches.

DESCRIPTION OF DIKES

according to the Standard Specifications.compensation for construction of dikes as indicated hereon Paymant for "Excavation of the class specified" is full

"Estimate of Quantities" for excavation.Necessary material for construction of dikes is included in

control as directed by the Engineer.Coordinate dike construction with project provisions for erosion

variation from this plan for dikes.for exact information on location, top elevation, shape, or any Refer to detail road plans and tabulation of drainage structures

elevation of top of dike unless specified otherwise.in different locations. Tie ends of dike into natural ground at the Type F dike for letdown structures may vary in length and plan

conditions when necessary.Variation in dike construction will be allowed to adapt to local

EW-110

REVISION

10-20-15

SHEET 1 of 1



STANDARD ROAD PLAN

1

DITCH BLOCKS AND DIKES

1

CL

Transition Slope

Transition Slope

Slope

Transition

3.5:1 Slo

pe

3.5:1 Slo

pe

3.5:1 Slo

pe

3.5:1 Slo

pe

6:1

6:1

6:1

6:1

A

B

25'Roadway

A

B

SlopeT

ransition

1

C C

1

6:1 Foreslope Breakline




Subgrade Hinge Breakline


2

2

3:1

3:1

3Possible Slope Protection

Bridge DeckOutside Edge of

3

(BARNROOF FORESLOPE)

PLAN VIEW OF BRIDGE BERM

A

A

W

W

B

B

for locations of A, B, W and possible other points.

Refer to berm slope location table in project plans

Grading surface:

protection.

Refer to contract documents for limits of the slope

B points. Slope is normally 2.5:1 or flatter.

Bridge Berm slope may vary and is determined by the A and

Variable slope.

EW-201

REVISION

04-19-16

SHEET 1 of 3

REVISIONS:Changed reference from RK series to BR series in circle note 4.


STANDARD ROAD PLAN

4

(BARNROOF SECTION)

WITHOUT RECOVERABLE SLOPE

BRIDGE BERM GRADING

3'

3:13:1

6:1

3.5:1

10:110:1

6:1

3.5:1

Bridge Approach Pavement Width

1

4% 4%

Subgrade Slope →← Subgrade Slope


← Slope

1

g →← g

← g g →

RoadwayCL

4'Bridge Approach Pavement Width4'

g

CLRoadway

2

3

4

5

4

5

2

SECTION B-B

33

SECTION A-A

Berm Bench

Bridge Abutment

Bridge Wing/Wing Extension

Temporary Grading Surface

Top of Berm Break

Subgrade Surface

Bridge Approach Pavement

Subgrade Hinge BreaklineSubgrade Hinge Breakline

Outside Edge of Slope Protection Breakline Outside Edge of Slope Protection Breakline

Subgrade SurfaceSlope Protection Slope Protection

Bridge WingBridge Wing

6:1 Foreslope Breakline6:1 Foreslope Breakline

Subgrade Hinge Breakline Subgrade Hinge Breakline


Subgrade Surface

Grading Surface

Bridge

Roadway

Face of Berm Bench

SECTION C-C

End SectionBridge Rail End Section

Bridge Rail

End SectionBridge Rail

EW-201

REVISION

04-19-16

SHEET 2 of 3

REVISIONS:


STANDARD ROAD PLAN

4

(BARNROOF SECTION)


BRIDGE BERM GRADING

BR seriesBR series

= Pavement cross slope.

Temporary grading slope.

for longitudinal subgrade slope. Refer to

protection.


and B points.

Bridge Berm slope may vary and is determined by the A

Changed reference from RK series to BR series in circle note 4.

http://www.iowadot.gov/design/stdplne_br.htm

http://www.iowadot.gov/design/stdrdpln.htm


http://www.iowadot.gov/design/stdrdpln.htmThis image can be viewed in 3D on the the ERL or at our website


EW-201

REVISION

04-19-16

SHEET 3 of 3



STANDARD ROAD PLAN

4

(BARNROOF SECTION)


BRIDGE BERM GRADING



Transition Slope

Transition Slope

RoadwayCL

3:1





Slope

Transition

SlopeT

ransition

3:1

25'

1

1

Norm

al Foreslo

pe

Norm

al Foreslo

pe

Norm

al Foreslo

pe

Norm

al Foreslo

pe

1

A

A

B

B

C C2

2

(NON-BARNROOF FORESLOPE)

PLAN VIEW OF BRIDGE BERM

Bridge Deck

Outside Edge of

3Possible Slope Protection

3

W

WA

A B

B

for locations of A, B, W and possible other points.


Grading Surface:

protection.


B points. Slope is normally 2.5:1 or flatter.

Bridge Berm slope may vary and is determined by the A and

Variable slope.

