3

PROJECT LOCATION SHOWN BY

%

3

185

1,850

1,320

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

(2018)

(2038)

(2038)

% A.A.D.T.

% D.H.V.

V.P.H.

V.P.D.

V.P.D.

CR 500 NORTH

DESIGN DATA

TRAFFIC DATA

50/50

None

Reconstruction

Level

Minor Arterial

40 MPH

Rural

The Project Includes Installation of Traffic Signal at The Intersection of C.R. 500 North and C.R. 50 West.

INDIANA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS DATED 2018 TO BE USED WITH THESE PLANS.

SCALE: NONE

END PROJECT

P.O.T. Sta. 110+50 "A"

BEGIN CONSTRUCTION

P.O.T. Sta. 49+00 "S-1-A"

Approx. 40°29'22" N. Lat. & 86°54'57" W. Long.

VICINITY MAP

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

1 1

1

5-31-19

UTILITIES

Sanitary Sewer

American Suburban Utilities

3350 West CR 350 North

West Lafayette, Indiana 47906

Attn. Tammy Grandstaff

P (765) 463-3856

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

2 PLAT NO. 1

3 MAINTENANCE OF TRAFFIC

4-5 EROSION CONTROL PLAN

6-10 SIGNAL SHEETS

11 SIGN TABLE AND SIGN DETAILS

PRESIDENTDAVID BYERS

TRACY BROWN VICE PRESIDENT

THOMAS MURTAUGHMEMBER

ATTEST: BOB PLANTENGA AUDITOR

TIPPECANOE COUNTY

BOARD OF COMMISSIONERS

STEWART KLINE, P.E. COUNTY HIGHWAY DIRECTOR/ERC

ROAD PLANS

TRAFFIC SIGNAL INSTALLATION

C.R. 500 N. & C.R. 50 W.

3

%

3

1,020

10,200

7,300

% A.A.D.T.

% D.H.V.

V.P.H.

V.P.D.

V.P.D.

CR 50 WEST

50/50

None

3R (Non-Freeway)

Level

Minor Arterial

50 MPH

Rural

Communications

Comcast

335 East 10th Street

Anderson, Indiana 46016

Attn. Buddy Cabiness

P (765) 622-2904

Electric

Duke Energy

1619 W. Deffenbaugh Street

Kokomo, Indiana 46902

Attn. Connie Maus

P. (765) 454-6180

Communications

Frontier Communications

2401 Chicago Street

Valparaiso, Indiana 46383

Attn. Chuck McKean

P. (219) 531-6947

Water

Indiana-American Water Co.

555 E. County Line Road, Suite 201

Greenwood, Indiana 46143

Attn. Mike Seals

P. (317) 885-2444

Communications

Indiana Dataline, LLC

427 N. 6th Street, Suite C

Lafayette, Indiana 47901

Attn. Mike Wehr

P. (765) 269-8510

Electric

Tipmont REMC

403 South Main Street

Linden, Indiana 47955

Attn. Joe Kline

P. (765) 426-6170

Gas

Vectren

3419 Rascal Drive

Lafayette, Indiana 47909

Attn. Steven Neal

P. (765) 449-5673

END CONSTRUCTION

P.O.T. Sta. 51+00 "S-1-A"

BEGIN PROJECT

P.O.C. Sta. 108+00 "A"

FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD ENGINEERING SCALES.

REDUCED SIZED PLANS WILL NOT CONFORM TO STANDARD SCALES.

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA

P.O.T. Sta. 99+53.22 "A"

P.C. Sta. 100+95.50 "A"

P.T. Sta. 105+53.60 "A"

20' U

tility &

D

rainage Easem

ent

20' U

tility &

D

rainage Easem

ent

40' Electric Line Easem

ent

20' Water Easement

25' U

tility &

D

rainage Easem

ent

15' U

tility &

D

rainage Easem

ent

2.5' U

tility Easem

ent

20' W

ater Easem

ent

20' Utility & Drainage

Easement

40' Sewer & Utility Easement

Blanket Electric Line

Easement

Blanket Electric Line

Easement

Blanket Electric Line

Easement

6' U

tility &

D

rainage Easem

ent

6' U

tility &

D

rainage Easem

ent

6' U

tility &

D

rainage Easem

ent

6' Utility & Drainage Easement

6' Utility & Drainage Easement

6' Utility & Drainage Easement

15' U

tility Easem

ent

10' U

tility Easem

ent

20' Water Easement

P.I. Sta. 103+24.56 "A"

Δ = 1°08'42" Rt.

