of

SHEETS

1

VS ENGINEERING, INC. TEL: (765) 742-0295

E-MAIL: vsengineering.com

PHONE NUMBER

CERTIFIED BY:

PREPARED BY:

PLANS

BRIDGE

2021 TC CULVERT REPLMTS.

DATE

DES. NO. 2100514

RAN009: CO. RD. 800S OVER TRIBUTARY TO LITTLE WEA CREEK

SHF508: STOCKWELL RD. OVER TRIBUTARY TO LAURAMIE CREEK

WEA204: CO. RD. 450E OVER ILGENFRITZ BRANCH

TIPPECANOE COUNTYBOARD OF COMMISSIONERS

BOB PLANTENGA , COUNTY AUDITOR

STEWART W. KLINE, P.E., EXECUTIVE DIRECTORHIGHWAY DEPARTMENT

7/2/2021

R. 3 W.

SUBJECTSHEET NO.

1

27

PROJECT LOCATION

0 .5 1 Mi.5

THOMAS P. MURTAUGH, PRESIDENTDAVID S. BYERS, VICE PRESIDENTTRACY A. BROWN, MEMBER

T. 22 N

.

T. 21 N

.

R. 4 W.

NORTH

COORDINATES

EAST

CULVERT

NO.

1,841,028.25SHF508 3,041,065.08

1,840,495.90RAN009 2,995,647.06

1,856,269.14WEA204 3,026,479.38

2021 TIPPECANOE COUNTY

CULVERT REPLACEMENT CONTRACT

VERTICAL AND HORIZONTAL CONTROL SHALL BE AS SET OUT HEREIN.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY AND

COORDINATE ALL WORK WITH ALL INVOLVED UTILITIES.

INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED

2020 TO BE USED WITH THESE PLANS.

LOCATION MAP

TIPPECANOE COUNTY

GENERAL NOTES

TITLE, INDEX, AND LOCATION MAP

JOSEPH D. CLARK INDIANA REG. NO. 9700113

T. 23 N

.

T. 22 N

.

2

TYPICAL PUMP-AROUND DETAILS & GENERAL NOTES

3

RAN009 TYPICAL CROSS-SECTIONS

4

RAN009 MAINTENANCE OF TRAFFIC

5

RAN009 LAYOUT SHEET

6

RAN009 GENERAL PLAN

11

SHF508 TYPICAL CROSS-SECTIONS

12

SHF508 MAINTENANCE OF TRAFFIC

13

SHF508 LAYOUT SHEET

14

SHF508 GENERAL PLAN

19

WEA204 TYPICAL CROSS-SECTIONS

20

WEA204 MAINTENANCE OF TRAFFIC

21

WEA204 LAYOUT SHEET

22

WEA204 GENERAL PLAN

8-10

RAN009 CROSS-SECTIONS

16-18

SHF508 CROSS-SECTIONS

24-26

WEA204 CROSS-SECTIONS

23

WEA204 WINGWALL DETAILS

27

SUMMARY SHEET

300W

200W

200E

300E

400E

100W

MERID

IAN

RD

.

100E

500E

600E

700E

800E

900E

1000E

EAST CO

. LIN

E RD

.

1200S

1100S

1000S

900S

800S

700S

600S

500S

400S

300S

200S

100S

7

RAN009 WINGWALL DETAILS

15

SHF508 WINGWALL DETAILS

Latitude

LOCATION

Longitude

CULVERT

NO.

40°-18'-08.7"SHF508 86°-46'-00"

40°-18'-04.6"RAN009 86°-55'-46.1"

40°-20'-39.7"WEA204 86°-49'-07.7"

GENERAL NOTES

· All Existing Signage Shall be Re-set As Directed by the Engineer.

· No Materials beyond Plan Quantities Shall be Used Without Prior Written Authorization

From the County.

PLAN PUMP-AROUND DISCHARGE PAD DETAIL

Min. 8' x 10' Discharge Pad:

12" Revetment Riprap (5 Tons)

on Temporary Geotextiles (9 Sys)

Filter Bag or other

Approved Device

Temporary Filter Sock

(26 Lft.)

P

P

Discharge

Pad

Stream Diversion Pump

Dewatering Pump

Discharge Hoses

Intake Hose

Flow

Sump Hole or Pool (12"

to 18" Deep, 2' Dia.)