EW-202

REVISION

04-19-16

SHEET 1 of 3



STANDARD ROAD PLAN

4

(NON-BARNROOF SECTION)


BRIDGE BERM GRADING

3:13:1

10:110:1






Subgrade Surface



4% 4%



CL

g →← g

Roadway

← g g →

RoadwayCL

Normal F

oreslope

Normal Foreslope

3 3


SECTION B-B

SECTION A-A

g

2

3

4

5

3'1

← Slope

1

4

2

Berm Bench

Bridge Abutment


Top of Berm Break

Subgrade Surface


Grading Surface

Bridge

Roadway

Face of Berm Bench


SECTION C-C


Bridge Rail

Bridge Rail End Section

BR series

= Pavement cross slope.



slopeprotection.

Refer to contract documents for limits of the

and B points.


BR series

EW-202

REVISION

04-19-16

SHEET 2 of 3



STANDARD ROAD PLAN

4



BRIDGE BERM GRADING

5






EW-202

REVISION

04-19-16

SHEET 3 of 3



STANDARD ROAD PLAN

4



BRIDGE BERM GRADING



Possible Tabulation: 104-9

CL of Roadway

1

Road

way P

ave

ment

Norm

al Shoulder

2

3

Bridge Deck

Outside Edge of

"Paved Shoulder, P.C. Concrete".

macadam stone shall be considered incidental to

The cost of removel, stockpiling and placement of

for locations of A, B, C, W and possible other points.


Grading Surface:

Refer to contract documents for limits of the slope protection.

the A and B points. Slope is normally 2.5:1 or flatter.

Bridge Berm slope may vary and is determined by

Special shaping.

Transition Slope

Transition Slope

Norm

al Foreslo

pe

Norm

al Foreslo

pe

3





C2

25'

AB

B

C

A

Norm

al Foreslo

pe

Norm

al Foreslo

pe

PLAN VIEW OF BRIDGE BERM (NON-BARNROOF FORESLOPE)

3:1

3:1

Slope

Transition

1

1

C3

C2

C1

1

Possible Slope Protection

B

B

A

6:1 or Flatter

W

WA

EW-203

REVISION

10-17-17

SHEET 1 of 5

REVISIONS:Changed DR-304 to DR-306 on page 3.


STANDARD ROAD PLAN

5


WITH RECOVERABLE SLOPE

BRIDGE BERM GRADING

3:13:1Subgrade Hinge Breakline

Bridge Wing

4% 4%


← g g →

RoadwayCL

3

4

5

g

3 3

10:110:1Subgrade Hinge Breakline Subgrade Hinge Breakline


Subgrade Surface


CL

g →← g

Roadway

Normal F

oreslope

Normal Foreslope


SECTION B-B

SECTION A-A

2

3'1

← Slope

1

4

5

2

Berm Bench

Bridge Abutment


Top of Berm Break

Subgrade Surface


Grading Surface

Bridge

Roadway

Face of Berm Bench


SECTION C-C




Outside Edge of Slope Protection Breakline

Slope ProtectionSubgrade Surface

Bridge Wing

Outside Edge of Slope Protection Breakline


Slope Protection


BR series BR series

= pavement cross slope.



protection.


and B points. Slope is normally 2.5:1 or flatter.


EW-203

REVISION

10-17-17

SHEET 2 of 5



STANDARD ROAD PLAN

5



BRIDGE BERM GRADING


6:1

TRAFFIC

TRAFFIC

Cap

Roadway Pavement

Roadway Pavement

PLAN VIEW OF BRIDGE BERM AREA

SUBDRAIN LAYOUT TYPES

TYPE 'B'

TYPE 'A'

6

7

9

8

10

11

12

13

14

TYPE 'C'

2

Cap

11

11

11

11

77

14

6:1

Edge of Shoulder

F

F

G

3:1 Slope

C Lof

Road

way

99

6

E

E

3:1 Slope

Possible Ditc

h

Possible Ditch

1313

2

11

10

11

B

6:1 or Flatter

50'20' 50'

1215º

C2

C3

"X""X"

8

108

G

C1

DR-306DR-306

PV-102

PV-102

Plan. 4' offset minimum.

5' offset unless otherwise noted on the Bridge Situation

C2 and C3.

"X" distance based on station difference between points

2 times typical shoulder width.

by the Engineer.

cap the end without an outlet in a method approved

subdrain does not require an outlet at both ends,

subdrain outlet. When flow ofRefer to

Approximate location of bridge subdrain.

See typical cross-sections for details of paved shoulder.

Match typical shoulder slope.

curb runout details.

for Includes curb runout length. Refer to

for curb details.curb to this width. Refer to

Width of bridge slab + 3' on each side. Build 6" sloped


Bridge Berm slope may vary and is determined by

PV-102

PV-102

EW-203

REVISION

10-17-17

SHEET 3 of 5



STANDARD ROAD PLAN

5



BRIDGE BERM GRADING

http://www.iowadot.gov/design/SRP/IndividualStandards/edr306.pdf

http://www.iowadot.gov/design/SRP/IndividualStandards/epv102.pdf


Edge of Pavement

Engineering Fabric

Edge of Pavement

Macadom Stone

Porus Backfill

Special Backfill

Special Backfill

Special Backfill

Roadway Pavement

Roadway Pavement

Roadway Pavement

Subbase if Applicable



2'