CURVE DATA

P.I Sta. 103+24.56 "A"

Δ = 1°08'42" Rt.

R = 22923.55'

T = 229.06'

L = 458.10'

E = 1.14'

LINE "A"LINE "A"

LINE "A

"

LINE "A" & App.

1

4 Sec. Line

LIN

E "S-1-A"

6' U

tility &

D

rainage Easem

ent

BEGIN PROJECT

P.O.T. Sta. 108+00.00 "A"

END PROJECT

P.O.T. Sta. 110+50.00 "A"

END CONSTRUCTION

P.O.T. Sta. 51+00.00 "S-1-A"

BEGIN CONSTRUCTION

P.O.T. Sta. 49+00.00 "S-1-A"

P.I. Sta. 109+22.94 "A" =

Δ = 0°00'54" Lt.

(No Curve Run)

P.I. Sta. 50+00.00 "S-1-A"

Δ = 0°14'54" Lt.

(No Curve Run)

LIN

E "S-1-A"

App. 14 Sec. Line

App.

Sec.

Line

App.

Sec.

Line

Electric Easement in favor of

Tippecanoe-Montgomery County R.E.M.C

(Limits Cannot be Determined)

SHEPERD'S POINT

SUBDIVISION

LOT 3

LOT 2

LOT 1

LOT 4

ZACHARY S. &MEGAN L.BOLYARD

SHEPERD'S POINT

SUBDIVISION PART 2

LOT 5

LOT 6

LOT 31

LOT 30

SHEPERD'S POINT

SUBDIVISION PART 2

HAWTHORNE RIDGE

SUBDIVISION PART 1

LOT 9

BOARD OF COMMISSIONERSOF THE COUNTY OF

TIPPECANOE, INDIANA

CHRISTALDETTMAN &

DAN TOWERY

JULIE K.DWIGGINS

THERESA A.EBERLE

MICHAEL A. &DEE ELLEN

GIBSON

JOSEPH A.HEDRICK

WILLIAM P.KEYS JR. &

CATHY JEANKEYS

DANIEL L. HENDERSON

ROD G. &VERNA L.YODER

THE NORTH AMERICANISLAMIC TRUST, INC.

TIPPECANOE DEVELOPMENT,LLC

SEC. 31, T.24N., R.4W.

WABASH TOWNSHIP

TIPPECANOE COUNTY

SEC. 30, T.24N., R.4W.

WABASH TOWNSHIP

TIPPECANOE COUNTY

SEC. 31, T.24N., R.4W.

WABASH TOWNSHIP

TIPPECANOE COUNTY

SEC. 30, T.24N., R.4W.

WABASH TOWNSHIP

TIPPECANOE COUNTY

R/W

R

/

W

R/W

R/W

R/W

R

/

W

R/W

R/W

Res. "A"

Res. "A"

Res. "A"

Res. "A"

App. ⅊

A

p

p

. ⅊

A

p

p

. ⅊

App. ⅊

App. ⅊

App. ⅊

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊A

p

p

. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊ App. ⅊

App. ⅊

A

p

p

. ⅊

App. ⅊ App. ⅊App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

R/W

Temp.

R/W

Temp.

R/W

App. ⅊

R/W

App. ⅊

App. ⅊

31 30

31 30

45+00

55+00

100+

00

105+

00

110+

00

115+

00

C.R. 50 W.

C.R. 50 W.

C.R. 500 W

.

C.R. 500 W

.

BOARD OF COMMISSIONERSOF THE COUNTY OF

TIPPECANOE

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.

MW

JCS

JMT

JCS

TIPPECANOE COUNTY

PLAT NO. 1

1"=60'

N/A

2 11

61435-31-19

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA

60+

00

41+

00

42+

00

43+

00

44+

00

45+

00

46+

00

47+

00

48+

00

49+

00

50+

00

51+

00

52+

00

53+

00

54+

00

55+

00

56+

00

57+

00

58+

00

59+

00

LIN

E "A"

P.O.T. Sta. 50+00.00 "S-1-A" =

P.O.T. Sta. 109+22.94 "A"

CR. N

. 50 W

.

CR. W. 500 N.

