Categorical Exclusion

Appendix B Graphics

Project Area

Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMENT P, NRCan, Esri

Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), MapmyIndia,NGCC, © OpenStreetMap contributors, and the GIS User Community

º

General Location Map Location: 276th Street

Township: JacksonCounty: Hamilton

Map Datum: NAD 83Map Projection: UTM Zone 16 NorthThis map is intended to serve as an aid in graphic representation only.This information is not warranted for accuracy or other purposes.Data obtained from the State of Indiana GIO Library.Orthophotography obtained from Indiana Map Framework Data.

General Location276th Street Extension & Realignment Project

Des. No. 1600597Hamilton County, Indiana

LegendProject Area

0 1 20.5Miles

Project Location

Des. No. 1600597 Appendix B: Graphics B1

Project Area

º

USGS Topographic Map Location: 276th Street

Township: JacksonCounty: Hamilton

Map Datum: NAD 83Map Projection: UTM Zone 16 NorthThis map is intended to serve as an aid in graphic representation only.This information is not warranted for accuracy or other purposes.Data obtained from the State of Indiana GIO Library.Orthophotography obtained from Indiana Map Framework Data.

USGS Topographic MapArcadia Quadrangle (1:24,000)

276th Street Extension & Realignment ProjectDes. No. 1600597

Hamilton County, Indiana

LegendProject Area

0 0.5 10.25Miles

Des. No. 1600597 Appendix B: Graphics B2

SR

19

GW

INN

RD

E 276TH ST

E 279TH ST

E 281ST ST

AR

CA

DIA

RD

WH

ET

ST

ON

RD

MIL

LE

RS

BU

RG

RD

E 281ST ST

NRCS, State of Indiana

This map is intended to serve as an aid in graphic representation only. This information is not warrantedfor accuracy or other purposes.

2016 Aerial Photograph - Project Area Map276th Street Realignment & Extension

Des. No. 1600597Hamilton County, Indiana

Orthophotography and data obtained from Indiana Map Framework Data

Map Datum: NAD 83Map Projection: UTM Zone 16 North

Currently Proposed Permanent ROW

Currently Proposed Temporary ROW

Currently Proposed Construction Limits

Currently Proposed Mill and Resurface

Previously Proposed Permanent ROW

Previously Proposed Temporary ROW

º

0 0.25 0.50.125Miles

Refinement of Original Alignment to Preferred Alignment

Des. No. 1600597 Appendix B: Graphics B3

Legal Drain 1

Legal Drain 2Legal Drain 4

Wetland A

UNT 2/Legal Drain 3

Legal Drain 5

UNT 4

UNT 3

UNT 1/Legal Drain 6

SR

19

GW

INN

RD

E 276TH ST

E 279TH ST

E 281ST ST

AR

CA

DIA

RD

WH

ET

ST

ON

RD

E 274TH ST

E RAILROAD ST

E 281ST ST

NRCS, State of Indiana

This map is intended to serve as an aid in graphic representation only. This information is not warrantedfor accuracy or other purposes.

2016 Aerial Photograph - Project Area Map276th Street Realignment & Extension

Des. No. 1600597Hamilton County, Indiana

Orthophotography and data obtained from Indiana Map Framework Data

Map Datum: NAD 83Map Projection: UTM Zone 16 North

Permanent ROW

Temporary ROW

Construction Limits

Mill and Resurface

Identified Streams

Delineated Wetland

NWI Wetland

Floodplain

º

0 0.25 0.50.125Miles

Project Area Map

Des. No. 1600597 Appendix B: Graphics B4

¸!(

¸!(

¸!(

¸!(

¸ !(

¸!(

¸!(

¸ !(

¸!(

¸!(¸

!(

¸!(

Legal Drain 1

Legal Drain 2

Potential Detention

Pond Location

9

87

6

5

4

3

2

1

12

11

10

E 276TH ST

GW

INN

RD

E 281ST ST

NRCS, State of Indiana

This map is intended to serve as an aid in graphic representation only. This information is not warrantedfor accuracy or other purposes.

2016 Aerial Photograph - Project Area Map276th Street Realignment & Extension

Des. No. 1600597Hamilton County, Indiana

Orthophotography and data obtained from Indiana Map Framework Data

Map Datum: NAD 83Map Projection: UTM Zone 16 North

¸!( Photo Location

Permanent ROW

Temporary ROW

Construction Limits

Mill and Resurface

Identified Streams

NWI Wetland

Floodplain

º

0 800 1,600400Feet

Project Area & Photo Location Map - Page 1

Des. No. 1600597 Appendix B: Graphics B5

¸!(

¸ !(

¸!(

¸!(

¸!(¸!(

¸!(

¸!(

¸ ! (

¸!(¸!( ¸!(

¸ ! (

¸!(

¸!(¸!(

¸!(

¸ !(

¸!(

¸!(

¸!(

Legal Drain 4

Wetland A

UNT 2/Legal Drain 3

Legal Drain 5UNT 4

UNT 3

UNT 1/Legal Drain 6

shed no longer present

31

29

30

332827

26

32

25 242221

2019

18 1713

14

SR

19

E 279TH ST

E 281ST ST

WH

ET

ST

ON

RD

MIL

LE

RS

BU

RG

RD

AR

CA

DIA

RD

E RAILROAD ST

E 281ST ST

23

16

15

NRCS, State of Indiana

This map is intended to serve as an aid in graphic representation only. This information is not warrantedfor accuracy or other purposes.

2016 Aerial Photograph - Project Area Map276th Street Realignment & Extension

Des. No. 1600597Hamilton County, Indiana

Orthophotography and data obtained from Indiana Map Framework Data

Map Datum: NAD 83Map Projection: UTM Zone 16 North

¸!( Photo Location

Permanent ROW

Temporary ROW

Construction Limits

Identified Streams

Delineated Wetland

NWI Wetland

Floodplain

º

0 800 1,600400Feet

Project Area & Photo Location Map - Page 2

Des. No. 1600597 Appendix B: Graphics B6

1. Looking northeast at extension area

2. Looking east at 276th Street

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B7

3. Looking south at Beck’s Hybrids access road

4. Looking west at 276th Street

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B8

5. Looking southeast at Beck’s Hybrids

6. Looking northeast at Beck’s Hybrids

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B9

7. Looking west at extension area

8. Looking east at extension area

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B10

9. Looking south at agricultural field

10. Looking north at agricultural field

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B11

11. Looking southwest at extension area

12. Looking east at extension area

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B12

13. Looking west at extension area

14. Looking north at Wetsone Road

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B13

15. Looking east at extension area

16. Looking south at Wetsone Road

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B14

17. Looking southwest at unnamed tributary (UNT)

18. Looking northeast at UNT

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B15

19. Looking east along extension area

20. Looking west along extension area

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B16

21. Looking northeast along extension area

22. Looking southwest at UNT (outside project limits)

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B17

23. Looking north at UNT (outside project limits)

24. Looking east along extension area

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B18

25. Looking west along extension area

26. Looking northwest at extension area (hay shed relocated by owner)

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B19

27. Looking southeast at extension area

28. Looking south at

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B20

29. Looking north at

30. Looking north at SR 19

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B21

31. Looking east at 281st Street

32. Looking south at SR 19

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B22

33. Looking west at extension area

276th Street Phase II Photos taken 11/15/2016

Des. No. 1600597 Appendix B: Graphics B23

E. 276th Street

E. 276th Street

E. 281st Street E. 281st Street

E. 281st Street

E. 274th Street

E. 274th Street

E. 274th Street

E. 274th Street

W. Main Street

Gw

inn Road

Gw

inn Road

E.63rd

Devaney Road

Devaney Road

Albright Road

Albright Road

N.Edm

ondson Road

E. 286th Street

E. 286th Street

E. 279th Street

SR 19

S

R

1

9

C

i

c

e

r

o

R

o

a

d

Arcadia Road

Mosbaugh Road

Mosbaugh Road

N.Crooked Creek Road

N.Crooked Creek Road

N.Crooked Creek Road

N.W

hetstone Road

SCALE: 1" = 1,500'

DATED 2016INDIANA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS TO BE USED WITH THESE PLANS.

1600597

R-39726

1600597

CONTRACT

PROJECT DESIGNATION

O A

A

AT

I

NTF TR N S PO

RT

AT

ION

NA

DE

PR

ME

ND I

INDOT

ROAD PLANS

INDIANA DEPARTMENT

OF TRANSPORTATION

PROJECT LOCATION SHOWN BY

LATITUDE: LONGITUDE:40° 11' 25" N 86° 03' 10" W

FOR LETTING:APPROVED

CERTIFIED BY:

PREPARED BY:PLANS

DATE

DATE

PHONE NUMBER

INDIANA DEPARTMENT OF TRANSPORTATIONPROJECT

DESIGNATION

ofSHEET

1600597

1600597

1 158

R-39726

CONTRACT

SURVEY BOOK

Gross Length:

Net Length:

Maximum Grade: %

MI.

MI.

1.89

1.89

3.75

PROJECT NO. R/W

CONST.

1600597

1600597PROJECT NO.

276TH STREET PHASE II

BRIDGE FILEN/A

NEW ROAD CONSTRUCTION, ROAD RECONSTRUCTION AND ROAD REHABILITATION BEGINNING AT A POINT ON 276TH STREET 0.60 MILES

WEST OF GWINN ROAD AND EXTENDING NORTH AND EAST TO THE INTERSECTION OF S.R. 19 AND 281ST STREET IN SECTIONS 10, 11, 12,

14 & 15, TOWNSHIP 20 NORTH, RANGE 4 EAST IN JACKSON TOWNSHIP, ALL IN HAMILTON COUNTY, INDIANA.

A.A.D.T.

A.A.D.T.

D.H.V

DIRECTIONAL DISTRIBUTION

TRUCKS

V.P.D.

V.P.D.

V.P.H.

%

(2018)

(2038)

(2038)

A.A.D.T.

D.H.V.

%

%

TRAFFIC DATA

1320

1720

172

50

15

15

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 2:09 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\01 TITLE\SH

T TITLE.D

WG

PRIN

T D

ATE: 4/2/18

HAMILTON COUNTY

HAMILTON COUNTY BOARD OF COMMISSIONERS

STEVEN C. DILLINGER, PRESIDENT

CHRISTINE ALTMAN

MARK HEIRBRANDT

DATE

ATTEST

DAWN COVERDALE, COUNTY AUDITOR

DATE

RECOMMENDED FOR APPROVAL

JOEL THURMAN P.E., ACTING HAMILTON COUNTY ENGINEER

DESIGN SPEED

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

M.P.H.

DESIGN DATA

50

NEW CONSTRUCTION (NON-FREEWAY)

LOCAL AGENCY COLLECTOR

RURAL

LEVEL

NONE

LINE "A"

STA. 10+00 TO 104+00 LINE "A"

LATITUDE: LONGITUDE:40° 11' 51" N 86° 01' 21" W

BEGIN:

END:

END PROJECT NO. STA. 111+71.97, LINE "F"

BEGIN PROJECT NO. STA. 10+00.00, LINE "F"

DESIGN SPEED

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

M.P.H.

DESIGN DATA

30

NEW CONSTRUCTION (NON-FREEWAY)

LOCAL AGENCY COLLECTOR

RURAL

LEVEL

NONE

STA. 104+00 TO 109+72.61 LINE "A"

SEE INDEX SHEET FOR S-LINE TRAFFIC DATA AND DESIGN DATA

E.R.C. (EMPLOYEE OF RESPONSIBLE CHARGE)

Please note that the Preliminary Design cover page does not currentlyinclude the original eastern portion of Phase I now being coveredunder Phase II; however, this portion of the project will be depictedon the Final Design cover page.

Des. No. 1600597 Appendix B: Graphics B24

LEGEND

PROPOSED TANGENT SECTION

12'-0" TRAVEL LANE

PROFILE GRADE

K

C OF CONSTRUCTION

L

12'-0" TRAVEL LANE 3'-0"

2'-0"

1'-0"3'-0"

SHLDR.

2%

24'-0"

R/W VARIES

K

2'-0"

1'-0"

2%

14'-0" CLEAR ZONE

R/W VARIES

SHLDR.

"Line F"

3

:

1

M

A

X

.

4:1

4'-0"

4

:

1

OO

Subgrade Treatment, Type IB

Existing Ground

Existing Ground

14'-0" CLEAR ZONE

STA. 13+37.72 "F" TO P.C. 30+08.03 "F"

P.T. 45+68.36 "F" TO P.C. 88+70.84 "F"

P.T. 91+61.69 "F" TO P.C. 96+08.34 "F"

P.T. 102+92.22 "F" TO P.C. 109+00.25 "F"

P.T. 109+74.42 "F" TO STA. 105+85.00 "F"

11

1

Clear zone is 20'-0" from sta. 13+26.73 to sta.

83+00.00

3

:

1

M

A

X

.

PROPOSED SUPERELEVATED SECTION

12'-0" TRAVEL LANE

K

12'-0" TRAVEL LANE3'-0"

2'-0"

1'-0" 3'-0"

SHLDR.

24'-0"

R/W VARIES

K

2'-0"

1'-0"

14'-0" CLEAR ZONE

R/W VARIES

SHLDR.

e%

e%

C OF CONSTRUCTION

L

"LINE F"

3

:

1

M

A

X

.

4

:

1

4'-0"

4

:

1

PROFILE GRADE &

AXIS OF ROTATION

Subgrade Treatment, Type IB

O

O

EXISTING GROUND EXISTING GROUND

(CURVES TO THE RIGHT, REVERSE FOR CURVES TO THE LEFT)

P.C. 30+08.03 "F" TO P.T. 45+68.36 "F"

P.C. 88+70.84 "F" TO P.T. 91+61.69 "F"

P.C. 96+08.34 "F" TO P.T. 102+92.22 "F"

P.C. 109+00.25 "F" TO P.T. 109+74.42 "F"

CLEAR ZONE VARIES FROM 16'-0" TO 26'-0"

1

2

See sheets XX for superelevation transition

details

3

See cross sections

NOTES

Tack coat to be placed between HMA layers.

Joint Adhesive to be installed at all longitudinal

joints in the surface and intermediate layers.

Liquid asphalt sealant to be placed centered on

the longitudinal joints.

3

2

2

3

:

1

M

A

X

.

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

1600597

3

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1/2" = 1'-0"

LLC AJF

LLCDCK

TYPICAL CROSS SECTIONS

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\03 TYPICAL\SH

T TYPICALS.D

WG

PRIN

T D

ATE: 4/2/18

LINE "F"

N/A

K Full Depth Asphalt Pavement,

165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on

1.5" Milling and Overlay,

275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on

330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on

3" Compacted Aggregate Base, No. 53

K2

165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on

1-1/2" Milling

LEGEND

14 Combined Curb and Gutter

Compacted Aggregate, No. 53O

Combined Curb and Gutter, Type B15

Sodding (Nursery)26

27 Seed Mixture, U

23 Concrete Center Curb Type D

Concrete Curb, 6"

13

22 Decorative Concrete, 6" on

4" Compacted Aggregate No. 53

Des. No. 1600597 Appendix B: Graphics B25

2'-7"

2'-0"

4"

2'-0"

2%2%

1'-0"

(MIN.)

12'-0" TRAVEL LANE 12'-0" TRAVEL LANE

10'-0" CLEAR ZONE

KK

TYPICAL SECTION

STA. 105+85.00 "A" TO STA. 111+54.58 "F"

14

4

:

1

4

:

1

Subgrade Treatment, Type XX

LINE "A"

PROFILE GRADE

EXISTING GROUND

EXISTING GROUND

C OF CONSTRUCTION

L

C OF CONSTRUCTION

L

1'-0"

3'-0"

SHLDR

14'-0" CLEAR ZONE

RIRAP DITCH DETAIL

NOT TO SCALE

1'-6"

1'-0"

2'-0" 2'-0"

4'-0"

18" OF REVETMENT RIPRAP

GEOTEXTILES

SODDING

REQUIRED

4

:

1

4

:

1

DITCH SODDING DETAIL

NOT TO SCALE

4'-0"

SEEDING

SEEDING

1'-0"

SODDING

EXIST. GROUND

NOTES

Tack coat to be placed between HMA layers.

Joint Adhesive to be installed at all longitudinal

joints in the surface and intermediate layers.

Liquid asphalt sealant to be placed centered on

the longitudinal joints.

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

1600597

4

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1/2" = 1'-0"

N/A

LLC AJF

LLCDCK

TYPICAL CROSS SECTIONS

LINE "F"

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\03 TYPICAL\SH

T TYPICALS.D

WG

PRIN

T D

ATE: 4/2/18

K Full Depth Asphalt Pavement,

165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on

1.5" Milling and Overlay,

275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on

330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on

3" Compacted Aggregate Base, No. 53

K2

165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on

1-1/2" Milling

LEGEND

14 Combined Curb and Gutter

Compacted Aggregate, No. 53O

Combined Curb and Gutter, Type B15

Sodding (Nursery)26

27 Seed Mixture, U

23 Concrete Center Curb Type D

Concrete Curb, 6"

13

22 Decorative Concrete, 6" on

4" Compacted Aggregate No. 53

Des. No. 1600597 Appendix B: Graphics B26

INCIDENTAL CONSTRUCTION

STA. 216+71.41 TO STA. 217+31.39 "PR-A"

EXISTING GRADEC OF CONSTRUCTION LINE "PR-A"L

VARIES EXISTING TO 19'-0" VARIES EXISTING TO 19'-0"

VARIES

VARIES

EXISTING PAVEMENT

KK

Subgrade Treatment, Type xx

2'-0" 2'-0"

VARIES EXISTING TO 4:1

K2

OR LINE "D"

STA. 10+00.00 TO STA. 10+89.58 LINE "D"

VARIES EXISTING TO 4:1

STA. 222+88.65 TO STA. 223+88.65 "PR-A"

TYPICAL SECTION

LINE "PR-A"

EXISTING %

21'-0"

8'-0"

EXISTING %

STA. 223+88.65 TO STA. 251+00.00 "PR-A"

OBSTRUCTION FREE ZONE

Existing HMA Pavement

RC

Varies

K2

K2

10'-6" 10'-6"

TRAVEL LANE

TRAVEL LANE

8'-0"

OBSTRUCTION FREE ZONE

3

See cross sections

3

VARIES %VARIES %

K K

OO

PROFILE GRADE

Subgrade Treatment, Type xx

4:1 4:1

2'-0" 2'-0"

10'-6" 10'-6"

1'-0"1'-0"

TYPICAL SECTION

STA. 251+00.00 TO STA. 252+93.16 "PR-A"

C OF CONSTRUCTION LINE "PR-A"L8'-0"

OBSTRUCTION FREE

ZONE

8'-0"

OBSTRUCTION FREE

ZONE

NOTES

Tack coat to be placed between HMA layers.

Joint Adhesive to be installed at all longitudinal

joints in the surface and intermediate layers.

Liquid asphalt sealant to be placed centered on

the longitudinal joints.

TYPICAL SECTION

STA. 10+89.58 TO P.C. 12+04.83 LINE "D"

EXISTING GRADEC OF CONSTRUCTION LINE "D"L

VARIES EXISTING TO 19'-0" VARIES EXISTING TO 19'-0"

VARIES

VARIES

KK

Subgrade Treatment, Type xx

2'-0" 2'-0"

VARIES EXISTING TO 4:1

K2

VARIES EXISTING TO 4:1

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

1600597

5

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1/2" = 1'-0"

N/A

LLC AJF

LLCDCK

TYPICAL CROSS SECTIONS

LINE "PR-A" & LINE "D"

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\03 TYPICAL\SH

T TYPICALS.D

WG

PRIN

T D

ATE: 4/2/18

K Full Depth Asphalt Pavement,

165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on

1.5" Milling and Overlay,

275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on

330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on

3" Compacted Aggregate Base, No. 53

K2

165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on

1-1/2" Milling

LEGEND

14 Combined Curb and Gutter

Compacted Aggregate, No. 53O

Combined Curb and Gutter, Type B15

Sodding (Nursery)26

27 Seed Mixture, U

23 Concrete Center Curb Type D

Concrete Curb, 6"

13

22 Decorative Concrete, 6" on

4" Compacted Aggregate No. 53

Des. No. 1600597 Appendix B: Graphics B27

SPLITTER ISLAND TYPICAL SECTION

P.R.C. 11+16.92 TO STA. 13+37.72 LINE "F-1"

23

2%

K

4

:

1

4

:

1

EXISTING GROUND

20'-0"

CLEAR ZONE

4'-0"6'-0" TO 7'-0"

VARIES

1'-0"

4'-0"

SHOULDER

13'-0" TO 17'-8"

TRAVEL LANE

LINE "F-1"LINE "D-1"

4'-0" TO 45'-0"

VARIES

27

2%

K

4

:

1

4

:

1

EXISTING GROUND

CLEAR ZONE

1'-0"

27

P.C. 12+05.24 TO STA. 12+86.42 LINE "D-1"

2'-0"

2'-0"

Subgrade Treatment, Type xx

O O

4'-0" 6'-0" TO 7'-0"

VARIES

4'-0"

SHOULDER

13'-0" TO 17'-8"

TRAVEL LANE

20'-0"

SPLITTER ISLAND TYPICAL SECTION

STA. 217+31.37 TO STA. 223+00.42 LINE "PR-A-1"

23

2%

K

4

:

1

4

:

1

EXISTING GROUND

20'-0"

CLEAR ZONE

4'-0"6'-0" TO 7'-0"

VARIES

1'-0"

4'-0"

SHOULDER

13'-0" TO 17'-8"

TRAVEL LANE

LINE "PR-A-1"LINE "PR-A-2"

4'-0" -44'-9"

VARIES

27

2%

K

4

:

1

4

:

1

EXISTING GROUND

1'-0"

27

STA. 219+71.27 TO STA. 222+88.65 LINE "PR-A-2"

2'-0"2'-0"

Subgrade Treatment, Type xx

20'-0"

CLEAR ZONE

4'-0" 6'-0" TO 7'-0"

VARIES

4'-0"

SHOULDER

13'-0" TO 17'-8"

TRAVEL LANE

O O

2%

1

0

:1

TYPICAL SECTION IN ROUNDABOUT

LINE "R"

P.O.C 0+00.00 TO P.O.C 4+64.96 "LINE R"

55'-10"

6"

8'-0" 2'-8" 23'-0"

90'-0"

CENTER OF ROUNDABOUT

K

15

22

13

26

Subgrade Treatment, Type xx

2%

2'-0"

NOTES

Tack coat to be placed between HMA layers.

Joint Adhesive to be installed at all longitudinal

joints in the surface and intermediate layers.

Liquid asphalt sealant to be placed centered on

the longitudinal joints.