Clean Water Dike

Work Area

Intake Hose

Sediment Dike

Flow

Filter Bag or other

Approved Dewatering

Device (Note 1)

PLAN - PUMPAROUND

N.T.S.

Impervious Sheeting

Base Flow + 1 Foot

(2 Foot Minimum)

Sand Bags

WORK AREA

N.T.S.

DIKE CROSS SECTION

Flow

NOTES

See Special Provisions for additional dewatering and

pump-around requirements.

The individual components associated with the pump-around are

not separate pay items.

Note 1:

Locate such that flow enters waterway downstream of

sediment dike and such that flow first passes through

other control measures.

PUMP-AROUND DETAILS

N.T.S.

JDC RWM

MWP JDC

AS SHOWN

NONE

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

2

27

TYPICAL PUMP-AROUND DETAILS

& GENERAL NOTES

9700113

No.

STATE OF

.

7/2/21

FULL DEPTH SECTION (RAN009)

E

K

E

10'-6" 10'-6"6'-6" 6'-6"

21'-0"

℄ Roadway &

Line "A"

2% Slope2% Slope

Profile Grade

8%

Slo

pe

2

:

1

2

:

1

(

1

.

5

:

1

M

a

x

.

)

Scale:

1

4

" = 1'-0"

Sta. 12+43 To 12+93 Line "A"

8%

Slo

pe

2'-0"2'-0"4'-6"4'-6"

TYPICAL OVERLAY SECTION (RAN009)

E

R

E

10'-6" 10'-6"6'-6" 6'-6"

21'-0"

℄ Roadway &

Line "A"

2% Slope2% Slope

Profile Grade

8%

Slo

pe

2

:

1

2

:

1

(

1

.

5

:

1

M

a

x

.

)

Scale:

1

4

" = 1'-0"

Sta. 10+50 To 12+43 Line "A"

Sta. 12+93 To 15+00 Line "A"

8%

Slo

pe

2'-0"2'-0"4'-6"4'-6"

T

T

Alignment=Line A

Station=15+44.75

Offset=0.000

Northing=155016.0998

Easting=779444.7473

SL-1

SL-2

SL-3

SL-4

SL-5

SL-14

SL-6

SL-7

SL-8

SL-9

SL-10

SL-12

12

+0

0

13

+0

0

14

+0

0

15

+0

0

11

+0

0

T

R

I

B

.

T

O

L

I

T

T

L

E

W

E

A

C

R

E

E

K

℄ Line "A"

Proposed Structure (RAN009)

CR 800 S

Flow

12+68

Line "A"

GUARDRAIL LAYOUT

Scale: 1" = 20'-0"

26 Spa. @ 6'-3" = 162'-6" W-Beam Guardrail

50'-0" GRET OS 50'-0" GRET OS

11+

65.00

12+

15.00

13+

77.50

14+

27.50

50'-0" GRET OS

11+

08.50

11+

58.50

50'-0" GRET OS

13+

21.00

13+

71.00

26 Spa. @ 6'-3" = 162'-6" W-Beam Guardrail

Note: Use 6' Posts over Box Culvert

10'-0"

(Typ.)

1

0

:1

(T

yp

.)

T

4'-6

"1

0'-6

"1

0'-6

"4

'-6

"

KR R

10+

50

12+

43

12+

93

15+

00

K

LEGEND

NOTES

220#/SYD. HMA Surface Type B on

440#/SYD. HMA Intermediate Type B on

6" Compacted Aggregate Base, No. 53

JDC RWM

MWP JDC

AS SHOWN

NONE

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

3

27

Slopes Steeper Than 3:1 to Receive Soil Capping and

Erosion Control Blankets. See Special Provisions.

R165#/Syd. HMA Surface Type B on

1

1

2

" HMA Surface Milling

TYPICAL SECTIONS &

GUARDRAIL PLAN (RAN009)

9700113

No.

STATE OF

.