BEGIN CONSTRUCTION

P.O.T. Sta. 49+00.00 "S-1-A"

END CONSTRUCTION

P.O.T. Sta. 51+00.00 "S-1-A"

LINE "S-1-A"

O

H

E

&

T

OHE&T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

TO

HE&

TO

HE&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OHE&T

OHE&T

OHE&T

O

H

E

&

T

BEGIN PROJECT

P.O.T. Sta. 108+00.00 "A"

END PROJECT

P.O.T. Sta. 110+50.00 "A"

ROAD

AHEAD

CONSTRUCTION

XW20-1

ROAD

AHEAD

CONSTRUCTION

XW20-1

ROAD

AHEAD

CONSTRUCTION

XW20-1

ROAD

AHEAD

CONSTRUCTION

XW20-1

END

CONSTRUCTION

XG20-2

END

CONSTRUCTION

XG20-2

END

CONSTRUCTION

XG20-2

END

CONSTRUCTION

XG20-2

ONE LANE

AHEAD

ROAD

XW20-4

XW20-7

ONE LANE

AHEAD

ROAD

XW20-4

XW20-7

ONE LANE

AHEAD

ROAD

XW20-4

XW20-7

ONE LANE

AHEAD

ROAD

XW20-4

XW20-7

500' 500'

500' 500'

500'

500'

500'

500'

SEQUENCE OF OPERATIONS

1. Maintain ingress and egress to all properties at all times.

2. Install maintenance of traffic devices in accordance with MUTCD 2011.

3. Install silt fence complying with 401 Permit.

4. Install traffic signal utilizing flagging operations.

LEGEND

TRAFFIC FLOW

CR 500 N. MOT DESIGN SPEED=30 MPH

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.

BKM

JCS

BKM

JCS

TIPPECANOE COUNTY

INTERSECTION CR 500 N AND CR 50 W

MAINTENANCE OF TRAFFIC

 

1"=60'

N/A

 

 

 

 

3 11

 

61435-31-19

CR 50 W. MOT DESIGN SPEED=40 MPH

TRAFFIC SIGNS

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA

O

H

E

&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OHE&T

OHE&T

OHE&T

OHE&T

OHE&T

OHE&T OHE&TOHE&T

OHE&T

OHE&T

OH

E&T

OH

E&T

OHE&T

OHE&TOHE&T

OH

E&

TO

HE&

T

OH

E&

T

O

H

E

&

T

99+

53

100+

00

101+

00

102+

00

103+

00

104+

00

105+

00

106+

00

107+

00

108+

00

109+

00

110+

00

111+

00

112+

00

113+

00

114+

00

115+

00

116+

00

117+

00

118+

00

45+

00

46+

00

47+

00

48+

00

49+

00

50+

00

51+

00

52+

00

53+

00

54+

00

55+

00

P.I. Sta. 50+00.00 "S-1-A"

Δ = 0°14'54" Lt.

(No Curve Run)

P.I. Sta. 109+22.94 "A"

Δ = 0°00'54" Lt.

(No Curve Run)

BEGIN PROJECT

P.O.T. Sta. 108+00.00 "A"

END PROJECT

P.O.T. Sta. 110+50.00 "A"

END CONSTRUCTION

P.O.T. Sta. 51+00.00 "S-1-A"

BEGIN CONSTRUCTION

P.O.T. Sta. 49+00.00 "S-1-A"

P.O.T. Sta. 99+53.22 "A"

P.C. Sta. 100+95.50 "A"

P.T. Sta. 105+53.60 "A"

LINE "A"

LIN

E "S-1-A"

LIN

E "S-1-A"

LINE "A"

TfB

Du

TfB

TfB

Du

TfB

TfB

Du

TfB

CR. N. 50 W.

CR. N. 50 W.

CR. W

. 500 N

.

CR. W

. 500 N

.

675

675

676

677

678

6

7

9

6

7

8

6

7

7

6

7

6

676

6

7

8

677

674

6

7

0

6

6

9

6

6

8

6

6

7

6

6

6

670

671

672

6

7

1

6

7

2

6

7

3

674

669

668

6

6

7

666

6

6

8

6

6

9

665

664

6

6

3

662

661

670

669

668

668

669

6

7

0

671

672

673

672

673

674

675

6

7

6

6

7

5

6

7

4

6

7

3

6

7

2

6

7

1

6

7

5

6

7

4

6

7

5

6

7

6

673

674

674

673

672

671

672

673

674

675

674

673

674

675

6

7

6

6

7

7

+50 "B" +50 "B"

+79

S

F

S

F

S

F

S

F

S

F

SF

SF

SF

S

F

+42 "A"

+

2

0

"

S

-

1

-

A

"

+

3

3

"

S

-

1

-

A

"

+

1

1

"

A

"

+33 "A"

+

8

1

"

S

-

1

-

A

"

+

6

1

"

S

-

1

-

A

"

+

2

4

"

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.