14

14

14

Porus Backfill

Porus Backfill

4" Longitudinal Subdrain



17

3'

3'

Shoulder Slope (4.0% Typical)

Edge of Shoulder


Edge of Shoulder


Edge of Shoulder

Berm Sh

aping

Berm Sh

aping

16

20

17

19

18

As constructed by others

Proposed construction

Subgrade Surface

Engineering Fabric

Macadom Stone

Porus Backfill

3'

24"

10"

3" Clearance

14

Plus Offset

Edge of Shoulder


PARTIAL SECTION E-E

PARTIAL SECTION E-E

SECTION E-E

SECTION F-F

SECTION G-G

16

169

14




16

20

20

9

18

18

9

18

9

Edge of Pavement

Subgrade Surface

Engineering Fabric

Macadom Stone

Porus Backfill

3'

24"

10"

19

3" Clearance

14

Plus Offset

Edge of Shoulder


20

PV-102PV-102

berm slope location table.

Toe of the berm. Refer to A points on the

soil. Preserve the integrity of the engineering fabric.

seperate the macadam stone from the surrounding

Remove and stockpile macadam stone. Carefully

bottom of roadway pavement.

excavating. Maintain porus material in trench to

Roadway subdrain location. Use caution when

curb details.6" sloped curb. Refer to

Refer to PV-101 joint details.

existing PCC, use BT-3, BT-4, or BT-5 joint.

use BT-1 or BT-2 joint. If roadway pavement is

If roadway pavement is newly-constructed PCC,

EW-203

REVISION

10-17-17

SHEET 4 of 5



STANDARD ROAD PLAN

5



BRIDGE BERM GRADING






EW-203

REVISION

10-17-17

SHEET 5 of 5



STANDARD ROAD PLAN

5



BRIDGE BERM GRADING



Possible Tabulation: 104-9

CL of Roadway

Transition Slope

Transition Slope

1

2

3

Bridge Deck

Outside Edge of

PLAN VIEW OF BRIDGE BERM (BARNROOF FORESLOPE)

1

1

3.5:1 Slo

pe

3.5:1 Slo

pe

3:1 Slo

pe

3.5:1 Slo

pe

3.5:1 Slo

pe

6:1

6:1

6:1

6:1

25'

SlopeT

ransition

C1

C2

C3

1

3

C C

AB

AB

2

3:1

Road

way P

ave

ment

Norm

al Shoulder

Possible Slope Protection







BA

AB

W

W

6:1 F

oreslo

pe or Flatter

"Paved Shoulder, P.C. Concrete".

macadam stone shall be considered incidental to

The cost of removal, stockpiling and placement of

for locations of A, B, C, W and possible other points.


Grading Surface:

Refer to contract documents for limits of the slope protection.


Face of Bridge Berm slope may vary and is determined by

Special shaping.

EW-204

REVISION

10-17-17

SHEET 1 of 5



STANDARD ROAD PLAN

5

(BARNROOF SECTION)


BRIDGE BERM GRADING

3:13:1






4% 4%


← g g →

RoadwayCL

2

3

4

g

3 3

6:1

10:110:1

6:1




Subgrade Surface


CL

g →← g

Roadway


3.5:1 3.5:1

SECTION B-B

SECTION A-A

5

3'1

← Slope

1

4

5

2

Berm Bench

Bridge Abutment


Top of Berm Break

Subgrade Surface


Grading Surface

Bridge

Roadway

Face of Berm Bench


SECTION C-C

Bridge Rail End Section


Bridge Rail

BR seriesBR series

= pavement cross slope.



protection.




EW-204

REVISION

10-17-17

SHEET 2 of 5



STANDARD ROAD PLAN

5

(BARNROOF SECTION)


BRIDGE BERM GRADING

http://www.iowadot.gov/design/stdplne_rk.htm

77

6:1

TRAFFIC

TRAFFIC

6:1

Edge of Shoulder

Cap

Cap

Roadway Pavement

Roadway Pavement

PLAN VIEW OF BRIDGE BERM AREA

SUBDRAIN LAYOUT TYPES

TYPE 'C'

TYPE 'B'

TYPE 'A'

F

G

3:1 Slope

C Lof

Road

way

6

3:1 Slope

6

7

9

8

10

11

12

13

14

2

Possible Ditc

h

Possible Ditch

13 13

B

11 11

11

11

50'20' 50'

1412

15º

C3C1

"X""X"

99

8

E

8 10

F GE

2

C2

11

10

11

6:1 or Flatter

PV-102

PV-102

DR-306DR-306

PV-102

PV-102



C2 and C3.

"X" distance based on station difference between points

2 times typical shoulder width.

by the Engineer.

cap the end without an outlet in a method approved

subdrain does not require an outlet at both ends,

subdrain outlet. When flow ofRefer to

Approximate location of bridge subdrain.


