3

PROJECT LOCATION SHOWN BY

%

3

310

3120

1730

PROJECT DESIGN CRITERIA

DESIGN SPEED

DIRECTIONAL DISTRIBUTION

ACCESS CONTROL

FUNCTIONAL CLASSIFICATION

TERRAIN

A.A.D.T.

A.A.D.T.

D.H.V.

TRUCKS

RURAL/URBAN

(2029)

(2039)

(2039)

% A.A.D.T.

% D.H.V.

V.P.H.

V.P.D.

V.P.D.

C.R. 200 NORTH

DESIGN DATA

TRAFFIC DATA

40/60

NONE

EXISTING NON-FREEWAY (3R)

ROLLING

LOCAL

35 mph

RURAL

1"=10'

1"=20'

1"=20'

1"=20'

ROAD PLANS

MAX. GRADE: 4.69%

{ {

PROFILE

PLAN

VERT:-

HORIZ:-

TRANS:-

LONG:-

SCALES:

NET LENGTH: 0.19 mi.

GROSS LENGTH: 0.19 mi.

CR 200 N CURVE CORRECTION

The Project Includes the Realignment Of The Curve On C.R. 200 North. The Project is Located In Section

10,11,14,15, Township 23 North, Range 4 West, In Fairfield Township, Tippecanoe County, Indiana.

INDIANA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS DATED 2020 TO BE USED WITH THESE PLANS.

SCALE: NONE

END PROJECT

P.O.T. Sta. 22+00.00 "A"

BEGIN PROJECT

P.O.T. Sta. 12+00.00 "PR-A"

Approx. 40°26'49" N. Lat. & 86°50'56" W. Long.

VICINITY MAP

FAIRFIELD TOWNSHIP, TIPPECANOE COUNTY

CERTIFIED BY:

DATE

CONTRACT PROJECT

SHEET

DESIGNATION

OF

FILE

BFS N

O.

SURVEY BOOK

C I V I L E N G I N E E R S

Butler FairmanSeufert

01 31

6130.9802

1/31/2020

UTILITIES

CAUTION

LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE

BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes,

inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE

IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR

WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND

EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND

UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL

CONSTRUCTION.

R

R

INDEX

SHEET NO. DESIGNATION

1 TITLE SHEET

02 PLAT NO. 1

03 DEMOLITION PLAN

04 TYPICAL CROSS SECTION

05 DETOUR

06-07 PLAN AND PROFILES

08 SUPERELEVATION DIAGRAM

09-12 EROSION CONTROL PLAN

13 PAVEMENT MARKINGS & SIGNAGE

14 MISCELLANEOUS TABLES

15 APPROACH & STRUCTURE DATA TABLES

16-31 CROSS SECTIONS

PRESIDENTTracy Brown

Thomas MurtaughVICE PRESIDENT

David Byers MEMBER

ATTEST: Bob Plantenga AUDITOR

TIPPECANOE COUNTY

BOARD OF COMMISSIONERS

Stewart Kline, P.E. County Highway Director/ERC

Electric:

DUKE ENERGY

100 South Mill Creek Road

Noblesville, IN 46062

Attn: Cindy Rowland

Email: cindy.rowland@duke-energy.com

(317) 776-5341

Communications:

FRONTIER COMMUMICATIONS

2401 Chicago Street

Valparaiso, Indiana 46383

Attn. Chuck McKean

P: (219) 531-6947

PROFESLANOIS ENG

INEE

R11100651No.

I NDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

P.O.T. Sta. 10+00.00 "A" =

P.O.T. Sta. 10+00.00 "PR-A"

P.O.T. Sta. 25+92.49 "A" =

P.C. Sta. 15+89.07 "A"

P.C. Sta. 18+12.41 "A"

P.T. Sta. 17+33.64 "A"

P.O.T. Sta. 19+24.84 "PR-A"(Back)=

P.T. Sta. 20+27.75 "A"(Ahead)

ROBERT W. JONES, ET AL

ROBERT W. JONES, ET AL

ROBERT W.JONES, ET AL

P.I. Sta. 16+82.32 "A"

Δ = 92°02'04" Lt.

P.I. Sta. 16+68.94 "PR-A"

Δ = 89°17'34" Lt.

CURVE DATA

P.I Sta. 16+82.32 "A"

Δ = 92°02'04" Lt.

R = 90.00'

T = 93.25'

L = 144.57'

E = 39.60'

CURVE DATA

P.I Sta. 16+68.94 "PR-A"

Δ = 89°17'34" Lt.

R = 315.00'

T = 311.13'

L = 490.91'

E = 127.75'

S.E. = 8%

P.I. Sta. 19+20.10 "A"

Δ = 2°44'31" Rt.

App. ⅊

App. Ex. R/W

R

/

W

A

p

p

.

E

x

.

R

/

W

A

p

p

.

E

x

.

R

/

W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

A

p

p

. E

x

. R

/W

App. Ex. R/W

App. Ex. R/W

A

p

p

.

E

x

.

R

/

W

A

p

p

.

⅊

&

L

A

R

/

W

A

p

p

.

L

A

R

/

W

A

p

p

.

E

x

.

R

/

W

R/W

R

/W

R

/

W

R

/

W

R/W

R/W

App. Section Line

App. Section Line & R/W

App. Section Line

App. Section Line &

R/W

R/W

App. Section Line

App. Section Line

LINE "PR-A"

LINE "A"

App. Section Line

LINE "A"

LINE

"A"

LINE

"A" &

"PR-

A"

Res. "A"

Res. "A"

Res. "A"

BEGIN PROJECT

P.O.T. Sta. 12+00.00 "PR-A"=

O.P.O.T. Sta. 12+00.00 Section Line,

6.81' Lt.

END PROJECT

P.O.T. Sta. 22+00.00 "A"

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

DRM

CWW

TIPPECANOE COUNTY INDIANA

PLAT NO. 1

1"=50'

NA

02 31

6130.9802

1/31/2020

19+

00

SEC. 11, T23N.,R4W

FAIRFIELD TWP.

TIPPECANOE COUNTY

SEC. 10, T23N.,R4W

FAIRFIELD TWP.

TIPPECANOE COUNTY

SEC. 15, T23N.,R4W

FAIRFIELD TWP.

TIPPECANOE COUNTY

SEC. 14, T23N.,R4W

FAIRFIELD TWP.

TIPPECANOE COUNTY

P.C. Sta. 13+57.81 "PR-A"

10+00

1

5

+

0

0

25+

00

P.T. Sta. 18+48.72 "PR-A"

E. 200 N

.

E. 200 N

.

E. 200 N.

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

OU

OU

OU

OU

OU

OU

OU

OU

OUOU

OU

O

U

OU

OU

OU

OU

OU

OU

T

T

T

T

T

T

T

T

T

T

TT

TT

TT

O

U

O

U

O

U

T

T

T

LIN

E "A"

C. R. 200 N.

C. R. 200 N

.

>

>

>

>

>

>

>

>

>

P.O.T. Sta. 1

0+00.00 "PR-A"

P.O.T. Sta. 25+92.49 "A"

P.C. Sta. 13+57.81 "PR-A"

P.T. Sta. 18+48.72 "PR-A"

2

5

+

9

2

1

0

+

0

0

1

5

+

0

0

2

5

+

0

0

L

I

N

E

"

P

R

-

A

"

BEGIN PROJECT

P.O.T. Sta. 12+00.00 "PR-A"

END PROJECT

P.O.T. Sta. 22+00.00 "A"

Remove Existing Road and Grade

To Drain

Remove Existing 30" Pipe

Tree Clearing Req'd. for Sight Distance

Grade From Proposed Edge of Shoulder

to Existing SW Ditch

Proposed Toe of Slope

P.O.T. Sta. 19+24.84 "PR-A"(Back) =

P.T. Sta. 20+27.75 "A"(Ahead)

LINE "A"

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

DEMOLITION AND GRADING PLAN

1"=50'

NA

03 31

6130.9802

1/31/2020

EXISTING ROAD REMOVAL

LEGEND

AREA OF GRADING

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

11'-0" 11'-0"

Construction Centerline

2%

2%

TYPICAL CROSS SECTION C.R. 200 N.

Profile Grade

K

K

Scale: 1/4" = 1'-0"

Limits of Subgrade Treatment

2'-0"

2'-0"

27

2'-0" 1'-0"

3

:

1

*

4

:

1

STA. 12+00.00 "PR-A" TO STA. 12+98.00 "PR-A"

27

2'-0"1'-0"

3

:

1

*

4

:

1

11'-0"

Construction Centerline

8%

TYPICAL CROSS SUPERELEVATION SECTION C.R. 200 N.

Profile Grade

K

K

Scale: 1/4" = 1'-0"

Limits of Subgrade Treatment

2'-0"

2'-0"

* 3:1 Typical , 2:1 Max.

Slopes Vary Where Conditions Warrant

See Cross Sections

27

2'-0"

STA. 12+98.00 "PR-A" TO STA. 19+09.00 "PR-A"

27

2'-0"

8%

STA. 19+09.00 "PR-A" TO STA. 22+00.00 "A"

2626

26

26

SODDED DITCH DETAIL

Not to Scale

Sodding As Noted

On The Plans

3

:

1

(

B

a

c

k

s

l

o

p

e

)

4

:

1

1'-0"

1'-0"

Varies 1'-0" to 6'-0"11'-0"

1'-0"

1'-0"

* 3:1 Typical , 2:1 Max.

Slopes Vary Where Conditions Warrant

See Cross Sections

3

:

1

*

4

:

1

*

*

3

:

1

*

4

:

1

4' 4'

1.5" in 90' Taper (Min.)

