Z:\Infra\2018\D180014.05 - SR 161 over UNT PigeonCrk\CAD\Production Drawings\D180014.05_08 - GAI INDOT Title Sheet.dgn

ROAD PLANS

PROJECT NO. P.E.

R/W

CONST.

DESIGNATION

SHEETS

PROJECT

SURVEY BOOK

CONTRACT

of

PROJECT DESIGNATION

CONTRACT

OF TRANSPORTATION

INDIANA DEPARTMENT

O A

A

AT

I

NT

F TRN

SP

OR

TA

TIO

N

NA

DE

PR

ME

NDI

FOR LETTING:

APPROVED

DATE

PHONE NUMBER

PREPARED BY:

PLANS

DATE

CERTIFIED BY:

TO BE USED WITH THESE PLANS

DATEDSTANDARD SPECIFICATIONS

INDIANA DEPARTMENT OF TRANSPORTATION

10/3

1/2

019

3:5

8:2

0 P

MPlot:

PROJECT LOCATION SHOWN BY

SCALE: 1" = 5000'

Model: R

D_Title S

heet

By:huynhkt

Pen:

Tra

nsportation.tbl

1 37

LATITUDE: LONGITUDE:

INDIANA DEPARTMENT OF TRANSPORTATION

D

I

T

O

N

WARWICK COUNTY

gaiconsultants

WORK TYPECULVERT ASSET IDDES. NO.

CULVERT ASSETS

1700170 CV 161-087-10.46

1701058 CV 062-087-52.74

1702071 CV 062-087-48.79

1702072 CV 062-087-53.01

2020

Small Structure Replacement

Small Structure Replacement

Small Structure Replacement

Small Structure Replacement

GAI Consultants Inc.

1700170

1700170

1700170

1700170

SMALL STRUCTURE REPLACEMENTS

Section 24 & 25, T-5-S, R-7-W, Skelton Township, Warrick County, Indiana

Des. 1702072: Located 1.20 miles west of SR 62/SR 161 east junction, in

Section 24 & 25, T-5-S, R-7-W, Skelton Township, Warrick County, Indiana

Des. 1701058 : Located 1.52 miles west of SR 62/SR 161 east junction, in

Sections 33 & 34, T-5-S, R-7-W, Skelton Township, Warrick County, Indiana

Des. 1700170: Located at the SR 62/SR 161 west junction, in

Section 33, T-5-S, R-7-W, Skelton Township, Warrick County, Indiana

Des. 1702071: Located 0.29 miles west of SR 62/SR 161 west junction, in

Four small structure replacements on SR 62 and SR 161.

WARRICK AND SPENCER COUNTY

LOCATION MAP

317-570-6800

1700170

R-40551

R-40551

1700170 1700170

1702071

1701058

1702072

TRAFFIC DATA

TRAFFIC DATAA.A.D.T.

A.A.D.T.

D.H.V

DIRECTIONAL DISTRIBUTION

TRUCKS

DESIGN SPEED

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

V.P.D.

V.P.D.

V.P.H.

%

DESIGN DATA

TRAFFIC DATA

A.A.D.T.

D.H.V.

M.P.H.

LATITUDE: LONGITUDE:

LATITUDE: LONGITUDE:

LATITUDE: LONGITUDE:

GROSS LENGTH:

MAX. GRADE:

MI.

MI.

%

NET LENGTH:

DES. 1701058

GROSS LENGTH:

MAX. GRADE:

MI.

MI.

%

NET LENGTH:

DES. 1702071

GROSS LENGTH:

MAX. GRADE:

MI.

MI.

%

NET LENGTH:

DES. 1702072

0.06

0.06

0.33

2.20

0.30

0.05

0.05

0.07

0.07

DES. 1700170

DES. 1701058

DES. 1702071

DES. 1702072

87°11'24"W 38°02'24"N

87°08'46"W 38°03'40"N

87°11'31"W 38°02'23"N

87°08'26"W 38°03'39"N

DES. 1700170

DES. 1702072DES. 1701058

DES. 1702071

(2022)

(2042)

(10.3%)

49.8%(EB)

3980

5362

143

7.0%

7.0%

55

3R Non-Freeway

Major Collector

Rural

Level

None

A.A.D.T.

A.A.D.T.

D.H.V

DIRECTIONAL DISTRIBUTION

TRUCKS

DESIGN SPEED

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

V.P.D.

V.P.D.

V.P.H.

%

DESIGN DATA

A.A.D.T.

D.H.V.