BKM

JCS

BKM

JCS

TIPPECANOE COUNTY

EROSION CONTROL PLAN

1"=60'

N/A

4 11

61435-31-19

SF PERIMETER PROTECTION (SILT FENCE)

LEGEND

SOIL TYPE IDENTIFICATION PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

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.

BKM

JCS

BKM

JCS

TIPPECANOE COUNTY

 

EROSION CONTROL DETAIL

 

As Shown

N/A

 

 

 

 

5 11

 

61435-31-19

(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

Silt Fence

Metal, Synthetic,

Or Wood Post

SILT FENCE (SEDIMENT FENCE) DETAIL

NOT TO SCALE

UNSUPPORTED SILT FENCE

TRENCH DETAIL

JOINT DETAIL

Compacted

Soil

Geotextile

Fabric

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA

O

H

E

&

T

O

H

E

&

T

O

H

E

&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OHE&T

OH

E&

T

OH

E&

T

OH

E&

TO

HE&

TO

HE&

TO

HE&

TO

HE&

TO

HE&

TO

HE&

TO

HE&

TO

HE&

T

O

H

E

&

T

O

H

E

&

T

O

H

E

&

T

O

H

E

&

T

1N

3

N

4

N

5

N

6

N

7

C

2

N

A

A

2-5c/14

Cable

3-5c/14

2-5c/14

5c/14

2-5c/14

Cable

5c/14

Cable

5c/14

Cable

CR 500 N

(40 MPH)

CR 500 N

(40 MPH)

CR 50 W

(50 M

PH

)

CR 50 W

(50 M

PH

)

WA

EA

NA

SA

D3-1b

D3-1b

D3-1a

D3-1a

5c/14

Cable

5c/14

3-5c/14

Cable

5c/14

2-5c/14

2 - 2" Empty Conduit

w/Pull Tape & Tracer

Wire

P.I. Sta. 109+22.94 "A"

P.I. Sta. 50+00.00 "S-1-A"

LIN

E "A"

LIN

E "A"

LINE "S-1-A"

2-5c/14

2-5c/14

Cable

Cable

4-5c/14

2-Cable

3c/8

Approximate Location

N.=223675.83

E.=783042.38

Contractor to Establish With Field Engineer Approval

N.=223647.13

E.=783038.43

N.=223654.80

E.=782929.86

N.=223539.88

E.=782918.76

N.=223527.36

E.=783028.57

1

N

3

N

4

N

5

N

6

N

7

C

2

N

1

N

3

N

4

N

5

N

6

N

7

C

2

N 12'

(Typ.)

1

N

3

N

4

N

5

N

6

N

7

C

2

N

N.=223649.41

E.=783006.16

N.=223641.53

E.=782928.60

N.=223636.35

E.=783037.35

N.=223529.50

E.=783010.18

DETAIL A

OH

E&

T

OH

E&

T

A

SPAN MOUNTED SIGN

SERVICE POINT

36' STEEL STRAIN POLE AND FOUNDATION

STOP BAR

2" CONDUIT

TS2 CONTROLLER AND "P-1" CABINET ON "P-1" FOUNDATION

TRAFFIC SIGNAL HEAD, 3 FACE, 12": RED, AMBER, GREEN, POLYCARBONATE, W/BACKPLATE AND TAPE

LEGEND

DISCONNECT HANGER

SIGNAL HANDHOLE, TYPE II

10' SIGNAL PEDESTAL ON "A" FOUNDATION

1

1

WIRELESS VEHICLE DETECTOR (NON COUNTING)

WIRELESS VEHICLE DETECTOR (COUNTING)

WIRELESS REPEATER

C

WIRELESS ACCESS BOX WITH RECEIVER/PROCESSOR

A

N

R

PHASE DIAGRAM

ɸ1 ɸ2 ɸ3 ɸ4

ɸ5 ɸ6 ɸ7 ɸ8

TAG NUMBERLANE

EA4 - 7*

EA

WA8 - 1,2,3,4,5,6

WA

LANE TAG NUMBER

LOOP TAG TABLE

NA

NA2 - 7*

NOTES

1. The contractor shall install two empty conduits, with pull tape

& tracer wire, for purposes of signal service from the installed

signal handhole to the nearest Duke Energy utility pole located

at the northwest corner of the intersection and for purposes of

fiber optic cable.