7/2/21

EEarth

UTILITY INFORMATION

Power - TIPMONT REMC

Joe Kline

765-426-6170

E-Mail: jkline@tipmont.org

Phone - TDS TELECOM

US 231

100 EAST

1000 SOUTH

RO

AD

400 W

EST

800 SOUTH

RO

AD

125 W

EST

100 W

EST

ST RD 28

800 SOUTH

US 231

200 W

EST

925 SOUTH

A

R11-2

A

C

RMA-5

F

RMA-1

F

RMA-4

F

XW20-3

D

RMA-3

F

XW20-3

D

FRMA-7

F

RMA-2

(1 MILE)

C

R11-3

DETOUR

XM4-10R

C

B

(3/4 MILE)

R11-3

B

DETOUR

XM4-10L

150 W

EST

950 SOUTH

CULVERT RAN009

B

B

F

RMA-5

RMA-4

F

RMA-6

F

E

E

ST RD 28

RO

AD

400 W

EST

RMA-5

F

RMA-5

F

RMA-6

F

(2 3/4 MILE)

C

R11-3

B

B

RMA-8

F

FRMA-6

B

B

C

(1 1/2 MILE)

R11-3

RMA-6

F

RMA-5

F

RMA-6

F

RMA-5

F

RMA-6

F

RMA-1

F

CONSTRUCTION SIGN TYPE A

ROAD CLOSURE SIGN ASSEMBLY

STANDARD BARRICADE TYPE III-B

STANDARD BARRICADE TYPE III-A

D

C

A

B

LEGEND

XW20-3

R11-3

R11-2

SIGN SCHEDULE

ROAD CLOSED AHEAD

SIGN DESCRIPTION

ROAD CLOSED LOCAL TRAFFIC ONLY

ROAD CLOSED

TYPE "A"

TYPE "B"

TYPE "B"

SIZE

(60"x60")

12' PANEL

12' PANEL

(60"x30")

(48"x30")

SIGN

CODE

WARNING

LIGHTS

STANDARD BARRICADE TYPE III-B

STANDARD BARRICADE TYPE III-A

TYPE "B"

(60"x30")

ROAD CLOSED ON OR AFTERDETAIL "A"

SPECIAL SIGN ASSEMBLY (DETAIL "A")

E

E

DETAIL "A"

PRE-CLOSURE WARNING SIGN

ROAD CLOSED

ON OR AFTER

X/XX/21

* *

NOT TO SCALE

NOTES

PRE-CLOSURE WARNING SIGNS SHALL HAVE BLACK ALPHA

NUMERICAL CHARACTERS (6-SERIES C) ON AN ORANGE

BACKGROUND.

JDC RWM

MWP JDC

AS SHOWN

NONE

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

2021 TC CULVERT REPLMTS.

4

27

MAINTENANCE OF TRAFFIC

(RAN009)

7/2/21

SCALE IN MILES

.25 .50 1.750

MAINTENANCE OF TRAFFIC

RMA-2 RMA-4

DETOUR DETOUR

(1 Total)

(2 Total)

800S

CR

800S

CR

EASTWEST

RMA-1

DETOUR

(2 Total)

800S

CR

WEST

RMA-3

DETOUR

(1 Total)

800S

CR

EAST

RMA-5

DETOUR

(6 Total)

800S

CR

EAST

RMA-6

DETOUR

(6 Total)

800S

CR

WEST

RMA-7

DETOUR

(1 Total)

EAST

END

RMA-8

DETOUR

(1 Total)

WEST

END

K

T

T

(66" CM

P)

XX

X XX

XX

XX

XX

XX

XX

XX

X X XX X

X X X X X X

X

X

T T T T T T T TT T T T T T T T T T T

T T TT

TT

TT T

T

T

T

T

T

TTTTTTT

TT

TT

TTT

TTT

T

T

T

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

N 89°50'51" E

12

+0

0

13

+0

0

14

+0

0

15

+0

0

11

+0

0

T

R

I

B

.

T

O

L

I

T

T

L

E

W

E

A

C

R

E

E

K

PLAN

Scale: 1" = 20'-0"

℄ Line "A"

Proposed Structure (RAN009)

52 Lft. 10' x 7' Precast Reinforced

Concrete Box Culvert w/Precast

Headwalls & Wingwalls Req'd.

CR 800 S

Apparent 30' R/W

Apparent 30' R/W

Apparent 30' R/W

Apparent 30' R/W

Existing CMP Pipe

(To Be Removed)

Flow

ERDIE, BEVERLY R.

TAYLOR, KENT A. & KANDACE M.EVANS, DAVID O.& MICHELLE A.

SECTION 1, T-21-N, R-5-W,

RANDOLPH TWP, TIPPECANOE CO.