M.P.H.

(2022)

(2042)

(12.3%)

49.8%(EB)

2351

2883

317

8.0%

8.0%

55

3R Non-Freeway

Major Collector

Rural

Level

None

A.A.D.T.

A.A.D.T.

D.H.V

DIRECTIONAL DISTRIBUTION

TRUCKS

DESIGN SPEED

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

V.P.D.

V.P.D.

V.P.H.

%

DESIGN DATA

A.A.D.T.

D.H.V.

M.P.H.

(2022)

(2042)

(10.3%)

51.5%(EB)

774

559

9.0%

9.0%

55

3R Non-Freeway

Major Collector

Rural

Level

None

69

STA. 8+87.8

END ROAD WORK

STA. 5+30.0

BEGIN ROAD WORK

CV 062-087-48.79

DES. 1702071

NO ROAD WORK

CV 161-087-10.46

DES. 1700170STA. 8+53.0

END ROAD WORK

STA. 5+23.0

BEGIN ROAD WORK

CV 062-087-53.01

DES. 1702072

STA. 8+59.5

END ROAD WORK

STA. 6+00.0

BEGIN ROAD WORK

CV 062-087-52.74

DES. 1701058

COUNTY

SPENCER

COUNTY

WARRICK

R-40551

Boonville

Tennyson

62INDIANA

161INDIANA

161INDIANA

161INDIANA

161INDIANA

161INDIANA

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

DEPARTMENT OF TRANSPORTATION

INDIANA

3 41

5/1

2/2

020

10:3

3:4

8 A

MPlot:

VERTICAL SCALE

BWC

ARW KTH

BWC

Z:\Infra\2018\D180014.05 - SR 161 over UNT PigeonCrk\CAD\Production Drawings\D180014.05 Typical Cross Sections.dgn

gaiconsultants

Model: Sheet1

By:

Murra

MW

Pen:

Tra

nsportation.tbl

R-40551 1700170

1701058, 1702071, 1702072

2:1 (Typ.) 2:1

TYPICAL SECTIONS

1/4" = 1'

24'

4'

24'

2'

TYP.

4' 2'

12' TRAVEL LANE12' TRAVEL LANE

12' TRAVEL LANE

SHOULDER

12'

OBSTRUCTION FREE ZONE

1'-6"

MGS Guard Rail

7'-6"

12'

OBSTRUCTION FREE ZONE

7'-6"

SHOULDER

R

K

W

165 LBS/SYS QC/QA-HMA, 3, 70, SURFACE, 9.5 MM

IN. ON21MILLING, ASPHALT, 1

LEGEND

12' TRAVEL LANE

27

12'

OBSTRUCTION FREE ZONE

SEE INSET SECTION FOR

AREA WITHOUT GUARDRAIL

MGS Guard Rail

2'

1'-6"

TYPE IC

SUBGRADE TREATMENT

RO

Existing GradeExisting Grade

COMPACTED AGGREGATE, No. 53 (10 IN. MAX.)

Existing Grade

W

27

RR2'

TYP.

2'TYPICAL SECTION

2'

TYPICAL SECTION

2'

TYP.

2'

3:1 (Ty

p.)

O

2:1 (Typ.) 2:1

2'

TYP.

4' 2'

SHOULDER

1'-6"

MGS Guard Rail

7'-6"

12'

OBSTRUCTION FREE ZONE

Existing Grade2'

1'

2'

Surface

Intermediate

30°

Subgrade Treatment

No. 53

Aggregate,

Compacted

4"

or Shoulder

Edge of Pavement

3:1

SAFETY EDGE ON HMA PAVEMENTNOT TO SCALE

Beyond PavementExtended 2' Subgrade Treatment

O2'-0"

2%2% 2% 2%

"PR-B", or "PR-C"

Rdwy. & Line "PR-A".

TYPE IC

SUBGRADE TREATMENT

3:1 (Typ.)

"PR-B", or "PR-C"

Rdwy. & Line "PR-A".

2% 2% 2%

2:1 (Ty

p.)2:1 (Typ.)