Match typical shoulder slope.

curb runout details.

for Includes curb runout length. Refer to

for curb details.curb to this width. Refer to

Width of bridge slab + 3' on each side. Build 6" sloped


Bridge Beam slope may vary and is determined by the A

EW-204

REVISION

10-17-17

SHEET 3 of 5



STANDARD ROAD PLAN

5

(BARNROOF SECTION)


BRIDGE BERM GRADING




Subgrade Surface

Edge of Pavement

Engineering Fabric

Engineering Fabric

Edge of Pavement

Edge of Pavement

Macadom StoneMacadom Stone

Porus Backfill

Porus Backfill

Special Backfill

Special Backfill

Special Backfill

Roadway Pavement

Roadway Pavement

Roadway Pavement




3'

24"

10"

2'

14

14

14

Porus Backfill

19

Porus Backfill




3" Clearance

17

14

3'

3'

Edge of Shoulder

Edge of Shoulder

Edge of Shoulder

Plus Offset

Edge of Shoulder

Berm Sh

aping


Berm Sh

aping

Subgrade Surface

Engineering Fabric

Macadom Stone

Porus Backfill

3'

24"

10"

3" Clearance

14

Plus Offset

Edge of Shoulder


SECTION G-G

SECTION F-F

SECTION E-E

PARTIAL SECTION E-E

As constructed by others

PARTIAL SECTION E-E

Proposed construction

16

20

17

19

18

9

14

16

16

16




9

18

18

9

20

18

9

20

20




PV-102

PV-101

PV-102

PV-101

location table.

Toe of the berm. Refer to A Points on the berm slope

soil. Preserve the integrity of the engineering fabric.

seperate the macadam stone from the surrounding

Remove and stockpile macadam stone. Carefully

bottom of roadway pavement.

excavating. Maintain porus material in trench to

Roadway subdrain location. Use caution when

curb details.6" sloped curb. Refer to

joint details.Refer to

existing PCC, use BT-3, BT-4, or BT-5 joint.

use BT-1 or BT-2 joint. If roadway pavement is

If roadway pavement is newly-constructed PCC,

EW-204

REVISION

10-17-17

SHEET 4 of 5



STANDARD ROAD PLAN

5

(BARNROOF SECTION)


BRIDGE BERM GRADING







EW-204

REVISION

10-17-17

SHEET 5 of 5



STANDARD ROAD PLAN

5

(BARNROOF SECTION)


BRIDGE BERM GRADING



CLCL

CL CL

CL

f

f

f

f

CL

CLCL

10' Radius

Wing Dike

B

Slope Varies

Roadway

Pavement

Edge ofLOCATION STATION

38'

Bridge Bridge

Skew

Bridge

fit bridge berm

Curved shaped to

Bearing

LOCATION STATION

38'

Y

Roadway

Pavement

Edge of

Bearing

fit bridge berm

Curved shaped to

Length

10' Radius

f

Wing Dike

B

B

A

A

A

A

B

B

AA AA

BWing Dike

10' Radius

Slope Varies

Pavement

Edge of

Roadway

LOCATION STATION

38'

fit bridge berm

Curved shaped to

38'

Bridge

LOCATION STATION

Bearing

Slope Varies

Wing Dike

Length

10' Radius

Bridge Floor

Bearing

Berm Elevation

Roadway

Pavement

Edge of

Length

2.5 :1

10'

Top of Dike Level

Length

Natural Ground

Bearing

TYPICAL PLAN VIEW OF DIKE CONSTRUCTION AT NON-SKEWED BRIDGE

SECTION A-A

SECTION B-B

TYPICAL PLAN VIEW OF DIKE CONSTRUCTION AT SKEWED BRIDGE

ANGLE

SKEWDIMENSION

5.5' / Cos

4.5' / Cos

3.5' / Cos

30 Thru 45

0 Thru 30

More than 45

CL

Dike

20'

Length

Dike

f

20'

f

B

B

Y

20'

Dike

20

20'

Dike

20

Y

CL

C L

2020 CL

CL

Y

1

2

2

2

2

2

1

Slope Varies

compension for construction of dikes as indicated hereon.

Price bid for "Excavation of the class specified" is full

on the tabulation of "Estimate of Quantities" for excavation.

Necessary materials for construction of the dikes are included

indicated.

similar when the direction of flow or skew is opposite that

to the skew angle of the bridge. The location method will be

Build wing dikes with an additional skew angle of 20 degrees

Preliminary Design Bridge Manual.

wing dikes, see the Office of Bridges and Structures'

For guidelines to determine wing dike lengths or when to use

otherwise.

Match the bridge top of berm elevation unless noted

2.5:1 or flatter

wing dike to 2.5:1 or flatter as shown.

parallel to traffic. Construct the stream side slope of the

of the traffic lane for the approach traffic with a slope of 8:1

Construct portions of wing dikes within 50 feet of the edge

EW-210

REVISION

10-20-15

SHEET 1 of 1

REVISIONS:Modified note 2 and Section A-A.