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

1600597

6

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1/2" = 1'-0"

LLC AJF

LLCDCK

TYPICAL CROSS SECTIONS

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\03 TYPICAL\SH

T TYPICALS.D

WG

PRIN

T D

ATE: 4/2/18

SPLITTER ISLANDS

K Full Depth Asphalt Pavement,

165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on

1.5" Milling and Overlay,

275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on

330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on

3" Compacted Aggregate Base, No. 53

K2

165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on

1-1/2" Milling

LEGEND

14 Combined Curb and Gutter

Compacted Aggregate, No. 53O

Combined Curb and Gutter, Type B15

Sodding (Nursery)26

27 Seed Mixture, U

23 Concrete Center Curb Type D

Concrete Curb, 6"

13

22 Decorative Concrete, 6" on

4" Compacted Aggregate No. 53

N/A

Des. No. 1600597 Appendix B: Graphics B28

INCIDENTAL CONSTRUCTION

STA. 45+00 TO STA. 45+50 "PR-G"

EXISTING GRADE OR PROFILE GRADEC OF CONSTRUCTION LINE "PR-G"L

VARIES EXISTING TO 15'-0" VARIES EXISTING TO 15'-0"

EXISTING TO 2%

EXISTING TO 2%

EXISTING PAVEMENT

KK

V

A

R

I

E

S

E

X

I

S

T

I

N

G

T

O

4

:

1

STA. 51+50 TO STA. 52+00 "PR-G"

Subgrade Treatment, Type xx

2'-0"

2'-0"

V

A

R

I

E

S

E

X

I

S

T

I

N

G

T

O

4

:

1

K2

TYPICAL SECTION

STA. 45+50 TO STA. 46+50 "PR-G"

11'-0" 11'-0"

4'-0"4'-0"

1'-0"1'-0"

4

:

1

2% 2%

K K

O

4:1

O

C OF CONSTRUCTION LINE "PR-G"L

Subgrade Treatment, Type xx

2'-0"

Subgrade Treatment, Type xx

2'-0"

STA. 50+50 TO STA. 51+50 "PR-G"

TRAVEL LANETRAVEL LANE

2%2%

22'-0" 20'-0"

CLEAR ZONE

CLEAR ZONE

20'-0"

SHOULDERSHOULDER

TANGENT SECTION

PROFILE GRADE

K

C OF CONSTRUCTION

L

4'-0"

2'-0"

1'-0"

2'-0"

SHLDR.

2%

2%

K

4

:

1

2'-8"

2%

2%

SHLDR.

STA. 46+50.00 TO STA. 50+50.00 "PR-G"

4

:

1

LINE "PR-G"

15

Subgrade Treatment, Type IB

O

11'-0" 11'-0"

22'-0" 20'-0"20'-0"

CLEAR ZONECLEAR ZONE

TRAVEL LANETRAVEL LANE

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

1600597

7

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1/2"=1'-0"

N/A

LLC AJF

LLCDCK

TYPICAL CROSS SECTIONS

LINE "PR-G"

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\03 TYPICAL\SH

T TYPICALS.D

WG

PRIN

T D

ATE: 4/2/18

K Full Depth Asphalt Pavement,

165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on

1.5" Milling and Overlay,

275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on

330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on

3" Compacted Aggregate Base, No. 53

K2

165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on

1-1/2" Milling

LEGEND

14 Combined Curb and Gutter

Compacted Aggregate, No. 53O

Combined Curb and Gutter, Type B15

Sodding (Nursery)26

27 Seed Mixture, U

23 Concrete Center Curb Type D

Concrete Curb, 6"

13

22 Decorative Concrete, 6" on

4" Compacted Aggregate No. 53

NOTES

Tack coat to be placed between HMA layers.

Joint Adhesive to be installed at all longitudinal

joints in the surface and intermediate layers.

Liquid asphalt sealant to be placed centered on

the longitudinal joints.

Des. No. 1600597 Appendix B: Graphics B29

113+00

2

0

+

0

0

4

0

+

0

0

60+00 80+00

1

0

0

+

0

0

580+

00

600+

00

620+

00

200+00

220+00

240+00

RAILROAD STREET

WALNUT STREET

MILL STREET

MAIN

STREET

App. P.L. &

Exist. R/W

App. P.L.

App. P.L.

App. P.L. &

Exist. R/W

App. P.L. &

Exist. R/W

App. P.L. &

Exist. R/W

L

L

App. P.L. & Exist. R/W

App. P.L. & Exist. R/W

A

p

p

. P

.L

. &

E

x

is

t. R

/

W

A

p

p

. P

.L

. &

E

x

is

t. R

/

W

App. P.L.

App. P.L.

10

1110

1110

1211

1314

10

10

1515

1110

1415

12

1313

11

1212

12

1211

22

1111

23

1110

33

1010

TEMP. R/W

TEMP. R/W

TEMP. R/W FOR

DRIVE CONSTRUCTION

TEMP. R/W FOR

DRIVE CONSTRUCTION

TEMP. R/W FOR

DRIVE CONSTRUCTION

1

0

+

0

0

2

0

+

0

0

4

0

+

0

0

60+00 80+00

100+

00

114+81

P.C. 30+08.03 "F"

P.T. 45+68.36 "F"

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAT NO. 1

1600597

8

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 400'

N/A

D.K. K.R.U.

L.L.C.L.L.C.

STA. 10+00.00 TO 111+53.27 LINE "F"

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 11:32 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\04 PLAT 1\SH

T PLAT1 276TH

II-A_01.D

WG

PRIN

T D

ATE: 4/2/18

Beck's SuperiorHybrids, Inc.

01

Beck's Superior Hybrids, Inc.Lockwood, Jerry E. & Peggy S.

Miller, Susann E. &Miller, Ronald K.

Spurgeon,Claude A.& Debra S.

Adler, Raymond M.& Katherine A.

Beck's Superior Hybrids, Inc.

01

Beck, Scott C. & Shantel R.

OWNERINDEX NO.

JACKSON TWP. - HAMILTON CO.

LITTLE

C

I

C

E

R

O

C

R

E

E

K

&

D

I

C

K

O

V

E

R

D

R

A

I

N

W

A

L

T

Z

,

W

A

R

M

A

N

,

B

O

O

T

H

Beck's SuperiorHybrids, Inc.

LIN

E "PR-G

"

WEBSTER PIT RO

AD

GW

IN

N RO

AD

LIN

E "D

"

LINE "PR-A"

276TH STREET

APP. 30' REGULATED

DRAIN EASEMENT

APP. 30' REGULATED

DRAIN EASEMENT

Beck's SuperiorHybrids, Inc.

Beck's SuperiorHybrids, Inc.

Philip N. Etchison, undivided 50%LaVonne M. Etchison, undivided 50%

Thomas E. &Lee Ann Lockwood

Philip N. Etchison, undivided 50%LaVonne M. Etchison, undivided 50%

William L. Whisler,Trustee et al

02

03

04

05

06 07 10

09

Allen, Alice M.

Endicott, Larry L. Jr. and Jennifer L.

02

03

04

05

06

07

08

09

10

Collins, Leannie

Parker, Paul A.

Robert D. Whisler, Jr. et al

Larry L. Endicott Jr., et al

Burtner, Dean & Teresa

Robert D. Whisler, Jr. et al

Thomas E. & LeeAnn Lockwood

Thomas E. & LeeAnn Lockwood

Sh

erlin

En

dico

tt

Waltz-ENA Farms, LLC

Caroline Jean Endicott

08

LINE "A"

LINE "A"

LINE "S-1-A" LINE "S-2-A"

LINE "B-D"

LINE "B-D"

WH

ETSTO

NE RO

AD

BEGIN PROJECT STA. 10+00.00, LINE "F" =

END PROJECT STA. 111+53.27, LINE "F" =

60' R/W

60' R/W

R

/W

R

/

W

Whelchel, Neal A. & Cheryl A.11

Butcher, Larry12

11

12

R4E

T20N

R4E

T20N

T20N

55' R/W

50' R/W

TEMP. R/W FOR

GRADING

TEMP. R/W FOR

GRADING

STA. 10+00.00, LINE "A"

STA. 109+72.61, LINE "A"

LINE "F"

LINE "F"

LINE "F"

LINE "A"

Des. No. 1600597 Appendix B: Graphics B30

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

TRAFFIC MAINTENANCE DETAILS

1600597

9

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

D.C.K. K.R.U.

L.L.C.L.L.C.

276th STREET - PHASE I

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 12:34 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\05 M

OT\SH

T M

OT-276TH

.D

WG

PRIN

T D

ATE: 4/2/18

RMA-6

XM4-8

10

D ETO U R

RMA-2

6

RMA-10B

XM4-8

15

D ETO U R

RMA-1

XM4-8

M5-1(L)

(24"x12")

(21"x15")

5

RMA-5

XM4-8

9

RMA-7

XM4-8

11

D ETO U R

D ETO U R D ETO U R

M3-2

(24"x12")

RMA-9

13

XM4-8

(24"x12")

D ETO U R

M6-3

(21"x15")

XM4-6

(24"x12")

E N D

1 2

T2 H76 D3-1

C L O S E DAH EA D

ROAD

XW20-3

D E T O URAH EAD

XW20-2

(36"x36") (36"x36")

XM4-8D ETO U R

ST R E

M6-1(L)

(21"x15")

M6-3

(21"x15")

M6-1(R)

(21"x15")

M5-1(R)

(21"x15")

(24"x12")

(24"x12")(24"x12") (24"x12")

(24"x12")

D3-1

D3-1D3-1 D3-1

D3-1

D3-1

RMA-3

7

RMA-4

8

XM4-8D ETO U R

M3-2

(24"x12")

(24"x12")

D3-1

RMA-8

12

XM4-8

M5-1(R)

(21"x15")

D ETO U R

M3-4

(24"x12")

(24"x12")

D3-1

XM4-8D ETO U R

M3-4

(24"x12")

(24"x12")

D3-1

M6-1(R)

(21"x15")

4

C L O S E DROAD

XW20-3-A

(36"x36")

FEET500

RMA-11

16

RMA-12

17

XM4-8D ETO U R

M3-2

(24"x12")

(24"x12")

D3-1

XM4-8D ETO U R

M3-4

(24"x12")

(24"x12")

D3-1

M6-3

(21"x15")

T H R U TRAF F I C

R OAD CLOS E DT O

18

R11-4

(60"x30")

19

20 21

ROADC LOSED

R11-2

(48"x30")

XM4-10(L)

(48"x18")

XM4-10(R)

(48"x18")

ETT2 H76

ST R E ET

T2 H76STR EET

T2 H76ST R E ET

T2 H76ST R E ET

T2 H76ST R E ET

T2 H76STR EET

T2 H76STR EET

T2 H76ST R E ET

T2 H76ST R E ET

T2 H76STR EET

T2 H76STR EET

EA S T EA S T

EA S T

W E S T W E S T

W E S T

M5-1(R)

(21"x15")

M6-1(R)

(21"x15")

RMA-10A

14

XM4-8

(24"x12")

D ETO U R

XM4-6

(24"x12")

E N D

D3-1T2 H76ST R E ET

M5-1(R)

(21"x15")

M5-1(L)

(21"x15")

22

R11-3

(60"x30")

ROAD C LOS ED

LOCAL T R A F F I C O N LYXX M I LES AH EAD CLOS ED

23

(60"x30")

T2 H76 ST R EET TE SA

T2 H6 ST R E ET6S EU

TIPTON COUNTY

HAMILTON COUNTY

296TH. STREET

286TH. STREET

281ST. STREET

276TH. ST.

256TH. STREET

CAL CARSO

N RO

AD

ALBRIG

HT RO

AD

DEVAN

EY RO

AD

LITTLE

C

I

C

E

R

O

C

R

E

E

K

LEGEND

Construction Sign w/ Type "A" Light

Barricade Type III

Construction Area

Low Intensity Light

High Intensity Light

Road Closure Sign Assembly

Construction Sign

19

19

279TH. STREET

ARCAD

IA RO

AD

281ST. STREET

RAILROAD STREET

WEBSTER PIT RO

AD

286TH. STREET

GW

IN

N RO

AD

274TH. STREET

281ST. STREET

ARCADIA

MILLERSBURG

1000'500'

500'

100'

200'

10

9

21

13

4

22 21

TYPE III-B

WITH &

BARRICADES

100'

6

200'

13

22

22

TYPE III-B

WITH

BARRICADES

100'

14

200'

100'

13

6

500'

500'

4

3

22

TYPE III-B

WITH

BARRICADES

500'500'1000'

6

5

2

1

13

200'

100'

10

13

13

100'

10

200'

13

15

18

TYPE III-B

WITH

BARRICADES

200'

3

C L O S E DROAD

XW20-3-A

(36"x36")

FEET1000

18

TYPE III-B

WITH

BARRICADES

168

7

6

276TH. STREET

500'

Des. No. 1600597 Appendix B: Graphics B31

217+00

218+00

219+00

220+00

221+00

222+00

223+00

224+00

ER

ER

ER

12" STEEL

850.00

12" STEEL

849.52

12" CMP

853.80

8" CMP

866.20

8" CMP

865.42

(G

rav)

(Grass)(Grav)

(Grass)

Com

m Bldg

(Grass)

(Asph)

(

G

r

a

v

)

(Asph)

(Conc)

(G

rav)

(G

rav)

276th STREET

(Grass)

(Grass)

217+00

218+00

219+00

220+00

221+00

222+00

223+00

224+00

ER

ER

ER

12" STEEL

850.00

12" STEEL

849.52

12" CMP

853.80

8" CMP

866.20

8" CMP

865.42

(G

rav)

(Grass)(Grav)

(Grass)

Com

m Bldg

(Grass)

(Asph)

(

G

r

a

v

)

(Asph)

(Conc)

(G

rav)

(G

rav)

276th STREET

(Grass)

(Grass)

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

TRAFFIC MAINTENANCE DETAILS

1600597

10

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

D.C.K. K.R.U.

L.L.C.L.L.C.

276th STREET - PHASE I-A AND I-B

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 12:34 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\05 M

OT\SH

T M

OT-276TH

.D

WG

PRIN

T D

ATE: 4/2/18

PHASE I-A PHASE I-B

Des. No. 1600597 Appendix B: Graphics B32

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

TRAFFIC MAINTENANCE DETAILS

1600597

11

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

D.C.K. K.R.U.

L.L.C.L.L.C.

276th STREET - PHASE II

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 12:34 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\05 M

OT\SH

T M

OT-276TH

.D

WG

PRIN

T D

ATE: 4/2/18

TIPTON COUNTY

HAMILTON COUNTY

296TH. STREET

286TH. STREET

281ST. STREET

276TH. STREET

256TH. STREET

CAL CARSO

N RO

AD

ALBRIG

HT RO

AD

DEVAN

EY RO

AD

LITTLE

C

I

C

E

R

O

C

R

E

E

K

RMA-6

XM4-8

10

D ET O U R

RMA-2

6

RMA-10B

XM4-8

15

D ETO U R

RMA-1

XM4-8

M5-1(L)

(24"x12")

(21"x15")

5

RMA-5

XM4-8

9

RMA-7

XM4-8

11

D ETO U R

D ET O U R D ETO U R

M3-2

(24"x12")

RMA-9

13

XM4-8

(24"x12")

D ET O U R

M6-3

(21"x15")

XM4-6

(24"x12")

E N D

1 2

T2 H76 D3-1

C L O S E DAH EAD

ROAD

XW20-3

D E T O URAH EAD

XW20-2

(36"x36") (36"x36")

XM4-8D ETO U R

ST R E

M6-1(L)

(21"x15")

M6-3

(21"x15")

M6-1(R)

(21"x15")

M5-1(R)

(21"x15")

(24"x12")

(24"x12")(24"x12") (24"x12")

(24"x12")

D3-1

D3-1D3-1 D3-1

D3-1

D3-1

RMA-3

7

RMA-4

8

XM4-8D ETO U R

M3-2

(24"x12")

(24"x12")

D3-1

RMA-8

12

XM4-8

M5-1(R)

(21"x15")

D ETO U R

M3-4

(24"x12")

(24"x12")

D3-1

XM4-8D ETO U R

M3-4

(24"x12")

(24"x12")

D3-1

M6-1(R)

(21"x15")

4

C L O S E DROAD

XW20-3-A

(36"x36")

FEET500

RMA-11

16

RMA-12

17

XM4-8D ETO U R

M3-2

(24"x12")

(24"x12")

D3-1

XM4-8D ETO U R

M3-4

(24"x12")

(24"x12")

D3-1

M6-3

(21"x15")

T H R U TRAF F I C

R O AD CLOS E DT O

18

R11-4

(60"x30")

LEGEND

Construction Sign w/ Type "A" Light

Barricade Type III

Construction Area

Low Intensity Light

High Intensity Light

19

20 21

ROADC LOSED

R11-2

(48"x30")

XM4-10(L)

(48"x18")

XM4-10(R)

(48"x18")

Road Closure Sign Assembly

Construction Sign

ETT2 H76

ST R E ET

T2 H76STR EET

T2 H76STR EET

T2 H76ST R E ET

T2 H76ST R E ET

T2 H76ST R EET

T2 H76STR EET

T2 H76ST R E ET

T2 H76ST R E ET

T2 H76ST R EET

T2 H76STR EET

EA S T EA S T

EA S T

W E S T W E S T

W E S T

M5-1(R)

(21"x15")

M6-1(R)

(21"x15")

RMA-10A

14

XM4-8

(24"x12")

D ETO U R

XM4-6

(24"x12")

E N D

D3-1T2 H76ST R E ET

M5-1(R)

(21"x15")

M5-1(L)

(21"x15")

22

R11-3

(60"x30")

ROAD CLOS ED

LOCAL T R A F F I C O N LYXX M I LES AH EAD CLOS ED

23

(60"x30")

T2 H76 ST R E ET TE SA

T2 H6 ST R EET6S EU

19

19

279TH. STREET

ARCAD

IA RO

AD

281ST. STREET

RAILROAD

WEBSTER PIT RO

AD

286TH. STREET

GW

IN

N RO

AD

274TH. STREET

281ST. STREET

ARCADIA

MILLERSBURG

3

C L O S E DROAD

XW20-3-A

(36"x36")

FEET1000

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

STREET

266TH. STREET

Des. No. 1600597 Appendix B: Graphics B33

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

TRAFFIC MAINTENANCE DETAILS

1600597

12

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

D.C.K. K.R.U.

L.L.C.L.L.C.

276th STREET - PHASE III

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 12:34 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\05 M

OT\SH

T M

OT-276TH

.D

WG

PRIN

T D

ATE: 4/2/18

RMA-14

XM4-8

25

D ETO U R

RMA-13

XM4-8

24

D ETO U R

1 2

C L O S E DAH EAD

ROAD

XW20-3

D E T O URAH EAD

XW20-2

(36"x36") (36"x36")

M6-1(R)

(21"x15")

M5-1(R)

(21"x15")

(24"x12") (24"x12")

D3-1 D3-1

4

C L O S E DROAD

XW20-3-A

(36"x36")

FEET500

T H R U TRAF F I C

R OA D CL OS E DT O

18

R11-4

(60"x30")

19

20 21

ROADC LOSED

R11-2

(48"x30")

XM4-10(L)

(48"x18")

XM4-10(R)

(48"x18")

BN

TIPTON COUNTY

HAMILTON COUNTY

296TH. STREET

286TH. STREET

281ST. STREET

276TH. STREET

256TH. STREET

CAL CARSO

N RO

AD

ALBRIG

HT RO

AD

DEVAN

EY RO

AD

LITTLE

C

I

C

E

R

O

C

R

E

E

K

LEGEND

Construction Sign w/ Type "A" Light

Barricade Type III

Construction Area

Low Intensity Light

High Intensity Light

Road Closure Sign Assembly

Construction Sign

19

19

279TH. STREET

ARCAD

IA RO

AD

281ST. STREET

RAILROAD

WEBSTER PIT RO

AD

286TH. STREET

GW

IN

N RO

AD

274TH. STREET

281ST. STREET

ARCADIA

MILLERSBURG

3

C L O S E DROAD

XW20-3-A

(36"x36")

FEET1000

276TH. STREET

NOTE:

DETOURS ARE FOR SHORT TERM CLOSURES FOR

INTERSECTION CONSTRUCTION.

STREET

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

25

24

WH

ETSTO

N RO

AD

Y PA S SA M E

26

RMA-15

XM4-8D ETO U R

M6-1(L)

(21"x15")

(24"x12")

D3-1BNY PA S SA M E

BNY PA S SA M E

26

28

27

XM4-8D ETO U R

RMA-17

M6-3

(21"x15")

(24"x12")

D3-1

28

BNY PA S SA M E

RMA-16

XM4-8

M5-1(L)

(24"x12")

(21"x15")

D ETO U R

T2 H76 D3-1

STR EET

27

26

28 24

25

18

TYPE III-B

WITH

BARRICADES

266TH. STREET

Des. No. 1600597 Appendix B: Graphics B34

1832

869.96

Control Cab-Irrigation

1833

869.90

Elec Trans Box

1834

869.43

Water V

1921

866.60

Riprap

1922

865.53

Riprap

1923

865.71

Riprap

1924

866.07

Riprap

1925

864.99

Riprap

1926

865.48

Riprap

1927

866.37

Riprap

(G

rav)

(G

rav)

(Cultivated)

(Cultivated)

(G

rav)

(Asph)

(Asph)

(Asph)

15366

850.52

FL

15371

850.82

FL

15376

850.86

FL

15388

851.32

FL

15445

852.53

UG

15446

853.24

UG

15448

853.88

UG

15450

854.07

UG

15452

854.34

UG

15454

854.46

UG

15456

854.53

UG

15458

854.78

UG

15489

849.92

FL

15499

850.26

FL

15512

850.67

FL

15535

850.91

FL

15586

850.96

FL

15592

851.23

FL

15596

851.53

FL

15597

851.71

FL

15598

851.94

FL

15599

852.13

FL

15618

852.58

FL

15621

852.61

FL

15622

852.61

FL

15635

852.41

FL

15650

851.85

FL

15667

851.72

FL

15669

852.48

PMAT GRAVEL

15670

853.30

PMAT GRAVEL

2765

854.83

Woods Line

2766

854.63

Woods Line

2773

854.16

Woods Line

2798

854.81

Woods Line

2799

854.88

Woods Line

2800

854.45

Woods Line

2801

854.28

Woods Line

2830

856.44

RR1

2831

856.43

RR2

2834

851.64

TL1

2837

852.20

TL1

2896

847.14

Stump

4000

856.37

RR1

4001

856.37

RR2

4002

856.23

RR2

4003

856.24

RR1

4004

856.09

RR1

4005

856.09

RR2

4006

855.97

RR2

4007

855.98

RR1

4008

855.86

RR1

4009

855.86

RR2

4010

855.78

RR2

4011

855.76

RR1

4012

855.72

RR1

4013

855.71

RR2

4014

855.61

RR2

4015

855.61

RR1

4016

855.50

RR1

4017

855.49

RR2

Fr G

ar

(Grass)

(Grass)

(Pasture)

(Pasture)

(Grass)

(Grass)

Fr Barn

(Cultivated)

(

A

s

p

h

)

(Grav)

Fr Shack

Mobile

Hom

e

1 Sty Fr H

se

(Ballast)

(Ballast)

(Asph)

(G

rav)

(Asph)

(Asph)

(Asph)

(Asph)

MAIN

STREET

S.R. 19

RAILROAD STREET

G

G

G

G

GG

G

G

15101

848.35

FL

15113

848.21

FL

15156

853.46

FL

15184

853.03

FL

15235

849.72

FL

15244

850.49

FL

15303

853.28

5/8" Rebar

(Grass)

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

(Grass)

(Grass)

(Grass)

(Asph)

(Conc)

(Asph)

(Asph)

XX

XX

X

X

XX

XX

X

X

X

XXXXX

X

(Cultivated)

(Cultivated)

(Asph)

281st STREET

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

TRAFFIC MAINTENANCE DETAILS

1600597

13

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

D.C.K. K.R.U.