TYPE IC

SUBGRADE TREATMENT

TYPE IC

SUBGRADE TREATMENT

2%

(See Culvert Details for Limits)

825 LBS/SYS QC/QA-HMA, 3, 64, BASE, 25.0 MM

330 LBS/SYS QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 MM ON

165 LBS/SYS QC/QA-HMA, 3, 70, SURFACE, 9.5 MM

SEEDING, TYPE R

(Depth Equals Mainline HMA Thickness minus 4.5")

7.5" COMPACTED AGGREGATE, No. 53

330 LBS/SYS HMA INTERMEDIATE, 19.0 MM ON

WIDENING WITH HMA, TYPE B:

165 LBS/SYS QC/QA-HMA, 3, 70, SURFACE, 9.5 MM ON

= Exist. Grade

Profile Grade

= Exist. Grade

Profile Grade

W

Sta. 6+28 Line "PR-C" to Sta. 7+48 Line "PR-C"

Des. 1702072

Sta. 6+62.8 Line "PR-B" to Sta. 7+55 Line "PR-B"

Des. 1702071

Sta. 7+48 Line "PR-C" to Sta. 8+53 Line "PR-C" "Reverse"

Sta. 5+23 Line "PR-C" to Sta. 6+28 Line "PR-C"

Des. 1702072

Sta. 7+55 Line "PR-B" to Sta. 8+87.8 Line "PR-B" "Reverse"

Sta. 5+30 Line "PR-B" to Sta. 6+62.8 Line "PR-B"

Des. 1702071

24'

12' TRAVEL LANE12' TRAVEL LANE

TYPE IC

SUBGRADE TREATMENT

RO

Existing Grade

W

27

2'

TYPICAL SECTION

TYP.

6:1 (Typ.)

1'

2'

2%2% 2%

"PR-B", or "PR-C"

Rdwy. & Line "PR-A".

3:1 (Typ.)

= Exist. Grade

Profile Grade

20'

Sta. 7+50 Line "PR-A" to Sta. 8+59.5 Line "PR-A" "Reverse"

Sta. 6+00 Line "PR-A" to Sta. 6+40.8 Line "PR-A"

Des. 1701058

O

Existing Grade

W

27

TYP.

6:1 (Typ.)

2'

2%

3:1 (T

yp.)

20'

3:1 (Typ.)

2'1'

2' VARIES 2'

RR REVETMENT RIPRAP

LIMITS OF 27 (1)LIMITS OF 27 (1)

O RRO

R W

LIMITS OF RR

(See Ditch Lining Details w/ Guardrail)

LIMITS OF RR

(See Ditch Lining Details w/ Guardrail)

LIMITS OF RR

(See Ditch Lining Details w/ Guardrail)

LIMITS OF 27 (1)

RRO

W

NOTES:

Plan & Profiles, apply 27 across entire width.

Lining Detail (No Guardrail), this sheet. If no special ditch lining noted in

(1) If alternate ditch lining shown in Plan & Profiles, adhere to Special Ditch

Existing Grade

SPECIAL DITCH LINING DETAIL NO GUARDRAIL

W 2727

W = Limits of Sodding or Riprap as shown on Plan & Profiles

1'-0"

Existing Grade

M = Material used within OHWM Width (W), per legend

A = OHWM + 6"

W

(LIMITS OF M)

A

RRRR

18"

Existing Grade

W

(LIMITS OF M)

A

RRRR

18"

DITCH LINING DETAIL w/ GUARDRAIL (JURISDICTIONAL)

DITCH LINING DETAIL w/ GUARDRAIL (NON-JURISDICTIONAL)

Detail (below)

behind guardrail other than ditches noted in the Jurisdictional

Applies to all ditches with 2:1 fore-slopes and back-slopes

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

SCALE

DEPARTMENT OF TRANSPORTATION

INDIANA

4 37

10/3

1/2

019

3:3

9:2

7 P

MPlot:

VERTICAL SCALE

BWC

ARW KTH

BWC

Z:\Infra\2018\D180014.07 - SR 62 over PigeonCrk 4.79\CAD\Production Drawings\D180014.07_MOT.dgn

gaiconsultants

Model: Deto

ur

Sheet

By:huynhkt

Pen:

Tra

nsportation.tbl

1700170R-40551

1702071

ASSET NUMBER

CV 062-087-48.79

STATE ROAD 62 (COUNTY ROAD 50 NORTH)STATE ROAD 62 (COUNTY ROAD 50 NORTH)

CENTERLINE OF DITCHCENTERLINE OF DITCHCENTERLINE OF DITCH

CENTERLINE OF DITCH CENTERLINE OF DITCH

CENTERLINE OF DITCH

CENTERLINE OF DITCH

CENTERLINE OF DITCH

CENTERLINE OF DITCH

CENTERLINE OF DITCH

FARM FIELD FENCEFARM FIELD FENCE FARM FIELD FENCEFARM FIELD FENCE

FARM FIELD FENCE

ORDINARY HIGH WATER MARK

WATER ELEV. AT TIME OFSURVEY ON 10-3-2018

DIRECTION SIGN &

DIRECTIONAL SIGN

KEYSTONE BLOCKS

DETOUR XM4-9R

R11-2CLOSED

ROAD

12

INDIANA

62

INDIANA

62

INDIANA

68INDIANA

68

INDIANA

61

INDIANA

61

INDIANA

161

INDIANA

161

INDIANA

161

INDIANA

161

INDIANA

161

INTERSTATE

64

Folso

mvile D

egonia R

d.