SECTION 36, T-22-N, R-5-W,

UNION TWP, TIPPECANOE CO.

Apparent P

/L

OHUOHU

OHUOHU

OHUOHU

OHUOHU

OHUOHU

OHUOHU

196' Exist. Guardrail

176' Exist. Guardrail

TBM

2

on Exist. Pwp

Exist. Utility Pole

w/Telephone Ped.

Exist. Utility Pole

w/Telephone Ped.

TBM

1

on Exist. Pwp

Exist. Gas Meter

Large Rock

12+68,

Line "A"

No Skew

R R

62 Tons 2'-0" Deep Class I Riprap on

118 Sys. Geotextiles Type 2B

12 Tons 1'-0" Deep Revetment Riprap on

42 Sys. Geotextiles Type 2B

Constr. Limits

Constr. Limits

Constr. Limits

Constr. Limits

Begin Project

Sta. 10+50

End Project

Sta. 15+00

Full Depth Sawcut

Full Depth Sawcut

705.46

704.59

704.27

704.27

703.89

704.15

704.15

705.43

707.45

Existing Road Profile

Proposed Road Profile

PROJECT LIMITS

12+

43

703.68

703.68

703.62

-0.7%

0.94%

Full Depth HMA Limits

15+

00

10+

50

Mill & Overlay Limits

Exist. 108" Span x 67" Pipe Arch

Inlet El. 691.34

Outlet EL. 690.98

703.89

703.62

705.43

707.10

Prop. 10' Span x 7' R.C. Box Culvert

Inlet El. 691.06

Outlet EL. 690.75

12+

93

704.59

705.46

707.10

707.45

-0.6%

Begin Project

End Project

Mill & Overlay Limits

Existing Culvert (RAN009)

6.8' Cover

Not to Scale

Profile Grade

Exist. Structure

108" Span x 67" Rise

PROFILE

SCALE: 1"=20' HORIZ.

1"=10' VERT.

STREAM PROFILE

FLO

W

EXist. Profile

DOWNSTREAM

UPSTREAM

Line "A"

50+00

695

690

PRECAST CONCRETE BOX CULVERT

10'-0" SPAN, 7'-0" RISE; 0° SKEW

ON CR 800S OVER TRIBUTARY TO LITTLE WEA CREEK

TIPPECANOE COUNTY

BENCH MARK DATA

12+00 13+00

720

14+00

685

695

690

685

51+00 52+00

691.0

688.6

688.3

690.4

T.B.M. 1 - EL. 701.98

Railroad Spike Set 1 Foot above Grade on the North Side of Pwp (#TL3-79-4)

776' East of the Intersection of 800 South and 150 West. Sta. 11+51.9, 31.6' Rt. "A"

NOTE: Horizontal Control was Based on NAD 83 (1986) & Vertical Control was

Based on (NAVD88).

710

700 700

710

720

JDC RWM

MWP JDC

1" = 20'-0"

1" = 10'-0"

LAYOUT SHEET (RAN009)

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

5

27

LINEAR GRADING

STA. 10+50 TO 15+00 = 450 LFT.

7/2/21

11+00

Existing

Profile Elev.

Proposed

Profile Elev.

Existing

Profile Elev.

Proposed

Profile Elev.

690 690

9700113

No.

STATE OF

.

15+00

Control Point 106

Sta. 12+41.47; 13.15' Lt. "A"

Rebar Set

N 155028.4421

E 779141.4340

Elev. 703.68

Control Point 105

Sta. 11+98.49; 21.03' Rt. "A"

Rebar Set

N 154994.1458

E 779098.5454

Elev. 701.87

T.B.M. 2 - EL. 700.76

Railroad Spike Set 1 Foot above Grade on the North Side of Pwp (#TL3-79-5)

990' East of the Intersection of 800 South and 150 West. Sta. 13+66.3, 29.6' Rt. "A"

Control Point 107

Sta. 13+76.71; 13.38' Lt. "A"

Rebar Set

N 155029.0322

E 779276.6821

Elev. 703.33

700

700

705705

691.3

Inlet El. 691.34

Outet El. 690.98

F/L El. 692.4

F/L El. 688.3

Exist. Culvert

Drainage Area = 0.47 Sq. Mi.

Q

100

Discharge = 483 Cfs

Q

100

Elevation = 695.15 Ft.