Milling, Transition

Length As Shown

On Plan & Profile

Exst. Pavement

1

1

2

" Saw CutTack Coat

PAVEMENT TERMINATION DETAIL

Not to Scale

Taper Lane 10' to 11' From Sta. 12+00 to 12+50 "PR-A"Rt.

Taper Shoulder 1' to 2' From Sta. 12+00 to 12+50 "PR-A" Lt. & Rt.

Taper Lane 11' to 10' From Sta. 21+50 to 22+00 "PR-A" Rt.

Taper Shoulder 2' to 1' From Sta. 21+50 to 22+00 "PR-A" Lt. & Rt.

2'-0"

27

** 4:1 Typical

Slopes Vary Where Conditions Warrant

See Cross Sections

K

L

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

BKM

CWW

TIPPECANOE COUNTY INDIANA

TYPICAL CROSS SECTIONS

1/4"=1'-0"

NA

04 31

6130.9802

1/31/2020

LEGEND

K

26

27

HMA PAVEMENT CONSISTING OF:

165#/Sys. QC/QA HMA 2, 64, Surface, 9.5mm, - SMA on

495#/Sys. QC/QA HMA 2, 64, BASE, 25.0mm

12" Compacted Aggregate No. 53, Base on

Sodding

Seed Mixture, R

Subgrade Treatment Type IB

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

L

HMA PAVEMENT CONSISTING OF:

165#/Sys. QC/QA HMA 2, 64, Surface, 9.5mm, - SMA

A

R

E

T

Z

A

IR

P

O

R

T

C.R. 200 N.

I-65

SCHUYLER AVE.

C.R.

400 E

.

U.S.

52

EISENHOWER RD.

S.R. 25 (HOOSIER HEARTLAND HWY.)

OLD S.

R. 25

GREENBUSH ST.

CREA

SY LN

.

C.R. 300 N.

C.R.

500 E

.

B

A12

11

500' 500' 500'

5

7

5

7

C

B

B

C

C

D

B

B

D

C

C

5

0

0

'

5

0

0

'

5

0

0

'

B

A

12

11

6

6

&

C

C

&

C

C

C

C

C

C

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

JMT

CWW

TIPPECANOE COUNTY INDIANA

DETOUR ROUTE

N/A

NA

05 31

6130.9802

1/31/2020

TRAFFIC FLOW

SYMBOL

MESSAGE

CODE TYPE QUANTITY

-

LEGEND

DETOUR ROUTE

DETOUR ROUTE MARKER ASSEMBLY

BARRICADE TYPE III-B

AREA OF CLOSURE

TRAFFIC SIGNS

ADVANCED DETOUR RMAA

2

DIRECTIONAL DETOUR RMAB

6

CONFIRMING DETOUR RMAC

13

END DETOUR RMAD

2

A

A 2

12

11

2

A

ROAD CLOSED TO THRU TRAFFIC R11-45

2

DETOUR AHEAD XW20-2

ROAD CLOSED AHEAD W20-3

A

ROAD CLOSED R11-26

2

B

DETOUR M4-107

2

D

panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15constructPanelMode:0constructPanels:36|24|18

END DETOUR

ROUTE MARKER ASSEMBLY

SCALE: NONE

XM4-8

XM4-6S

A

panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15constructPanelMode:0constructPanels:36|24|18

ROUTE MARKER ASSEMBLY

SCALE: NONE

XM4-8

panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18

M5-1 (R or L)

panelStyle:regulatory.ssipanelName:M6-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18

panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15constructPanelMode:0constructPanels:36|24|18

DIRECTIONAL DETOUR

ROUTE MARKER ASSEMBLY

SCALE: NONE

B

XM4-8

M6-1 (R or L)

panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15constructPanelMode:0constructPanels:36|24|18

CONFIRMING DETOUR

ROUTE MARKER ASSEMBLY

SCALE: NONE

C

XM4-8

M6-3

panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18

panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18

panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18

panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18

panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:21x15constructPanelMode:0constructPanels:36|24|18

A

CR 200 N CLOSED ON OR AFTER______ XG20-54

2

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

P.C. Sta. 15+89.07 "A"

P.T. Sta. 17+33.64 "A"

P.C. Sta. 13+57.81 "PR-A"

11+

00

12+

00

13+

00

14+

00

15+

00

16+

00

17+

00

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

OU

OU

T

T

T

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

(

G

r

a

s

s

)

(

G

r

a

s

s

)

(

G

r

a

s

s

)

(

G

r

a

s

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)

(

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r

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)

(

G

r

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s

s

)

(

B

it

.

M

a

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.

)

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.

2

0

0

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.

(

B

it

.

M

a

t

.

)

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.

2

0

0

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.

(

B

it

.

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.

)

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.

2

0

0

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.

(

E

d

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o

f

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o

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d

s

)

(E

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f W

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s

)

(

E

d

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f

W

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d

s

)

(

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)

(

E

d

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(

E

d

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f

W

o

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d

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)

(

G

r

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)

(

G

r

a

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s

)

(

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d

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f

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o

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d

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)

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u

a

r

d

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a

il (

A

lu

m

.)

G

u

a

r

d

R

a

i

l

(

A

l

u

m

.

)

30" C

MP

L

I

N

E

"

A

"

L

I

N

E

"

A

"

&

"

P

R

-

A

"

N

8

6

°

4

0

'3

7

"

E

P.I. Sta. 16+82.32 "A"

Δ = 92°02'04" Lt.

P.I. Sta. 16+68.94 "PR-A"

Δ = 89°17'34" Lt.

L

I

N

E

"

P

R

-

A

"

CURVE DATA

P.I Sta. 16+82.32 "A"

Δ = 92°02'04" Lt.

R = 90.00'

T = 93.25'

L = 144.57'

E = 39.60'

CURVE DATA

P.I Sta. 16+68.94 "PR-A"

Δ = 89°17'34" Lt.

R = 315.00'

T = 311.13'

L = 490.91'

E = 127.75'

S.E. = 8%

A

p

p

. E

x

. R

/

W

A

p

p

. E

x

. R

/

W

A

p

p

. E

x

. R

/

W

A

p

p

.

S

e

c

t

io

n

L

in

e

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p

p

.

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e

c

t

io

n

L

in

e

A

p

p

.

S

e

c

t

io

n

L

in

e

ROBERT W. JONES, ET AL

30" C

MP30

" CMP

C

o

n

s

t

r

.

L

im

it

s

C

o

n

s

t

r

.

L

i

m

i

t

s

BEGIN PROJECT

P.O.T. Sta. 12+00.00 "PR-A"=

R/W

R

/

W

R

/W

R

/

W

R

/

W

K

1

1

'

1

1

'

2

'

2

'

2

'

1

1

'

1

1

'

2

'

K

C

o

n

s

t

r

.

L

i

m

i

t

s

2

7

27

27

27

27

S

0

1

°

1

7

'1

9

"

E

S

0

1

°

1

7

'1

9

"

E

+90

25.00'

+90

35.00'

+50

50.00'

+20

50.00'

+60

55.00'

+95

120.00'

+90

Ex. R/W(11.00')

+90

Ex. R/W(11.00')

R

/

W

+74.63

57.36'

+57.07

26.57'

R

/

W

R

/

W

A

p

p

. E

x. R

/W

STRUCTURE No. 10

132' of 30" RCP Pipe w/1 P.E.S.

& 1 G.B.E.S. Type 1 Req'd.

+

8

9

9 Tons Revetment Riprap on

18 Sys. Geotextile Type 1A

9 Tons Revetment Riprap on

18 Sys. Geotextile Type 1A

Sawcut

R

e

m

o

v

e

G

u

a

r

d

r

a

i

l

Monument Type C, Req'd.

Remove Exist. Pipe

5

0

'

T

a

p

e

r

1

0

'

1

1

'

1

'

1

'

9

0

'-

0

"

2

0

6

S

y

s

.

M

illin

g

,

T

r

a

n

s

it

io

n

L

M

a

t

c

h

L

i

n

e

-

S

t

a

.

1

7

+

0

0

"

P

R

-

A

"

520

530

540

550

560

570

580

520

530

540

550

560

570

580

11+00 12+00 13+00 14+00 15+00 16+00 17+00

559.6

559.3

558.8

558.2

557.6

557.0

556.5

556.1

555.7

555.4

555.1

554.8

554.5

554.4

554.2

554.1

553.8

553.5

553.2

553.6

553.9

554.2

554.8

555.8

556.3

556.8

557.3

557.9

558.7

559.5

559.9

557.00

556.43

555.85

555.29

554.80

554.41

554.10

553.88

553.76

553.72

553.77

553.91

554.14

554.45

554.77

555.09

555.41

555.73

556.05

556.37

556.69

557.01

557.33

557.66

558.04

558.48

PVI Sta. 13+50

PVI El. 552.69

200' V.C.

-2.8

7%

1.60%

BEG

IN

PRO

JECT

Sta. 12+

00.00 "PR-A"

Elev. 557.00

Profile Grade

Existing Grade Along Line "PR-A"

Grade Spec. V Ditch Req'd. Lt.

(Plotted 10' Below Datum)

3.1

9%

-0.40%

-4.90%

-1.98%

+50, El. 558.40

+89, El. 550.57

+50, El. 553.50

+50, El. 551.52

178 Sys. Ditch Sodding Req'd. Lt.

165 Sys. Ditch Sodding Req'd. Lt.

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

PLAN AND PROFILE

1"=20'

1"=10'

06 31

6130.9802

1/31/2020

T.B.M. 1 -Mag Spike Set, E. Side of Power Pole #685691

Sta. 16+22.10 Line "A", 22.60' Lt., Elev. 554.48

SEC. 11, T23N.,R4W

FAIRFIELD TWP.

TIPPECANOE COUNTY

SEC. 10, T23N.,R4W

FAIRFIELD TWP.