STANDARD ROAD PLAN

1

STANDARD WING DIKES

CL

2

1

Location A

Location B

Location A

Location BLocation A

AL TL

TRAFFIC

TRAFFIC

LOCATION STATION

ALTLProtection

Bridge Slope

Width of

15.0'

15.0'

AL

Location A

TRAFFICLOCATION STATION

Location B

AL

TRAFFIC

Location B

Location A

Location A

AL

Location B

Location B

TRAFFICLOCATION STATION

AL

(Two-Way)

TYPE 7

(Interstate, Freeway and Expressway)

TYPE 6

SITUATION PLAN

SECTION E-E

Varies

4'' Slotted Subdrain

Porous Backfill

3'' Clearance10''

24'' Max.

10:1

Subdrain, see section E-E

15.0'

15.0'

L

K

J

H

Varies

6:1

10:1

20:16:1

Varies

Varies

6:1Flat

10:1

10:1

10:1

VariesVaries

10:1 10:1

15.0'

Berm Slop

e

Berm Slop

e

10:110:1

10:1 10:1

Berm Slop

e

Varies

Varies10:1

W/2

W

C

D

F

G

Normal Slope Slope Varies

Subdrain

C D

W

E

E

F G H J K L

Protection

Bridge Slope

Edge of

3:1 3:1

Edge of Shoulder

10:1

DITCH

Edge of Traveled Lane

AL or TL

TYPICAL SECTIONS

bridge slope protection to a point on the shoulder edge.

AL or TL is the length measured from the edge of the

Shoulder

Edge of

(Ramp)

TYPE 8

3

protection.

the toe of the berm in the area of bridge slope

W is the length measured from the shoulder edge to

INFODESIGNER

Pier Pier

Bridge

DR-306.See typical section on Standard Road Plan DR-306

Crushed Stone

Class "A"

6''

104-12


Subdrain Outlet (DR-306)

Longitudinal Subdrain (Shoulder), 4-inch


3

2

2

1

3

Engineer.

on the end, cap that end with methods approved by the

When a subdrain installation does not have a subdrain outlet

plans.

grading at side piers have also tabulated elsewhere in the

Drainage structure requirements in conjunction with the

been included in the tabulation of earthwork quantities.

Earthwork for construction of the grading at side piers has

EW-211

REVISION

10-17-17

SHEET 1 of 1

REVISIONS:Clarified dimensions of Class "A" Crushed Stone and Porous Backfill in

Section E-E. Modified general notes and Possible Contract Items.


STANDARD ROAD PLAN

2

SPECIAL GRADING AT SIDE PIERS

http://www.iowadot.gov/design/dmanual/01E-06/EW-211.pdf

http://www.iowadot.gov/design/SRP/IndividualStandards/edr306.pdf

Natural Ground

Min.

6"

Steel Pipe Coupler (Typ)

(Level)

Base Plate

Cap (Solvent Welded)

3" PVC Schedule 40

Base Plate

Rest Casing on

PVC Schedule 40 Pipe

Min. 12" Length of 3"

Void Space with Oakum

by Filling Bottom 6" of

Center Casing around Bar

as Required

Pipe and Couplers,

1" Schedule 80 Steel

3' Lengths of Threaded

Riser Pipe:

TO CASING.

INSPECTION COVER

DO NOT WELD

To allow for removal,

(Solvent Welded)

PVC Coupler (Typ)

are added.

as casing sections

moved up and reused

Inspection Cover is

BASE PLATE

INSPECTION COVER

Top of Fill

''41

" Dia. Hole83

1

Steel Plate

" 163

3' x 3' x

'' Min.41

Base Plate

Bar to Extend beyond

'' Steel Bar165

12" Long 1

Required

Welded Couplers, as

40 Pipe and Solvent

" PVC Schedule21

2

Casing:

103-5


2106

additional information.

of the Standard Specification for Refer to Section 2106

EW-212

REVISION

10-20-15

SHEET 1 of 1



STANDARD ROAD PLAN

2

SETTLEMENT PLATE

http://www.iowadot.gov/erl/current/GS/content/2106.pdf

20'

TRAFFIC

X

Y


107-23107-23

Earth Fill

PLAN

Installation Line

Y4 Z

19

20

17

18

50

61

65

54

5710

11

8

9

12

15

16

13

14

47

6

feet

7

43

5 39

76

80

69

72

83

95

feet

87

91

Normal Shoulder

Edge of

7156

Guardrail may or may not be attached to face of obstacle.

.Typical

Construct paved shoulder in front of guardrail as shown on

construction of embankments.

Construct earth fill in conformance with requirements for

7156

SECTION A-A SECTION B-B

GUARDRAIL INSTALLATION LINE AT OR WITHIN 10 FEET OF SHOULDER

Edge of Shoulder

Distance from edge of normal shoulder to toe of 10:1 slope

Measured from Location Station.

LEGEND

Slope - 10:1

Foreslope at Guardrail

Foreslope

Y1

10

5' min.

Guardrail

Foreslope at

1

Foreslope

B

X2

X1

Obstacle

A

X4

X3

B

Z

LOCATION STATION

Slope Transition

25' Constant

A

15°

Y1Y2 Y3

Y4

5' min.