Ordinary High Water Elevation = 694.00 Ft.

Proposed Culvert

Opening Below Q

100

El. = 39.1 Sft.

Q

100

Backwater = 2.55 Ft.

Q

25

Velocity = 8.57 fps

Existing Culvert

Opening Below Q

100

El. = 31.0 Sft.

Q

100

Backwater = 6.88 Ft.

Q

25

Velocity = 11.46 fps

HYDRAULIC DATA

P.O.T.

Sta. 10+00; "A"

Paper Point

N 155014.6486

E 778900.0035

P.O.T.

Sta. 15+00; "A"

Paper Point

N 155015.9806

E 779400.0017

2'-0" Deep Class 1

Riprap on Geotextiles

Type 2B

1'-0" Deep Revetment

Riprap on Geotextiles

Type 2B

PROPOSED SECTION (RAN009)

E

K

E

10'-6"10'-6"4'-6"

4'-6"

21'-0"

℄ Roadway &

Line "A"

2% Slope2% Slope

Profile Grade

El. 703.76

8%

Slo

pe

2

:

1

Scale:

1

4

" = 1'-0"

8%

Slo

pe

K

LEGEND

220#/SYD. HMA Surface Type B on

440#/SYD. HMA Intermediate Type B on

6" Compacted Aggregate Base, No. 53

E

Earth

Reconstruct Existing Flowline w/Natural

Materials Throughout Structure

(El. 690.98)

(El. 691.34)

Inv. El. 690.81

Inv. El. 690.50

-0.60%

El. 699.64

El. 699.33

2

:

1

9'-0"2'-0"

2'-0"

6" SU

MP

R

165#/SYD. HMA Surface Type B on

1

1

2

" Surface Milling

6' Post over Culvert

2'-0"

(Typ.)

1'-0"

(Typ.)

1'-6"

10"

4

1

4

1

Structure Backfill

Type 2

Profile Grade

CULVERT ELEVATION

Scale:

3

8

" = 1'-0"

OHW EL.694.00

K

Q

100

EL. 695.15

Remove Soils & Replace

w/1'-0" #8 CAB

U/S El. 691.31

D/S El. 691.00

10"

7'-0"

10'-0"

Varies 5'-0" to 5'-3"

U/S Inv. El. 690.81

D/S Inv. El. 690.50

6" Sum

p

3'-0"

5

:

1

(

T

y

p

.

)

Reconstruct Existing Flowline

w/Natural Materials Throughout

Structure ( Estimated 17 cys.)

CULVERT PLAN

Scale: 1" = 20'-0"

℄ Line "A"

Proposed Structure (RAN009)

52 Lft. 10' x 7' Precast Reinforced

Concrete Box Culvert w/Precast

Headwall & Wingwalls Req'd.

CR 800 S

Apparent 30' R/W

Apparent 30' R/W

Apparent 30' R/W

Apparent 30' R/W

Existing CMP Pipe

(To Be Removed)

Flow

ERDIE, BEVERLY R.

TAYLOR, KENT A. & KANDACE M.EVANS, DAVID O.& MICHELLE A.

SECTION 1, T-21-N, R-5-W,

RANDOLPH TWP, TIPPECANOE CO.

SECTION 36, T-22-N, R-5-W,

UNION TWP, TIPPECANOE CO.

X

XX

XX

XX

X

X

X

X

X

X

X

XX

X

X

X

XX

X

X

X

XX

X

X

X

X

X

X

XX

XX

XX

XX

X

XX

XX

XX

XX

XX

X

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHU

OHUOHU

OHU

OHUOHU

OHU

OHUOHU

OHU

OHUOHU

OHUOHU

OHU

OHU

OHU

OHU

OHU

T

R

I

B

.

T

O

L

I

T

T

L

E

W

E

A

C

R

E

E

K

11+

00

12+

00

14+

00

13+

00

15+

00

12+68, Line "A"

No Skew

12+

43

K

RR

Wing "B"Wing "A"

Wing "D"Wing "C"

12+

93

LOCATION

CR 800 S over Tributary to

Little Wea Creek

JDC RWM

MWP JDC

AS SHOWN

NONE

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

6

27

GENERAL PLAN (RAN009)

9700113

No.

STATE OF

.

7/2/21

5'-0" (Typ.)