Folsomvile Degonia R

d.

COUNTY

WARRICK

COUNTY

SPENCER

INDIANA

61

25

26

21

20

19

24

19

19

19

19

24

24

24

23

26

25

1718

2724

17

18

2424

1919

21

20

19

24

27

22

27

22

24

28

M1-5

INDIANA

161

END

DETOURXM4-8A

M3-2EAST

DETOUR

27

XM4-8

M1-5

INDIANA

161M6-2 (R/L)

M3-2EAST

DETOUR

M1-5

XM4-8

INDIANA

26

161M-6-1 (R/L)

M3-2EAST

DETOUR

25

M1-5

M5-1 (R/L)

XM4-8

INDIANA

161

M3-2EAST

DETOUR

24

M1-5

XM4-8

M3-2

INDIANA

M6-3S

161

EAST

23

M1-5

INDIANA

161

END

DETOURXM4-8A

M3-4W EST

DETOUR

22

XM4-8

M1-5

INDIANA

161M6-2 (R/L)

M3-4W EST

DETOUR

M1-5

XM4-8

INDIANA

21

161M-6-1 (R/L)

M3-4W EST

DETOUR

20

M1-5

M5-1 (R/L)

XM4-8

INDIANA

161

M3-4W EST

DETOUR

19

M1-5

XM4-8

M3-4

INDIANA

M6-3S

161

W EST

1" = 3600'

DETOUR ROUTE

MAINTENANCE OF TRAFFIC

17

18

20

21

17

18

R

R

R

R

R

L

L

L

L

L

LR

INTERSTATE

64

INTERSTATE

64

INTERSTATE

64

R

R

R

24

28

19

22

14

BARRICADES

30 LF III-B

Barc

hett R

d.

Henderickson R

d.

County R

oad 6

00 E

Fro

g P

ond R

oad

14

30 LF III-B

BARRICADES

25

26 L

L

25

26R

R

PROJECT LOCATION

2120L L

R

22 L22 R

15

16

1713

Fra

nz R

oad

County R

oad 2

50 E

E. Degonia Road

13

12 R

15

16

17

R11-2

CLOSED

ROAD

14

1000 FT

CLOSED

ROAD

1000 FT

XW20-3

16

500 FT

CLOSED

ROAD

XW20-3

500FT

15

THRU TRAFFIC

TO

ROAD CLOSED

R11-4

13

AHEAD

CLOSED

ROAD

XW20-3

17

AHEAD

DETOUR

XW20-2

18

19

19

19

5+00

6+00

7+00

8+00

9+00

9+18

CORN FIELD

STONESTONESTONESTONE

FIELD LINE

FIELD LINE

FIELD LINE

FIELD LINEFIELD LINE

FIE

LD LIN

E

STONE

FIELD LINE

FIE

LD LIN

E

FIE

LD LIN

E

FIELD LINE

FIELD LINE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CORN FIELD

BEAN FIELD

BEAN FIELD

STONE

STONE

STONESTONESTONE

STONESTONE

STONE STONE STONESTONE

WOODS

WOODS

WOODS

WOODS

RIPRAP RIPRAP RIPRAP RIPRAPRIP RAP

RIP RAPRIP RAPRIP RAP

GRASS GRASSGRASS

GRASS

GRASS

GRASS

GRASS

RIPRAP RIPRAPRIPRAPRIPRAP

GRASS GRASS GRASS GRASSGRASS

STONE

STONE

RIP RAPRIP RAP

STONE STONE STONESTONE

STONE STONE

WOODS

WOODS

WOODS

WOODSWOODS

WOODS

WOODS

WOODS

WOODSWOODS

WOODS

WOODSWOODS

254+

00

255+

00

256+

00

257+

00

258+

00

259+

00

260+

00

PI: 2

58+

80.5

1

GAS

U G

GAS

U G

W M

GAS

U G

G M

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

DEPARTMENT OF TRANSPORTATION

INDIANA

7 41

ARW

BWC BWC

KTH

VERTICAL SCALE

gaiconsultants5/1

2/2

020

10:5

6:1

5 A

MPlot:

Z:\Infra\2018\D180014.07 - SR 62 over PigeonCrk 4.79\CAD\Production Drawings\D180014.07_Plan and Profile.dgn

Model: Sheet1

HORIZONTAL SCALE

By:

Murra

MW

Pen:

Tra

nsportation.tbl

1700170R-40551

SHEETS

1702071

ASSET NUMBER

CV 062-087-48.79

360

365

370

375

380

385

390

395

400

360

365

370

375

380

385

390

395

400

4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00

390.3

390.2

390.1

389.8

389.7

389.5

389.3

389.2

(10.038m)

Off 3

2.93

Sta 7

+71.38

E 818572.65

N 187232.82

+65.0

5, 1

4.4

Delineator

Post

+73.5

2, -59.1

Meter-gas

+45.7

2, 1

7.5

Mail b

ox (sin

gle b

ox)

+51.7

8, 1

6.7

Mail b

ox (sin

gle b

ox)

+48.5

8, 1

9.3

Mon.

+89.5

5, -16.2

Ordinary Hig

h W

ater

Mark

+09.4

5, -37.3 Pole

+68.3

3, 2

8.9 Pole

+09.6

5, -40.2 Pole

+34.1

4, 2

8.2 Pole

+51.0

6, 2

7.2 Pole

+74.4

7, 2

8.3 Pole

+03.8

1, -41.1 Pole

+06.7

9, -32.1 Pole

+00.5

5, 2

0.4 Sig

n-sin

gle p

ost

+00.6

2, 1

8.3 Sig

n-sin

gle p

ost

+01.6

8, 1

4.9 Sig

n-sin

gle p

ost

+85.0

0, -40.7 Sig

n-sin

gle p

ost

+89.3

0, -57.1

Tre

e d

ecid

uous

+83.8

7, -26.5

Tre

e d

ecid

uous

+88.5

6, -27.6

Tre

e d

ecid

uous

+09.1

5, -52.6

Tre

e d

ecid

uous

+56.1

1, 2

6.0

Drainage Pipe - P

VC

+67.1

2, -40.6

Meter-

water

SR 62

SR 62

STA. 5+30 LINE "PR-B"

BEGIN PROJECT

STA. 8+87.8 LINE "PR-B"

END PROJECT

LARRY E. WIRA JR.

KAREN K. KRAMER

JANET F. SCALES

DONALD RAY &

MOORE

MARSHA

RNE FINANCIAL, LLC

Warrick County, Indiana

Skelton Township,

Section 33, T5S, R7W,

Warrick County, Indiana

Skelton Township,

Section 33, T5S, R7W,ZZ

APP. PL

APP. PL

APP. PL

1" = 20'

1" = 5'

1.47%

-1.73%

-2.77%

-5.77%

0.32%

2' Flat Bottom Ditch Right

2' Flat Bottom Ditch Right

(Plotted 15' Above Datum)

2' Flat Bottom Ditch Left

(Plotted 15' Above Datum)

2' Flat Bottom Ditch Left

(See Culvert Detail)

STR. No. 100

Profile Grade Line "PR-B"

Existing Ground &

50'125'50'

+30.0

+80.0

+05.0

+55.0Type OS 31" Req'd. Rt.

Guardrail End Treatment

Type OS 31" Req'd. Rt.

Guardrail End TreatmentMGS Guardrail Req'd. Rt.

50'125'50'

+62.8

+12.8

+37.8

+87.8Type OS 31" Req'd. Lt.

Guardrail End Treatment

Type OS 31" Req'd. Lt.

Guardrail End TreatmentMGS Guardrail Req'd. Lt.