Normal Shoulder

Edge of

10

Y4

Earth Fill

Guardrail

Foreslope at

1

1

1 Match slope of adjacent shoulder.

Match adjacent shoulder.

EW-301

REVISION

10-20-15

SHEET 1 of 5

REVISIONS:adjacent shoulder. Added note 3 on Sheet 4.Changed slope in front of guardrail from a 10 to 1 to match the slope of the


STANDARD ROAD PLAN

1

GUARDRAIL GRADING

http://www.iowadot.gov/design/tnt/PDFsandWebFiles/IndividualPDFs/e0107-23.PDF

http://www.iowadot.gov/design/tnt/PDFsandWebFiles/IndividualPDFs/e7156.PDF

5' min. 5' min.

PLAN

Y4 Z

19

20

17

18

50

61

65

54

5710

11

8

9

12

15

16

13

14

47

6

feet

7

43

5 39

76

80

69

72

83

95

feet

87

91

X

YNormal Shoulder

Edge of

Normal Shoulder

Edge of

TRAFFIC

Installation Line

20'

SECTION C-C SECTION D-D

10

Y4

GUARDRAIL INSTALLATION LINE WITHIN SHOULDER

Earth Fill Earth Fill

slope

Distance from edge of normal shoulder to toe of 10:1


Foreslope

Guardrail

Foreslope at

110

Y1

Guardrail

Foreslope at

1

X2

X1

Obstacle

C

X4

X3

D

D

Z

LOCATION STATION

Edge of Shoulder

Slope Transition

25' Constant

C

15°

Foreslope

Y4

Y3Y2Y1

1

1 Match slope of adjacent shoulder.

LEGEND

Slope - 10:1



EW-301

REVISION

10-20-15

SHEET 2 of 5



STANDARD ROAD PLAN

1

GUARDRAIL GRADING

PLAN

Y4 Z

19

20

17

18

50

61

65

54

5710

11

8

9

12

15

16

13

14

47

6

feet

7

43

5 39

76

80

69

72

83

95

feet

87

91

10' min.

X

Y

Normal Shoulder

Edge of

TRAFFIC

Installation Line

20'

GUARDRAIL INSTALLATION LINE BEYOND 10 FEET FROM SHOULDER

Edge of Shoulder

Earth Fill

slope

Distance from edge of normal shoulder to toe of 10:1


5' min.

Y4

Guardrail

Foreslope at

10

Typical Section

1

X2

X1

X4

X3

Z

Slope Transition

25' Constant

Obstacle 15°

LOCATION STATION

Foreslope

Foreslope

Y2 Y3Y4

Y1

Match slope of adjacent shoulder.1

1

LEGEND

Slope - 10:1



EW-301

REVISION

10-20-15

SHEET 3 of 5



STANDARD ROAD PLAN

1

GUARDRAIL GRADING

http://www.iowadot.gov/design/tnt/PDFsandWebFiles/IndividualPDFs/e0107-23.PDF

Earth Fill

SECTION E-E

4' min.

Installation Line

Proposed Culvert

20'

FILL OVER PIPE CULVERT

PLAN

2

2

LEGEND

Slope - 10:1

Slope - 8:1

E

E

15°

8:1 8:1

3

10:1 preferred; no steeper than 6:1.

See sheets 1, 2, or 3 for unshaded areas.

3

EW-301

REVISION

10-20-15

SHEET 4 of 5



STANDARD ROAD PLAN

1

GUARDRAIL GRADING

http://www.iowadot.gov/design/stdrdpln.htmThis image can be viewed in 3D on the the ERL or at our website http://www.iowadot.gov/design/stdrdpln.htm

http://www.iowadot.gov/design/stdrdpln.htmThis image can be viewed in 3D on the the ERL or at our website http://www.iowadot.gov/design/stdrdpln.htm

EW-301

REVISION

10-20-15

SHEET 5 of 5



STANDARD ROAD PLAN

1

GUARDRAIL GRADING



Variable ForeslopeNormal Foreslope

3'

Foreslope

Normal

1

1

A

A

Resulting Foreslope2

2

PLAN

Obstacles

Toe of Foreslope

Edge of Pavement

Normal ForeslopeVariable Foreslope

2

Centerline of Median

Foreslope

Resulting

Median

LC

Transition Area50' Slope

Reserve Area60' Anchor

centerline of median

Resulting Foreslope ends 3' from

Protection LengthReserve Area

60' AnchorTransition Area

50' Slope

SECTION A-A

area.

Provide positive drainage through the median obstacle


Topsoil

Embankment in Place

Excavation, Class 10


108-9A107-24

C A

C O

C T

LOCATION STATION

TRAFFIC

BA-351BA-351.Refer to Tabulation 108-9A and

No steeper than 6:1. See plans for detailed drawings.

EW-302

REVISION

10-20-15

SHEET 1 of 1

REVISIONS:Modified note 2. Added Designer Info button.