2

:

1

E

8%

Slo

pe

Structure Backfill

Type 2

TYPICAL SECTION THRU BACKFILL

Scale:

1

2

" = 1'-0"

16'-0"

8'-10"

2'-0"

4'-0"

2'-0"

8'-10"

1'-6"

1'-0"

1'-6"

1

1

220#/Sys HMA Surface Type B on

440#/Sys HMA Intermediate Type B on

6" Compacted Aggregate Base, #53

K

E6" Earth

Wingwall

WINGWALL ELEVATION

Scale:

3

8

" = 1'-0"

Remove Soils & Replace

w/4" #8 C.A.B.

WING "A","B","C", & "D"

2'-0"

Revetment Riprap

on Geotextiles Type

2B Req'd.

1'-6"

JDC RWM

MWP JDC

AS SHOWN

AS SHOWN

(RAN009)

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

7

27

7-2-21

21-4461

TC 2021 CULVERT REPLMTS.

E

6

"

K

1

2

"

Legend

WINGWALL DETAILS

U.S. El. 688.81

D.S. El. 688.50

U.S. El. 690.81

D.S. El. 690.50

U.S. El. 699.64

D.S. El. 699.33

0

80 70 60

80 70 60

50 40 30 20 10 10 20 30 40 50 60 70 80

70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 10+00 TO 11+50

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

8 27

TC 2021 CULVERT REPLMTS.

10

50

+

11

00

+

11

50

+

10

00

+

710

705

700

0

50 40 30 20 10 10 20 30 40 50

709.46

60

App. R/W

App. R/W

Line "A"

707.10

App. R/W

App. R/W

Line "A"

705.46

App. R/W

App. R/W

Line "A"

704.59

App. R/W

App. R/W

Line "A"

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 0.0 Sft.

Vf = 0 Cys.

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 9.8 Sft.

Vf = 9 Cys.

A

benching

= 16.9 Sft.

V

benching

= 16 Cys.

710

705

700

710

705

700

745

740

735

+48.3 Utiilty

Pole

Fenceline

Fenceline

Fenceline

Fenceline

2

:

1

2

:

1

Begin Project

Sta. 10+50

A

benching

= 0.0 Sft.

V

benching

= 0 Cys.

2

:

1

+51.9 PWP

TBM #1

TELEPH

ON

E

FIBER O

PTIC

- Indicates Existing Telephone

- Indicates Existing Fiber Optic

+xx PWP

- Indicates Existing Power Pole

UTILITY LEGEND

(Applies to all Sheets)

GAS

- Indicates Existing Gas line

NOTE: Actual Depths of Buried

Utilities are Unknown.

0

0

80 70 60

80 70 60

50 40 30 20 10

50 40 30 20 10

10 20 30 40 50

10 20 30 40 50

60 70 80

60 70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 12+00 TO 13+00

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

9 27

12

00

+

12

50

+

12

67.7

+

13

00

+

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 7.9 Sft.

Vf = 16 Cys.

A

benching

= 19.8 Sft.

V

benching

= 34 Cys.

704.27

Line "A"

703.89

Line "A"

Line "A"

Ac = 22.2 Sft.

Vc = 18 Cys.

Af = 4.4 Sft.

Vf = 4 Cys.

703.62

Line "A"

A

benching

= 18.5 Sft.

V

benching

= 15 Cys.

703.76

CULVERT SECTION

App. R/W

App. R/W

App. R/W

App. R/W

App. R/W

App. R/W

TC 2021 CULVERT REPLMTS.

705

700

705

700

700

695

700

695

695

695

App. R/W

App. R/W

705

705

Ac = 22.4 Sft.

Vc = 0 Cys.

Af = 3.8 Sft.

Vf = 11 Cys.

A

benching

= 18.2 Sft.

V

benching

= 35 Cys.

2% Slope

2% Slope

8%

Slo

pe

2

:

1

2

:

1

8%

Slo

pe

Existing

Culvert

Proposed

Culvert

Flow

Fenceline

Fenceline

Fenceline

Fenceline

Ac = 22.4 Sft.

Vc = 7 Cys.

Af = 3.8 Sft.

Vf = 1 Cys.

A

benching

= 18.2 Sft.

V

benching

= 5 Cys.

VERTICAL SECTION

Sta 12+57

Ac = 22.2 Sft.