2. The wireless magnetometer detectors shall be placed in

accordance with the plans. The location of the back detectors

for dilemma zone protection assume a passage time of 5

seconds per the INDOT design manual Figure 502-3AA.

Coordinate with the Engineer for placement of all detectors.

3. "Cable" refers to the cable from the wireless detection access

box to the controller.

4. Signal equipment shall be installed per plan, accommodating a

future intersection widening project. The owner will be

constructing turn lanes in 2020, at which time signal heads &

detection will need to be relocated.

NO PREFERENTIALITY

ALL RED FLASH

WA8 - 7*

NA

NA2 - 1,2,3,4,5,6

NA

NA2 - 8*

* COUNT CAPABLE DETECTOR

WA

WA8 - 8*

WA

EA4 - 8*

EA

SA6 - 7*SA

SA6 - 8*

SA

SA

SA6 - 1,2,3,4,5,6

EA4 - 1,2,3,4,5,6

EA

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.

MO

JCS

BKM

JCS

TIPPECANOE COUNTY

INTERSECTION CR 500 N AND CR 50 W

SIGNAL SHEET

 

1"=20'

N/A

 

 

 

 

6 11

 

61435-31-19

MATCH LINE A

49+

00

50+

00

51+

00

MATCH LINE B

MATCH

LIN

E C

MATCH

LIN

E D

DETAIL A

4-5c/14

2-Cable3c/8

2-5c/14

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

365' From

Stop Bar

3'

R

8

C

CR 50 W

LIN

E "A"

24'

N.=224029.39

E.=782940.31

LEGEND

10' SIGNAL PEDESTAL ON "A" FOUNDATION

1

WIRELESS VEHICLE DETECTOR (COUNTING)

WIRELESS REPEATER

C

R

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.

MO

JCS

BKM

JCS

TIPPECANOE COUNTY

INTERSECTION CR 500 N AND CR 50 W

SIGNAL SHEET

 

1"=20'

N/A

 

 

 

 

7 11

 

61435-31-19

MATCH LINE A

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

R

365' From

Stop Bar

8

C

3'

P.T. Sta. 105+53.60 "A"

CR 50 W

LIN

E "A"

35'

N.=223151.68

E.=783014.43

LEGEND

10' SIGNAL PEDESTAL ON "A" FOUNDATION

1

WIRELESS VEHICLE DETECTOR (COUNTING)

WIRELESS REPEATER

C

R

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.

MO

JCS

BKM

JCS

TIPPECANOE COUNTY

INTERSECTION CR 500 N AND CR 50 W

SIGNAL SHEET

 

1"=20'

N/A

 

 

 

 

8 11

 

61435-31-19

MATCH LINE B

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA

OHE&T

OHE&T

OHE&T

OHE&T

OHE&T

OHE&T

OHE&T

OHE&T

O

H

E

&

T

O

H

E

&

T

OHE&T

295' To Stop Bar

R

8

C

3'

CR 500 N

LINE "S-1-A"

LINE "S-1-A"

N.=223638.53

E.=783315.64

LEGEND

10' SIGNAL PEDESTAL ON "A" FOUNDATION

1

WIRELESS VEHICLE DETECTOR (COUNTING)

WIRELESS REPEATER

C

R

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.

MO

JCS

BKM

JCS

TIPPECANOE COUNTY

INTERSECTION CR 500 N AND CR 50 W

SIGNAL SHEET

 

1"=20'

N/A

 

 

 

 

9 11

 

61435-31-19

52+

00

53+

00

54+

00

MATCH

LIN

E C

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

OH

E&

T

295' To Stop Bar

R

8

C

3'

CR 500 N

LINE "S-1-A"

37'

N.=223552.87

E.=782604.83

LEGEND

10' SIGNAL PEDESTAL ON "A" FOUNDATION

1

WIRELESS VEHICLE DETECTOR (COUNTING)

WIRELESS REPEATER

C

R

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.

MO

JCS

BKM

JCS

TIPPECANOE COUNTY

INTERSECTION CR 500 N AND CR 50 W

SIGNAL SHEET

 

1"=20'

N/A

 

 

 

 

10 11

 

61435-31-19

48+

00

MATCH

LIN

E D

47+

00

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

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.

MO

JCS

BKM

JCS

TIPPECANOE COUNTY

 

SIGN TABLE AND DETAILS

 

N/A

N/A

 

 

 

 

11 11

 

61435-31-19

PROFESLANOIS ENGIN

EER11100651

No.

INDIANA

STATE OF

REG SI TERED TEEHSYLR

J

CA

SOANNA