STANDARD ROAD PLAN

1

CABLE GUARDRAIL AT MEDIAN OBSTACLES

SPECIAL SHAPING FOR HIGH TENSION

INFODESIGNER

http://www.iowadot.gov/design/SRP/IndividualStandards/eba351.pdf

http://www.iowadot.gov/design/dmanual/01e-06.pdf

1 11 1

stream flow

Align pipe(s) with

7

77

7

7

7

43

4

4

4

4

4

4

4

TYPICAL PLAN (CAUSEWAY OR EQUIPMENT PAD)

INFODESIGNER

Min. 1' between pipes

24' Maximum

12' Minimum

Min. 1' between pipes

temporary structure

Possible access to

FLOW

FLOW

Possible Pipe

SECTION B-B (CAUSEWAY)

SECTION A-A SECTION C-C

SECTION D-D (STREAM CROSSING)

TYPICAL PLAN (STREAM CROSSING)6

3

6

6

2

4

3

2

1

2

3

6

2

5

5

5

5

3

1

2

A

A

A

A

A

B

B

C

C

D

D

A

is greater.

the pipe, whichever

the diameter of21

Min. cover of 1' or

5

is greater.

the pipe, whichever

the diameter of21

Min. cover of 1' or

7

6

5

broken concrete meeting the requirements of Section 4130

of the Standard Specifications.

Possible choke layer for construction traffic. Use any

combination of erosion stone, granular backfill, special

backfill (except with reclaimed HMA), granular surfacing

material, or granular soils of AASHTO classification A-1 or

A-2 with less than 5% fines passing the #200 sieve.

Use clean material with less than 5% fines passing the #200

sieve. Acceptable materials include revetment and granular

materials.

When dredging is allowed by a permit, use dredged material

containing 10% or less passing the #200 sieve. Prior to

, install erosion

control measures according to EC-202. Leave these

Pipe required if structure spans more than half the distance

between banks. Contractor determines size and number of

pipe(s) unless specified otherwise in the contract documents.

Pipe required. Contractor determines size and number of

pipe(s) unless specified otherwise in the contract documents.

When material needs to be cut from the bank to provide for

access to construct and use a temporary stream structure,

move this material to an upland location.

Section 4130

EC-202

beginning construction according to EW-401

measures in place and maintain until temporary EW-401

materials have been completely removed. Installation,

is incidental and will not be paid for separately.

maintenance, and removal of these erosion control measures

EW-401

REVISION

10-20-15

SHEET 1 of 1

REVISIONS:Corrected typo in note 4. Updated the DOT logo.


STANDARD ROAD PLAN

2

CAUSEWAY, OR EQUIPMENT PAD

TEMPORARY STREAM CROSSING,


http://www.iowadot.gov/erl/current/GS/content/4130.pdf

http://www.iowadot.gov/design/SRP/IndividualStandards/eec202.pdf

INFODESIGNER

FLOW

FLOW

Pipe or Hose

Possible Bypass Pump

Impervious Dike

Impervious Dike or Sediment Control

FLOW

FLOW

Project

FLOW

Diversion Channel

Dissipation Material

Temporary Energy

Dissipation Material

Temporary Energy

PIPE OR HOSE

DIVERSION CHANNEL

Work Area



100-17

100-26

Project

Top of Bank

Top of Bank

Top of D

iversion Ch

annel

Work Area

Work AreaImpervious Dike or Sediment Control

Impervious Dike

Perimeter and Slope Sediment Control Device

Removal of Silt Fence or Silt Fence for Ditch Check

Silt Fence

Temporary Stream Diversion

Work Area

Channel Excation

Material From

EW-402

REVISION

04-18-17

SHEET 1 of 1

REVISIONS:Added silt fence in DIVERSION CHANNEL and PIPE OR HOSE views.


STANDARD ROAD PLAN

2

TEMPORARY STREAM DIVERSION

or Hose Excavation

Material from Pipe Silt Fence

Silt Fence

1

1

1

Extend ends of silt fence to work area boundry.


100-15

Foreslope

C

R.O.W.

20' min.

10'

Foreslope

4.0% Variable

Ground Line

10' ± 1'

2

1

Siltation Area

Earth Toe Fillet

1

2

3' ± 1'

Silt Ditch2'-0'' min.

10' min.

20' min.

R.O.W.

Ground Line

RoadwayCL

L Roadway

silt trap.

foreslope to provide

Connect silt dike to

Base of Fill

Flow

Construct Silt Dike

Construct Silt Basin

Toe of BackslopeFlowRoadway Ditch

Toe of Foreslope

Culvert

Variable Spacing

Normal Ditch Grade (Variable)

3'-0'' min.FLOW

10'-0'' min.

Silt Basin Width

DitchCL

Between Cross Sections

1'-6" minimum - Variable

Silt Fence

2' minimum

R.O.W.

2' min.

RoadwayCL

Ground Line

0' min. 1' max.

Approx. 50'

Foreslope

PERMANENT CULVERT INSTALLATION

TYPICAL PLAN WITH

PLAN

SILT BASIN

SECTION

SILT DIKE

TOE FILLET

SILT DITCH

PROFILE

deposited and compacted earth.