L.L.CL.L.C.

276th STREET - PHASE III-A

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 12:34 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\05 M

OT\SH

T M

OT-276TH

.D

WG

PRIN

T D

ATE: 4/2/18

18

TYPE III-B

WITH

BARRICADES19

TYPE III-B

WITH

BARRICADES

T H R U TRAF F I C

R OA D CL OS E DT O

18

R11-4

(60"x30")

19

ROADC LOSED

R11-2

(48"x30")

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

Des. No. 1600597 Appendix B: Graphics B35

1832

869.96

Control Cab-Irrigation

1833

869.90

Elec Trans Box

1834

869.43

Water V

1921

866.60

Riprap

1922

865.53

Riprap

1923

865.71

Riprap

1924

866.07

Riprap

1925

864.99

Riprap

1926

865.48

Riprap

1927

866.37

Riprap

(G

rav)

(G

rav)

(Cultivated)

(Cultivated)

(G

rav)

(Asph)

(Asph)

(Asph)

15366

850.52

FL

15371

850.82

FL

15376

850.86

FL

15388

851.32

FL

15445

852.53

UG

15446

853.24

UG

15448

853.88

UG

15450

854.07

UG

15452

854.34

UG

15454

854.46

UG

15456

854.53

UG

15458

854.78

UG

15489

849.92

FL

15499

850.26

FL

15512

850.67

FL

15535

850.91

FL

15586

850.96

FL

15592

851.23

FL

15596

851.53

FL

15597

851.71

FL

15598

851.94

FL

15599

852.13

FL

15618

852.58

FL

15621

852.61

FL

15622

852.61

FL

15635

852.41

FL

15650

851.85

FL

15667

851.72

FL

15669

852.48

PMAT GRAVEL

15670

853.30

PMAT GRAVEL

2765

854.83

Woods Line

2766

854.63

Woods Line

2773

854.16

Woods Line

2798

854.81

Woods Line

2799

854.88

Woods Line

2800

854.45

Woods Line

2801

854.28

Woods Line

2830

856.44

RR1

2831

856.43

RR2

2834

851.64

TL1

2837

852.20

TL1

2896

847.14

Stump

4000

856.37

RR1

4001

856.37

RR2

4002

856.23

RR2

4003

856.24

RR1

4004

856.09

RR1

4005

856.09

RR2

4006

855.97

RR2

4007

855.98

RR1

4008

855.86

RR1

4009

855.86

RR2

4010

855.78

RR2

4011

855.76

RR1

4012

855.72

RR1

4013

855.71

RR2

4014

855.61

RR2

4015

855.61

RR1

4016

855.50

RR1

4017

855.49

RR2

Fr G

ar

(Grass)

(Grass)

(Pasture)

(Pasture)

(Grass)

(Grass)

Fr Barn

(Cultivated)

(

A

s

p

h

)

(Grav)

Fr Shack

Mobile

Hom

e

1 Sty Fr H

se

(Ballast)

(Ballast)

(Asph)

(G

rav)

(Asph)

(Asph)

(Asph)

(Asph)

MAIN

STREET

S.R. 19

RAILROAD STREET

G

G

G

G

GG

G

G

15101

848.35

FL

15113

848.21

FL

15156

853.46

FL

15184

853.03

FL

15235

849.72

FL

15244

850.49

FL

15303

853.28

5/8" Rebar

(Grass)

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

(Grass)

(Grass)

(Grass)

(Asph)

(Conc)

(Asph)

(Asph)

XX

XX

X

X

XX

XX

X

X

X

XXXXX

X

(Cultivated)

(Cultivated)

(Asph)

281st STREET

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

TRAFFIC MAINTENANCE DETAILS

1600597

14

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

D.C.K. K.R.U.

L.L.CL.L.C.

276th STREET - PHASE III-B

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 12:34 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\05 M

OT\SH

T M

OT-276TH

.D

WG

PRIN

T D

ATE: 4/2/18

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

T H R U TRAF F I C

R OA D CL O S E DT O

18

R11-4

(60"x30")

19

ROADC LOSED

R11-2

(48"x30")

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

19

TYPE III-B

WITH

BARRICADES

Des. No. 1600597 Appendix B: Graphics B36

1

0

+

0

0

1

3

+

3

8

P.C. 10+97.70 "D"

P.T. 13+18.98 "D"

2

2

0

+

0

0

1

0

+

0

0

1

0

+

0

0

1

5

+

0

0

LINE "F"

N21°37'43"E

L

I

N

E

"

P

R

-

A

"

N

2

9

°

4

5

'

4

4

"

E

A

p

p

.

P

.

L

.

A

p

p

.

P

.

L

.

A

p

p

.

P

.

L

.

&

E

x

i

s

t

.

R

/

W

E

R

E

R

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

T

8

"

C

M

P

8

6

6

.

2

0

8

"

C

M

P

8

6

5

.

4

2

X

X

X

X

X

X

(

G

r

a

s

s

)

(

G

r

a

v

)

(

G

r

a

s

s

)

(

G

r

a

s

s

)

(

A

s

p

h

)

(

G

r

a

v

)

(

C

o

n

c

)

(

G

r

a

v

)

U

E

U

E

UE

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

X

X

X

X

X

X

X

X

X

X

X

(

G

r

a

s

s

)

(

G

r

a

s

s

)

BEGIN PROJECT

P.O.T. 10+00.00 "F"=

P.O.T. 220+54.41 "PR-A"=

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

P.O.T. 310+77.74 "C" =

P.O.T. 13+36.68 "D"

MONUMENT TYPE C REQ'D.

P.I. 11+51.47 "D"

P.I. 12+62.42 "D"

CURVE DATA

Δ = 12°18'02"R = 499.00'T = 53.77'L = 107.13'E = 2.89'

P.I. 11+51.47 Line "D"

CURVE DATA

Δ = 18°41'14"R = 350.00'T = 57.59'L = 114.15'E = 4.71'

P.I. 12+62.42 Line "D"

L

IN

E

"A

"N

2

9

°

4

5

'4

4

"E

P.R.C. 12+04.83 "D"

R

/

W

R

/

W

R/W

R

/

W

5

0

'

R

/

W

R

/

W

50' R/W

50' R/W

R

/

W

R

/

W

Str. No. 13

87 Lft. of 18" Pipe

with 2 End Sections

Req'd.

+49 Rt.,

+44 Lt.,

Str. No. 12

Inlet E-7

and 54' of 15" Pipe with

1 End Section Req'd.

850

855

860

865

870

875

880

885

850

855

860

865

870

875

880

885

10+00

867.7

11+00

868.5

12+00

866.2

13+00

864.4

14+00

861.9

865.80

15+00

861.4

865.45

868.2

867.5

865.2

863.3

866.04

860.6

865.60

-0.54%

P.V.I. 15+00.00

ELEV = 865.23

V.C. = 300'

EXISTING GROUND ALONG LINE "F"

PROPOSED PROFILE GRADE

GRADE OF 4' BOTTOM SPL. DITCH, RT.

GRADE OF 4' BOTTOM SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

BEGIN PROFILE GRADE LINE "F"

STA = 13+37.72

ELEV = 866.11

SEE PROFILE LINE "F-1" ON ALIGNMENT

PROFILE SHEET FOR PROPOSED GRADE

-0.7

0%

864.18

+ 00.0

861.00

+ 54.6

-0.91%

+ 29.2

864.45

+ 53.9

861.50

801

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

MAG NAIL SET

10+

10.1,10.1'-Pw

P

10+

25.9,81'-M

ailbox

14+

82.2,114.6'-D

rainage M

H

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

15

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

 

STA. 10+00.00 TO 15+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-F_50_01.D

WG

PRIN

T D

ATE: 4/4/18

LINE "F" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.

ALL TOPO NOTES DESCRIBED FROM LINE "A".LINE "C" = LINE "A" FROM PROJECT 138334.

TBM #3 - Mag Nail Set 1' up in North Face of Power,

on South Side of 276th Street at West side of Drive

"D".

N 47253.3784, E 46783.3270 Elev. = 868.049

TBM #2 - Mag Nail Set 1' up in South Face of Power

Pole No. 254-105, on North Side of 276th Street

approx. 500' East of Proposed Round-a-Bout.

Sta. 12+32.01 "A", 378.39' Rt.

N 47319.1411, E 47230.9669 Elev. = 870.305

10+

00

15+

00

SEC. 15, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 10, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck, Scott C.

& Shantel R. Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

BEGIN PROJECT STA. 10+00.00, LINE "F"

See Spot Elevation Details

for Proposed Roundabout

Des. No. 1600597 Appendix B: Graphics B37

1

5

+

0

0

2

0

+

0

0

2

5

+

0

0

LINE "F"

N21°37'43"E

L

IN

E

"A

"

N

2

9

°

4

5

'4

4

"E

X

X

X

X

X

X

(

C

u

l

t

i

v

a

t

e

d

)

(

G

r

a

v

)

A

P

P

.

S

E

C

T

I

O

N

L

I

N

E

N

2

9

°

4

5

'4

4

"E

50' R/W

50' R/W

60' R/W

65' R/W

TEMP. R/W FOR GRADING

60' R/W

Str. No. 15

71 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+00 Lt.,

Str. No. 14

68 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+98 Rt.,

Str. No. 15B

71 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+00 Lt.,

Str. No. 15A

68 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+02 Rt.,

Str. No. 16B

104 Lft. of 12" Pipe

with 2 End Sections

Req'd.

+48 Rt.,

Str. No. 16

65 Lft. of 16'x4'

Reinforced Concrete

Box Culvert

+50 Lt.,

+50

50'

+50

60'

+50

50'

+50

60'

+50

50'

+50

60'

+00

50'

+00

65'

+30 Rt.,

Str. No. 16A

MH C-4

+73 Lt.,

Str. No. 16B

MH C-4

and 100' of 12" Pipe

Req'd.

850

855

860

865

870

875

880

885

850

855

860

865

870

875

880

885

15+00

861.4

865.45

863.4

865.34

16+00

864.0

865.29

864.5

IN

FIN

ITY

17+00

864.7

865.33

864.9

865.43

18+00

865.9

865.59

866.5

865.80

19+00

868.0

866.07

870.8

866.39

20+00

872.3

866.77

870.8

867.17

21+00

869.4

867.58

868.5

867.99

22+00

868.3

868.39

868.2

868.78

23+00

868.4

869.13

868.9

869.44

24+00

869.5

869.72

870.6

869.96

25+00

870.9

870.17

870.2

870.33

26+00

868.5

870.46

867.6

870.58

27+00

866.8

870.69

866.4

870.80

28+00

865.3

870.91

864.6

871.03

29+00

865.4

871.14

866.3

871.25

30+00

866.2

871.36

+

0.81%

P.V.I. 24+00.00

ELEV = 870.02

V.C. = 400'

P.V.I. 15+00.00

ELEV = 865.23

V.C. = 300'

P.V.I. 18+25.00

ELEV = 865.35

V.C. = 350'

EXISTING GROUND ALONG LINE "F"

PROPOSED PROFILE GRADE

GRADE OF 4' BOTTOM SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

GRADE OF 4' BOTTOM SPL. DITCH, RT.

+0.31%

+0.6

2%

-0.5

3%

862.15

+ 21.0

865.21

+ 15.0

862.50

+ 23.6

+0.30%

+0.5

3%

-0.6

3%

+ 21.0

862.60

+ 15.0

865.21

+ 21.2

862.00

802

N.R.A.

0.3' Below Grade in

P.O.T. 18+00.00 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Grass Field

803

Buried 1.5' in

N.R.A.

P.O.T. 26+00.00 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Cultivated Field

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

16

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

 

STA. 15+00.00 TO 30+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-F_50_01.D

WG

PRIN

T D

ATE: 4/4/18

25+

00

30+

00

20+

00

15+

00

SEC. 10, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

SEC. 11, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

LINE "F" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.

ALL TOPO NOTES DESCRIBED FROM LINE "A".

+00.0

CLASS V DRIVE REQ'D.

W = 24'

+00.0

CLASS V DRIVE REQ'D.

W = 24'

+00.0

CLASS V DRIVE REQ'D.

W = 24'

+00.0

CLASS V DRIVE REQ'D.

W = 24'

Des. No. 1600597 Appendix B: Graphics B38

P.C. 30+08.03 "F"

3

5

+

0

0

40+

00

P.C. 33+30.20 "A"

+

8

0

.

0

7

2

.

2

1

'

R

+

7

9

.

5

0

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

(

C

u

l

t

i

v

a

t

e

d

)

(

C

u

l

t

i

v

a

t

e

d

)

W

W

W

W

W

W

W

W

W

Approximate Location of 8" Water Line

buried approximately 5'.

CURVE DATA

Δ = 68°14'41"R = 1310.00'T = 887.68'L = 1560.33'E = 272.43'Se = 6.80%

P.I. 38+95.71 Line "F"

P.I. 40+88.22 "A"

CURVE DATA

Δ = 60°06'39"R = 1310.00'T = 758.02'L = 1374.36'E = 203.50'Se = 6.8%

P.I. 40+88.22 Line "A"

LIN

E "A

"

LINE "F"

N

 

2

1

°

3

7

'

4

3

"

 

E

N

 

2

9

°

4

5

'

4

4

"

 

E

N

 

8

9

°

5

2

'

2

3

"

 

E

N

 

8

9

°

5

2

'

2

3

"

 

E

A

P

P

.

S

E

C

T

I

O

N

L

I

N

E

A

P

P

.

1

/

4

S

E

C

T

I

O

N

L

I

N

E

P.O.C. 40+00.00 "F"=

MONUMENT TYPE B REQ'D.

6

0

'

R

/

W

65' R

/

W

65' R

/

W

Str. No. 16C

71 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+00 Lt.,

+08.03

60'

+08.03

65'

+08.04

65'

855

860

865

870

875

880

885

890

855

860

865

870

875

880

885

890

30+00

866.2

871.36

866.3

871.48

31+00

866.8

871.59

867.9

871.70

32+00

869.1

871.81

870.0

871.93

33+00

870.2

872.04

870.5

872.15

34+00

870.1

872.26

870.0

872.38

35+00

869.7

872.49

869.8

872.60

36+00

870.0

872.71

870.4

872.83

37+00

870.9

872.94

870.6

873.05

38+00

870.2

873.16

870.2

873.27

39+00

869.7

873.39

869.4

873.50

40+00

869.1

873.61

869.2

873.72

41+00

869.5

873.84

869.7

873.94

42+00

870.5

874.03

871.2

874.08

43+00

872.3

874.11

873.6

874.11

44+00

875.3

874.08

877.4

874.02

45+00

878.4

873.93

+0.22%

P.V.I. 43+72.92

ELEV = 874.45

V.C. = 500'

EXISTING GROUND ALONG LINE "F"

PROPOSED PROFILE GRADE

+0.4

0%

+0.6

9%

866.25

+ 51.7

870.38

+ 50.0

+0.4

6%

+0.6

9%

+ 51.7

866.25

+ 50.0

870.38

GRADE OF 4' BOTTOM SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

GRADE OF 4' BOTTOM SPL. DITCH, RT.

804

P.C. 33+30.20 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Buried 1.5' in

N.R.A.

Cultivated Field

805

P.O.C. 40+17.38 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Buried 1.5' in

N.R.A.

Cultivated Field

806

P.I. 40+80.22 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

0.3' Below Grade in

N.R.A.

Grass Field

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

17

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

 

STA. 30+00.00 TO 45+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-F_50_01.D

WG

PRIN

T D

ATE: 4/4/18

40+

00

45+

00

35+

00

30+

00

SEC. 11, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

LINE "F" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.

ALL TOPO NOTES DESCRIBED FROM LINE "A".

MONUMENT TYPE B REQ'D.

Des. No. 1600597 Appendix B: Graphics B39

P.T. 45+68.36 "F"

4

5

+

0

0

50+00

55+00

P.T. 47+04.57 "A"

UE UEUE

UEUE

UEUE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

(G

rav)

(G

rav)

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

(G

rav)

(Asph)

(Asph)

(Asph)

T

T

T

T

T

T

LINE "F"N89°52'23"E

LINE "A"N89°52'23"E

APP. 1/4 SECTION LINE

10+

00

P.I. 10+36.34 "S-1-A"

P.O.T. 58+71.82 "F"=

P.O.T. 9+88.00 "S-1-A"

P.O.T. 56+71.96 "A"=

P.O.T. 10+00.00 "S-1-A"

LIN

E "S-1-A"

S0°12'21"W

LIN

E "S-1-A"

S0°13'07"W

APP. P.L. &

1/4 SECTIO

N LIN

E

APP. P.L. &

1/4 SECTIO

N LIN

E

(No Curve Run)Δ = 0°00'46"

P.I. 10+36.34 Line "S-1-A"

CURVE DATA

65'R

/

W

R/W

50' R/W

65' R/W

60' R/W

50' R/W

50' R/W

50' R/W

Str. No. 17

86 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+49 Lt.,

Str. No. 18

135 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+83 Rt.,

+68.35

65'

+68.36

65'

+00

62'

+00

60'

+00

65'

+00

50'

+00

60'

+00

50'

+40

50'

+70 "S-1-A"

20'

R

/

W

+70 "S-1-A"

20'

+25

55'

+25

50'

+25

50'

+98 "S-1-A"

31'

+98 "S-1-A"

29'

R

/

W

R

/

W

855

860

865

870

875

880

885

890

855

860

865

870

875

880

885

890

45+00

878.4

873.93

877.5

873.82

46+00

876.7

873.67

876.2

873.51

47+00

875.7

873.34

875.0

873.17

48+00

874.4

873.00

873.7

872.83

49+00

873.1

872.66

872.3

872.49

50+00

871.7

872.32

871.5

872.15

51+00

871.3

871.98

871.1

871.81

52+00

871.1

871.64

870.7

871.46

53+00

870.5

871.28

870.3

871.08

54+00

870.2

870.87

870.3

870.66

55+00

870.4

870.43

869.4

870.19

56+00

868.8

869.94

868.6

869.68

57+00

869.3

869.42

869.7

869.14

58+00

869.2

868.87

868.5

868.59

59+00

867.2

868.32

866.4

868.04

60+00

866.0

867.77

-0.34%

P.V.I. 54+50.00

ELEV = 870.79

V.C. = 500'

EXISTING PROFILE ALONG LINE "F"

PROPOSED PROFILE GRADE

GRADE OF 4' BOTTOM SPL. DTICH, LT.

(PLOTTED 10' ABOVE DATUM)

-0.25%

-0.80%

867.19

+ 18.1

-0.26%

+ 18.1

867.03

GRADE OF 4' BOTTOM SPL. DITCH, RT.

807

P.T. 47+04.57 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

0.3' Below Grade in

N.R.A.

Grass Field

808

P.O.T. 56+71.96 "A" =

P.O.T. 10+00.00 "S-1-A"

MAG NAIL SET

822

P.O.T. 7+50.00 "S-1-A"

MAG NAIL SET

823

P.O.T. 12+50.00 "S-1-A"

MAG NAIL SET

56+

57,120.9'-G

uy W

56+

57.6,97.4'-Bench M

ark TBM

1

56+

32.6,71.2'-Control Cab-Irrigation

56+

32.8,72.8'-Elec Trans Box

56+

30.2,59.3'-W

ater V

56+

29.1,77.3'-W

ater Supply Line

56+

25.8,71.8'-Post

56+

57.5,96.5'-Pw

P 077-17

56+

71.7,36.3'-Sec Cor-RR Spike

56+

90.2,9.3'-Post W

OO

D

57+

00.4,21.9'-Sign-STO

P

56+

97.1,18.5'-Post W

OO

D

56+

56.4,34.2'-Sign-ARRO

W

56+

87.3,73.7'-Sign-STREET

12+

50

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

18

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

 

STA. 45+00.00 TO 60+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-F_50_01.D

WG

PRIN

T D

ATE: 4/4/18

55+

00

60+

00

50+

00

45+

00

SEC. 11, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

Adler, Raymond M.& Katherine A.

Etchison, Philip N. &Etchison, LaVonne M.

TBM #1 - Mag Nail Set 1' up in East Face of Power

Pole No. 077-17, First Power Pole North of 281st

Street, West Side of Gwinn Road

Sta. 9+02.66 "S-1-A", 14.97' Lt.

N 50087.6480, E 50031.1322 Elev. = 870.662

LINE "F" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.

ALL TOPO NOTES DESCRIBED FROM LINE "A".

GW

IN

N RO

AD

281ST STREET

MONUMENT TYPE B REQ'D.

MONUMENT TYPE B REQ'D.

+73.5

PUBLIC ROAD APPROACH,

TYPE B REQ'D.

+73.5

PUBLIC ROAD APPROACH,

TYPE B REQ'D.

Des. No. 1600597 Appendix B: Graphics B40

60+00 65+00 70+00

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

(Asph)

LINE "F"N89°52'23"E

LINE "A"N89°52'23"E

APP. P.L.