Constr. Limits

Constr. Limits

Constr. LimitsConstr. Limits

S 89°37'01" E

Line "PR-B"

(Sumped 12")

54' of 14' x 8' RCB

STR. No. 100

RRRR

KK

WW

WW

WW

WW

25'

R

15'

R

S 89°37'42" E

Line "B"

Section Line41South

Section Line41North

LEGEND

K

R

W

FULL DEPTH HMA (See Typical Section)

WIDENING WITH HMA, TYPE B (See Typical Section)

MILL & OVERLAY (See Typical Section)

Elev. 386.9

+81.7

Elev. 384.5

+68.8 Elev. 381.5

+36.8

Elev. 381.3

+31.0 Elev. 381.8

+87.0

Elev. 387.6

+30.0

Elev. 385.0

+80.0

Elev. 380.3

+03.0

Elev. 383.0

+87.0

LINE "PR-B" (SR 62)

PLAN AND PROFILE

WW

WW

A

B

C

D

E

F

G

H

+81.7

+58.8

+11.3

+30.0

+70.0

+03.0

+87.0

D

D

Subgrade Treatment Type II

385 #/syd HMA Intermediate Type B on

165 #/syd HMA Surface Type B on

HMA for Approaches

Line "PR-B" is to be constructed

All Topography and Right of Way described from Line "B"

Lt. 30.0253+75.00

Rt. 30.0254+20.00

Lt. 55.0255+15.00

Lt. 55.0258+75.00

Rt. 60.0257+05.00

Lt. 50.0260+10.00

Ex. R/W260+10.00

Proposed R/W

Proposed R/W

Proposed R/W

Proposed R/WPropo

sed R/W

Rt. 60.0+PL

Ex. R/W258+94.48

O.P.O.T. STA. 254+85.63, LINE "B" 0.59' Lt.

P.O.T. STA. 5+00 LINE "PR-B" =

O.P.O.T. STA. 259+03.40, LINE "B" 0.56' Lt.

P.O.T. STA. 9+17.77 LINE "PR-B" =

25'

Ex. R/W254+20.00

Ex. R/W253+75.00

Ex. R/W260+10.00

E.P.

E.P.

E.P.

E.P.

Grant Lines

Project No. 16 Section "C"

Grant Lines

Project No. 16 Section "C"

71.4 SY Geotextiles

41.1 TONS Revetment Riprap &

75.4 SY Geotextiles

43.8 TONS Revetment Riprap &

& 165 SY Geotextiles Req'd

105 TONS Revetment Riprap

57 SY Sodding Req'd.

134 TONS Revetment Riprap & 229 SY Geotextiles Req'd. Lt.

126 SY Sodding Req'd. (OHWM Width, See Typicals)

(Outside OHWM Width, See Typicals)

104 TONS Revetment Riprap & 181 SY Geotextiles Req'd

+31.0

+87.0

(Outside OHWM Width, See Typicals)

244 TONS Revetment Riprap & 434 SY Geotextiles Req'd

CORPORATION

BOONVILLE NATURAL GAS

GAS PIPELINE IN FAVOR OF

RIGHT OF WAY AGREEMENT FOR

7+00

380

380

381

381

382

382

383

383

383

383

384

384

384

384

384

384

385

385

385

385

386

386

387

387

387

387

388

388

389

390

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

SCALE

DEPARTMENT OF TRANSPORTATION

INDIANA

12 37

10/3

1/2

019

3:4

0:4

9 P

MPlot:

VERTICAL SCALE

BWC

ARW KTH

BWC

Z:\Infra\2018\D180014.07 - SR 62 over PigeonCrk 4.79\CAD\Production Drawings\D180014.07_Culvert Details.dgn

gaiconsultants

Model: Sheet1

By:huynhkt

Pen:

Tra

nsportation.tbl

1700170R-40551

1702071

ASSET NUMBER

CV 062-087-48.79

372

374

376

378

380

382

384

386

388

390

392392

372

374

376

378

380

382

384

386

388

390

392392

0+00 1+00 1+25+25 +50 +75

381.3

379.8

389.9

389.9

383.7

380

380

385

385

385

385

385

385

385

385

385

385

385

SECTION A-A

Tc (2)

Type 5

Structure Backfill,

12"

Su

mp

K

1

4

Culvert CL

Line "PR-103"Ex. Pavement

of Structure

Type 2 above top

Structure Backfill,

Scale: NTS

STRUCTURE 100

GENERAL PLAN

1" = 2'

1" = 10'

A

A

14'

Line "PR-100"

N 30°10'43" E

Line "P

R-B"

S 8

9°37'01" E

59'

14' SPAN

8.0' Rise

1.5' (Typ.)

WARRICK COUNTY, IN.

0.03 miles west of SR 161

24'-0" CLEAR ROADWAY

59'-0" LONG AT 14' SPAN x 8' RISE

REINFORCED CONCRETE BOX STRUCTURE

O.P.O.T. STA. 7+38.29 Line "PR-B", 52' Lt.

P.O.T. STA. 1+20.00 Line "PR-100" =

O.P.O.T. STA. 6+78.66 Line "PR-B", 52' Rt.