Windrow of excavated and compacted silt material or

"Roadway and Borrow Excavation".

silt dike is not provided. This Toe Fillet is incidental to

foreslope for areas where a roadway ditch, silt ditch, or

Construct an earth fillet at the toe of the roadway


Silt Basin

Silt Dike

Silt Ditch


100-13

100-14

Obtain the Engineer's approval for installation locations.

INFODESIGNER

LOCATION STATION

EW-403

REVISION

04-18-17

SHEET 1 of 1

REVISIONS:Added Location Station to Silt Basin view. Added Designer Info button.


STANDARD ROAD PLAN

3

CONTROL MEASURES

TEMPORARY EROSION


CL

WCL

W

SECTION A-A

CL

W

SECTION B-B

Possible Pavement

CL

11

Length

Rt.Lt.

Culvert, Unclassified Entrance Pipe

Excavation, Class 10

Aprons, Unclassified



102-3

Entrance

Pipe Culvert if necessary

EntranceEntrance

2' Typical

'V' Ditch

10:110:1

8:1 8:1

included in estimate of quantities.

Earthwork and material used for construction of entrances are

Edge of Shoulder

Normal Foreslope

50'

10:1

R.O.W. Line

Backslope

Top of

Ditch

Entrance

Backslope

Top of

R.O.W. Line

Entrance CL

DitchFlow

8:1

Thru RoadwayCLThru RoadwayCL

Normal Foreslope

Edge of Shoulder

LOCATION STATION

B B

H

installation.

entrance pipe culverts and cross sections for details of

may be required to fit culvert. Refer to tabulation of

toe of backslopes as shown. Some special shaping of ditch

Locate entrance pipe culverts to coincide with the line of the

vehicle from through roadway.

where practical to provide minimal hazard to an out of control

Smoothly shape and round surface and slopes of entrances

2

3

1

2

2

3

PR

SR

INFODESIGNER

LOCATION STATION

eg

dE t

ne

me

va

P

elbi

ssoP

eg

dE t

ne

me

va

P

el

biss

oP

SlopeVariable

SlopeVariable

SR

PR

3

Variable Slope25 feet of

Variable Slope25 feet of

WITHOUT PIPE

TYPE B OR C ENTRANCE

C C C C

(TYPICAL ENTRANCE)

SECTION C-C

A A

WITH PIPE

TYPE B OR C ENTRANCE

4

4

4

4

5

5 5

3:1 for new entrance. Existing slope for existing entrance.

3% for new entrance. Existing slope for existing entrance.

foreslope steeper than 6:1.

Smooth transition from 6:1 to existing foreslope if existing

entrance foreslopes.

existing entrance are 6:1 or flatter, transition to existing

Smooth transition to 6:1 at ROW line. If foreslopes of

EW-501

REVISION

10-20-15

SHEET 1 of 1



STANDARD ROAD PLAN

1

RURAL ENTRANCE


Pipe Entrance UnclassifiedCulvert,

10 ClassExcavation,8:1 Max.

8:1 Max

Safety Ramp

Normal Foreslope

FlowFlow

Normal Foreslope

Slope 10:1 or flatter without pipe, 8:1 or flatter with pipe.

PLAN

SECTION B-B

36'

2.0%

Flow

Possible Pipe Culvert

Flow

Ground LinePossible Existing

28'

ROW

CL Thru Roadway

CL Thru Roadway

36'

Safety Ramp

Possible Pipe Culvert

C LSide R

oad

LOCATION STATION

SECTION A-A

Length

Rt.Lt.

1 1

1

11

Aprons, Unclassified



102-3

H

CL

(when necessary) in ditch low point.Place Pipe Culvert

B

B

AA

EW-502

REVISION

04-18-17

SHEET 1 of 1

REVISIONS:Added Designer Info button.


STANDARD ROAD PLAN

2

SAFETY RAMP

INFODESIGNER


Normal Foreslope

slopevariable

50'

Normal Foreslope

C LSide R

oad

Normal Foreslope

slopevariable 50'

6:1

End of Return50'

Variable SlopeNormal Foreslope

Thru RoadwayCL

Shoulder Line

2

1

2

1

For normal foreslopes steeper than 6:1.

For normal foreslopes 6:1 or flatter.

NORMAL FORESLOPES

EW-503

REVISION

10-20-15

SHEET 1 of 2



STANDARD ROAD PLAN

1

SIDE ROAD GRADING

Normal Foreslope

slopevariable

50'

Normal Foreslope

slopevariable 50'

Side R

oad

C L

End of Return

Shoulder Line

Thru RoadwayCL

6:1 6:1

3.5:1

6:1

50'

50'

3.5:1

6:1

BARNROOF

EW-503

REVISION

10-20-15

SHEET 2 of 2



STANDARD ROAD PLAN

1

SIDE ROAD GRADING

earthwork - iowa department of transportation earthwork ew no. date title embankments ew-101...

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