TIPPECANOE COUNTY

All R/W on this Sheet to be as shown. All R/W

Described from Line "A" unless otherwise noted.

EARTHWORK SUMMARY

UNDERCUTTING* 496 Cys.

COMMON EXCAVATION 3990 Cys.

EXISTING ROAD REMOVAL 243 Cys.

FILL +25% 1,439 Cys.

WASTE 2,794 Cys.

WASTE FROM UNDERCUTTING* 496 Cys.

The Above Quantities Includes 5 Cys. of Cut and 0

Cys. of Fill + 25% for Drives

11+4

2.25,

19.06

' Pwp

ou5

13+8

0.03,

23.86

' Pwp

6856

9013

+80.0

3, 23

.86' O

vr. Hd

. Elec

-Tele.

16+2

1.99,

25.49

' Ovr.

Hd. E

lec-Te

le.16

+22.0

8, 25

.44' P

wp 68

5691

16+2

2.49,

26.68

' B.M

. #1

16+4

8.67,

15.31

' Guy

Wr. A

nc.

16+8

4.68,

19.99

' Tele

. Spl.

Bx.

17+5

7.40,

71.41

' Bou

lder

17+7

4.99,

14.64

' Rd.

Sn., C

rv_Rt

18+5

2.89,

63.46

' Con

c. ROW

Mrkr

.

13+4

8.23,

15.05

' Rd.

Sn., _

Crv_L

t

13+9

7.54,

15.41

' Rd.

Sn., L

eft

15+7

2.58,

17.19

' Rd.

Sn., _

Crv_L

t

16+1

4.46,

22.09

' Rd.

Sn., R

ight

16+2

9.58,

21.87

' Alum

. Grd.

Rail

16+4

2.56,

21.83

' Rd.

Sn., L

eft16

+44.2

3, 21

.88' R

d. Sn

., Righ

t

16+5

5.14,

25.32

' Rd.

Sn., L

eft16

+57.0

7, 26

.57' M

onum

ent /4

02 (")

16+6

0.98,

26.06

' Rd.

Sn., R

ight

16+7

1.12,

15.70

' Alum

. Grd.

Rail

16+7

3.11,

20.13

' Rd.

Sn., L

eft16

+74.3

5, 20

.11' R

d. Sn

., Righ

t

16+7

8.24,

33.43

' Guy

Wr. A

nc.16

+79.1

7, 32

.34' G

uy Wr

. Anc.

16+8

7.68,

25.91

' Pwp

6856

9216

+87.6

8, 25

.91' O

vr. Hd

. Elec

-Tele.

16+9

2.64,

15.61

' Alum

. Grd.

Rail

16+9

6.57,

19.49

' Rd.

Sn., L

eft16

+98.5

3, 19

.95' R

d. Sn

., Righ

t17

+07.7

3, 15

.60' A

lum. G

rd. Ra

il17

+34.3

2, 15

.16' A

lum. G

rd. Ra

il17

+34.3

6, 17

.81' R

d. Sn

., Left

17+8

3.33,

18.34

' Rd.

Sn., L

eft17

+86.6

7, 14

.57' A

lum. G

rd. Ra

il

Topo station offset notes taken from Line "A".

LEGEND

HMA Pavement: See Typical Sections

Seeding Mixture, R

K

27

Sta. 16+68.01, 19.55' Lt. "A"

Rebar W/ "Traverse" Cap, Set Flush

Sta. 13+51.83, 29.11' Lt. "A"

Rebar W/ "Traverse" Cap, Set 1/2" B.G.

Line "A"

C.R. 200 N.

N. Most Cor. Of

N. Most Post Of

Guardrail

Guardrail

PK Nail W/

Washer In

N. Side Of Pwp.

E. Face

Of Pwp.

3

4

.2

0

'

3

5

0

°

A

z

.

56.64'

270° Az.

34.20'

350° Az.

Line "A"

C.R. 200 N

.

E. Face

Of Pwp.

E. Edge Of

Lt. Curve Sgn.

W/ Light

E. Edge Of

Lt. Arrow Sgn.

44.45'

270° Az.

2

8

.0

0

'

1

9

0

°

A

z

.

64.62'

220° Az.

* As Directed by Engineer

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

HMA Pavement: See Typical SectionsL

P.C. Sta. 18+12.41 "A"

P.T. Sta. 19+24.84 "PR-A"(Back)=

P.T. Sta. 20+27.75 "A"(Ahead)

P.T. Sta. 18+48.72 "PR-A"

16+

00

17+

00

18+

00

19+

00

21+

00

22+

00

23+

00

24+

00

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

>

>

>

>

Fie

ld Entrance

(Bit. M

at.)

(G

ravel)

(G

rass)

(G

rass)

(G

rass)

(Bit. M

at.)

E. 200 N

.

(Edge of W

oods)

(E

d

g

e o

f W

o

o

d

s)

(Edge o

f W

oods)

G

uard Rail (Alu

m

.)

G

uard Rail (Alu

m

.)

12" RCP

L

IN

E

"A

"

LIN

E "A"

N

89°25'0

8"E

N

8

6

°

4

0

'3

7

"E

P.I. Sta. 19+20.10 "A"

Δ = 2°44'31" Rt.

E = 127.75'

S.E. = 8%

ROBERT W. JONES, ET AL

ROBERT W. JONES, ET AL

App. Ex. R/W

App. Ex. R/W

A

p

p

. E

x. R

/W

App. Ex. R/W

App. Sectio

n L

ine

END PROJECT

P.O.T. Sta. 22+00.00 "A"

Constr. Lim

its

C

o

n

str. Lim

its

R

/

W

K

11'

11'

2'

2'

27

27

+95

120.00'

+90

Ex. R/W(62.14')

+48.98

Ex. R/W(36.48')

R

/W

13' Mod. Cl. V Drive Req'd.

+

7

4

O

L

I

N

E

"

P

R

-

A

"

Do N

ot D

isturb Exis

tin

g G

uardrail

Do N

ot D

isturb Exis

tin

g G

uardrail

Cle

an Sedim

ent in

Pip

e

Do N

ot D

isturb Pip

e

10'

11'

1'

1'

90'-0"

207 Sys. M

illing, Transitio

n

L

Saw

cut

M

a

t

c

h

L

in

e

-

S

t

a

.

1

7

+

0

0

"

P

R

-

A

"

520

530

540

550

560

570

580

520

530

540

550

560

570

580

17+00 18+00 19+00 21+00 22+00 23+00 24+0024+03

559.9

557.1

556.3

558.8

560.2

561.2

562.2

563.1

564.0

565.0

565.9

566.8

567.7

568.6

569.6

570.6

571.6

572.5

573.5

574.5

575.4

576.3

577.2

578.1

579.0

579.9

580.8

581.7

582.6

583.6

584.5

584.7

558.48

558.99

559.56

560.19

560.88

561.63

562.44

563.32

564.25

565.19

566.12

567.06

567.86

568.80

569.74

570.68

571.61

572.55

573.49

574.43

575.36

4.69%

PVI Sta. 17+50

PVI El. 559.09

200' V.C.

END PROJECT

Sta. 22+00.00 "A"

Elev. 575.36

Profile Grade

Existing Grade Along Line "PR-A"

Grade Spec. V Ditch Req'd. Lt.

(Plotted 10' Below Datum)

+75, El. 556.50

3.1

9%

See Previous Sheet for Ditch Sodding

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

PLAN AND PROFILE

1"=20'

1"=10'

07 31

6130.9802

1/31/2020

SEC. 11, T23N., R4W

FAIRFIELD TWP.

TIPPECANOE COUNTY

SEC. 14, T23N., R4W

FAIRFIELD TWP.

TIPPECANOE COUNTY

All R/W on this Sheet to be as shown. All R/W

Described from Line "A" unless otherwise noted.

17+7

4.99,

14.64

' Rd.

Sn., C

rv_Rt

18+5

2.89,

63.46

' Con

c. ROW

Mrkr

.

19+8

1.74,

16.74

' Rd.

Sn., C

rv_Rt

20+7

9.81,

18.04

' Alum

. Grd.

Rail

23+5

3.43,

13.99

' Rd.

Sn., 3

5_MP

H

17+8

3.33,

18.34

' Rd.

Sn., L

eft17

+86.6

7, 14

.57' A

lum. G

rd. Ra

il

19+1

1.20,

20.29

' Pwp

6856

9319

+11.2

0, 20

.41' O

vr. Hd

. Elec

-Tele.

21+4

8.14,

21.52

' Pwp

6856

9421

+48.2

2, 21

.69' O

vr. Hd

. Elec

-Tele.

21+5

0.39,

39.69

' Con

c. ROW

Mrkr

.

21+8

2.33,

17.34

' Alum

. Grd.

Rail

23+4

2.20,

14.50

' Rd.

Sn., 4

5_MP

H

Topo station offset notes taken from Line "A".

LEGEND

HMA Pavement: See Typical Sections

Seeding Mixture, R

L

27

6" Compacted Aggregate No. 53O

Sta. 20+78.29, 14.36' Rt. "A"

Mag. Nail, Set Flush

C.R. 200 N. Line "A"

S. Edge Of

Rt. Curve Sgn.

N. Face

Of Pwp.

S.W. Cor.

Of Stl. Post

30.22'

350° Az.

70.45'

90° Az.

24.80'

170° Az.

Pvt. Dr.

C.R. 200 N. Line "A"

Guardrail

Mag. Nail In

N. Face Of Pwp.

S. Edge Of

Speed Lmt. Sgn.

N. Edge Of

Speed Lmt. Sgn.

33.17'

270° Az.

34.61'

330° Az.

20.76'

110° Az.