APP. P.L. & 1/4 SECTION LINE

APP. P.L. & 1/4 SECTION LINE

50' R/W

50' R/W

50' R/W

50' R/W

50' R/W

TEMP. R/W FOR GRADING

TEMP. R/W FOR GRADING

Str. No. 19

67 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+72 Lt.,

Str. No. 20

46 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+23 Rt.,

Str. No. 21

54 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+65 Rt.,

+50

50'

+50

55'

+50

50'

+50

55'

TEMP. R/W FOR DRIVE CONSTRUCTION

+00

50'

+00

55'

+00

50'

+00

70'

+45

70'

+45

50'

+25

50'

+25

60'

+50

50'

+50

60'

60' R/W

60' R/W

+50

50'

+50

55'

845

850

855

860

865

870

875

880

845

850

855

860

865

870

875

880

60+00

866.0

867.77

865.3

867.50

61+00

864.8

867.22

864.7

866.95

62+00

864.3

866.67

863.9

866.40

63+00

863.2

866.12

862.5

865.85

64+00

862.1

865.58

862.1

865.30

65+00

861.9

865.03

861.8

864.75

66+00

861.6

864.48

861.7

864.21

67+00

861.7

863.93

861.9

863.66

68+00

862.9

863.38

863.0

863.11

69+00

862.0

862.83

860.9

862.56

70+00

860.3

862.29

860.1

862.01

71+00

859.9

861.74

859.8

861.46

72+00

860.0

861.19

859.4

860.91

73+00

859.2

860.64

858.9

860.37

74+00

859.6

860.09

859.9

859.82

75+00

860.4

859.54

-0.5

5%

PROPOSED PROFILE GRADE

EXISTING GROUND ALONG LINE "F"

-0.80%

-0.30%

861.19

+ 71.6

859.60

+ 71.4

857.25

+ 64.9

-0.79%

-0.30%

-0.28%

+ 71.5

859.50

+ 46.7

857.77

+ 63.8

857.16

GRADE OF 4' BOTTOM SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

GRADE OF 4' BOTTOM SPL. DITCH, RT.

809

P.O.T. 65+00.00 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

810

P.O.T. 74+00.00 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Signed-REG

ULATED

D

RAIN

63+

71.2,19.3'-15 CM

P

63+

70.8,49.2'-15 CM

P

63+

59.5,50.3'-8 Vert PVC

65+

12.9,18.1'-Tele Ped

69+

95.8,45.8'-D

ecid 26 D

ead

69+

61.7,48.2'-Post W

OO

D

72+

02.2,46.9'-Fence-Farm

Field

71+

64.2,17.1'-15 CM

P

71+

64.8,42.4'-15 CM

P

71+

48.3,46.5'-Fence-Farm

Field

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

19

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

 

STA. 60+00.00 TO 75+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-F_50_01.D

WG

PRIN

T D

ATE: 4/4/18

70+

00

75+

00

65+

00

60+

00

SEC. 11, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Lockwood, Thomas E. & Lee Ann

Etchison, Philip N. &Etchison, LaVonne M.

Adler, Raymond M.& Katherine A.

LINE "F" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.

ALL TOPO NOTES DESCRIBED FROM LINE "A".

281ST STREET

Des. No. 1600597 Appendix B: Graphics B41

P.C. 88+70.84 "F"

75+00

80+00

85+00

P.C. 85+67.19 "A"

(Grass)

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

(Grass)

(Grass)

(Grass)

(Cultivated)

(Cultivated)

(Asph)

(Conc)

(Asph)

(Asph)

XXXXX

XX

X

X

XX

XX

X

X

X

XXXXXX

APP. P.L.

APP. P.L.

P.I. 20+27.94 "S-2-A"

P.O.T. 82+55.82 "A"=

P.O.T. 20+00.00 "S-2-A"

P.O.T. 84+55.75 "F"=

P.O.T. 19+88.00 "S-2-A"

LIN

E "S-2-A"

S0°30'52"W

LIN

E "S-2-A"

S0°32'17"W

P.I. 87+63.32 "A"

LINE "F"N89°52'23"E

LINE "A"N89°52'23"E

CURVE DATA

Δ = 12°38'46"R = 1770.00'T = 196.13'L = 390.67'E = 10.83'

P.I. 87+63.32 Line "A"

50' R/W

50' R/W

50' R/W

50' R/W

+33 Rt.,

Str. No. 21A

MH C-4

and 123' of 24" Pipe

Req'd.

+16 Lt.,

Str. No. 21B

MH C-4

and 178' of 24" Pipe

Req'd.

Str. No. 24

70 Lft. of 24" Pipe

with 2 End Sections

Req'd.

+02 Rt.,

Str. No. 22

125 Lft. of 9' x 4'

Reinforced Concrete

Box

+27 ,

Str. No. 23

75 Lft. of 7' x 4'

Reinforced Concrete

Box

+28 ,

60' R/W

+00

60'

+00

60'

+50 "S-2-A"

20'

+18 "S-2-A"

24'

+10

50'

+10

50'

+50 "S-2-A"

20'

+18 "S-2-A"

21'

R

/

W

R

/

W

R

/

W

R

/

W

+70.84

50'

+70.84

50'

+13 Lt. "S-2-A",

Str. No. 21C

MH C-4

840

845

850

855

860

865

870

875

840

845

850

855

860

865

870

875

75+00

860.4

859.54

860.8

859.27

76+00

860.6

858.99

859.5

858.72

77+00

858.2

858.45

857.6

858.17

78+00

856.8

857.90

855.9

857.62

79+00

855.3

857.35

854.9

857.08

80+00

854.1

856.80

853.6

856.53

81+00

853.5

856.25

853.4

855.98

82+00

853.4

855.70

853.0

855.43

83+00

851.7

855.16

851.7

854.88

84+00

852.1

854.61

853.5

854.33

85+00

852.2

854.07

852.7

853.90

86+00

853.4

853.82

854.6

853.82

87+00

854.7

853.92

853.8

854.11

88+00

853.7

854.37

853.2

854.64

89+00

854.0

854.91

854.5

855.18

90+00

855.2

855.45

P.V.I. 86+20.00

ELEV = 853.40

V.C. = 300'

EXISTING GROUND ALONG LINE "F"

PROPOSED PROFILE GRADE

-0.95%

847.61

+ 76.7

-0.98%

+0.5

2%

+

1

.1

9

%

+ 72.7

848.25

+ 35.0

853.76

+ 20.0

850.00

+ 90.3

851.45

+0.5

1%

850.88

+ 90.1

853.14

+ 35.0

GRADE OF 4' BOTTOM SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

GRADE OF 4' BOTTOM SPL. DITCH, RT.

GRADE OF 4' BOTTOM SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

811

P.O.T. 82+55.82 "A" =

P.O.T. 20+00.00 "S-2-A"

MAG NAIL SET

812

P.C. 85+67.19 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Buried 1.0' in

N.R.A.

Cultivated Field

813

P.I. 87+63.32 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Buried 1.0' in

N.R.A.

Cultivated Field

814

P.T. 89+57.86 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Buried 1.0' in

N.R.A.

Cultivated Field

824

P.O.T. 17+50.00 "S-2-A"

MAG NAIL SET

825

P.O.T. 22+50.00 "S-2-A"

MAG NAIL SET

Sign-REG

ULATED

D

RAIN

82+

40.2,100.6'-Fence-Barbed W

ire

82+

76.9,76.8'-65x40 CM

P

82+

43.9,79'-Sign-H

AZZARD

82+

40.4,69.3'-65x40 CM

P

82+

38.7,46.1'-6 Vert PVC

80+

42.9,11.8'-Fence-Barbed W

ire

80+

39.1,100.9'-Fence-Barbed W

ire

82+

55.5,27.9'-Sec Cor-5/8 Rebar

74+

23.7,45.1'-Fence-Farm

Field

74+

20.7,45.3'-Post W

OO

D

73+

70.6,45.1'-Fence-Farm

Field

82+

39.4,10.5'-Sign-281ST&

WH

ETSTO

N

82+

37.4,11.3'-Fence-Barbed W

ire

82+

72.7,27.4'-Sign-ARRO

W

81+

93.2,76.2'-Bldg Cor

81+

64.8,76.1'-Bldg Cor

82+

41.8,124.3'-12 CM

P

82+

43.5,120.3'-M

ailbox

82+

24.3,103.4'-D

ecid 24

82+

24.8,68'-D

ecid 24

81+

97.2,39.5'-Sign-STO

P

81+

78.7,50.8'-D

ecid 24

81+

34.8,11.7'-Fence-Barbed W

ire

81+

45.3,67.7'-D

ecid 24

80+

86.7,40.3'-D

ecid 24

80+

84.1,40.3'-D

ecid 24

80+

81.2,40.1'-D

ecid 24

80+

98,43.5'-U

D/CLEAN

OU

T?

80+

84,10.5'-24 CM

P

80+

57.2,39.9'-24 CM

P

80+

29.2,12.5'-Fence-Barbed W

ire

80+

42.3,12.1'-Fence-Barbed W

ire

79+

93,41.6'-D

ecid 72

79+

85.6,42.2'-Fence-Barbed W

ire

78+

12.2,42.5'-Fence-Barbed W

ire

80+

42,8.5'-5/8 Rebar Capped

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

20

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

 

STA. 75+00.00 TO 90+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-F_50_01.D

WG

PRIN

T D

ATE: 4/4/18

85+

00

90+

00

80+

00

75+

00

SEC. 12, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Lockwood, Thomas E. & Lee Ann

Etchison, Philip N. &Etchison, LaVonne M.

Parker, Paul A.

SEC. 11, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Whisler, William L., Trustee et al.

Whisler, William L., Trustee et al.

TBM #4 - Mag Nail Set 1' up in East Face of Power

Pole No. 073-341, approx. 150' South of 281st Street

on West Side of Whetston Road.

Sta. 21+70.41 "S-2-A", 12.18' Rt.

N 49825.6779, E 52615.8663 Elev. = 855.173

Collins, Leannie L.

LINE "F" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.

ALL TOPO NOTES DESCRIBED FROM LINE "A".

281ST STREET

WH

ETSTO

N RO

AD

Des. No. 1600597 Appendix B: Graphics B42

P.C. 96+08.34 "F"

P.T. 91+61.69 "F"

P.T. 102+92.22 "F"

9

0

+

0

0

9

5

+

0

0

1

0

0

+

0

0

P.C. 94+36.51 "A"

P.T. 89+57.86 "A"

P.T. 100+87.62 "A"

15062

855.69

CHK 111

(Grass)

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

X

X

X

X

X

X

X

X

Fr Barn

(Tree Farm)

(Grav)

Fr Shack

U

C

UC

UC

UC

U

C

UC

U

C

UC

UC

UC

UC

X

X

P.I. 90+16.59 "F" =

O.P.O.T. 88+16.84 "A", 5.63' Rt.

CURVE DATA

Δ = 9°24'53"R = 1770.00'T = 145.75'L = 290.85'E = 5.99'Se = 5.60%

P.I. 90+16.59 Line "F"

P.I. 97+68.94 "A"

P.I. 99+54.60 "F" =

O.P.O.C. 97+60.30 "A", 13.51' Rt.

CURVE DATA

Δ = 28°28'40"R = 1310.00'T = 332.43'L = 651.11'E = 41.52'

P.I. 97+68.94 Line "A"

CURVE DATA

Δ = 22°08'15"R = 1770.00'T = 346.26'L = 683.88'E = 33.55'Se = 5.60%

P.I. 99+54.60 Line "F"

L

I

N

E

"

A

"

N

7

7

°

1

3

'3

7

"

E

L

IN

E

"

F

"

N

8

0

°

2

7

'3

0

"

E

APP. P.L.

APP. P.L.

APP. P.L.

APP. P.L.

APP. P.L. & 1/4 SECTION LINE

APP. P.L.

APP. P.L.

APP. P.L.

L

I

N

E

"

A

"

S

7

4

°

1

7

'

4

3

"

E

L

I

N

E

"

F

"

S

7

7

°

2

4

'1

5

"

E

50' R

/

W

70' R

/

W

R

/

W

R

/

W

Str. No. 25

75 Lft. of 24" Pipe

with 2 End Sections

Req'd.

+73 Lt.,

+14 Lt.,

Str. No. 26

Manhole Type "C-4"

and 14' of 18" Pipe

Req'd.

+94 Lt.,

Str. No. 27

Manhole Type "C-4"

and 277' of 18" Pipe

Req'd.

+87 Lt.,

Str. No. 28

Manhole Type "C-4"

and 293' of 18" Pipe

Req'd.

+87 Lt.,

Str. No. 29

Inlet Type "E-7"

and 13' of 12" Pipe

Req'd.

+04 Lt.,

Str. No. 30

Manhole Type "C-4"

and 317' of 18" Pipe

Req'd.

+09 Lt.,

Str. No. 32

Inlet Type "E-7"

and 9' of 12" Pipe

Req'd.

Str. No. 31A

28 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+29 Rt.,

Str. No. 31

52 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+07 Rt.,

+61.69

50'

+61.69

50'

5

0

' R

/W

5

0

' R

/W

+00

50'

+08.34

50'

+08.34

70'

+92.22

50'

+92.22

70'

+12

50'

+10

78'

+02

88'

+09

114'

TEMP. R/W FOR DRIVE CONSTRUCTION

+P.L.

85'

840

845

850

855

860

865

870

875

840

845

850

855

860

865

870

875

90+00

855.2

855.45

855.4

855.72

91+00

854.8

855.99

854.3

856.26

92+00

853.8

856.53

853.1

856.80

93+00

852.7

857.08

852.3

857.46

94+00

852.2

857.96

852.4

858.58

95+00

853.0

859.30

853.3

860.00

96+00

853.7

860.59

855.2

861.08

97+00

856.0

861.46

857.3

861.73

98+00

859.8

861.90

861.4

861.97

99+00

863.3

861.92

863.8

861.78

100+00

863.6

861.52

862.8

861.16

101+00

861.4

860.70

860.8

860.13

102+00

859.9

859.45

858.5

858.72

103+00

856.9

858.00

855.9

857.27

104+00

855.4

856.63

854.9

856.17

105+00

853.8

855.90

+

1

.5

0

%

-1

.4

6

%

+0.5

4%

P.V.I. 98+50.00

ELEV = 864.55

V.C. = 700'

P.V.I. 93+80.00

ELEV = 857.50

V.C. = 200'

P.V.I. 104+50.00

ELEV = 855.81

V.C. = 200'

EXISTING GROUND ALONG LINE "F"

PROPOSED PROFILE GRADE

-0.5

3%

+

0.93%

+

3

.

0

0

%

-1

.5

9

%

+0.31%

+ 69.8

851.45

+ 50.0

855.00

+ 22.0

860.16

+ 10.0

854.00

-0.5

3%

-0.5

9%

+0.24%

-0.16%

+0.4

7%

-1

.1

4

%

+

1

.9

3

%

+

0.91%

850.80

+ 75.9

854.56

+ 87.3

854.95

+ 50.0

854.69

+ 08.8

855.36

+ 50.0

851.30

+ 01.9

855.37

+ 50.0

GRADE OF 4' BOTTOM SPL. DITCH, RT.

GRADE OF 4' SPL. BOTTOM DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

815

P.C. 94+36.51 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Buried 1.0' in

N.R.A.

Cultivated Field

816

P.I. 97+68.94 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Buried 1.0' in

N.R.A.

Cultivated Field

817

P.T. 100+87.62 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

Buried 1.0' in

N.R.A.

Cultivated Field

90+

71.3,46.6'-D

ecid 28 D

ead

91+

06.7,107.8'-Tree Line

91+

20,82.6'-Tree Line

91+

95.1,118.9'-Tree Line

92+

09.9,105.2'-Tree Line

91+

80.6,22'-Tree Line

96+

01.7,111'-Tree Line

95+

94,58.8'-Tree Line

96+

15.7,87.4'-D

ecid 14 Ash

96+

16.7,107.3'-Fence-Farm

Field

CURVE DATA

92+

18.6,25.5'-Tree Line

95+

75.4,90.9'-Tree Line

95+

91.3,136.4'-Fence-Farm

Field

98+

33.8,112'-Bldg Cor

98+

78.5,105.8'-Bldg Cor

98+

32.3,103.8'-Fence-Farm

Field

99+

03.4,111.4'-Fence-Farm

Field

98+

99.8,95.1'-Fence-Farm

Field

102+

42.6,141'-Bldg Cor

102+

65.1,133.7'-Bldg Cor

102+

69.7,142.2'-Tree Line

102+

85.6,141.2'-Tree Line

102+

85.7,147.7'-Pw

P

103+

12.4,145.1'-D

ecid 18 Tw

in-H

ackberry

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

21

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

 

STA. 90+00.00 TO 105+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-F_50_01.D

WG

PRIN

T D

ATE: 4/4/18

100+

00

105+

00

95+

00

90+

00

Whisler, William L., Trustee et al.

Whisler, William L., Trustee et al.

Whisler, Robert D., Jr. et al.

Lockwood, Thomas E. & Lee Ann

Lockwood, Thomas E. & Lee Ann

TBM #5 - Mag Nail Set 1' up in North Face of Power

approx. 40' West of R.R. Track & 25' North of 281st

Street.

Sta. 103+73.25 "A", 81.06' Rt.

N 49974.4438, E 54692.4059 Elev. = 854.974

LINE "F" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.

ALL TOPO NOTES DESCRIBED FROM LINE "A".

Allen, Alice M.

Whisler, William L., Trustee et al.

Peru

& I

ndi

anap

olis

Rai

lroa

d

Des. No. 1600597 Appendix B: Graphics B43

P.C. 109+00.25 "F"

P.T. 109+74.42 "F"

1

0

5

+

0

0

P.C. 107+10.23 "A"

P.T. 108+03.39 "A"

Fr G

ar

(C

ultiv

ated)

(G

rass)

(G

rass)

(G

rass)

(Pasture)

(Pasture)

(G

rass)

(G

rass)

Fr B

arn

(

A

s

p

h

)

Mobile

Hom

e

1 Sty Fr H

se

(

B

a

lla

s

t

)

(

B

a

lla

s

t

)

(A

sph)

(G

rav)

(A

sph

)

(A

sph

)

(A

sph

)

(A

sph

)

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

U

C

U

C

U

C

U

C

UC

UC

UC

X

X

X

X

UC

X

X

X

X

X

X

UC

UC

U

C

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

G

G

G

G

G

G

G

G

T

T

T

T

T

T

A

P

P

.

P

.L

.

A

P

P

. P

.L

.

P.I. 107+57.09 "A"

P.I. 109+37.47 "F" =

O.P.O.T. 107+56.81 "A", 3.12' Rt.

CURVE DATA

Δ = 15°15'02"R = 350.00'T = 46.86'L = 93.16'E = 3.12'

P.I. 107+57.09 Line "A"

CURVE DATA

Δ = 12°08'31"R = 350.00'T = 37.22'L = 74.17'E = 1.97'Se =

P.I. 109+37.47 Line "F"

APP. EXIST. R

/W

&

P.L.

APP. EXIST. R

/W

&

P.L.

APP. 1/4 SECTIO

N

LIN

E

LIN

E "A"S89°32'30"E

LIN

E "F"

S89°32'30"E

(No Curve Run)Δ = 0°00'16"

P.I. 109+72.61 Line "A"

CURVE DATA

(No Curve Run)Δ = 0°00'16"

P.I. 111+53.27 Line "F"

CURVE DATA

A

P

P

.

E

X

I

ST

.

R

/

W

&

P

.L.

A

P

P

.

E

X

I

ST

.

R

/

W

&

P

.L.

A

P

P

.

E

X

I

ST

.

R

/

W

&

P

.L.

A

PP. EXIST. R

/W

&

P.L.

P.O.T. 111+71.97 "F"=

P.O.C. 605+05.49 "B-D"

L

IN

E

"F

"S

7

7

°2

4

'1

5

"E

L

I

N

E

"

A

"

S

7

4

°

1

7

'4

3

"

E

P.O.T. 114+80.66 "F"=

P.O.T. 113+00.00 "A"

P.I. 111+53.27 "F"=

P.I. 109+72.61 "A"

P.I. 605+06.60 "B-D" =

O.P.O.T. 109+91.79 "A", 1.11' Lt.

N

 0°08'54" E

N

 0°22'54" E

L

IN

E

"B

-D

"

3

1

3

8

841.6

6

1

2

C

M

P

3

1

4

0

842.1

2

6 CM

P

3

1

3

9

842.8

3

D

IR

O

N

LY

3

1

4

1

843.9

2

D

IR

O

N

LY

6

5

' R

/W

Temp. R/W

Temp. R/W

Str. No. 33

60 Lft. of 9' x 5'

Reinforced Concrete

Box

+86 Rt.,

Str. No. 35

102 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+42 Lt.,

+02 Rt.,

Str. No. 34

Inlet Type "E-7"

and 46' of 15" Pipe

Req'd.

+P.L.

50'

+P.L.

85'

+00

50'

R

/

W

+P.L.

P.L.

+00.25

65'

+P.L.

50'

+70

P.L.

+70

40'

+P.L.

40'

+P.L.

40'

+05

40'

+05

P.L.

R/W

835

840

845

850

855

860

865

870

835

840

845

850

855

860

865

870

105+00

853.8

855.90

854.0

855.81

106+00

852.8

855.70

851.7

855.13

107+00

849.8

854.05

847.6

852.70

108+00

843.2

851.67

846.8

851.03

109+00

848.8

850.77

851.2

850.90

110+00

852.6

851.43

853.3

852.31

111+00

853.6

853.25

854.2

854.19

112+00

854.2

854.9

113+00

855.4

856.1

114+00 115+00115+00

+0.00%

-

2

.

7

8

%

+

1

.8

9

%

P.V.I. STA =

111+

55

P.V.I. ELEV =

854.28

P.V.I. 106+37.00

ELEV = 855.81

V.C. = 140'

P.V.I. 108+79.15

ELEV = 849.08

V.C. = 300'

+ 51.4

854.75

854.27

+ 45.2

-

4

.

0

0

%

+

1

.7

5

%

856.500

+ 00.0

849.500

+ 75.0

855.913

+ 41.4

GRADE OF 4' BOTTOM SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

+

1

.5

2

%

-0.4

3%

-

4

.

2

1

%

+ 00.0

852.50

+ 70.0

851.57

+ 42.1

851.25

+ 00.0

850.50

+ 90.0

844.50

GRADE OF 4' BOTTOM SPL. DITCH, RT.