P.O.T. STA. 0+00.00 Line "PR-100" =

P.O.T. STA. 0+60.00 Line "PR-100"

P.O.T. STA. 7+08.48 Line "PR-B" =

Constr. L

imits

Constr. Lim

its

Constr. L

imits

Constr. L

imits

KK

RR

WW

WW

RR

Exist. R

/W

Exist. R

/W

Exist. R

/W

60°12'16"

Flowline

Inv. Elev. 379.5

Inv. Elev. 379.8

Inv. Elev. 380.5

Inv. Elev. 380.8

LEGEND

K

R

W

FULL DEPTH HMA (See Typical Section)

WIDENING WITH HMA, TYPE B (See Typical Section)

MILL & OVERLAY (See Typical Section)

Bottom of Pavement

Prop. Flowline

Prop. Invert

2. Tc varies 0.9' to 1.1' (assuming 12" Pavement Depth)

approximately 25' for Structure 100.

1. Limits of Pavement removal and new full depth pavement varies by trench depth.

Notes:

Approx. 25'

Line "PR-B"

29.17' 29.83'

Sectio

n Line

41

South S

ectio

n Line

41

North

117°56'11"

35°24'1

0"

117°56'2"

38°11'35"

Wing "A"

Wing "B"

Wing "C"

Wing "D"

1 2

"D"

"C"

"B"

"A"

389.30

389.30

389.00

389.00

386.50

388.68

385.00

389.00

Scale: NTS

WINGWALL LAYOUT DETAIL

8.5' (Wing "B")17.0' (Wing "A")

8.5' (Wing "D")

1

2

x

x

x

x

3

AREA (SF)WING TOP ELEV. TOP ELEV. BOT. ELEV. 3

377.80

377.80

377.50

377.50

20.0' (Wing "C")

5+00

6+00

7+00

8+00

9+00

9+18

CORN FIELD

STONESTONESTONESTONE

FIELD LINE

FIELD LINE

FIELD LINE

FIELD LINEFIELD LINE

FIE

LD LIN

E

STONE

FIELD LINE

FIE

LD LIN

E

FIE

LD LIN

E

FIELD LINE

FIELD LINE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CORN FIELD

BEAN FIELD

BEAN FIELD

STONE

STONE

STONESTONESTONE

STONESTONE

STONE STONE STONESTONE

WOODS

WOODS

WOODS

WOODS

RIPRAP RIPRAP RIPRAP RIPRAPRIP RAP

RIP RAPRIP RAPRIP RAP

GRASS GRASSGRASS

GRASS

GRASS

GRASS

GRASS

RIPRAP RIPRAPRIPRAPRIPRAP

GRASS GRASS GRASS GRASSGRASS

STONE

STONE

RIP RAPRIP RAP

STONE STONE STONESTONE

STONE STONE

WOODS

WOODS

WOODS

WOODSWOODS

WOODS

WOODS

WOODS

WOODSWOODS

WOODS

WOODSWOODS

254+

00

255+

00

256+

00

257+

00

258+

00

259+

00

260+

00

PI: 2

58+

80.5

1

GAS

U G

GAS

U G

W M

GAS

U G

G M

FOR APPROVAL

RECOMMENDED

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

DEPARTMENT OF TRANSPORTATION

INDIANA

38 41

ARW

BWC BWC

MWM

VERTICAL SCALE

gaiconsultants5/1

2/2

020

12:1

8:0

3 P

MPlot:

Z:\Infra\2018\D180014.07 - SR 62 over PigeonCrk 4.79\CAD\Production Drawings\D180014.07_Erosion Control.dgn

Model: Sheet1

HORIZONTAL SCALE

By:

Murra

MW

Pen:

Tra

nsportation.tbl

1700170R-40551

SHEETS

1702071

ASSET NUMBER

CV 062-087-48.79

(10.038m)

Off 3

2.93

Sta 7

+71.38

E 818572.65

N 187232.82

+65.0

5, 1

4.4

Delineator

Post

+73.5

2, -59.1

Meter-gas

+45.7

2, 1

7.5

Mail b

ox (sin

gle b

ox)

+51.7

8, 1

6.7

Mail b

ox (sin

gle b

ox)

+48.5

8, 1

9.3

Mon.