Sta. 23+75.37, 12.52' Rt. "A"

Rebar W/ "Traverse" Cap, Set Flush

5

0

' T

a

p

e

r

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

HMA Pavement: See Typical SectionsK

e = 8%

R = 315'

P.I. STA. 16+68.94 "PR-A"

P.T. STA. 18+

48.72 "PR-A"

P.C. STA. 13+

57.81 "PR-A"

DESIGN SPEED 35 MPH

12+00

0.26'

15+00

Right Edge of Pavement

Left Edge of Pavement

210' Transition Length Full Superelevation

Grade as Shown on Profile

1.04'

1.04'

60' VC (Typ.)

Left & Right Edge of Pavement

-

0

.

6

2

%

-

0

.

6

2

%

+98

+08

+99

210' Transition Length

0.26'

Left & Right Edge of Pavement

20+00

-

0

.

6

2

%

+09

-

0

.

6

2

%

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

JCS

BKM

JCS

TIPPECANOE COUNTY INDIANA

SUPERELEVATION DIAGRAM

1"=50'

1"=5'

08 31

6130.9802

1/31/2020

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

P.O.T. Sta. 10+00.00 "PR-A"

P.O.T. Sta. 25+92.49 "A"

P.C. Sta. 13+57.81 "PR-A"

P.T. Sta. 18+48.72 "PR-A"

25+

92

10+

00

11+

00

12+

00

13+

00

14+

00

15+

00

16+

00

17+

00

18+

00

19+

00

21+

00

22+

00

23+

00

24+

00

25+

00

>

>

>

>

>

>

>

>

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

O

U

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

O

U

O

U

O

U

T

T

T

L

I

N

E

"

P

R

-

A

"

C

R

2

0

0

N

C

R

2

0

0

N

HoA

BEGIN PROJECT

P.O.T. Sta. 12+00.00 "PR-A"

END PROJECT

P.O.T. Sta. 22+00.00 "A"

HoA

KpC3

KpC3

KpC3

KaA

KaB2

9 Tons Revetment R

iprap On

16 Sys. Geotextile

Type 1A Req'd.

5

6

2

5

6

1

5

6

0

5

5

9

5

5

8

557

5

5

6

5

5

5

5

5

5

5

5

6

5

5

7

5

5

8

5

6

5

5

6

5

5

7

0

5

7

5

5

7

4

5

6

0

5

6

5

5

7

0

5

6

9

565

5

5

5

5

7

5

5

7

6

5

6

0

5

6

0

5

6

1

5

6

2

554

555

5

5

6

5

5

7

5

5

8

5

5

9

5

6

0

5

6

1

5

6

2

5

6

3

5

6

4

5

5

4

5

5

3

5

5

3

5

5

4

5

5

8

5

5

6

5

5

5

S

F

S

F

S

F

S

F

S

F

SF

S

F

S

F

S

F

S

F

S

F

L

I

N

E

"

P

R

-

A

"

L

I

N

E

"

A

"

5

6

6

5

6

7

5

6

8

5

6

9

5

7

0

5

7

1

5

7

2

5

7

3

5

7

4

5

7

5

5

7

6

5

7

7

5

7

8

5

7

9

5

8

0

+

7

0

+

0

7

+

0

2

+

0

0

+

8

9

+

4

5

9 Tons Revetment Riprap On

16 Sys. Geotextile

Type 1A Req'd.

TS

TS

TS

TS

TS

TS

TS

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

MRO

JCS

JMT

JCS

TIPPECANOE COUNTY INDIANA

EROSION CONTROL

1"=50'

NA

09 31

6130.9802

1/31/2020

SF

CULVERT PIPE PROTECTION

ROCK CHECK DAM

PERIMETER PROTECTION (SILT FENCE)

PROPOSED DITCH

> >

LEGEND

SOIL TYPE IDENTIFICATION

CrA

TS

TEMPORARY SEEDING PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

MRO

JCS

JMT

JCS

TIPPECANOE COUNTY INDIANA

EROSION CONTROL NOTES

N/A

NA

10 31

6130.9802

1/31/2020

Rule 5 Checklist - Section A:

Construction Plan Elements

1. Index Showing Locations Of Required Plan Elements

Plan Index: See Erosion Control Plan Sheets.

Estimated Start: June 1, 2019

Estimated Completion Date: November 30, 2020

2. 11x17 Inch Plat With Building, Lots, Boundaries, Road Layout Names

See Plat No. 1.

3. Narrative Describing Nature And Purpose Of Project

The Purpose Of The Project Is Road Reconstruction-Realignment And Culvert

Replacement.

4. Vicinity Map Showing Project Location

See Title Sheet

5. Legal Description Of The Project Site

Latitude: 40°26'49"N, Longitude: 86°50'56"W; Sections 10 and 11; Township 23N;

Range 4W; From Approximately 2390' South Of SR 25 Along CR 200 N For 1000'. See

The Title Sheet For Vicinity Map.

6. Location Of All Site Improvements

Improvements Shall Be Contained Within The Construction Limits As Shown On The

Plan & Profile Sheets.

7. Hydrologic Unit Code

05120107050010

8. Note Any State Or Federal Water Quality Permits

N/A

9. Specific Points Where Stormwater Discharge Will Leave The Site

15+88 "PR-A" 30" Culvert Under Road

See The Plan & Profile Sheets

10. Location And Name Of All Wetlands, Lakes And Water Courses On And Adjacent To The

Site

There Is A Wetlands 200' South Of Construction Limits.

11. Identification Of All Receiving Waters

Stormwater Will Discharge To Wildcat Creek .

12. Identification Of Potential Discharges To Ground Water (Abandoned Well, Sinkholes,

Etc.)

Potential Locations For Groundwater Infiltration Include Roadside Ditches.

13. 100 Year Floodplains, Floodways, And Floodway Fringes

N/A

14. Pre-Construction And Post Construction Estimate Of Peak Discharge (10 Year Storm

Event)

Location Pre-Counstruction (10 yr.) Post-Construction (10 yr.)

15+89 "PRA" 20.46 cfs 19.82 cfs

15. Adjacent Land Use, Including Upstream Watershed

The Land Use Within, And Adjacent To, The Project Limits Mostly Consists Of Woods

And Farmland.

16. Construction Limits

See The Plan & Profile Sheets For Construction Limits.

17. Identification Of Existing Vegetative Cover

The Project Is Located Mostly On Grassy Areas And Woods.

18. Soils Map Including Soil Descriptions And Limitations

HoA Hononegah fine sandy loam: 0 To 2% Slopes, Water Capacity Is Low,

Permeability Is Rapid

KaB2 Kalamazoo Loam: 0 To 6% Slopes, Gently Sloping, Well Drained

KpC3 Kosciusko gravelly sandy clay loam: 6 To 12% Slopes, Moderately Sloping, Well

Drained

19. Locations, Size And Dimensions Of Proposed Stormwater Systems (e.g. Pipes, Swales,

And Channels)

See The Plan & Profile Sheets.

20. Plans For Any Off Site Construction Activities Associated With This Project (Sewer/Water

Tie-ins)

The Soil Stockpile Will Be Located On The North Side Of Existing CR 200 N At Aprox.

Sta. 14+30 "PR-A"

21. Locations Of Proposed Soil Stockpiles And/or Borrow Disposal Areas

Proposed Borrow Or Disposal Sites Shall Be Identified By The Contractor Before The

Material Is Excavated Or Disposed Of Within Or Outside The R/W in Accordance

w/Section 203.08, 203.09, & 212. The Contractor Shall Comply w/The Special

Provision Entitled "Temporary Erosion Control Measures" & Section 108.04 Of The

INDOT Standard Specifications.

22. Existing Site Topography At An Interval Appropriate To Indicate Drainage Patterns

See The Plan & Profile, Erosion Control, & Cross Section Sheets.

23. Proposed Final Topography At An Interval Appropriate To Indicate Drainage Patterns

Refer To The Cross Sections For Final Topography.

Rule 5 Checklist - Section B:

Stormwater Pollution Prevention Plan-Construction Component

1. Description Of Potential Pollutant Sources Associated With Construction Activities.

See The Potential Storm Water Pollutants And Spill Prevention Handling Table Located On

The Erosion Control Details.

2. Sequence Describing Stormwater Quality Measure Implementation Relative To Land

Disturbing Activities.

Preconstruction:

A. Notify Project Owner

B. Verify The Location Of Any And All Underground Utilities.

C. Install Temporary Construction Entrances.

D. Exhibit Rule 5 Information At The Job Site. Contractor Shall Designate A Person

Responsible For On-Site Inspections And For Providing This SWPPP On-Site.

E. Install Silt Fence.

Construction:

A. Install Erosion Control Measures As Each Phase of Construction Operation Begins, As

Required; Which May Include But Is Not Limited To Inlet Protection, Silt Fence, Rock

Check Dams, and Riprap.

B. Install Staging Areas, Material Storage Areas, & Fueling Stations.

C. Construct CR 200 N, beginning with Clearing of Right-Of-Way. Progress to earth

work, Drainage Construction, And Road Reconstruction.

D. Temporary Seed Disturbed Areas If To Be Disturbed More Than 7 Days.

E. Complete various above grade items (Signage, Pavement Markings, Etc.).

F. Install Permanent Sodding and Seeding.

3. Stable Construction Entrance Locations And Specifications (At All Points Of Ingress And

Egress)

The Contractor Shall Utilize Existing Streets And Drives As Much As Possible For Construction

Ingress And Egress. The Contractor Shall Keep Public Roads And Private Drives Clear And

Remove All Dust, Dirt, And Debris As A Result Of Construction Activities. Temporary

Construction Entrances Shall Meet The Requirements Of The Construction Gravel Entrance

As Shown On The Erosion Control Details.