GRADE OF 4' BOTTOM SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)

EXISTING GROUND ALONG LINE "F"

PROPOSED PROFILE GRADE

818

P.C. 107+10.23 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

819

P.I. 107+57.09 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

820

P.T. 108+03.39 "A"

5/8" REBAR W/CAP STAMPED

'CERTIFIED ENGINEERING' SET

821

P.O.T. 113+00.00 "A"

MAG NAIL SET

826

P.C. 600+06.60 "B"

MAG NAIL SET

827

P.T. 610+06.60 "B"

MAG NAIL SET

828

P.I. 605+06.60 "B"

MAG NAIL SET

109+

72.6,0'-Sec Cor-H

arrison

106+

13.1,3.2'-12 CM

P

106+

13.8,80.2'-Fence-Farm

Field

108+

59.6,22.5'-Field Tile

110+

82.5,14.7'-Tele Riser

110+

84.6,13.6'-Pw

P 191-694

110+

70.6,16'-G

uy W

110+

61.4,13.7'-Sign-STO

P

110+

60.3,17.6'-Post

110+

31.9,43.1'-Tele Ped

110+

30.9,44.7'-R/W

M

rkr

110+

31.6,58.2'-U

tility M

rkr-C

110+

26.5,37.9'-15 CM

P

109+

41.1,101.5'-Fence-Farm

Field

109+

65.8,117.7'-Sign-M

ILLERSBU

RG

109+

50.6,38.3'-Tele Ped

109+

51.4,35.2'-R/W

M

rkr

109+

51.1,27.6'-Tele Ped

109+

50.9,30.3'-U

tility M

rkr-C

109+

53,7.5'-Sign-281ST/SR 19

109+

40.6,11.3'-Fence-Farm

Field

109+

66.9,20.4'-M

ailbox #

7851

109+

61.5,20.4'-15 CM

P

107+

87.7,5.5'-Fence-Farm

Field

R

+

1

4

.1

4

A

p

p

. P

.L

.

FL

602+

82,58.2'-D

ecid

24

105+

92.3,121.6'-D

ecid 10 O

ak

106+

36.2,149.8'-D

ecid 22 W

alnut

106+

31.2,124.4'-D

ecid 22 W

alnut

106+

20.8,130'-Stum

p

106+

28.4,104.8'-D

ecid 14 H

ackberry

106+

11.9,88.5'-D

ecid M

ulti-O

ak

106+

00.7,75.2'-D

ecid 14 O

ak

106+

14.9,81.2'-D

ecid 4 O

ak

106+

21.4,83.2'-Post W

OO

D

106+

27.4,72.6'-48 CM

P

106+

28.4,72.6'-12 CM

P

106+

34.1,66.3'-Sign-STREET

107+

21,128.3'-Bldg Cor 1STY FRM

107+

18.1,128.1'-Bush

107+

15.7,121.7'-Bush

107+

05.4,128.4'-D

ecid 8 D

ead

106+

84,135.4'-12 CM

P-TO

P

107+

13,88.7'-Bldg Cor

106+

79.5,53.2'-D

ecid M

utli-Ash

106+

67.3,63.7'-Catch Basin Sq

106+

66,64'-12 CM

P

106+

67.8,73.2'-Sign-STO

P

106+

69.4,78.7'-M

ailbox

106+

70.6,80.9'-M

ailbox

106+

83,84.4'-D

ecid 18 O

ak

107+

12.8,9.6'-Fence-Farm

Field

106+

57.4,29.7'-Sign-RR XIN

G

106+

42.4,32.1'-U

tility M

rkr-C

105+

74,54.2'-Sign-N

O O

UTLET

105+

25.1,64.3'-Fence-Farm

Field

106+

11.7,34.6'-24 RCP

106+

41,29.8'-Fence-Farm

Field

106+

00.3,7.9'-6 CM

P

110+

25.6,40.4'-15 CM

P

110+

29.8,54.3'-Pw

P 191-693

110+

31.3,55.4'-R/W

M

rkr

110+

34.4,69.2'-D

ecid 24

110+

98.6,60.2'-D

ecid 24

111+

70.9,61.8'-D

ecid 24

111+

81.5,55.1'-D

ecid 15

112+

00.6,64.7'-D

ecid 15

111+

54.2,32.7'-D

ecid 24

111+

61.1,28.1'-D

ecid 24

111+

99.3,26.6'-D

ecid 24

110+

86.6,15.2'-Tele Ped

109+

55.8,105.7'-Bench M

ark TBM

6

109+

61.4,45.5'-15 CM

P

109+

55.8,105.7'-Pw

P 058-085

109+

21.7,28.4'-R/W

M

rkr

108+

37.3,36.2'-D

ecid 48

108+

18.7,55.4'-Bush

108+

25.3,25.1'-12 CM

P

107+

96.2,93.9'-Bldg Cor

107+

94.2,68.3'-Bldg Cor

107+

38.2,2.1'-Fence-Farm

Field

107+

40.5,38.7'-D

ecid 15

106+

14.4,34.6'-48 CM

P

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

22

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

 

STA. 105+00.00 TO 114+80.66 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:54 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-F_50_01.D

WG

PRIN

T D

ATE: 4/4/18

105+

00

110+

00

SEC. 12, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Endicott, Sherlin

Waltz-Ena Farms LLC

Endicott, Caroline Jean

281ST STREET

MAIN

STREET

S.R. 19

Endicott, Larry L., Jr.& Jennifer L.

Burtner,Dean &Teresa

Endicott, Larry L., Jr. et al.

Endicott, Sherlin

TBM #6 - Mag Nail Set 1' up in East Face of Power

Pole No. 058-085-100, approx. 75' South of 281st

Street on West Side of S.R. 19

Sta. 603+99.87 "B-D", 35.78' Lt.

N 49841.2859, E 55282.3117 Elev. = 854.824

RAILRO

AD

STREET

Allen, Alice M.

LINE "F" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.

ALL TOPO NOTES DESCRIBED FROM LINE "A".

Peru

& In

dian

apol

is R

ailr

oad

Des. No. 1600597 Appendix B: Graphics B44

210+00 215+00 220+00 225+00

1

0

+

0

0

1

0

+

0

0

LINE "PR-A" & "C"

S89°17'40"E

LINE "PR-A" & "C"

S89°17'40"E

APP. 15' EXIST. R/W & P.L.

APP. 15' EXIST. R/W & P.L.

X

X

X

X

X

X

X

TR

ER

ER

ER

TR

PED-T

TR

FOM

FO

FO

FOFO

FOFO

FOFO

FOFO

FO

FO

FO

FO

FO

FO

FO

FO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

T

TT

(G

rav)

(Grass)

(Grav)

(Grass)

(Grass)

(Asph)

(

G

r

a

v

)

(Asph)

(Conc)

(G

rav)

276th STREET

UE

UE

U

E

U

E

UE

UE

UE

U

E

UE

UE

UE

UCUCUCUCUCUCUCUC

(Grass)

(Grass)

APP. P.L.

APP. P.L.

P.O.T. 220+54.41 "PR-A"=

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

P.O.T. 10+00.00 "F"=

P.O.T. 310+77.74 "C"=

P.O.T. 13+36.68 "D"

P.O.T. 210+00.00 "PR-A"=

P.O.T. 300+23.33 "C"

A

P

P

.

E

X

I

S

T

.

R

/

W

&

P

.

L

.

A

P

P

. E

X

I

S

T

. R

/

W

&

P

.L

.

APP. EXIST. R/W & P.L.

APP. EXIST. R/W & P.L.

APP. SECTION LINEAPP. SECTION LINE

P.T. 13+18.98 "D"

BEGIN INCIDENTAL CONSTRUCTION

FOR PAVEMENT MARKINGS

STA. 211+90.00 "PR-A"

BEGIN INCIDENTAL CONSTRUCTION

STA. 216+71.41 "PR-A"

BEGIN CONSTRUCTION

STA. 217+31.39 "PR-A"

BEGIN MILL & RESURFACE

STA. 222+88.65 "PR-A"

Str. No. 11

58 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+217 Lt.,

Const. Limits

Const. Limits

1

0

+

0

0

1

0

+

0

0

L

I

N

E

"

F

"

N

2

1

°

3

7

'

4

3

"

E

N

2

9

°

4

5

'

4

4

"

E

L

I

N

E

"

A

"

P.R.C. 12+04.83 "D"

R

/

W

R

/

W

50' R/W

60' R/W

Temp. R/W for Grading

R

/W

R

/

W

50' R/W

840

845

850

855

860

865

870

875

840

845

850

855

860

865

870

875

210+00

855.3

855.2

211+00

855.3

855.4

212+00

855.5

855.8

213+00

856.2

856.4

214+00

856.4

846.4

215+00

841.8

856.3

216+00

857.1

857.8

217+00

858.7

860.0

218+00

861.5

863.2

219+00

864.7

865.9

220+00

867.0

867.8

221+00

868.0

868.0

222+00

868.1

868.5

223+00

869.1

869.4

224+00

869.5

869.8

225+00

870.0

MILL & RESURFACE

Begin Mill & Resurface @ Sta. 222+88.65 "PR-A"

Elev. = 869.03

See Profile Line "PR-A-2" On

Alignment Profile Sheet

For Proposed Grade

See Profile Line "PR-A-1" On

Alignment Profile Sheet

For Proposed Grade

+90.00

+56.56

See Spot Elevation Details

For Proposed Roundabout

Existing Ground Profile

Along Line "PR-A"

Begin Incidental Construction

For Pavement Markings

Sta. 211+90.00 "PR-A"

Begin Incidental Construction

Sta. 216+71.41 "PR-A"

Elev. = 858.15

Begin Construction

Sta. 217+31.39 "PR-A"

Elev. = 859.49

STR. NO. 11

+08.00, 42.15 FARM

FIELD

FEN

CE

+40.48, 42.87 FARM

FIELD

FEN

CE

+57.71, 43.40 FARM

FIELD

FEN

CE

+08.03, 44.63 FARM

FIELD

FEN

CE

+27.07, 45.62 FARM

FIELD

FEN

CE

+31.12, 45.75 PW

R. PO

LE

+52.97, 61.92 FIBER O

PTIC M

ARKER

+07.60, 80.76 CO

W SPRIN

G

+54.20, 15.03 FARM

FIELD

FEN

CE

+15.26, 13.25 D

ELIN

. PO

ST

+14.34, 12.05 D

ELIN

. PO

ST

+56.82, 98.70 FARM

FIELD

FEN

CE

+56.62, 71.17 G

ATE

+51.64, 56.26 G

ATE

+51.85, 47.55 FARM

FIELD

FEN

CE

+50.90, 31.99 FARM

FIELD

FEN

CE

+07.74, 32.78 FARM

FIELD

FEN

CE

+58.62, 33.96 FARM

FIELD

FEN

CE

+09.08, 35.06 FARM

FIELD

FEN

CE

+10.38, 46.60 PW

R. PO

LE

+92.17, 35.58 FARM

FIELD

FEN

CE

+82.46, 35.59 FARM

FIELD

FEN

CE

+75.04, 26.41 FARM

FIELD

FEN

CE

+67.20, 16.60 FARM

FIELD

FEN

CE

+61.28, 60.84 15" CPP

+21.92, 88.29 12" STEEL

+03.57, 78.27 12" STEEL

+55.97, 98.70 G

UY AN

CH

.

+54.23, 77.33 G

UY PO

LE

+53.69, 48.90 PW

R. PO

LE

+54.54, 48.04 ELEC. RISER

+05.58, 26.55 12" CM

P

+55.01, 28.32 12" CM

P

+70.02, 12.43 SIG

N 45 M

PH

SIG

N

+73.32, 14.88 PW

R. PO

LE

+72.30, 14.98 ELEC. RISER

+55.13, 11.46 8" CM

P

+15.21, 11.25 8" CM

P

+13.02, 31.38 PW

R. PO

LE

+11.49, 31.48 ELEC. RISER

+07.04, 26.58 FLARED

EN

D SEC.

+21.56, 19.98 PW

R. PO

LE

+61.55, 11.36 BRID

GE D

ECK CO

R.

+55.03, 11.33 BRID

GE D

ECK CO

R.

+52.78, 47.07 FARM

FIELD

FEN

CE

+35.73, 39.23 FARM

FIELD

FEN

CE

+08.08, 38.32 FARM

FIELD

FEN

CE

+58.59, 37.33 FARM

FIELD

FEN

CE

+47.72, 38.80 PW

R. PO

LE

+69.37, 47.28 FARM

FIELD

FEN

CE

+77.62, 43.88 FARM

FIELD

FEN

CE

+86.96, 40.12 FARM

FIELD

FEN

CE

+07.78, 40.11 FARM

FIELD

FEN

CE

+42.60, 42.12 PW

R. PO

LE

+58.11, 41.08 FARM

FIELD

FEN

CE

+77.50, 29.70 30 X 51" ELLIPTICAL

+47.23, 30.05 30 X 51" ELLIPTICAL

310+

57.11, 47.90 SET 3/4" RBR REF CAP

+15.33, 18.28 D

ELIN

. PO

ST

+49.24, 24.73 TELE. RISER

+47.88, 24.76 TELE. PO

LE

+32.42, 24.42 G

UY AN

CH

.

+23.88, 108.49 FARM

FIELD

FEN

CE

+38.74, 42.13 FARM

FIELD

FEN

CE

+55.53, 20.27 FARM

FIELD

FEN

CE

+04.12, 44.02 FARM

FIELD

FEN

CE

+83.05, 41.74 G

ATE

+67.75, 41.65 G

ATE

+48.15, 41.45 FARM

FIELD

FEN

CE

+39.22, 42.50 FARM

FIELD

FEN

CE

+46.80, 17.50 SIG

N 35M

PH

+15.48, 17.98 D

ELIN

. PO

ST

+13.91, 24.12 TELE. PED

.

+14.44, 24.17 TELE. RISER

+15.51, 24.68 TELE. PO

LE

+35.53, 24.56 G

UY AN

CH

.

+69.15, 39.61 FARM

FIELD

FEN

CE

+72.29, 24.38 FARM

FIELD

FEN

CE

+92.64, 38.51 FARM

FIELD

FEN

CE

+33.01, 37.35 FARM

FIELD

FEN

CE

+58.20, 36.58 FARM

FIELD

FEN

CE

+08.82, 35.64 FARM

FIELD

FEN

CE

+58.13, 34.59 FARM

FIELD

FEN

CE

+78.62, 34.12 FARM

FIELD

FEN

CE

+97.36, 33.10 FARM

FIELD

FEN

CE

+15.39, 32.08 FARM

FIELD

FEN

CE

+57.55, 30.62 FARM

FIELD

FEN

CE

+70.57, 30.15 FARM

FIELD

FEN

CE

+88.37, 29.52 FARM

FIELD

FEN

CE

+07.19, 28.79 FARM

FIELD

FEN

CE

+59.98, 27.15 FARM

FIELD

FEN

CE

+07.74, 25.74 FARM

FIELD

FEN

CE

310+

36.22, 25.77 FARM

FIELD

FEN

CE

310+

44.45, 36.49 FARM

FIELD

FEN

CE

310+

59.07, 58.73 FARM

FIELD

FEN

CE

310+

76.27, 84.31 FARM

FIELD

FEN

CE

310+

77.20, 103.62 FARM

FIELD

FEN

CE

310+

77.25, 111.26 G

ATE

310+

78.11, 135.07 G

ATE

310+

56.76, 141.81 FARM

FIELD

FEN

CE

310+

41.16, 146.62 FARM

FIELD

FEN

CE

+81.38, 23.55 STU

MP CAU

TIO

N LIG

HT

+77.73, 20.71 SIG

N W

ARN

IN

G U

/G

TELE

+73.42, 20.37 SIG

N 35 M

PH

SIG

N

310+

74.40, 52.10 G

UY PO

LE

310+

74.61, 65.83 G

UY AN

CH

.

311+

61.72, 17.13 M

AILBO

X

311+

29.78, 35.90 SIG

N D

RIVE C

+99.24, 19.77 TELE. PED

.

+00.19, 19.69 M

ARKER FO

R U

/G

TELE.

+21.53, 23.51 SIG

N O

FFICE SH

IPPIN

G RECEIVIN

G

+61.57, 16.61 BRID

GE D

ECK CO

R.

+55.07, 16.70 BRID

GE D

ECK CO

R.

+49.23, 24.66 TELE. RISER

A

Z

. 1

0

0

°

1

5

1

.0

1

'

A

Z

.

4

5

°

6

0

.

0

0

'

A

Z

.

3

3

0

°

5

6

.

3

4

'

#513 Set Punched RR Spk. Recessed 1"

P.O.T. 302+00.00 Line "A"

Line "A"

Mag Nail Up 24" in N. Side Tel. Pole

#30102-32

Mag Nail Up 6' in S.

SidePwP #072-573

Mag Nail in Top of East Wood

Gate Post

A

Z

.

3

0

5

°2

7

.

7

0

'

A

Z

.

2

0

4

°

5

6

.

9

8

'

A

Z

.

1

0

3

°

7

7

.

1

4

'

#564 Set Punched RR Spk. Recessed 1"

P.O.T. 310+96.71 Line "A" Line "A"

= P.O.T. 50+00.00 Line "S-Becks-W-Entr"

"S-Becks-

W-Entr"

Line "A"

SE Cor. Conc.

Approach

Mag Nail UP 12" in N. Side PwP

#254-106

Mag Nail Up 12"

in NW Side of

Guy Pole

#HMI-3548

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

23

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

BCF REW

LLCLLC

STA. 210+00.00 TO 225+00.00 LINE ''PR-A''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 7:40 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-PRA_50_01.D

WG

PRIN

T D

ATE: 4/2/18

220+

00

225+

00

215+

00

210+

00

SEC. 10, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

SEC. 15, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

Beck, Scott C.& Shantel R.

ALL EXISTING TOPOGRAPHY DESCRIBED FROM LINE "C". LINE "PR-A" TO BE CONSTRUCTED.

LINE "C" = LINE "A" FROM PROJECT 1383334. ALL R/W DESCRIBED FROM LINE "PR-A" EXCEPT AS SHOWN.

BM #21 - Chiseled Square on N.E. Bridge Wingwall

Sta. 305+64.9 "A", 13.2' Lt., W. of Beck's Plant

N 1800250.0, E 219668.0 Elev. = 856.079

BM #22 - Chiseled "X" on Bolt at end of Loading

Dock Wingwall Sta. 314+69.8 "A", 151.2' Rt.

N 1800074.5, E 220570.8 Elev. = 868.052

+58.4 "PR-A"

CLASS V DRIVE REQ'D.

W = 22'

Des. No. 1600597 Appendix B: Graphics B45

APP. 15' EXIST. R/W & P.L.

APP. 15' EXIST. R/W & P.L.

225+00

230+00

235+00

240+00

LINE "PR-A" & "C"

S89°17'40"E

LINE "PR-A"

N89°47'45"E

LINE "PR-A" & "C"

N89°47'45"E

APP. SECTION LINE

APP. 15' EXIST. R/W & P.L.

APP. 15' EXIST. R/W & P.L.

X

X

FP

MB

MB

MB

MB

ER

WV

ER

WV

ER

PED-T

ER

PED-T

UE

UE

U

E

UE

UE

UE

UE

UE

UE

GG

G

G

G

G

G

G

G

G

G

GG

GG

G

W

W

GG

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

W

WW

W

SS

SS

S

S

SS

FO

FO

FO

FO

FO FO FOFO

FOFO

FOFO

FOFO

FOFO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO

FOFO

FOFO

FOFO

FOFO

FO

FOFO

FOFO

FO

FO

TT

T

TT

T T T

T

T

T

T

T

T

TT

APP. SECTIO

N LIN

E

APP. SECTIO

N LIN

E

CURVE DATA

Δ = 0°54'35" LT.R = No Curve Run

P.I. 226+68.91 Line "PR-A"

P.O.T. 226+68.91 "PR-A"=

P.O.T. 316+92.24 "C"

APP. SECTION LINE

Const. Limits

850

855

860

865

870

875

880

885

850

855

860

865

870

875

880

885

225+00

870.0

869.8

226+00

869.3

868.8

227+00

868.7

868.8

228+00

868.9

868.8

229+00

868.9

869.1

230+00

869.2

869.0

231+00

869.0

868.9

232+00

868.7

868.7

233+00

868.5

868.1

234+00

867.6

867.0

235+00

866.3

865.6

236+00

865.1

864.9

237+00

864.6

864.5

238+00

864.4

864.2

239+00

864.1

864.2

240+00

864.1

MILL & RESURFACE

Existing Ground Profile

Along Line "PR-A"

+65.30, 110.16 SET PU

NCH

O

N STO

RM

M

AN

HO

LE

+15.06, 58.89 SET CH

IS X O

N TO

P O

F CO

NC CU

RB

+92.11, 0.00 FN

D. RRS FLU

SH

IN

ASPH

+21.56, 19.98 PW

R. PO

LE

+63.86, 35.03 26" X 37" FIBER VAU

LT

+44.98, 21.26 PW

R. PO

LE

+06.54, 103.69 BLD

G. STO

NE

+84.25, 101.17 BLD

G. STO

NE

+81.94, 103.34 PLASTIC FEN

CE

+80.07, 34.22 PLASTIC FEN

CE

+86.33, 25.33 D

RO

P IN

LET 6" PVC TILE D

RAIN

+20.27, 91.54 SAN

. M

H SEPTIC PLASTIC LID

+69.88, 19.30 PW

R. PO

LE

+69.92, 20.02 ELEC. RISER

+71.14, 72.55 D

ECID

. TREE 6" O

RN

A.

+12.37, 61.80 D

ECID

. TREE 6" O

RN

A.

+28.67, 31.78 D

RO

P IN

LET 22" D

IA

+29.50, 31.86 8" PVC

+38.32, 22.36 54" X 54" FIBER VAU

LT

+37.84, 18.89 TELE. PED

.

+38.09, 19.84 M

ARKER FO

R TELEPH

ON

E

+55.34, 32.00 8" PVC

+55.43, 32.10 D

RO

P IN

LET 22" D

IA

+50.77, 65.55 LT. PO

LE

+13.43, 18.54 6" PVC

+54.37, 18.72 6" PVC

+64.94, 19.89 ELEC. RISER

+64.88, 18.60 PW

R. PO

LE

+56.01, 23.36 SIG

N VISITO

R PARKIN

G

+66.74, 23.38 SIG

N VISITO

R PARKIN

G

+77.31, 23.61 SIG

N VISITO

R PARKIN

G

+88.11, 23.44 SIG

N STO

RK PARKIN

G

+98.83, 23.39 SIG

N RESERVED

PARKIN

G

+04.02, 17.20 4" PVC

+15.40, 17.30 4" PVC

+89.57, 23.18 F. H

YD

RAN

T

+89.82, 27.82 W

TR. VALVE

+79.70, 19.56 PW

R. PO

LE

+14.99, 14.26 SIG

N PED

ESTRIAN

CRO

SSW

ALK

+46.58, 18.42 PW

R. PO

LE

+20.74, 35.34 54" X 54" W

ATER VAU

LT

+23.57, 35.96 15" X 15" W

ATER VAU

LT

+23.55, 34.73 15" X 15" W

ATER VAU

LT

+94.43, 77.62 D

RO

P IN

LET

+94.48, 107.68 D

RO

P IN

LET

+94.47, 47.75 D

RO

P IN

LET

+93.01, 17.89 D

RO

P IN

LET 22" D

IA

+11.02, 68.39 26" X 37" ELEC VAU

LT

+13.61, 55.07 ELEC. BO

X

+13.69, 53.74 ELEC. RISER

+13.76, 51.81 LT. PO

LE 36" D

IA CO

NC BASE 40" U

P

+14.12, 43.02 W

TR. VALVE

+13.91, 40.26 F. H

YD

RAN

T

+11.18, 23.63 FIBER O

PT. M

ARKER

+13.46, 17.74 PW

R. PO

LE

+05.76, 18.20 4" VERT PVC IN

V TO

12" CPP

+77.89, 15.97 SIG

N SH

IP/RECEIVE TRU

CKIN

G

+19.67, 19.79 D

RO

P IN

LET 6" VERT PVC SEALED

SH

UT

+29.05, 21.66 CLEAN

OU

T

+33.66, 17.80 PW

R. PO

LE

+22.67, 18.15 4" VERT PVC IN

V

+29.44, 56.37 G

RO

UN

D LT.