+89.5

5, -16.2

Ordinary Hig

h W

ater

Mark

+09.4

5, -37.3 Pole

+68.3

3, 2

8.9 Pole

+09.6

5, -40.2 Pole

+34.1

4, 2

8.2 Pole

+51.0

6, 2

7.2 Pole

+74.4

7, 2

8.3 Pole

+03.8

1, -41.1 Pole

+06.7

9, -32.1 Pole

+00.5

5, 2

0.4 Sig

n-sin

gle p

ost

+00.6

2, 1

8.3 Sig

n-sin

gle p

ost

+01.6

8, 1

4.9 Sig

n-sin

gle p

ost

+85.0

0, -40.7 Sig

n-sin

gle p

ost

+89.3

0, -57.1

Tre

e d

ecid

uous

+83.8

7, -26.5

Tre

e d

ecid

uous

+88.5

6, -27.6

Tre

e d

ecid

uous

+09.1

5, -52.6

Tre

e d

ecid

uous

+56.1

1, 2

6.0

Drainage Pipe - P

VC

+67.1

2, -40.6

Meter-

water

SR 62

SR 62

STA. 5+30 LINE "PR-B"

BEGIN PROJECT

STA. 8+87.8 LINE "PR-B"

END PROJECT

LARRY E. WIRA JR.

KAREN K. KRAMER

JANET F. SCALES

DONALD RAY &

MOORE

MARSHA

RNE FINANCIAL, LLC

Warrick County, Indiana

Skelton Township,

Section 33, T5S, R7W,

Warrick County, Indiana

Skelton Township,

Section 33, T5S, R7W,ZZ

APP. PL

APP. PL

APP. PL

1" = 20'

1" = 5'

Constr. Limits

Constr. Limits

Constr. LimitsConstr. Limits

S 89°37'01" E

Line "PR-B"

S 89°37'42" E

Line "B"

Section Line41South

Section Line41North

LEGEND

Line "PR-B" is to be constructed

All Topography and Right of Way described from Line "B"

Lt. 30.0253+75.00

Rt. 30.0254+20.00

Lt. 55.0255+15.00

Lt. 55.0258+75.00

Rt. 60.0257+05.00

Lt. 50.0260+10.00

Ex. R/W260+10.00

Proposed R/W

Proposed R/W

Proposed R/W

Proposed R/WPropo

sed R/W

Rt. 60.0+PL

Ex. R/W258+94.48

O.P.O.T. STA. 254+85.63, LINE "B" 0.59' Lt.

P.O.T. STA. 5+00 LINE "PR-B" =

O.P.O.T. STA. 259+03.40, LINE "B" 0.56' Lt.

P.O.T. STA. 9+17.77 LINE "PR-B" =

25'

Ex. R/W254+20.00

Ex. R/W253+75.00

Ex. R/W260+10.00

E.P.

E.P.

E.P.

E.P.

Grant Lines

Project No. 16 Section "C"

Grant Lines

Project No. 16 Section "C"

CORPORATION

BOONVILLE NATURAL GAS

GAS PIPELINE IN FAVOR OF

RIGHT OF WAY AGREEMENT FOR

S

P PUMP

SUMP HOLE WITH PUMP INTAKE

LINE "PR-B" (SR 62)

EROSION CONTROL PLAN

SANDBAGS WITH IMPERVIOUS SHEETING

SHALL BE RESTORED IMMEDIATELY.

6) ANY VEGETATION DISTURBED DURING INSTALLATION OR REMOVAL OF PERIMETER PROTECTION MEASURES5) EXISTING DITCHES OUTSIDE OF CONSTRUCTION LIMITS SHALL BE UNDISTURBED AS MUCH AS PRACTICAL.4) SOD / SEEDING SHALL BE PLACED IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED.

3) CHECK DAMS SHOULD BE INSTALLED AS SOON AS PRACTICAL AFTER DITCH GRADING.

TEMPORARY MULCH 2.6 TON (2.5 TONS / ACRE)

TEMPORARY SEED MIXTURE 156 LBS (150 LBS / ACRE)

QUANTITIES (ESTIMATED TWO TIMES AREA OF SEED)

WORK IS NOT SCHEDULED FOR AT LEAST 7 CALENDAR DAYS.

2) TEMPORARY SEEDING AND MULCH SHALL BE PLACED ON DISTURBED AREAS WHERE ADDITIONAL 1) PERIMETER PROTECTION SHOULD BE INSTALLED PRIOR TO LAND DISTURBANCE ACTIVITIES.EROSION CONTROL NOTES:

S

P

S

P

PUMP AROUND #3 PUMP AROUND #4

P P

PUMP AROUND #2PUMP AROUND #1

SS