4. Sediment Control Measures For Sheet Flow Areas

Sediment Control Will Be Handled Via Silt Fence , And By Temporary & Permanent Seeding.

See The Plan & Profile And Erosion Control Sheets.

5. Sediment Control Measures For Concentrated Flow Areas

Sediment Control Will Be Handled Via Rock Check Dams And Riprap. See The Erosion

Control Sheets.

6. Storm Sewer Inlet Protection Measure Locations And Specifications

None.

7. Runoff Control Measures (e.g. Diversions, Rock Check Dams, Slope Drains, Etc.)

Runoff Will Be Controlled By Storm Culvert, Rock Check Dams,

Silt Fence, & Temporary Seeding. See The Erosion Control Sheets.

8. Stormwater Outlet Protection Specifications

Stormwater Outlet Protection Will Be Handled Via Riprap, Rock Filter Berms, Or Rock Check

Dams. See The Erosion Control Sheets & Erosion Control Details.

9. Grade Stabilization Structure Locations And Specifications.

None.

10. Location, Dimensions, Specifications, And Construction Details Of Each Stormwater

Quality Measure.

See The Erosion Control Sheets & Erosion Control Details.

11. Temporary Surface Stabilization Methods Appropriate For Each Season.

Seeding Of Disturbed Areas Shall Be Implemented For All Disturbed Land Left Inactive For A

Period Of 14 Days.

12. Permanent Surface Stabilization Specifications.

Permanent Seeding Shall Be Implemented For All Disturbed Land And Shall Occur Once Final

Grading Has Been Completed. See The Plan & Profile Sheets & Erosion Control Details.

13. Material Handling And Spill Prevention Plan

Vehicle And Equipment Maintenance: Onsite Vehicle And Equipment Maintenance Should

Only Be Used Where It Is Impractical To Send Vehicles And Equipment Offsite For

Maintenance And Repair. If Maintenance Must Occur Onsite, The Area Where Repairs Are

To Be Made Must Be Located Away From Drainage Courses. Drip Pans And/Or Absorbent

Pads Should Be Used During Vehicle And Equipment Maintenance Work That Involves Fluids,

Unless The Maintenance Work Is Performed Over An Impermeable Surface In A Dedicated

Maintenance Area. Inspect Onsite Vehicles And Equipment Daily At Startup For Leaks, And

Repair Immediately. Properly Dispose Of Used Oils, Fluids, Lubricants And Spill Cleanup

Materials. Do Not Place Used Oil In A Dumpster Or Pour Into A Storm Drain Or Watercourse.

Rule 5 Checklist - Section B: (Continued)

Vehicle Fueling: Onsite Vehicle And Equipment Fueling Should Only Be Used Where It Is

Impractical To Send Vehicles And Equipment Offsite For Fueling. Drip Pans And Absorbent

Pads Should Be Used During Vehicle And Equipment Fueling, Unless The Fueling Is

Performed Over An Impermeable Surface In A Dedicated Fueling Area. Nozzles Used In

Vehicle And Equipment Fueling Should Be Equipped With An Automatic Shutoff To Control

Drips. Fueling Operations Should Not Be Left Unattended. Federal, State, And Local

Requirements Should Be Observed For Any Stationary Above Ground Storage Tanks.

Debris Collection: To Prevent Clogging Of The Storm Drainage System, Litter And Debris

Removal From Drainage Grates, Trash, Rocks, And Ditch Lines Should Be A Priority.

Construction Debris And Waste Should Be Removed From The Site Biweekly Or More

Frequently As Needed. Construction Material Visible To The Public Should Be Stored In An

Orderly Manner. Stormwater Runoff Should Be Prevented From Contacting Stored Solid

Waste.

Alert Procedure For Spills: In The Event Of A Material Spill (Fuel, Oil, Fluids, Lubricants,

Etc.), Barricade The Area Allowing No Vehicles To Enter Or Leave The Spill Zone. Notify The

Indiana Department Of Environmental Management (IDEM), Office Of Emergency Response,

By Calling The Appropriate Phone Number: Office 317-233-7745 Or Toll Free:

800-233-7745. Also, The National Response Center At 800-424-8802 And Provide The

Following Information: Time Of Observation Of The Spill, Location Of The Spill, Identify

Material Spilled, Probable Time And Source Of Spill, Weather Conditions, Personnel At Scene

And Action Initiated By Personnel. Notify The Local Fire Department And Police Department.

Coordinate And Monitor Cleanup Until The Situation Has Been Stabilized And The Spill Has

Been Eliminated.

14. Monitoring And Maintenance Guidelines For Each Proposed Stormwater Quality Measure.

The Contractor Shall Maintain All Water Quality Measures During Construction To Prevent

Any Blockages From Accumulated Sediment. Monitoring Of The Protective Measures Shall

Be Done On A Weekly Basis And Again Within 24 Hours Of Every Half-Inch Rain Event.

Maintenance Shall Include A Written Record Of Each Inspection That Is Made Within 24

Hours Of A Rain Event And Weekly. The Written Record Shall Be Made Available Upon

Request.

Temporary Construction Entrance: Inspect Weekly, Within 24 Hours Of Every Half-Inch Rain

Event, And After Heavy Use.

A. Reshape Pad As Needed.

B. Top Dress Pad As Needed.

C. Remove Immediately Any Mud And Sediment Tracked Or Washed Onto The Street

Using Brushing Or Sweeping. Flush Area Only If Runoff Will Be Flowing Through A

Sediment Trap.

D. Repair Any Damaged Pavement Immediately.

Silt Fence:

A. Replace If Torn, Starts To Degrade, Or Becomes Ineffective In Anyway.

B. Remove Sediment When It Reaches Half Of The Fence Height Taking Care Not To

Undermine.

C. Remove Trash And Other Debris From Riser, Emergency Spillway, And Pool Area.

D. Clean Or Replace Aggregate Around The Riser If The Sediment Pool Does Not

Dewater Within 48 To 72 Hours Following A Stormwater Runoff Event.

Rock Check Dam:

A. Inspect Check Dams And The Channel After Each Storm Event, And Repair Any

Damage Immediately. If Significant Erosion Occurs Between Dams, Install A Riprap

Liner In That Portion Of The Channel.

B. Remove Sediment Accumulated Behind Each Dam As Needed To Maintain Channel

Capacity, To Allow Drainage Through The Dam, And To Prevent Large Flows From

Displacing Sediment.

C. Add Aggregate To The Dams As Needed To Maintain Design Height And Cross

Section.

D. When The Dams Are No Longer Needed, Remove The Aggregate And Stabilize

Channel Using An Erosion Resistant Lining, If Necessary.

Riprap:

A. Check For And Repair Any Adjacent Erosion.

B. Repair Washed Out Areas.

Temporary Seeding:

A. Monitor Until It Reaches 70% Coverage.

B. Reseed As Needed.

C. Install Additional Erosion Control To Help Establish Cover.

Check And Maintain Any Additional Erosion Control Measures As Needed.

15. Erosion & Sediment Control Specifications For Individual Building Lots.

N/A.

Rule 5 Checklist - Section C:

Stormwater Pollution Prevention Plan-Post Construction Component

1. Description Of Pollutants And Their Sources Associated With The Proposed Land Use.

See The Potential Storm Water Pollutants And Spill Prevention Handling Table Located On The

Erosion Control Details.

2. Sequence Describing Stormwater Quality Measure Implementation.

All Disturbed Ground Will Be Seeded Immediately After Grading Or When The Project Is

Substantially Complete. Riprap Splash Pads And Geotextiles Shall Be Constructed As Soon As

Outlet Structures Are Installed. See The Plan & Profile, Erosion Control & Erosion Control

Detail Sheets.

3. Description Of Proposed Post Construction Stormwater Quality Measures.

Seed Will Be Used In All Disturbed Areas For Permanent Stormwater Quality Measures.

Geotextiles Will Be Utilized Under Riprap At All Locations In Accordance w/INDOT Standard

Specifications 616.11. Riprap Splash Pads Shall Be Constructed At Pipe Outlets As Shown On

The Plan & Profile And Erosion Control Sheets In Accordance With 616.05.

4. Location, Dimensions, Specifications, And Construction Details Of Each Stormwater Quality

Measure.

See The Erosion Control Sheets & Erosion Control Details.

5. Description Of Maintenance Guidelines For Post Construction Stormwater Quality Measures.

The Contractor Shall Ensure That Revegetated Areas Become Fully Established And Shall

Water And Re-Seed As Necessary. The Owners Shall Clean Up Trash And Shall Perform

Maintenance On The Storm Sewer System At Regularly Scheduled Intervals.

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

MRO

JCS

JMT

JCS

TIPPECANOE COUNTY INDIANA

EROSION CONTROL NOTES

N/A

NA

11 31

6130.9802

1/31/2020

NOTES:

If Construction Activities Take Place During The Months Of November Through

February, Use Dormant Seeding Practices In Place Of Temporary And

Permanent Seeding Practices.

See Chapter 7 Of The Indiana Storm Water Quality Manual, For Additional

Seeding Recommendations.

Spread Fertilizer Uniformly Over Finish Graded Surfaces At A Rate Of 20 Pounds Per 1,000 Square Feet.

Thoroughly Disk, Harrow, Or Rake Fertilizer Into Soil To Depth Not Less Than 2 Inches.

Distribute Seed Mix Same Day As Fertilizer Is Applied. Spread Evenly At A Rate Of 3 Pounds Per 1,000

Square Feet. Rake Lightly And Compact Areas With 100 Pound Roller.

Cover Areas With Straw Evenly Spread At A Rate Of 2 Tons Per Acre Immediately After Seeding. Water

Areas With Fine Spray. Do Not Flood Or Create Washes. Protect Seeded Areas From Erosion.