+24.82, 45.55 G

RO

UN

D LT.

+33.11, 45.49 G

RO

UN

D LT.

+29.37, 51.47 ELEC. BO

X

+29.26, 50.07 FLAG

PO

LE

+55.73, 32.16 15" CPP H

EAD

S EAST IN

V

+18.63, 64.38 LT. PO

LE 18" D

IA X 30" TALL CO

NC BASE

+44.32, 54.18 SIG

N N

O PARKIN

G

+43.15, 50.31 PO

ST 4" X 4" W

OO

D RAIN

G

AU

GE

+44.37, 37.03 SIG

N N

O PARKIN

G

+20.76, 35.41 W

ATER VAU

LT

+29.53, 67.66 SET CH

IS X O

N TO

P O

F CU

RB

+06.98, 42.35 BU

SH

+07.32, 48.67 BU

SH

+46.09, 40.40 D

RO

P IN

LET 16" D

IA

+45.98, 40.54 6" VERT CPP

+45.57, 16.02 SIG

N CRO

SSW

ALK AH

EAD

SIG

N

+81.36, 64.19 D

RO

P IN

LET 22" D

IA

+81.40, 64.37 8" VERT PVC

+80.10, 41.74 8" VERT PVC

+80.08, 41.79 D

RO

P IN

LET 22" D

IA

+73.04, 25.02 CO

NIF. TREE 22" PIN

E

+90.19, 57.71 D

ECID

. TREE 18" O

AK

+30.43, 34.71 D

ECID

. TREE 10" TREE

+93.57, 34.62 D

ECID

. TREE 10" M

APLE

+58.33, 34.69 D

ECID

. TREE 12" O

AK

+51.31, 86.26 BLD

G. 2 STO

RY VIN

YL

+21.98, 86.15 BLD

G. 2 STO

RY VIN

YL

+67.57, 43.49 BLD

G. BRICK O

RIG

IN

AL O

FFICE

+72.11, 43.42 BLD

G. BRICK O

RIG

IN

AL O

FFICE

+73.94, 41.57 BLD

G. BRICK O

RIG

IN

AL O

FFICE

+81.73, 41.54 BLD

G. BRICK O

RIG

IN

AL O

FFICE

+93.16, 26.41 12" CM

P

+93.20, 28.08 FLARED

EN

D SEC.

+03.55, 22.46 8" VERT PVC

+17.75, 60.93 SIG

N 10 M

PH

SIG

N

+61.79, 91.85 D

ECID

. TREE 24" PIN

E

+66.95, 80.33 M

AILBO

X

+67.09, 78.91 M

AILBO

X

+67.03, 77.58 M

AILBO

X

+67.12, 76.18 M

AILBO

X

+09.44, 19.59 TELE. PED

.

+75.91, 76.30 SIG

N N

O PARKIN

G

+65.42, 47.03 SIG

N N

O PARKIN

G

+96.21, 29.32 6" CPP VERT T D

RAIN

+21.08, 42.68 D

ECID

. TREE 6" O

RN

A.

+14.42, 33.41 M

AN

HO

LE FO

R SCALES

+92.30, 33.34 M

AN

HO

LE FO

R SCALES

+72.27, 33.29 M

AN

HO

LE FO

R SCALES

+70.81, 40.90 BU

SH

+01.81, 15.46 D

RO

P IN

LET 22" D

IA

+83.86, 43.51 BLD

G. BRICK

+23.63, 43.74 BLD

G. BRICK

+20.64, 63.13 BLD

G. N

EW

BRICK

+80.99, 63.15 BLD

G. N

EW

BRICK

+64.80, 61.46 G

RO

UN

D LT.

+50.78, 61.51 G

RO

UN

D LT.

+36.86, 61.55 G

RO

UN

D LT.

+22.40, 61.45 G

RO

UN

D LT.

+35.05, 42.12 H

AN

DI PARK SPACE

+50.99, 62.54 D

OW

NSPO

UT U

ND

ERG

RO

UN

D

+22.95, 62.50 D

OW

NSPO

UT U

ND

ERG

RO

UN

D

+35.91, 53.18 M

AN

HO

LE BO

LTED

SH

UT

+45.73, 53.32 M

AN

HO

LE BO

LTED

SH

UT

+73.09, 52.46 M

AN

HO

LE 36" LID

+73.25, 41.93 M

AN

HO

LE 36" LID

+68.69, 18.46 6" VERT PVC

+87.31, 18.45 6" VERT PVC

+98.52, 18.48 6" VERT PVC

+49.79, 18.49 4" VERT PVC

+81.16, 69.46 D

RO

P IN

LET 22" D

IA

+28.75, 69.41 D

RO

P IN

LET 22" D

IA

+76.22, 69.00 D

RO

P IN

LET 22" D

IA

+45.32, 67.89 D

RO

P IN

LET 22" D

IA

+95.14, 67.62 8" PVC IN

D

RAIN

+29.08, 54.22 IRRIG

. CO

NT. VALVE

+26.27, 110.96 IRRIG

. CO

NT. VALVE

+93.52, 110.07 IRRIG

. CO

NT. VALVE

+92.11, 84.96 IRRIG

. CO

NT. VALVE

+91.56, 56.26 IRRIG

. CO

NT. VALVE

+84.48, 87.21 50" X 32" G

RO

UN

D VAU

LT

+84.36, 110.14 50" X 32" FIBER VAU

LT

+82.84, 98.62 50" X 32" FIBER VAU

LT

+06.83, 58.19 CLEAN

OU

T

+98.41, 67.21 M

ETAL TRO

UG

H

+87.91, 67.14 8" VERT PVC IN

V

+12.23, 70.79 SAN

. M

H

+10.72, 59.20 CLEAN

OU

T

+06.75, 91.11 SAN

. M

H

+03.59, 62.97 2 FIRE H

OSE H

OO

KU

PS

#6509 Fnd. RR Spk.

P.I. 316+92.24 Line "A" & Apparent Sec. Cor.

Line "A"

7

5

.

2

'

'

A

Z

.

1

2

0

°

5

7

.

0

'

'

A

Z

.

7

0

°

4

5

.

6

'

A

Z

.

3

2

5

°

Gravel Lot

Gravel Lot

PwP

Cor. of

Conc.

Curb

Cor. of

Conc.

Curb

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

24

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

BCF REW

LLCLLC

STA. 225+00.00 TO 240+00.00 LINE ''PR-A''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 7:40 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-PRA_50_01.D

WG

PRIN

T D

ATE: 4/2/18

235+

00

240+

000

230+

00

225+

00

SEC. 10, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

SEC. 15, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc. SEC. 11, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 14, T20N, R4E

JACKSON TWP.

HAMILTON CO.

ALL EXISTING TOPOGRAPHY DESCRIBED FROM LINE "C". LINE "PR-A" TO BE CONSTRUCTED.

LINE "C" = LINE "A" FROM PROJECT 1383334. ALL R/W DESCRIBED FROM LINE "PR-A" EXCEPT AS SHOWN.

BM #23 - Chiseled "X" on S. Bolt of Fire Hydrant in

Beck's parking lot Sta. 325+14.1 "A", 39.9' Lt.

N 1800265.8, E 221616.7 Elev. = 868.020

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

Des. No. 1600597 Appendix B: Graphics B46

APP. 15' EXIST. R/W & P.L.

APP. 15' EXIST. R/W & P.L.

APP. 15' EXIST. R/W & P.L.

APP. 15' EXIST. R/W & P.L.

240+00 245+00 250+00

LINE "PR-A" & "C"

N89°47'45"E

LINE "PR-A" & "C"

N89°47'45"E

50+

00

XX

FP

MB

MB

MB

WV

PED-T

PED-T

EM

PED-T

PED-T

ER

ER

ELECTRIC BOX

ELECTRIC BOX

G

G

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

T

T

T

T

T

T

TT

T

T

T

TT

T TT

T T

T

(Asph)

APP. P.L. & SECTION LINE

APP. P.L.

APP. P.L.

P.O.T. 253+03.19 "PR-A"=

P.I. 50+00.00 "S-GWINN"=

P.O.T. 343+26.51 "C"

APP. SECTION LINE

P.I. 49+99.99 "PR-G"=

O.P.O.T. 49+99.98 "S-GWINN", 1.97' LT.

APP. EXIST. R/W

&

P.L.

APP. EXIST. R/W

&

P.L.

APP. EXIST. R/W

&

P.L.

LIN

E "PR-G

"

S0°02'34"W

LIN

E "PR-G

"

S0°06'24"W

END CONSTRUCTION

P.O.T. 252+93.16 "PR-A"

END MILL & RESURFACE

BEGIN FULL DEPTH PAVEMENT

P.O.T. 251+00.00 "PR-A"

845

850

855

860

865

870

875

880

845

850

855

860

865

870

875

880

240+00

864.1

241+00

864.0

242+00

863.6

243+00

859.9

244+00

857.6

245+00

857.0

246+00

857.9

247+00

859.1

248+00

858.8

249+00

858.7

250+00

859.0

251+00

860.1

860.06

252+00

861.7

861.57

253+00

864.4

864.16

864.0

863.9

861.8

858.5

857.1

857.2

858.6

858.9

858.8

858.8

859.4

860.7

860.76

863.2

862.74

+2.00%

+3.12%

+

1

.3

9

%

P.V.I. 252+20.00

ELEV = 861.73

V.C. = 120'

MILL & RESURFACE

Existing Ground Profile

Along Line "PR-A"

End Construction

Sta. 252+93.16 "PR-A"

Elev. = 864.01

End Mill & Resurface

Begin Full Depth Pavement

Sta. 251+00.00 "PR-A"

Elev. = 860.06

343+

26.38, 0.00 FN

D. H

ARRISO

N M

ARKER FLU

SH

+71.79, 133.66 BLD

G. BRICK

+71.70, 101.90 BLD

G. BRICK

+83.89, 111.61 CLEAN

OU

T

+84.15, 126.01 CLEAN

OU

T

+75.27, 128.00 A/C U

NIT

+74.68, 47.38 BASKETBALL G

OAL

+95.42, 32.45 CO

NIF. TREE 15" SPRU

CE

+83.71, 16.81 BO

ULD

ER

+94.85, 19.65 BO

ULD

ER

343+

03.60, 26.18 BO

ULD

ER

343+

10.40, 35.85 BO

ULD

ER

+04.88, 13.38 15" CM

P

+02.83, 13.34 15" CM

P

+79.58, 19.72 20" X 27" ELL CM

P

+77.21, 19.84 20" X 27" ELL CM

P

+78.14, 43.78 24" RCP

+78.19, 46.59 24" CPP

+79.79, 46.19 15" CPP

+39.71, 19.19 FN

D. 5/8" RBR M

ITCH

ELL CAP

+40.60, 18.54 TELE. PED

.

+40.79, 18.91 M

ARKER FO

R TELEPH

ON

E

+40.43, 19.64 PO

ST 8" D

IA W

OO

D

+27.54, 75.21 FLAG

PO

LE

+89.63, 98.89 BLD

G. BRICK

+59.25, 46.18 CO

NIF. TREE 10" SPRU

CE

+44.54, 52.48 D

ECID

. TREE 12"

+31.91, 19.43 PO

ST 6" D

IA W

OO

D

+36.82, 21.42 BU

SH

+21.89, 14.00 SIG

N 35 M

PH

+22.28, 32.69 D

ECID

. TREE 12 "

+09.91, 17.82 D

ECID

. TREE 10"

+62.96, 34.04 D

ECID

. TREE 36"

+91.91, 34.23 D

ECID

. TREE 24" SYCAM

ORE

+47.35, 65.50 BU

SH

+40.74, 59.05 BU

SH

+33.41, 65.60 BU

SH

+41.06, 71.83 BU

SH

+09.82, 34.67 CO

NIF. TREE 8" PIN

E

+25.40, 19.72 PO

ST 10" D

IA W

OO

D

+25.43, 18.75 FN

D. 5/8" RBR N

O CAP 1" AG

+85.93, 18.98 G

UY AN

CH

.

+82.08, 18.63 G

UY AN

CH

.

+60.53, 18.08 PW

R. PO

LE

+58.22, 27.32 G

UY AN

CH

.

+58.31, 41.09 PW

R. PO

LE

+20.16, 16.12 TELE. PED

.

+91.68, 31.49 PO

ST 8" D

IA W

OO

D

+91.43, 25.37 PO

ST 9" D

IA W

OO

D

+32.13, 38.82 D

ECID

. TREE 6"

+80.91, 42.10 D

ECID

. TREE 8"

+52.94, 78.16 D

ECID

. TREE 30"

+28.01, 80.46 D

ECID

. TREE 6" TW

IN

TRU

NK

+60.15, 86.57 BU

SH

+83.28, 50.28 CO

NIF. TREE 20" PIN

E

+20.81, 88.48 D

ECID

. TREE 18"

+34.96, 72.29 BU

SH

+54.94, 64.13 CO

NIF. TREE 10" PIN

E

+91.41, 62.45 D

ECID

. TREE 36"

+36.66, 87.54 D

ECID

. TREE 27"

+28.60, 34.81 CO

NIF. TREE 6"

+18.07, 99.98 BU

SH

+18.61, 92.54 BU

SH

+18.12, 84.70 BU

SH

+18.16, 77.69 BU

SH

+19.58, 52.33 BU

SH

+95.88, 81.49 CO

NIF. TREE 20" PIN

E

+76.19, 46.14 15" CPP

+76.22, 44.17 15" CPP

+77.97, 45.08 IRO

N FEN

CE CO

VER

+34.92, 18.71 PW

R. PO

LE

+96.28, 18.20 SIG

N U

/G

TELE. SIG

N

+10.27, 14.31 SIG

N 35 M

PH

+50.13, 41.49 FIBER O

PT. M

ARKER

+08.34, 18.71 FLASH

IN

G YELLO

W LIG

HT PO

ST

+07.19, 17.97 ELEC. BO

X

+09.36, 17.96 SIG

N TRU

CK CRO

SSIN

G

+05.02, 19.73 PW

R. PO

LE

+48.01, 42.48 50" X 32" FIBER VAU

LT

+48.80, 23.68 W

TR. VALVE

+29.53, 67.66 SET CH

IS X O

N TO

P O

F CU

RB

343+

11.35, 79.12 PW

R. PO

LE

343+

12.66, 56.33 G

UY AN

CH

.

343+

13.56, 51.37 G

UY AN

CH

.

342+

83.34, 19.32 G

UY AN

CH

.

342+

78.98, 18.95 G

UY AN

CH

.

342+

56.23, 19.75 PW

R. PO

LE

342+

59.38, 14.42 SIG

N STO

P

342+

63.37, 13.80 M

AILBO

X

342+

68.40, 19.14 PO

ST 3.5" X 3.5" W

OO

D

+62.15, 18.73 PW

R. PO

LE

+62.28, 18.64 PW

R. PO

LE

+73.65, 12.84 M

AILBO

X

+37.64, 19.96 G

UY AN

CH

.

+42.75, 19.85 G

UY AN

CH

.

+57.67, 19.25 PW

R. PO

LE

+02.80, 16.53 15" CM

P

+04.93, 16.46 15" CM

P

+76.23, 19.93 20" X 27" ELL CM

P

+78.54, 20.03 20" X 27" ELL CM

P

+77.00, 46.71 D

RO

P IN

LET 72" D

IA

+76.99, 43.99 24" RCP

+77.06, 49.05 24" CPP

+04.94, 21.67 15" RCP

+05.26, 23.42 15" RCP

+35.72, 20.95 PW

R. PO

LE

+77.60, 18.43 6" PVC

+77.67, 17.42 6" PVC

AT BECKS E EN

TRAN

CE

#6400 Fnd. Harrison Mon. Flush

P.O.T. 343+26.51 Line "A" & App. 1/4 Sec. Cor.

= P.O.T. 50+00.00 Line "S-Gwinn"

Line "A"

"S-G

winn"

A

Z

.

3

5

°

A

Z

.

2

5

5

°

A

Z

.

1

9

0

°

3

4

.

4

3

'

7

2

.

7

9

'

8

1

.

0

1

'

Mag Nail and

Washer

NW Cor. 8"x8"

Wd. Post

Mag Nail

and Washer

in N. Side

PwP

Mag Nail and Washer

in E. Side PwP

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

25

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

BCF REW

LLCLLC

STA. 240+00.00 TO 253+04.57 LINE ''PR-A''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 7:40 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-PRA_50_01.D

WG

PRIN

T D

ATE: 4/2/18

250+

00

245+

00

240+

00

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

SEC. 11, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 14, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Whelchel, Neal A. & Cheryl A. Butcher, Larry

Spurgeon,Claude A.& Debra S.

Miller, Susan E. &Miller, Ronald K.

ALL EXISTING TOPOGRAPHY DESCRIBED FROM LINE "C". LINE "PR-A" TO BE CONSTRUCTED.

LINE "C" = LINE "A" FROM PROJECT 1383334. ALL R/W DESCRIBED FROM LINE "PR-A" EXCEPT AS SHOWN.

TEMP. R/W FOR DRIVE

CONSTRUCTION & GRADING

TEMP. R/W FOR DRIVE

CONSTRUCTION & GRADING

BM #26 - R.R. Spike up 12" E. Side Pwp. #195-388

Sta. 342+95.2 "A", 520.9' Lt., W. Side Gwinn Rd.

N 1800753.1, E 223396.1 Elev. = 858.935

BM #27 - R.R. Spike up 12" N.E. Side Pwp. #252-581

Sta. 343+07.2 "A", 448.0' Rt., W. Side Gwinn Rd.

N 1799784.3, E 223411.6 Elev. = 862.416

BM #24 - R.R. Spike up 12" S.W. Side Pwp. #197-???

Sta. 336+57.7 "A", 41.3' Lt., down Lane address 7110

N 1800271.3, E 222760.4 Elev. = 858.865

BM #25 - Chiseled "X" on N.W. Corner of Conc. Flag

Pole Pad address 7280 Sta. 342+27.0 "A", 76.0' Lt.

N 1800308.0, E 223329.5 Elev. = 861.789

+40.2 "PR-A"

MOD. CLASS II DRIVE REQ'D.

W = 16'

CO

NSTRU

CTIO

N LIM

ITS

C

O

N

S

T

R

U

C

T

I

O

N

L

I

M

I

T

S

C

O

N

S

T

R

U

C

T

I

O

N

LIM

ITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

Des. No. 1600597 Appendix B: Graphics B47

220+

00

1

0

+

0

0

1

0

+

0

0

L

I

N

E

"

A

"

N

2

9

°

4

5

'

4

4

"

E

A

P

P

. E

X

IS

T

. R

/W

&

P

.L

.

A

P

P

.

E

X

I

S

T

.

R

/

W

&

P

.

L

.

APP. SECTIO

N LIN

E

APP. 15' EXIST. R/W

&

P.L.

APP. 15' EXIST. R/W

&

P.L.

ER

ER

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

T

(G

rass)

(G

rav)

(G

rass)

(G

rass)

(Asph)

(G

ra

v

)

(Conc)

U

E

U

E

U

E

U

E

UE

UE

UE

UE

UE

U

E

UE

UE

UE

UE

UE

UC

UC

UC

UC

UC

UC

UC

UC

(G

rass)

(G

rass)

APP. P

.L.

APP. P

.L.

A

P

P

. E

X

IS

T

. R

/W

&

P

.L

.

P.C. 10+97.70 "D"

P.C. 12+04.83 "D"

P.T. 13+18.98 "D"

10+

00

BEGIN INCIDENTAL CONSTRUCTION

P.O.T. 10+00.00 "D"

BEGIN PROJECT

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

P.O.T. 10+00.00 "F" =

P.O.T. 13+37.92 "D"=

P.O.T. 220+54.41 "PR-A"=

P.O.T. 310+77.74 "C"

LIN

E "PR-A"

S89°17'40"E

15+00

P.C. 10+97.68 "D-1"

P.T. 15+24.22 "D-1"

P.R.C. 12+05.24 "D-1"

P.R.C. 12+79.72 "D-1"

P.R.C. 12+86.42 "D-1"

P.R.C. 13+24.99 "D-1"

P.R.C. 13+32.19 "D-1"

P.I. 11+51.47 "D"

P.I. 12+62.42 "D"

CURVE DATA

Δ = 12°18'02"R = 499.00'T = 53.77'L = 107.13'E = 2.89'Se =

P.I. 11+51.47 Line "D"

CURVE DATA

Δ = 18°41'14"R = 350.00'T = 57.59'L = 114.15'E = 4.71'Se =

P.I. 12+62.42 Line "D"

P.O.T. 10+89.71 "D-1"=

O.P.O.T. 10+89.72 "D", 2.00' Rt.

P.O.T. 15+32.15 "D-1"=

O.P.O.T. 10+89.77 "D", -2.00' Lt.

BEGIN CONSTRUCTION

P.O.T. 10+89.58 "D"

R

/

W

R/W

R

/

W

R

/

W

R/W

R

/

W

4

0

'

R

/

W

R/W

1

0

+

0

0

1

0

+

0

0

L

I

N

E

"

F

"

N

2

1

°

3

7

'

4

3

"

E

5

0

'

R

/

W

5

0

'

R

/

W

50' R/W

Temp. R/W for Grading

855

860

865

870

875

880

885

890

855

860

865

870

875

880

885

890

10+00 11+00

866.8

866.77

12+00

866.5

866.46

13+00

867.4

867.40

14+0014+00

866.8

866.78

866.7

866.75

866.9

866.93

-0.03%

+0.3

8%

P.V.I. STA =

10+

00

P.V.I. ELEV =

866.77

P.V.I. STA =

10+

90

P.V.I. ELEV =

866.75

P.V.I. STA =

13+

38

P.V.I. ELEV =

867.68

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

26

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 10+00.00 TO STA. 13+36.38 "D"

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 11:22 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-D

_50_01.D

WG

PRIN

T D

ATE: 4/2/18

SEC. 15, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 10, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

Beck, Scott C. & Shantel R.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

0+

00

LINE "D" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "D" EXCEPT AS SHOWN.LINE "C" = LINE "A" FROM PROJECT 138334.