Continue Watering Of These Areas On A Daily Basis For The Remainder Of The Construction Period.

Hold Sloped Areas Steeper Than 2 (Horizontal) To 1 (Vertical) With Wire Mesh Or Stakes And Wire.

EROSION CONTROL NOTES

GENERAL:

Take Measures To Control Erosion And Sedimentation To Assure That Sediment Is Not Transported From

The Site By Storm Events. Practices Such As Silt Traps Or Filters Shall Be Installed Prior To Land Disturbing

Activities. New Drainage Swales Shall Be Seeded And/Or Sodded, Or Other Protective Practices Applied,

Immediately Following Construction. All Practices Shall Be Maintained To Remove Sediment From Runoff

Leaving The Site As Long As Unstabilized Soil Conditions Exist.

After Land Disturbing Activities Cease And The Soil Is Stabilized, Temporary Erosion Control Measures May

Be Eliminated If Their Purpose Has Been Fulfilled. Any Disturbed Soil Resulting From Removal Of Such

Practices Shall Be Stabilized By Approved Methods.

Dispose Properly All Waste And Unused Building Materials Including, But Not Limited To, Garbage, Debris,

Cleaning Wastes, Water, Toxic Materials, And Hazardous Substances. Do Not Allow Substances To Be

Carried By Runoff Into A Receiving Channel Or Storm Sewer System.

Clean Public Or Private Roadways Daily And After Major Storms Using Acceptable Methods To Remove Any

Accumulated Sediment. The Developer's Contractors Are Responsible For Supervision Of The Construction

Activity Within The Development And Shall Take All Necessary Actions To Remove Sediment From The

Streets.

For Construction Sequence, Maintenance, And Other Soil Erosion Requirements, See Specifications For Site

Clearing, Slope Protection, Erosion Control, Landscaping, And Seeding.

Erosion And Sediment Control Practices Must Adhere To, Or Exceed Those Shown On The Erosion Control

Plan, (And Rule 5 327 IAC 15-5) And Shall Be In Accordance With The Indiana Storm Water Quality Manual,

Indiana Department Of Environmental Management.

SURFACE STABILIZATION:

Cut Slopes Which Are To Be Topsoiled Should Be Scarified To A Minimum Depth Of 4 Inches Prior To

Placement Of Topsoil. Install Erosion Control Blankets On All Slopes Of 3 (Horizontal) To 1 (Vertical).

Stabilize All Disturbed Ground Left Inactive For Fifteen Or More Days By Seeding, Sodding, Mulching, Or By

Other Equivalent Erosion Control Practices. See The Landscape Plan For Permanent Ground Cover

Requirements Adjacent To The Building And Parking Areas.

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PAD:

Construct The Temporary Gravel Drive Using 2-3 Inches INDOT CA No. 53 Washed Stone Over A Stable

Foundation, 6 Inches Minimum Thickness. Geotextile Fabric May Be Used Under Wet Conditions Or For Soils

Within A High Seasonal Water Table To Provide Greater Bearing Strength. Grade For Positive Drainage.

Inspect The Entrance Pad Area Weekly And After Storm Events Or Heavy Use. Reshape The Pad As Needed

For Drainage And Runoff Control. Top Dress Pad With Clean Stone.

SODDING:

Do Not Install Sod On Hot, Dry Soil, Frozen Soil, Compacted Clay, Loose Sand Or Gravel, Or Pesticide

Treated Soil. Ideal Sodding Time Is May 1-June 1, Or September 1-October 20, Although It Can Be Installed

As Early As March 15, If Available And Temperatures Are Above 32°F, Or June 1-September 1 If Irrigated.

Install Sod After Other Erosion Control Practices Have Been Completed. Break Up Compacted Soils

Sufficiently To Create A Favorable Rooting Depth Of 6-8 Inches, Using A Chisel Plow, Disk, Harrow, Or Rake.

Apply Topsoil If The Site Is Otherwise Unsuitable For Establishing Vegetation. Shape, Smooth, And Firm

The Soil Surface.

Have The Soil In The Sod Bed Tested To Determine Its pH And Nutrient Level. If The pH Is Too Acidic For

The Grass Sod To Be Installed, Apply Lime According To Test Results Or At The Rate Recommended By The

Sod Supplier.

Fertilize As Recommended By The Soil Test. If Testing Was Not Done, Consider Applying 400-600 Lbs./Acre

Of 12-12-12 Analysis Fertilizer, Or Equivalent Fertilizer, As Recommended By The Soil Test. Work The

Fertilizer Into The Soil To 2-4 Inches Deep.

TREE CONSERVATION/PROTECTION:

Protect Trees From Construction Equipment By Fencing Off An Area Equivalent To The Tree's Crown With

Temporary Construction Safety Fence. If A Fence Cannot Be Erected, Cushion The Rooting Area With 6

Inches Of Wood Chips, Or Wood Or Brick Paths.

Create Traffic Patterns Such As To Keep Soil Compaction To A Minimum. Store Supplies And Equipment

Away From Protected Tree Areas. Aerate Soil Where Compaction Has Been Excessive.

When Clearing Areas Adjacent To Protected Trees, Use Equipment Such As A Brush Cutter Or Rotary Ax, Or

Cut By Hand. Where Root Areas Must Be Graded, Cut Large Roots Instead Of Tearing Them With

Equipment.

Irrigated

Oats

FERTILIZER:

20 Percent Annual Rye Grass

40 Percent Creeping Red Fescue

STRAW:

40 Percent Kentucky Bluegrass

SEEDS:

Clean And Free Of Weed Seeds

Commercial Fertilizer (12-12-12)

Irrigation Required

Increase Seeding Rate By 50%

If Mulch Applied And Planted Late Summer

Seeding Dates May Be Extended 5 Days

DEC

Permanent Seeding Dates

Non-Irrigated*

Dormant Seeding**

Annual Rye Grass

Temporary Seeding Dates

Wheat Or Rye

FEBJAN MAR APR MAYSEPJULJUN

AUG OCTNOV

SEEDING:

The Following Table Is For General Seeding Information Only. Consult The Indiana Storm Water Quality

Manual For Recommendations Relating To Steep Banks And Cuts, High Maintenance Areas, And Channels

And Areas Of Concentrated Flow.

EROSION CONTROL NOTES (Con't)

Minimize Changes In The Drainage Pattern. Avoid Putting Fill Over The Root System.

Prune Low Hanging Limbs That Could Otherwise Be Broken Off By Equipment.

Repair Wounds Simply By Removing Damaged Bark And Wood Tissue (Do Not Use Tree Paint).

EROSION CONTROL BLANKETS:

Use Machine Produced Mat Of Straw Fiber Matrix Or Curled Wood Excelsior Of 80 Percent, 6 Inch Or

Longer Fiber Length.

Evenly Distribute Fibers Over Entire Area Of Blanket To Provide Consistent Thickness.

Provide Blanket With Top Side Covered With Biodegradable Extruded Plastic Mesh.

Treat Blankets To Impart Smolder Resistance Without Use Of Chemical Additives.

Provide "Curlex Blankets" By American Excelsior Company, Or "S150" By North American Green, Or

Accepted Substitute.

EROSION CONTROL BLANKET STAPLES:

Use Minimum 0.091 Inch Diameter Steel Wire "U" Shape With Legs 6 Inches In Length With 1 Inch

Crown.

Potential Storm Water Pollutants Material Handling and Spill Prevention

Trade Name

/Material

Source

Chemical/Physical Description

Storm Water Pollutants Remedial Action

Fertilizer Landscaping Activities Liquid or Solid Grains Nitrogen, Phosphorus (1), (2), (3)

Cleaning Solvents Normal Business Operation Colorless, Blue Or Yellow-Green

Liquid

Percholoroethylene, Methylene

Chloride, Trichloroethylene,

Petroleum Distillates

Seal Drains & Inlets w/Plastic And Or

Tape And Collect Excess, (1), (2),

(3), (4)

Asphalt Site Construction Black Solid Oil, Petroleum Distillates (1), (2) Due To Contamination Of

Runoff Before Curing Is Complete

Concrete Bridge Construction White Solid Limestone, Sand Concrete Washout Areas Shall Be

Utilized & Concrete Disposed Of

Properly Once Hardened (2).

Paints Roadway Striping Various Colored Liquids Metal Oxides, Stoddard Solvent,

Talc, Calcium Carbonate,

Arsenic

Care Should Be Taken To Minimize

Overspray (1), (2), (3), (4)

Curing Compounds Site Construction Creamy White Liquid Naphtha (1), (2), (3), (4)

Wastewater From

Constr. Equipment

Washing

Construction Equipment WaterSoil, Oil, Grease, Solids Equipment Washing Shall Be Executed

In A Location Which Does Not Cause

Wastewater To Drain Directly To Storm

Sewers Or Ditches (i.e. Flat Vegetated

Area) (2)

Hydraulic

Oil/Fluids

Construction Equipment, Cars Brown Oily Petroleum

Hydrocarbon

Mineral Oil Storm Structures Incorporate A Hooded

Outlet Preventing Floatables From

Exiting Site, (3), (4)

Gasoline On Site Storage Tanks, Cars,

Construction Equipment, Fueling

Operations

Colorless, Pale Brown Or Pink

Petroleum Hydrocarbon

Benzene, Ethyl Benzene,

Toluene, Xylene, MTBE

Storage Tanks Shall Have Emergency

Storage Capacity Below Tank In Case

Of Rupture, 3'x3'x6" Spill Pans Shall Be

Used During Fueling. (3), (4)

Diesel Fuel On Site Storage Tanks, Cars,

Construction Equipment, Fueling

Operations

Clear, Blue-Green To Yellow

Liquid

Bpetroleum Distillate, Oil And

Grease, Naphthalene, Xylenes

Storage tanks shall have emergency

storage capacity below tank in case of

rupture, 3'x3'x6" spill pans shall be

used during fueling. (3), (4)

KeroseneCleaning Operations, Heaters Pale Yellow Liquid Petroleum

Hydrocarbon

Coal Oil, Petroleum Distillates,

Arsenic, Copper

3'x3'x6" Spill Pans Shall Be Used During

Fueling Operations And Cleaning Of

Equip. To Catch Excess, (1), (2), (3), (4)

Antifreeze CoolantConstruction Equipment, Cars Clear Green/Yellow Liquid Ethylene Glycol, Propylene

Glycol, Heavy Metals (Copper,

Lead, Zinc)

(1), (2), (3), (4)

Soil Erosion Exposed Soil Solid Particles Soil Sediment Erosion Control Measures (This Sht.)

Solid Waste Trash Normal Business Operation Trash, Debris, Refuse Trash, Debris, Refuse Trash Cans Shall Be Utilized On Site

During And After Construction

This Table Was Provided For General Information Only To Supplement Information Used In The Rule 5 Permitting Process. The Contractor Is Responsible For

Material Handling And Spill Mitigation Procedures.

Notes:

1. All Excess Materials Shall Be Collected And Disposed Of In Accordance With All Federal, State And Local Regulations.

2. Material Shall Not Be Applied Immediately Preceding, During Or Following Rainfall (When Applicable).

3. Spillage Should Be Cleaned Immediately By A Trained Individual And Disposed Of Per Note (2).

4. Store In Sealed Containers Appropriate For Specific Use.

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

MRO

JCS

JMT

JCS

TIPPECANOE COUNTY INDIANA

EROSION CONTROL DETAILS

AS NOTED

NA

12 31

6130.9802

1/31/2020

NOTES:

Installation:

Excavate A Cutoff Trench Into The Swale Banks And Extend It A Minimum Of 18 Inches Beyond

The Top Of Bank. Place The Rock In The Cutoff Trench And Channel to The Limits And

Dimensions Shown.

Extend The Rock At Least 18 Inches Beyond The Top Of Bank To Keep Overflow Water From

Undercutting The Dam As It Re-Enters The Channel.

Space Dams So That The Upstream Dam Toe Elevation And The Overflow Weir Of The

Downstream Dam Top Elevation Are The Same.

(A 1% Swale Slope Would Equal 200' Spacing)

Stabilize The Channel Above The Uppermost Dam.

Erosion Resistant Lining Shall Extend At Least 6" Below Lowest Dam.

Maintenance:

Inspect Check Dams And The Channel After Each Storm Event, And Repair Any Damage

Immediately. If Significant Erosion Occurs Between Dams, Install A Riprap Liner In That Portion

Of The Channel.

Remove Sediment Accumulated Behind Each Dam As Needed To Maintain Channel Capacity, To

Allow Drainage Through The Dam, And To Prevent Large Flows From Displacing Sediment.

Add Aggregate To The Dams As Needed To Maintain Design Height And Cross Section.

When The Dams Are No Longer Needed, Remove The Aggregate And Stabilize Channel Using

An Erosion Resistant Lining, If Necessary.

Swale Flowline

Top Of Bank

18"

Flo

w

24"

(M

ax.)

Revetment Riprap

(M

in.)

18"

18" (M

in.)

30" (M

ax.)

5.0' (Max.)

NOTES:

Installation:

Silt Fence Is Not Recommended For Use As A Diversion And Should Not Be Used Across A Stream,

Channel, Ditch, Swale, Or Anywhere That Concentrated Flow Is Anticipated.

Lay Out The Location Of The Fence So That It Is Parallel To The Contour Of The Slope And At Least

10 Feet Beyond The Toe Of The Slope To Provide A Sediment Storage Area. Turn The Ends Of The

Fence Up Slope Such That The Point Of Contact Between The Ground And The Bottom Of The Fence

End Terminates At A Higher Elevation Than The Top Of The Fence At Its Lowest Point

Along The Entire Fence Line, Dig An 8 Inch Deep Flat Bottomed Or V-Shaped Trench. Place Fence

According To Manufacturer's Recommendations.

Maintenance:

Inspect The Silt Fence Weekly And After Each Storm Event.

If Fence Fabric Tears, Starts To Decompose, Or In Any Way Becomes Ineffective, Replace The

Affected Portion Immediately.

Remove Deposited Sediment When It Reaches Half The Height Of The Fence At Its Lowest Point Or

Is Causing The Fabric To Bulge.

Take Care To Avoid Undermining The Fence During Clean Out.

After The Contributing Drainage Area Has Been Stabilized, Remove The Fence And Sediment

Deposits, Bring The Disturbed Area To Grade, And Stabilize.

8" Embedment

(M

in.)

8"

FLOW

4"

Ground Line

Metal, Synthetic,

Or Wood Post

18" (M

in.)

Metal, Synthetic, or Wood Post

Geotextile

INDOT CA No. 5

Aggregate

2:1 Or Flatter

Silt Fence

Metal, Synthetic,

Or Wood Post

ROCK CHECK DAM DETAIL

NOT TO SCALE

SECTION

9"

(M

in.)

SILT FENCE (SEDIMENT FENCE) DETAIL

NOT TO SCALE

UNSUPPORTED SILT FENCE

TRENCH DETAIL

JOINT DETAIL

ELEVATION

2

:

1

End Stone 1' (Min.)

Above Stone Berm

Design Elevation

2'

1'

2'

Flow

Flow

(M

ax.)

3'

Rip Rap

Coarse Aggregate

Rip Rap

Coarse Aggregate

Filter Fabric

NOTES:

Installation:

Excavate Only Deep Enough For Both Filter And Riprap. Compact Any Fill Material To The Density

Of The Surrounding Undisturbed Soil.

Place Geotextile Fabric On The Smoothed Foundation, Overlapping The Edges 12 Inches

Minimum. Secure With Anchor Pins Spaced Every 3 Feet Along The Overlap.

Immediately After Installing The Filter, Place Stone To Dimensions And Grade Shown On The

Erosion Control Plan,

Tie The Stone Berm Into The Culvert Embankment A Minimum Of 1 Foot Above The Design

Elevation of The Stone Berm

Maintenance:

Inspect Culvert Pipe Protection After Each Storm Event, And Repair Any Damage Immediately.

Remove Sediment Accumulated Behind Each Culvert Pipe Protector As Needed To Maintain

Capacity, To Allow Drainage Through The Culvert Pipe Protection, And To Prevent Large Flows

From Displacing Sediment.

Add Rock To The Culvert Pipe Protection As Needed To Maintain Design Height And Cross Section.

When The Culvert Pipe Protection Is No Longer Needed, Remove The Rock And Stabilize Channel

Using An Erosion Resistant Lining, If Necessary.

CULVERT PIPE PROTECTION DETAIL

NOT TO SCALE

PLAN SECTION

1

:

1

2

:

1

Swale Flowline

Geotextile

Compacted

Soil

Geotextile

Fabric

Revetment Riprap

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

P.O.T. Sta. 10+00.00 "PR-A"

P.O.T. Sta. 25+92.49 "A"

P.C. Sta. 13+57.81 "PR-A"

P.T. Sta. 18+48.72 "PR-A"

25+

92

10+

00

11+

00

12+

00

13+

00

14+

00

15+

00

16+

00

17+

00

18+

00

19+

00

21+

00

22+

00

23+

00

24+

00

25+

00

>

>

>

>

>

>

>

>

48

48

48

47

47

47

47

47

47

1

1

'

1

1

'

1

1

'

1

1

'

1

1

'

1

1

'

BEGIN PROJECT

P.O.T. Sta. 12+00.00 "PR-A"

END PROJECT

P.O.T. Sta. 22+00.00 "A"

panelStyle:warning.ssipanelName:W1-2RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:BIKE.:18x18,MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48 constructPanelMode:0constructPanels:36|24|18

panelStyle:warning.ssipanelName:W1-2RpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:BIKE.:18x18,MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48constructPanelMode:0constructPanels:36|24|18

panelStyle:warning.ssipanelName:W13-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:18x18,SPCL.:24x24 constructPanelMode:0constructPanels:36|24|18

panelStyle:warning.ssipanelName:W13-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:STD.:18x18,SPCL.:24x24constructPanelMode:0constructPanels:36|24|18

W1-2R

W13-1P

+

5

0

W1-2L

W13-1P

+

5

0

LIN

E "PR-A"

P.O.T. Sta. 19+24.84 "PR-A" (Back)=

P.T. Sta. 20+27.75 "A"(Ahead)

L

I

N

E

"

A

"

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

PAVEMENT MARKINGS & SIGNAGE

1"=50'

NA

13 31

6130.9802

1/31/2020Line, Paint, Solid, White, 4"47

Line, Paint, Solid, Yellow, 4"48

LEGEND

Ground Mounted, Sheet Sign

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

JMT

JCS

TIPPECANOE COUNTY INDIANA

MISCELLANEOUS TABLES

N/A

NA

14 31

6130.9802

1/31/2020

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

C I V I L E N G I N E E R S

Butler FairmanSeufertCHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

JCS

CWW

JMT

JCS

TIPPECANOE COUNTY INDIANA

APPROACH TABLE

N/A

NA

15 31

6130.9802

1/31/2020

PROFESLANOIS ENG

INEE

R11100651No.

INDIANA

STATE OF

REG SI TERED TEE

HSYLR

J

CA

SOANNA

12+00

550

555

560

565

570

550

555

560

565

570

R/W R/W

P.G

. 557.00

P.G

. 557.00

11+50

550

555

560

565

570

550

555

560

565

570

Cut Area (Sq.

Ft.)