Des. No. 1600597 Appendix B: Graphics B48

LIN

E "PR-A"

N89°47'45"E

APP. EXIST. R/W & P.L.

X

X

X

FP

MB

MB

MB

PED

-T

EM

PED

-T

PED

-T

ER

ER

PED

-T

ELECTRIC BO

X

ELECTRIC BO

X

TT

TT

TT

T

T

T

T

T

TT

T

T

+95.36, 48.19 PO

ST 4" X 4" W

OO

D RAIN

G

AU

GE

(Asph)

(Asph)

(Asph)

APP. P.L. &

SECTIO

N LIN

E

P.O.T. 253+03.19 "PR-A"=

P.I. 50+00.00 "S-GWINN"=

P.O.T. 343+26.51 "C"

APP. SECTIO

N LIN

E

45+00

50+00

P.I. 49+99.99 "PR-G"=

O.P.O.T. 49+99.98 "S-GWINN", 1.97' LT.

APP. EXIST. R/W & P.L.APP. EXIST. R/W & P.L.

APP. EXIST. R/W & P.L.

LINE "PR-G"

S0°02'34"W

LINE "PR-G"

S0°06'24"W

APP. P.L.

A

P

P

. E

X

I

S

T

. R

/

W

&

P

.L

.

A

P

P

. E

X

I

S

T

. R

/

W

&

P

.L

.

LINE "PR-G"

S0°12'16"W

P.O.T. 42+00.00 "PR-G"=

P.O.T. 42+00.00 "S-GWINN"

P.O.T. 54+00.01 "PR-G"=

P.O.T. 54+00.00 "S-GWINN"

APP. P.L. & 1/4 SECTION LINE

P.I. 45+51.56 "PR-G"=

O.P.O.T. 45+51.55 "S-GWINN", 0.31' LT.

APP. P.L.

CURVE DATA

Δ = 0°25'53" LT.R = No Curve Run

P.I. 50+00.00 "S-GWINN"

CURVE DATA

Δ = 0°03'49" RT.R = No Curve Run

P.I. 49+99.99 "PR-G"

CURVE DATA

Δ = 0°09'41" LT.R = No Curve Run

P.I. 45+51.56 "PR-G"

LINE "S-GWINN"

S0°15'19"W

LINE "S-GWINN"

S0°10'34"E

END INCIDENTAL CONSTRUCTION

STA. 52+00.00 "PR-G"

BEGIN INCIDENTAL CONSTRUCTION

STA. 45+00.00 "PR-G"

845

850

855

860

865

870

875

880

845

850

855

860

865

870

875

880

858.7

43+00

859.0

858.9

44+00

859.0

859.4

45+00

859.9

860.7

860.59

46+00

861.9

861.86

863.2

863.01

47+00

865.0

863.92

866.6

864.60

48+00

867.2

865.05

866.8

865.26

49+00

865.9

865.23

864.9

864.97

50+00

864.5

864.48

863.6

863.86

51+00

863.1

863.36

863.0

IN

FIN

ITY

52+00

862.9

863.0

53+00

863.3

54+00

-1

.2

3

%

+

2

.

5

3

%

-1

.2

3

%

+

2

.

5

3

%

P.V.I. 48+00.00

ELEV = 866.93

V.C. = 400'

P.V.I. 51+00.00

ELEV = 863.25

V.C. = 100'

BEGIN CONSTRUCTION

STA = 45+50.00 "PR-G"

ELEV = 860.59

BEGIN INCIDENTAL CONSTRUCTION

STA = 45+00.00 "PR-G"

ELEV = 859.90

END CONSTRUCTION

STA = 51+50.00 "PR-G"

ELEV = 863.08

END INCIDENTAL CONSTRUCTION

STA = 52+00.00 "PR-G"

ELEV = 862.92

EXISTING GROUND

PROPOSED PROFILE GRADE LINE "PR-G"

+00.00, 0.00 FN

D. H

ARRISO

N M

ARKER FLU

SH

+51.02, 15.22 12" CM

P

+96.00, 14.95 12" CM

P

+99.88, 17.98 FARM

FIELD

FEN

CE

+99.61, 27.57 FARM

FIELD

FEN

CE

+99.18, 77.68 FARM

FIELD

FEN

CE

+01.03, 28.36 CLEAN

OU

T 6" VERT PVC

+19.68, 16.69 TELE. PED

.

+58.60, 14.84 M

AILBO

X

+14.71, 39.30 CO

NIF. TREE 10" PIN

E

+30.81, 32.60 CO

NIF. TREE 10" PIN

E

+47.50, 32.17 CO

NIF. TREE 6" PIN

E

+63.25, 31.95 CO

NIF. TREE 6" PIN

E

+79.12, 31.84 CO

NIF. TREE 10" PIN

E

+95.29, 32.03 CO

NIF. TREE 10" PIN

E

+10.90, 32.39 CO

NIF. TREE 10" PIN

E

+27.08, 32.53 CO

NIF. TREE 6" PIN

E

+43.27, 32.49 CO

NIF. TREE 10" PIN

E

+31.35, 23.41 D

ECID

. TREE 30"

+74.89, 32.40 CO

NIF. TREE 10" PIN

E

+90.91, 32.69 CO

NIF. TREE 10" PIN

E

+06.70, 32.58 CO

NIF. TREE 10" PIN

E

+22.97, 32.70 CO

NIF. TREE 10" PIN

E

+39.16, 32.65 CO

NIF. TREE 10" PIN

E

+55.11, 32.45 CO

NIF. TREE 10" PIN

E

+70.91, 33.01 CO

NIF. TREE 10" PIN

E

+15.12, 49.48 CO

NIF. TREE 8" PIN

E

+30.09, 69.17 D

ECID

. TREE 30"

+65.45, 61.04 D

ECID

. TREE 30"

+14.93, 55.99 CO

NIF. TREE 6" PIN

E

+14.86, 64.02 CO

NIF. TREE 6" PIN

E

+88.17, 33.28 CO

NIF. TREE 10" PIN

E

+19.63, 33.84 CO

NIF. TREE 10" PIN

E

+35.49, 33.81 CO

NIF. TREE 10" PIN

E

+51.47, 33.53 CO

NIF. TREE 10" PIN

E

+67.30, 33.78 CO

NIF. TREE 10" PIN

E

+83.27, 33.84 CO

NIF. TREE 10" PIN

E

+98.94, 33.62 CO

NIF. TREE 10" PIN

E

+15.14, 33.70 CO

NIF. TREE 10" PIN

E

+30.61, 33.73 CO

NIF. TREE 10" PIN

E

+46.83, 33.49 CO

NIF. TREE 10" PIN

E

+62.77, 33.42 CO

NIF. TREE 10" PIN

E

+95.36, 48.19 PO

ST 4" X 4" W

OO

D RAIN

G

AU

GE

+37.18, 22.86 D

ECID

. TREE 27"

+85.09, 20.98 D

ECID

. TREE 32"

+88.15, 18.22 M

AILBO

X

+49.71, 17.92 TELE. PED

.

+48.07, 17.22 TELE. PED

.

+48.10, 18.10 M

ARKER FO

R U

/G

TELE. M

ARKER

+97.50, 31.39 STU

MP 28"

+00.20, 25.67 FARM

FIELD

FEN

CE

+99.21, 86.59 FARM

FIELD

FEN

CE

+00.21, 17.18 PO

ST 6" X 6" W

OO

D

+03.71, 16.26 SIG

N TRAFFIC BO

TH

W

AYS

+07.44, 16.32 SIG

N G

WIN

N 276TH

+71.16, 18.51 PO

ST 8" X 8" W

OO

D

+24.15, 16.08 SIG

N U

/G

TELE. SIG

N

+19.23, 18.13 FIBER O

PT. M

ARKER

+18.79, 16.31 50" X 32" FIBER VAU

LT

+22.70, 17.46 PW

R. PO

LE

+65.69, 14.50 SIG

N RIG

HT TU

RN

AH

EAD

+78.88, 36.17 PW

R. PO

LE

+79.17, 21.07 G

UY AN

CH

.

+80.89, 17.53 PW

R. PO

LE

+95.68, 57.68 D

ECID

. TREE 6"

+68.28, 67.52 D

ECID

. TREE 20" O

AK

+69.60, 55.66 BLD

G. PO

LE BARN

+99.75, 55.59 BLD

G. O

H BPO

LE BARN

+66.78, 55.66 BLD

G. BRICK

+98.54, 55.50 BLD

G. BRICK

+24.45, 14.85 PW

R. PO

LE

+25.96, 15.17 ELEC. RISER TO

H

OU

SE

+24.45, 15.90 ELEC. RISER TO

BARN

+88.74, 43.38 CLEAN

OU

T

+74.33, 43.24 CLEAN

OU

T

+72.41, 52.14 A/C U

NIT

+82.29, 54.39 ELEC. M

TR.

+83.54, 54.52 ELEC. BO

X

+81.00, 54.48 ELEC. BO

X

49+

53.03, 52.08 BASKETBALL G

OAL

49+

67.80, 31.22 CO

NIF. TREE 15" SPRU

CE

49+

83.53, 42.80 BO

ULD

ER

49+

80.61, 31.69 BO

ULD

ER

49+

74.01, 22.99 BO

ULD

ER

49+

64.28, 16.27 BO

ULD

ER

+64.34, 16.85 PW

R. PO

LE

50+

79.12, 14.99 PW

R. PO

LE

50+

56.34, 13.69 G

UY AN

CH

.

50+

51.37, 12.80 G

UY AN

CH

.

50+

19.34, 43.03 G

UY AN

CH

.

50+

18.97, 47.39 G

UY AN

CH

.

50+

19.79, 70.14 PW

R. PO

LE

50+

14.45, 66.99 SIG

N STO

P

50+

13.83, 63.00 M

AILBO

X

50+

19.17, 57.97 PO

ST 3.5" X 3.5" W

OO

D

49+

25.58, 99.44 FLAG

PO

LE

49+

02.21, 137.54 BLD

G. BRICK

#566 Set Punched RR Spk. Recessed 1"

P.O.T. 42+00.00 Line "S-Gwinn"

"S-G

winn"

Mag Nail Up 12"

in SW Side PwP

#186-244

A

Z

.

2

9

0

°1

9

.

5

0

'

No Other References

Available

A

Z

.

2

5

7

°

5

7

.

4

'

A

Z

.

5

9

°

1

8

.

3

'

A

Z

.

2

9

5

°

6

1

.

0

4

'

#568 Set Punched RR Spk. Recessed 1"

P.O.T. 47+94.99 Line "S-Gwinn"

"S-G

winn"

NE Cor.

Red/Tan Pole

Barn

Wood Support Post

for Roof Overhang

Mailbox Post at

Address 27649

#6400 Fnd. Harrison Mon. Flush

P.O.T. 343+26.51 Line "A" & App. 1/4 Sec. Cor.

= P.O.T. 50+00.00 Line "S-Gwinn"

Line "A"

"S-G

winn"

A

Z

.

3

5

°

A

Z

.

2

5

5

°

A

Z

.

1

9

0

°

3

4

.

4

3

'

7

2

.

7

9

'

8

1

.

0

1

'

Mag Nail and

Washer

NW Cor. 8"x8"

Wd. Post

Mag Nail

and Washer

in N. Side

PwP

Mag Nail and Washer

in E. Side PwP

2

8

5

6

7

5

6

7

P

U

N

C

H

E

D

R

R

S

R

E

C

E

S

S

E

D

N=5.057

E=184.317

0

.

0

0

0

0

A

Z

.

3

5

2

°

1

3

6

.

3

4

'

#567 Set Punched RR Spk. Recessed 1"

P.O.T. 54+00.00 Line "S-Gwinn"

No Other References

Available

"S-G

winn"

Mag Nail Up 12"

in W. Side PwP

#252-582

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600597

27

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 50'

1" = 5'

BCF REW

LLCLLC

STA. 42+00.00 TO 54+00.00 LINE ''PR-G''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 11:22 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\06 PLAN

PRO

F\SH

T PLAN

PRO

FILE-276TH

II-PRG

_50_01.D

WG

PRIN

T D

ATE: 4/2/18

Beck's Superior Hybrids, Inc.

SEC. 11, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 14, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Butcher, Larry

Spurgeon, Claude A. & Debra S.Miller, Susan E. &Miller, Ronald K.

Beck's Superior Hybrids, Inc.

Adler, Raymond M. & Katherine A.

50+

00

45+

00

TEMP. R/W FOR

DRIVE CONSTRUCTION

TEMP. R/W FOR

DRIVE CONSTRUCTION

& GRADING

TEMP. R/W FOR

DRIVE CONSTRUCTION

BM #25 - Chiseled "X" on N.W. Corner of Conc. Flag

Pole Pad address 7280 Sta. 342+27.0 "A", 76.0' Lt.

N 1800308.0, E 223329.5 Elev. = 861.789

BM #26 - R.R. Spike up 12" E. Side Pwp. #195-388

Sta. 342+95.2 "A", 520.9' Lt., W. Side Gwinn Rd.

N 1800753.1, E 223396.1 Elev. = 858.935

BM #27 - R.R. Spike up 12" N.E. Side Pwp. #252-581

Sta. 343+07.2 "A", 448.0' Rt., W. Side Gwinn Rd.

N 1799784.3, E 223411.6 Elev. = 862.416

GWINN ROAD

276TH

STREET

STA. 45+50.00 "PR-G"

BEGIN CONSTRUCTION

STA. 51+50.00 "PR-G"

END CONSTRUCTION

LINE "PR-G" TO BE CONSTRUCTED.

ALL R/W DESCRIBED FROM LINE "S-GWINN" EXCEPT AS SHOWN.

CLASS II DRIVE REQ'D.

W = 16'

+57

CLASS II DRIVE REQ'D.

W = 22'

+19

CLASS II DRIVE REQ'D.

W = 12'

+53

MOD. CLASS II DRIVE REQ'D.

W = 12'

+04

CONSTRUCTION LIMITS

+40.2 "PR-A"

MO

D. CLASS II D

RIVE REQ

'D

.

W =

16'

CONSTRUCTION LIMITS

C

O

N

S

T

R

U

C

T

I

O

N

L

I

M

I

T

S

CO

NSTRU

CTIO

N

L

I

M

I

T

S

Des. No. 1600597 Appendix B: Graphics B49

1

1

+

0

0

1

2

+

0

0

216+00

217+00

218+00

219+00

220+00

221+00

222+00

223+00

224+00

225+00

P.C. 10+97.70 "D"

P.T. 13+18.98 "D"

2

1

8

+

0

0

2

1

9

+

0

0

220+

00

2

2

1

+

0

0

2

2

2

+

0

0

223+00

P.C. 217+39.09 "PR-A-1"

P.T. 222+92.66 "PR-A-1"

P.R.C. 219+10.37 "PR-A-1"

P.R.C. 219+85.09 "PR-A-1"

P.R.C. 219+91.62 "PR-A-1"

P.R.C. 220+30.15 "PR-A-1"

P.R.C. 220+37.35 "PR-A-1"

220+00

2

2

1

+

0

0

2

2

2

+

0

0

P.C. 219+79.38 "PR-A-2"

P.T. 222+80.51 "PR-A-2"

P.R.C. 220+24.03 "PR-A-2"

P.R.C. 220+98.61 "PR-A-2"

P.R.C. 221+05.15 "PR-A-2"

P.R.C. 221+43.74 "PR-A-2"

P.R.C. 221+50.94 "PR-A-2"

1

+

0

0

2

+

0

0

3

+

0

0

4

+

0

0

LINE "PR-A"

S89°17'40"E

LINE "PR-A"

S89°17'40"E

CURVE DATA

Δ = 19°35'18" LT.R = 501.00'T = 86.49'L = 171.28'E = 7.41'Se = N.A.

P.I. 218+25.57 Line "PR-A-1"

CURVE DATA

Δ = 48°06'00" RT.R = 89.00'T = 39.72'L = 74.72'E = 8.46'Se = N.A.

P.I. 219+50.09 Line "PR-A-1"

CURVE DATA

Δ = 124°52'09" LT.R = 3.00'T = 5.75'L = 6.54'E = 3.48'Se = N.A.

P.I. 219+90.83 Line "PR-A-1"

CURVE DATA

Δ = 24°31'34" RT.R = 90.00'T = 19.56'L = 38.53'E = 2.10'Se = N.A.

P.I. 220+11.19 Line "PR-A-1"

CURVE DATA

Δ = 137°29'01" LT.R = 3.00'T = 7.71'L = 7.20'E = 5.27'Se = N.A.

P.I. 220+37.86 Line "PR-A-1"

CURVE DATA

Δ = 29°18'53" RT.R = 499.00'T = 130.51'L = 255.31'E = 16.79'Se = N.A.

P.I. 221+67.86 Line "PR-A-1"

CURVE DATA

Δ = 5°06'21" LT.R = 501.00'T = 22.34'L = 44.65'E = 0.50'Se = N.A.

P.I. 220+01.72 Line "PR-A-2"

CURVE DATA

Δ = 48°00'59" RT.R = 89.00'T = 39.64'L = 74.59'E = 8.43'Se = N.A.

P.I. 220+63.67 Line "PR-A-2"

CURVE DATA

Δ = 124°52'09" LT.R = 3.00'T = 5.75'L = 6.54'E = 3.48'Se = N.A.

P.I. 221+04.36 Line "PR-A-2"

CURVE DATA

Δ = 24°33'54" RT.R = 90.00'T = 19.59'L = 38.59'E = 2.11'Se = N.A.

P.I. 221+24.74 Line "PR-A-2"

CURVE DATA

Δ = 137°29'01" LT.R = 3.00'T = 7.71'L = 7.20'E = 5.27'Se = N.A.

P.I. 221+51.45 Line "PR-A-2"

CURVE DATA

Δ = 14°52'39" RT.R = 499.00'T = 65.15'L = 129.57'E = 4.24'Se = N.A.

P.I. 222+16.09 Line "PR-A-2"

CURVE DATA

Δ = 360°00'00"R = 67.00'T = 0.00''L = 420.97''E = 0.00''Se = N.A.

P.I. 0+00.00 Line "R"

P.O.T. 219+71.24 "PR-A-2"=

O.P.O.T. 222+88.65 "PR-A", 1.84' Lt.

P.O.T. 222+88.65 "PR-A-2"=

O.P.O.T. 222+88.65 "PR-A", 2.16' Rt.

P.I. 220+01.72 "PR-A-2" =

O.P.O.T. 222+58.18 "PR-A", 1.84' Lt.

P.O.C. 0+00.00 "R"=

P.O.C. 4+20.97 "R"=

O.P.O.T. 220+06.64 "PR-A",

41.02' Lt.

RADIUS POINT LINE "R" =

O.P.O.T. 10+39.00 "A", 0.08' Lt.

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

P.O.T. 220+54.41 "PR-A"=

P.O.T. 3+36.68 "D"

L

IN

E

"P

R-A

-2"

L

I

N

E

"

P

R

-

A

-

1

"

L

I

N

E

"

R

"

P.I. 222+16.09 "PR-A-2" =

O.P.O.T. 222+15.36 "PR-A", 2.16' Rt.

P.I. 221+04.36 "PR-A-2" =

O.P.O.T. 221+63.20 "PR-A", 27.23' Lt.

P.I. 221+24.74 "PR-A-2" =

O.P.O.T. 221+59.66 "PR-A", 2.14' Lt.

P.I. 221+51.45 "PR-A-2" =

O.P.O.T. 221+44.94 "PR-A", 20.86' Rt.

P.I. 220+63.67 "PR-A-2" =

O.P.O.T. 221+96.44 "PR-A", 3.67' Rt.

P.I. 219+90.83 "PR-A-1" =

O.P.O.T. 219+84.47 "PR-A", 18.45' Lt.

P.I. 220+11.19 "PR-A-1" =

O.P.O.T. 219+81.67 "PR-A", 43.61' Lt.

P.I. 220+37.86 "PR-A-1" =

O.P.O.T. 219+90.17 "PR-A", 69.52' Lt.

P.I. 219+50.09 "PR-A-1" =

O.P.O.T. 219+44.52 "PR-A", 40.16' Lt.

P.I. 221+67.86 "PR-A-1" =

O.P.O.T. 218+69.65 "PR-A", 1.84' Lt.

P.I. 218+25.57 "PR-A-1" =

O.P.O.T. 218+25.62 "PR-A", 2.16' Rt.

P.O.T. 217+31.37 "PR-A-1"=

O.P.O.T. 217+31.42 "PR-A", 2.16' Rt.

P.O.T. 223+00.42 "PR-A-1"=

O.P.O.T. 217+31.37 "PR-A", 1.84' Lt.

1

0

+

0

0

1

0

+

0

0

1

1

+

0

0

1

2

+

0

0

1

3

+

0

0

9

+

0

0

1

0

+

0

0

1

1

+

0

0

1

2

+

0

0

1

3

+

0

0

P.R.C. 10+08.94 "F-1"

P.R.C. 10+78.69 "F-1"

P.R.C. 10+83.00 "F-1"

P.R.C. 11+16.92 "F-1"

P.R.C. 11+21.50 "F-1"

P.I. 10+82.40 "F-1" =

O.P.O.T. 11+28.42 "F", 1.59' Lt.

P.I. 10+45.67 "F-1" =

O.P.O.T. 11+62.99 "F", 19.41' Rt.

P.I. 9+51.91 "F-1" =

O.P.O.T. 12+54.79 "F", 2.00' Lt.

P.I. 11+00.16 "F-1" =

O.P.O.T. 11+29.19 "F", 19.27' Rt.

P.I. 11+21.34 "F-1" =

O.P.O.T. 11+21.99 "F", 39.62' Rt.

P.I. 12+18.09 "F-1" =

O.P.O.T. 12+15.73 "F", 2.00' Rt.

L

I

N

E

"

A

"

N

2

9

°

4

5

'

4

4

"

E

L

I

N

E

"

F

"

N

2

1

°

3

7

'

4

3

"

E

P.C. 8+94.38 "F-1"=

O.P.O.T. 13+12.32 "F", -2.00' Lt.

P.T. 13+12.32 "F-1"=

O.P.O.T. 13+12.32 "F", 2.00' Rt.