0

Cut Vol

(Cys.)

0

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

Cut Area (Sq.

Ft.)

53

Cut Vol

(Cys.)

49

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

3

:

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

16 31

6130.9802

BEGIN PROJECT

STA. 12+00 "PR-A"

12+50

545

550

555

560

565

570

545

550

555

560

565

570

13+00

545

550

555

560

565

570

545

550

555

560

565

570

R/W

R/W

P.G

. 555.56

P.G

. 555.56

R/W

R/W

P.G

. 554.41

P.G

. 554.41

Cut Area (Sq.

Ft.)

150

Cut Vol

(Cys.)

188

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

Cut Area (Sq.

Ft.)

197

Cut Vol

(Cys.)

321

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

3

.

0

0

:

1

3

:

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

17 31

6130.9802

13+50

545

550

555

560

565

570

545

550

555

560

565

570

13+75

545

550

555

560

565

570

545

550

555

560

565

570

R/W

R/W

P.G

. 553.81

P.G

. 553.81

R/W

R/W

P.G

. 553.72

P.G

. 553.72

Cut Area (Sq.

Ft.)

194

Cut Vol

(Cys.)

362

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

Cut Area (Sq.

Ft.)

157

Cut Vol

(Cys.)

163

Fill Area (Sq.

Ft.)

1

Fill Vol (Cys.)

0

3

.

0

0

:

1

3

.

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

18 31

6130.9802

14+00

545

550

555

560

565

570

545

550

555

560

565

570

14+25

545

550

555

560

565

570

545

550

555

560

565

570

R/W

R/W

P.G

. 553.77

P.G

. 553.77

R/W

R/W

P.G

. 553.96

P.G

. 553.96

Cut Area (Sq.

Ft.)

130

Cut Vol

(Cys.)

133

Fill Area (Sq.

Ft.)

2

Fill Vol (Cys.)

1

Cut Area (Sq.

Ft.)

107

Cut Vol

(Cys.)

110

Fill Area (Sq.

Ft.)

3

Fill Vol (Cys.)

3

3

.

0

0

:

1

3

.

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

19 31

6130.9802

14+50

545

550

555

560

565

570

545

550

555

560

565

570

14+75

545

550

555

560

565

570

545

550

555

560

565

570

R/W

R/W

P.G

. 554.29

P.G

. 554.29

R/W

R/W

P.G

. 554.69

P.G

. 554.69

Cut Area (Sq.

Ft.)

69

Cut Vol

(Cys.)

81

Fill Area (Sq.

Ft.)

16

Fill Vol (Cys.)

9

Cut Area (Sq.

Ft.)

56

Cut Vol

(Cys.)

58

Fill Area (Sq.

Ft.)

38

Fill Vol (Cys.)

25

2

.

7

5

:

1

2

.

7

5

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

20 31

6130.9802

15+00

545

550

555

560

565

545

550

555

560

565

15+25

545

550

555

560

565

545

550

555

560

565

R/W

R/W

P.G

. 555.09

P.G

. 555.09

R/W

R/W

P.G

. 555.49

P.G

. 555.49

Cut Area (Sq.

Ft.)

69

Cut Vol

(Cys.)

58

Fill Area (Sq.

Ft.)

62

Fill Vol (Cys.)

46

Cut Area (Sq.

Ft.)

85

Cut Vol

(Cys.)

71

Fill Area (Sq.

Ft.)

94

Fill Vol (Cys.)

72

3

.

0

0

:

1

3

.

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

21 31

6130.9802

15+50

545

550

555

560

565

545

550

555

560

565

15+75

545

550

555

560

565

545

550

555

560

565

R/W

P.G

. 555.89

P.G

. 555.89

R/W

P.G

. 556.29

P.G

. 556.29

Cut Area (Sq.

Ft.)

138

Cut Vol

(Cys.)

104

Fill Area (Sq.

Ft.)

107

Fill Vol (Cys.)

93

Cut Area (Sq.

Ft.)

194

Cut Vol

(Cys.)

154

Fill Area (Sq.

Ft.)

99

Fill Vol (Cys.)

95

3

.

0

0

:

1

3

.

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

22 31

6130.9802

15+89

545

550

555

560

565

545

550

555

560

565

16+25

545

550

555

560

565

570

545

550

555

560

565

570

R/W

P.G

. 557.09

P.G

. 557.09

Cut Area (Sq.

Ft.)

221

Cut Vol

(Cys.)

108

Fill Area (Sq.

Ft.)

85

Fill Vol (Cys.)

48

Cut Area (Sq.

Ft.)

249

Cut Vol

(Cys.)

313

Fill Area (Sq.

Ft.)

73

Fill Vol (Cys.)

105

Structure No. 10

3

.

0

0

:

1

3

.

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

23 31

6130.9802

16+50

545

550

555

560

565

570

545

550

555

560

565

570

16+75

545

550

555

560

565

570

545

550

555

560

565

570

R/W

P.G

. 557.49

P.G

. 557.49

R/W

P.G

. 557.94

P.G

. 557.94

Cut Area (Sq.

Ft.)

273

Cut Vol

(Cys.)

242

Fill Area (Sq.

Ft.)

95

Fill Vol (Cys.)

78

Cut Area (Sq.

Ft.)

289

Cut Vol

(Cys.)

260

Fill Area (Sq.

Ft.)

96

Fill Vol (Cys.)

89

3

.

0

0

:

1

3

.

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

24 31

6130.9802

17+00

545

550

555

560

565

570

545

550

555

560

565

570

17+25

545

550

555

560

565

570

545

550

555

560

565

570

R/W

P.G

. 558.48

P.G

. 558.48

R/W

R/W

P.G

. 559.12

P.G

. 559.12

Cut Area (Sq.

Ft.)

267

Cut Vol

(Cys.)

258

Fill Area (Sq.

Ft.)

85

Fill Vol (Cys.)

84

Cut Area (Sq.

Ft.)

208

Cut Vol

(Cys.)

220

Fill Area (Sq.

Ft.)

65

Fill Vol (Cys.)

69

3

.

0

0

:

1

3

.

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

25 31

6130.9802

17+50

550

555

560

565

570

550

555

560

565

570

17+75

550

555

560

565

570

550

555

560

565

570

R/W

R/W

P.G

. 559.86

P.G

. 559.86

R/W

R/W

P.G

. 560.70

P.G

. 560.70

Cut Area (Sq.

Ft.)

133

Cut Vol

(Cys.)

158

Fill Area (Sq.

Ft.)

39

Fill Vol (Cys.)

48

Cut Area (Sq.

Ft.)

88

Cut Vol

(Cys.)

102

Fill Area (Sq.

Ft.)

18

Fill Vol (Cys.)

26

3

.

0

0

:

1

3

.

0

0

:

1

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

26 31

6130.9802

18+00

550

555

560

565

570

575

550

555

560

565

570

575

18+25

550

555

560

565

570

575

550

555

560

565

570

575

R/W

R/W

P.G

. 561.63

P.G

. 561.63

R/W

R/W

P.G

. 562.66

P.G

. 562.66

Cut Area (Sq.

Ft.)

25

Cut Vol

(Cys.)

52

Fill Area (Sq.

Ft.)

7

Fill Vol (Cys.)

11

Cut Area (Sq.

Ft.)

30

Cut Vol

(Cys.)

25

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

3

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

27 31

6130.9802

18+50

550

555

560

565

570

575

550

555

560

565

570

575

19+00

550

555

560

565

570

575

550

555

560

565

570

575

R/W

R/W

P.G

. 563.78

P.G

. 563.78

R/W

R/W

P.G

. 566.12

P.G

. 566.12

Cut Area (Sq.

Ft.)

28

Cut Vol

(Cys.)

27

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

Cut Area (Sq.

Ft.)

30

Cut Vol

(Cys.)

54

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

28 31

6130.9802

20+50

555

560

565

570

575

555

560

565

570

575

R/W

R/W

P.G

. 568.33

P.G

. 568.33

20+75

555

560

565

570

575

555

560

565

570

575

R/W

R/W

P.G

. 569.50

P.G

. 569.50

Cut Area (Sq.

Ft.)

36

Cut Vol

(Cys.)

58

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

Cut Area (Sq.

Ft.)

36

Cut Vol

(Cys.)

34

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

-5.2

0%

13' Cl. V Drive Req'd. @ Sta. 20+74 "A"

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

29 31

6130.9802

21+00

555

560

565

570

575

580

555

560

565

570

575

580

21+50

555

560

565

570

575

580

555

560

565

570

575

580

R/W

R/W

P.G

. 570.68

P.G

. 570.68

R/W

R/W

P.G

. 573.02

P.G

. 573.02

Cut Area (Sq.

Ft.)

39

Cut Vol

(Cys.)

35

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

Cut Area (Sq.

Ft.)

41

Cut Vol

(Cys.)

74

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

30 31

6130.9802

22+00

555

560

565

570

575

580

585

555

560

565

570

575

580

585

R/W R/W

P.G

. 575.36

P.G

. 575.36

22+50

560

565

570

575

580

585

560

565

570

575

580

585

Cut Area (Sq.

Ft.)

40

Cut Vol

(Cys.)

75

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

Cut Area (Sq.

Ft.)

0

Cut Vol

(Cys.)

37

Fill Area (Sq.

Ft.)

0

Fill Vol (Cys.)

0

CHECKED:CHECKED:

DESIGNED: DRAWN:

0

SCALE: 1" = 5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

C I V I L E N G I N E E R S

Butler FairmanSeufertCONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

1" = 5'

1" = 5'

LINE "PR-A"

JCS

CWW

BKM

JCS

TIPPECANOE COUNTY INDIANA

C.R. 200 N

31 31

6130.9802

END PROJECT

STA. 22+00 "A"