L

I

N

E

"

F

-

1

"

15+

00

P.C. 10+97.68 "D-1"

P.T. 15+24.22 "D-1"

P.R.C. 12+05.24 "D-1"

P.R.C. 12+79.72 "D-1"

P.R.C. 12+86.42 "D-1"

P.R.C. 13+24.99 "D-1"

P.R.C. 13+32.19 "D-1"

P.O.T. 10+89.71 "D-1"=

O.P.O.T. 10+89.72 "D", 2.00' Rt.

P.O.T. 15+32.15 "D-1"=

O.P.O.T. 10+89.77 "D", -2.00' Lt.

P.I. 11+51.67 "D-1" =

O.P.O.T. 11+51.46 "D-1", 2.90' Rt.

P.I. 14+29.40 "D-1" =

O.P.O.T. 11+94.09 "D", 7.42' Rt.

P.R.C. 12+04.83 "D"

P.I. 13+06.01 "D-1" =

O.P.O.T. 12+81.86 "D", 2.74' Rt.

P.I. 12+85.90 "D-1" =

O.P.O.T. 12+81.59 "D", 28.50' Rt.

P.I. 12+44.82 "D-1" =

O.P.O.T. 12+44.46 "D", 0.24' Lt.

P.I. 12+62.42 "D"

P.I. 13+32.70 "D-1" =

O.P.O.T. 12+92.76 "D", 22.15' Lt.

CURVE DATA

Δ = 13°07'39"R = 500.00'T = 57.53'L = 114.56'E = 3.30'Se = N.A.

P.I. 9+51.91 Line "F-1"

CURVE DATA

Δ = 21°52'00"R = 500.00'T = 96.59'L = 190.82'E = 9.24'Se = N.A.

P.I. 12+18.09 Line "F-1"

CURVE DATA

Δ = 44°24'21"R = 90.00'T = 36.73'L = 69.75'E = 7.21'Se = N.A.

P.I. 10+45.67 Line "F-1"

CURVE DATA

Δ = 123°23'23"R = 2.00'T = 3.71'L = 4.31'E = 2.22'Se = N.A.

P.I. 10+82.40 Line "F-1"

CURVE DATA

Δ = 21°35'33"R = 90.00'T = 17.16'L = 33.92'E = 1.62'Se = N.A.

P.I. 11+00.16 Line "F-1"

CURVE DATA

Δ = 131°20'52"R = 2.00'T = 4.42'L = 4.58'E = 2.86'Se = N.A.

P.I. 11+21.34 Line "F-1"

CURVE DATA

Δ = 12°18'02"R = 501.00'T = 53.99'L = 107.56'E = 2.90'Se = N.A.

P.I. 11+51.67 Line "D-1"

CURVE DATA

Δ = 22°02'57"R = 499.00'T = 97.22'L = 192.03'E = 9.38'Se = N.A.

P.I. 14+29.40 Line "D-1"

CURVE DATA

Δ = 47°54'17"R = 89.08'T = 39.57'L = 74.48'E = 8.39'Se = N.A.

P.I. 12+44.82 Line "D-1"

CURVE DATA

Δ = 128°18'19"R = 2.99'T = 6.18'L = 6.70'E = 3.87'Se = N.A.

P.I. 12+85.90 Line "D-1"

CURVE DATA

Δ = 24°33'04"R = 90.00'T = 19.58'L = 38.57'E = 2.11'Se = N.A.

P.I. 13+06.01 Line "D-1"

CURVE DATA

Δ = 137°29'01"R = 3.00'T = 7.71'L = 7.20'E = 5.27'Se = N.A.

P.I. 13+32.70 Line "D-1"

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

1600597

30

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 30'

RDS REW

LLCLLC

GEOMETRIC DETAILS

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 12:53 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\04A G

EO

TIE-U

P\RD

_ALIG

NM

EN

T_D

ETAIL_A_30_01.D

WG

PRIN

T D

ATE: 4/2/18

276TH STREET

276TH STREET

Des. No. 1600597 Appendix B: Graphics B50

LINE "A"

N29°45'44"E

(

G

r

a

s

s

)

(

G

r

a

s

s

)

(

G

r

a

s

s

)

(

G

r

a

s

s

)

A

P

P

.

S

E

C

T

I

O

N

L

I

N

E

P.C. 12+04.83 "D"P.T. 12+04.83 "D"

P.T. 13+18.98 "D"

BEGIN PROJECT

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

P.O.T. 10+00.00 "F" =

P.O.T. 13+37.92 "D"=

P.O.T. 220+54.41 "PR-A"=

P.O.T. 310+77.74 "C"

L

I

N

E

"

P

R

-

A

"

&

"

C

"

S

8

9

°

1

7

'

4

0

"

E

+37.72

+37.72

+06.62

+12.81

+04.81

+04.84

+57.32

+34.35

+37.85

+89.94

1

0

+

0

0

1

0

+

0

0

L

IN

E

"F

"

N

2

1

°

3

7

'4

3

"E

R

/

W

5

0

' R

/W

R

/

W

5

0

' R

/W

R

/

W

R

/

W

R

/

W

R/W

R

/

W

Temp. R/W for Grading

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

34

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 20'

RDS REW

LLCLLC

STA. 10+00.00 TO 14+50.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:55 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\07 CO

NST D

TL\SH

T CO

NSTD

ETAIL-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

SEC. 15, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 10, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's SuperiorHybrids, Inc.

Beck's Superior Hybrids, Inc.

Beck's SuperiorHybrids, Inc.

Beck's Superior Hybrids, Inc.

M

A

T

C

H

L

I

N

E

S

T

A

1

2

+

0

0

"

D

"

M

A

T

C

H

L

I

N

E

S

T

A

2

1

9

+

0

0

"

P

R

-

A

"

M

A

T

C

H

L

I

N

E

S

T

A

2

2

2

+

2

5

"

P

R

-

A

"

12+

00

14+

00

10+

00

6

7

'

2

3

'

13

22

22

15

13

13

15

23

13

K

K

K

K

8

'

1

6

'

1

6

'

1

5

'

1

5

'

2

3

'

2

3

'

2

7

'

2

3

'

26

5

6

'

4

9

6

'

86'

5

5

.

8

3

'

26

8

6

'

4

9

6

'

4

'

8

6

'

5

6

'

4

9

6

'

4

9

6

'

5

6

'

8

6

'

2

4

.

9

5

'

2

3

.

0

1

'

1

7

.

7

0

'

1

8

.

6

4

'

21.60'

1

8

.

8

9

'

21.40'

1

9

.

0

9

'

26

23

23

26

26

K

K

K

K

K

15

22

8

'

8'

K

K

K

K

K

K

K

13

13

13

13

13

13

13

13

13

13

13

27

27

27

27

27

27

27

27

27

27

K Full Depth Asphalt Pavement,

165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on

1.5" Milling and Overlay,

275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on

330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on

3" Compacted Aggregate Base, No. 53, on

Subgrade Treatment, Type IB

K2

165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on

1-1/2" Milling

LEGEND

Combined Curb and Gutter, Type B15

Sodding (Nursery)26

27 Seed Mixture, U

23 Concrete Center Curb Type D

Concrete Curb, 6"13

22 Decorative Concrete, 6" on

4" Compacted Aggregate No. 53

D HMA for Approaches,

165 LB/SYD HMA Surface Type B, on

385 LB/SYD HMA Intermediate Type B, on

Subgrade Treatment, Type IIIA

2

1

.

8

8

'

1

7

.

5

5

'

1

8

.

3

5

'

1

6

'

1

7

.

1

1

'

1

7

.

2

'

Des. No. 1600597 Appendix B: Graphics B51

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TR

PED-T

FOM

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

F

(Grass)

A

P

P

.

E

X

I

S

T

.

R

/

W

&

P

.

L

.

A

P

P

. E

X

I

S

T

. R

/

W

&

P

.L

.

APP. EXIST. R/W & P.L.

LINE "PR-A" & "C"

S89°17'40"E

APP. EXIST. R/W & P.L.

APP. EXIST. R/W & P.L.

APP. SECTION LINE

+60.94

+89.94

+71.41

+31.39

LINE "PR-A" & "C"

S89°17'40"E

FO

FOFO

FO

FOFO

FO

FO

FOFO

FO

FO

FOFO

FOFO

FOFO

FOFO

FO

(Grass)

(G

rav)

APP. 15' EXIST. R/W & P.L.

APP. 15' EXIST. R/W & P.L.

APP. SECTION LINE

+88.65

+88.65

+78.45

+57.32

+34.35

+37.85

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

35

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 20'

RDS REW

LLCLLC

LINE ''PR-A''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:55 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\07 CO

NST D

TL\SH

T CO

NSTD

ETAIL-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 219+

00 "PR-A"

MATCH

LIN

E STA 222+

25 "PR-A"

NOTE: LINE "C" = LINE "A" FROM PROJECT 1383334.

SEC. 15, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 10, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 15, T20N, R4E

JACKSON TWP.

HAMILTON CO.

SEC. 10, T20N, R4E

JACKSON TWP.

HAMILTON CO.

K2

D

W

W

K2

K

W

K

K2

K

23

W

K2

K2

K2

K2

23

17.8'

16'

17.7'

16.1'

13

26

13

K Full Depth Asphalt Pavement,

165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on

1.5" Milling and Overlay,

275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on

330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on

3" Compacted Aggregate Base, No. 53, on

Subgrade Treatment, Type IB

K2

165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on

1-1/2" Milling

LEGEND

Combined Curb and Gutter, Type B15

Sodding (Nursery)26

27 Seed Mixture, U

23 Concrete Center Curb Type D

Concrete Curb, 6"13

22 Decorative Concrete, 6" on

4" Compacted Aggregate No. 53

D HMA for Approaches,

165 LB/SYD HMA Surface Type B, on

385 LB/SYD HMA Intermediate Type B, on

Subgrade Treatment, Type IIIA

16'

16'

4'

26.7'

23.9'

36'

29.9'

215+

00

225+

00

1

7

.

6

'

1

5

.

4

'

20.7'

1

3

.9

'

Des. No. 1600597 Appendix B: Graphics B52

(G

ra

v

)

APP. P.L.

APP. P.L.

P.C. 10+97.70 "D"

BEGIN INCIDENTAL CONSTRUCTION

P.O.T. 10+00.00 "D"

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

36

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

158

1" = 20'

RDS REW

LLCLLC

STA. 10+00.00 TO 12+00.00 LINE ''D''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:55 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\07 CO

NST D

TL\SH

T CO

NSTD

ETAIL-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH LINE STA 12+00 "D"

SEC. 15, T20N, R4E

JACKSON TWP.

HAMILTON CO.

Beck's Superior Hybrids, Inc.

Bec

k, S

cott

C. &

Sh

ante

l R.

Beck's Superior Hybrids, Inc.

Beck's Superior Hybrids, Inc.

23

K2

K

K

W

W

K2

K

K

K

1

5

.8

'

16.9'

3'

3'

3'

K Full Depth Asphalt Pavement,

165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on

1.5" Milling and Overlay,

275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on

330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on

3" Compacted Aggregate Base, No. 53, on

Subgrade Treatment, Type IB

K2

165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on

1-1/2" Milling

LEGEND

Combined Curb and Gutter, Type B15

Sodding (Nursery)26

27 Seed Mixture, U

23 Concrete Center Curb Type D

Concrete Curb, 6"13

22 Decorative Concrete, 6" on

4" Compacted Aggregate No. 53

D HMA for Approaches,

165 LB/SYD HMA Surface Type B, on

385 LB/SYD HMA Intermediate Type B, on

Subgrade Treatment, Type IIIA

Des. No. 1600597 Appendix B: Graphics B53

2

2

0

+

0

0

2

2

1

+

0

0

2

1

9

+

7

1

2

2

0

+

0

0

221+

00

2

2

2

+

0

0

2

2

2

+

8

9

8+699+00

1

0

+

0

0

1

1

+

0

0

1

2

+

0

0

13+0013+38

1

0

+

9

0

1

1

+

0

0

1

2

+

0

0

1

3

+

0

0

1

4

+

0

0

1

5

+

0

0

1

5

+

3

2

10.01'

11.50'

1

6

.

9

8

'

1

6

.

0

3

'

1

9

.

7

1

'

1

6

.

4

4

'

1

3

.

5

1

'

1

6

.

0

0

'

1

5

.

8

4

'

1

6

.

0

1

'

1

6

.

0

0

'

1

6

.

9

8

'

16.00'

1

4

.

0

8

'

10+0010+00 11+00 12+00 13+00 14+00

1

0

+

0

0

1

0

+

0

0

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

37

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U

L.L.C.L.L.C.

STA. 10+00.00 TO 14+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 14+

00 "F"

Des. No. 1600597 Appendix B: Graphics B54

14+00 15+00 16+00 17+00 18+00 19+00 20+00

L

IN

E

"A

"

N

2

9

°

4

5

'4

4

"E

1

5

+

0

0

20+00 21+00 22+00 23+00 24+00 25+00 26+00

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

38

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 14+00.00 TO 26+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 20+

00 "F"

MATCH

LIN

E STA 14+

00 "F"

MATCH

LIN

E STA 20+

00 "F"

MATCH

LIN

E STA 26+

00 "F"

15+

00

25+

00

47

47

46

46

Des. No. 1600597 Appendix B: Graphics B55

26+00

27+00

28+00

29+00

30+00

31+

00

3

2

+

0

0

3

2

+

0

0

3

3

+

0

0

34+

00

35+00

36+

00

3

7

+

0

0

3

8

+

0

0

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

39

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 26+00.00 TO 38+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 32+

00 "F"

MATCH

LIN

E STA 26+

00 "F"

MATCH

LIN

E STA 32+

00 "F"

MATCH

LIN

E STA 38+

00 "F"

15+

00

25+

00

Des. No. 1600597 Appendix B: Graphics B56

3

8

+

0

0

3

9

+

0

0

40+

00

41+00

42+

00

4

3

+

0

0

4

4

+

0

0

12.00'

12.00'

4

4

+

0

0

45+00 46+00

47+00

48+00

49+00

50+00

4

5

+

0

0

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

40

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 38+00.00 TO 50+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 44+

00 "F"

MATCH

LIN

E STA 44+

00 "F"

MATCH

LIN

E STA 50+

00 "F"

15+

00

25+

00

MATCH

LIN

E STA 38+

00 "F"

Des. No. 1600597 Appendix B: Graphics B57

12.00'

12.00'

50+00 51+00 52+00 53+00 54+00 55+00 56+00

50+00

12.00'

12.00'

56+00 57+00 58+00 59+00 60+00 61+00 62+00

55+00 60+00

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

41

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 50+00.00 TO 62+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 56+

00 "F"

MATCH

LIN

E STA 56+

00 "F"

MATCH

LIN

E STA 62+

00 "F"

15+

00

25+

00

MATCH

LIN

E STA 50+

00 "F"

Des. No. 1600597 Appendix B: Graphics B58

12.00'

12.00'

62+00 63+00 64+00 65+00 66+00 67+00 68+00

60+00 65+00

2412.51'

12.00'

12.00'

2412.51'

68+00 69+00 70+00 71+00 72+00 73+00 74+00

70+00

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

42

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 62+00.00 TO 74+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 68+

00 "F"

MATCH

LIN

E STA 68+

00 "F"

MATCH

LIN

E STA 74+

00 "F"

15+

00

25+

00

MATCH

LIN

E STA 62+

00 "F"

Des. No. 1600597 Appendix B: Graphics B59

74+00 75+00 76+00 77+00 78+00 79+00 80+00

75+00

12.00'

12.00'

80+00 81+00 82+00 83+00 84+00 85+00 86+00

80+00

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

43

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 74+00.00 TO 86+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 80+

00 "F"

MATCH

LIN

E STA 80+

00 "F"

MATCH

LIN

E STA 86+

00 "F"

15+

00

25+

00

MATCH

LIN

E STA 74+

00 "F"

Des. No. 1600597 Appendix B: Graphics B60

12.00'

12.00'

12.00'

86+

00

87+

00

88+

00

89+00

90+00

91+

00

9

2

+

0

0

12.00'

85+

00

9

0

+

0

0

12.00'

12.00'

92+00

93+00

94+00

95+00

96+00

97+00

98+

00

90+

00

95+00

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

44

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 86+00.00 TO 98+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 92+

00 "F"

MATCH

LIN

E STA 92+

00 "F"

MATCH

LIN

E STA 98+

00 "F"

15+

00

25+

00

MATCH

LIN

E STA 86+

00 "F"

Des. No. 1600597 Appendix B: Graphics B61

12.00'

12.00'

+69.30

9

8

+

0

0

9

9

+

0

0

100+

00

101+00

102+

00

1

0

3

+

0

0

1

0

4

+

0

0

100+

00

12.00'

12.00'

+60.89

+99.43

+51.14

104+00

105+00

106+00

107+00

108+00

109+00

1

1

0

+

0

0

105+

00

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

45

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 98+00.00 TO 110+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 104+

00 "F"

MATCH

LIN

E STA 104+

00 "F"

MATCH

LIN

E STA 110+

00 "F"

15+

00

25+

00

MATCH

LIN

E STA 98+

00 "F"

Des. No. 1600597 Appendix B: Graphics B62

110+00 111+00 112+00 113+00 114+00 114+81110+00 113+00

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1600597

46

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N.A.

K.R.U. K.R.U.

L.L.C.L.L.C.

STA. 110+00.00 TO 112+00.00 LINE ''F''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

15+

00

MATCH

LIN

E STA 110+

00 "F"

Des. No. 1600597 Appendix B: Graphics B63

219+71

220+00

2

2

2

+

0

0

222+89

9.49'

9.51'

217+31

2

1

8

+

0

0

2

1

9

+

0

0

2

2

1

+

0

0

2

2

2

+

0

0

223+00223+00

12.00'

12.00'

12.00'

12.00'

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PAVEMENT MARKING AND SIGN DETAILS

1600597

47

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N/A

JPT AJF

LLCBCF

LINE ''PR-A''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 219+

50 "PR-A"

MATCH

LIN

E STA 213+

50 "PR-A"

MATCH

LIN

E STA 213+

50 "PR-A"

MATCH

LIN

E STA 222+

00 "PR-A"

46

46

46

46

46

46

56

47

47

56

47

MATCH

LIN

E STA 228+

00 "PR-A"

Des. No. 1600597 Appendix B: Graphics B64

9.50'

9.50'

9.50'

9.50'

9.50'

9.50'

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PAVEMENT MARKING AND SIGN DETAILS

1600597

48

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N/A

JPT AJF

LLCBCF

LINE ''PR-A''-2

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 234+

00 "PR-A"

MATCH

LIN

E STA 228+

00 "PR-A"

MATCH

LIN

E STA 240+

00 "PR-A"

MATCH

LIN

E STA 228+

00 "PR-A"

MATCH

LIN

E STA 246+

00 "PR-A"

MATCH

LIN

E STA 240+

00 "PR-A"

Des. No. 1600597 Appendix B: Graphics B65

9.50'

9.50'

50+

00

P.I. 49+99.99 "PR-G"

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PAVEMENT MARKING AND SIGN DETAILS

1600597

49

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N/A

JPT AJF

LLCBCF

LINE- ''PR-A''-3

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 252+

00 "PR-A"

MATCH

LIN

E STA 246+

00 "PR-A"

MATCH

LIN

E STA 252+

00 "PR-A"

Des. No. 1600597 Appendix B: Graphics B66

51+0052+00

53+0054+0054+00

12.00'

12.00'

45+0046+00 47+00 48+00 49+00 50+00

P.I. 45+51.56 "PR-G"P.I. 49+99.99 "PR-G"

12.00'

12.00'

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PAVEMENT MARKING AND SIGN DETAILS

1600597

50

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N/A

JPT AJF

LLCBCF

LINE ''G''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

MATCH

LIN

E STA 50+

50 "PR-G

"M

ATCH

LIN

E STA 44+

50 "PR-G

"

MATCH

LIN

E STA 50+

50 "PR-G

"

Des. No. 1600597 Appendix B: Graphics B67

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PAVEMENT MARKING AND SIGN DETAILS

1600597

51

1600597

N/A

R-39726

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

LEGEND

Line, Thermoplastic, Solid, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 4 in.46

47

Snowplowable Raised Pavement

Marking, Two-Way, Yellow/Yellow

45 Transverse Marking, Thermoplastic,

Stop Line, White, 24 in.

49 Line, Thermoplastic, Broken, Yellow, 4 in.

Line, Thermoplastic, Solid, White, 8 in.56

37 Pavement Message Marking, Thermoplastic,

R for Railroad

55 Transverse Marking, Thermoplastic,

Railroad X, White, 16 in.

Line, Thermoplastic, Solid, Yellow, 8 in.57

48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)

38 Transverse Marking, Thermoplastic

Yield Line, White, 24 in. (Sharks Teeth - see detail)

158

1" = 20'

N/A

JPT AJF

LLCBCF

SIGNS

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 1:10 PM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\17-500-029-1 276TH

STREET PH

ASE II\ACAD

\08 TRAFFIC\SH

T PM

ARK-276TH

II-A_20_01.D

WG

PRIN

T D

ATE: 4/2/18

298

5.7 14.3

2124

8 24

3.5

8

13.1 36.1

645

58 35.3

376

6 9

12.8

5.7

29

21

3.5

23

66

114D1-5a; 9.0" Radius, 2.0" Border, White on Green;

[TO ] E Mod; State Highway 19 M1-6; [276th] E Mod; Circular Intersection Directional Arrow_8" Text; Arrow 6 - 9.0" 0{;

5.7 13.3

28.0

65.1

73.1

81.2

89.5

96.1

58.0

276 t h

I N D I ANA

1 9TO

238

6.6 38.5

4.5

45

6 35.3

238

11 31 4.6

23

4.5

23

54

138D1-5a; 9.0" Radius, 2.0" Border, White on Green;

[BECKS] E Mod; Circular Intersection Directional Arrow_8" Text; [276th] E Mod;

6.6 15.0

22.6

30.6

38.7

51.1

92.4

100.4

108.5

116.8

123.3

276 t hB ECKS

TO

STOP Y I E L D

S P EED

L I M I T

30

R R

30

M .

P.

H

.

ROUNDABOUT

S P EED

L I M I T

40

R2-1 R2-1 R2-1 R2-1

S P EED

L I M I T

50

S P EED

L I M I T

55

R1-1 R1-2

80 81 82 84 85 86

R6-4b

87

W1-7

88

W6-1

89

W6-3

90

W10-1

91

92

93

R4-7

OM3-L

W2-6a

W16-17p

W13-1

94

95

S P EED

L I M I T

30

R2-1

83

Des. No. 1600597 Appendix B: Graphics B68