Vc = 0 Cys.

Af = 4.4 Sft.

Vf = 0 Cys.

A

benching

= 18.5 Sft.

V

benching

= 0 Cys.

VERTICAL SECTION

Sta 12+79

2

:

1

2

:

1

2

:

1

2

:

1

690

2

:

1

Fenceline

Fenceline

Fenceline

0

0

80 70 60

80 70 60

50 40 30 20 10

50 40 30 20 10

10 20 30 40 50

10 20 30 40 50

60 70 80

60 70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 13+50 TO 15+00

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

10 27

13

50

+

14

00

+

Ac = 0.0 Sft.

Vc = 20 Cys.

Af = 7.1 Sft.

Vf = 11 Cys.

703.68

Line "A"

A

benching

= 0.0 Sft.

V

benching

= 17 Cys.

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 6.7 Sft.

Vf = 13 Cys.

704.15

Line "A"

A

benching

= 13.6 Sft.

V

benching

= 12 Cys.

TC 2021 CULVERT REPLMTS.

705

700

App. R/W

App. R/W

705

700

695

App. R/W

App. R/W

695

14

50

+

705

700

695

Ac = 0.0 Sft.

Vc = 0 Cys.

Af =0.0 Sft.

Vf = 6 Cys.

705.43

Line "A"

A

benching

= 0.0 Sft.

V

benching

= 12 Cys.

App. R/W

App. R/W

15

00

+

710

705

700

707.45

Line "A"

App. R/W

App. R/W

Fenceline

Fenceline

Fenceline

Fenceline

Fenceline

2

:

1

2

:

1

End Project

Sta. 15+00

+66.3 PWP

TBM #2

+70.5 Utiilty

Pole

FULL DEPTH SECTION (SHF508)

E

K

E

10'-6" 10'-6"5'-0" 5'-0"

21'-0"

℄ Roadway &

Line "A"

2% Slope 2% Slope

Profile Grade

8%

Slo

pe

2

:

1

Scale:

1

4

" = 1'-0"

Sta. 11+85 To 12+35 Line "A"

8%

Slo

pe

11'-0"

6

:

1

2

:

1

6

:

1

11'-0"

TYPICAL OVERLAY SECTION(SHF508)

E

R

E

10'-6" 10'-6"5'-0" 5'-0"

21'-0"

℄ Roadway &

Line "A"

2% Slope2% Slope

Profile Grade

8%

Slo

pe

2

:

1

2

:

1

(

1

.

5

:

1

M

a

x

.

)

Scale:

1

4

" = 1'-0"

Sta. 10+70 To 11+85 Line "A"

Sta. 12+35 To 13+50 Line "A"

8%

Slo

pe

Varies 0 to

11'-0"

Varies 0 to

11'-0"

6

:

1

6

:

1

GRADING PLAN

SCALE: 1" = 20'

Line "A"

STOCKWELL ROAD

12

+0

0

13

+0

0

14

+0

0

11

+0

0

10+

00

Proposed Structure (SHF508)

Flo

w

+10

℄, Line "A"

11

+9

0

12

+3

0

11

+8

5

12

+3

5

6:1

21

'-0

"

10

+8

0

10:1

(T

yp.)

11

'-0

"

5'-0

"

5'-0

"

13

+4

0

KR R

E

E

11

'-0

"

6:1

K

LEGEND

NOTES

220#/SYD. HMA Surface Type B on

440#/SYD. HMA Intermediate Type B on

6" Compacted Aggregate Base, No. 53

JDC RWM

MWP JDC

AS SHOWN

NONE

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

11

27

Slopes Steeper Than 3:1 to Receive Soil Capping and

Erosion Control Blankets. See Special Provisions.

R165#/Syd. HMA Surface Type B on

1

1

2

" HMA Surface Milling

TYPICAL SECTIONS

(SHF508)

9700113

No.

STATE OF

.

7/2/21

E

Earth

UTILITY INFORMATION

Power - TIPMONT REMC

Joe Kline

765-426-6170

E-Mail: jkline@tipmont.org

Phone - Frontier Communications

Chuck McKean

219-531-6947

E-Mail: Chuck.McKean@ftr.com

Gas - Centerpoint Energy

S

T

O

C

K

W

E

L

L

R

O

A

D

700 SOUTH

900 SOUTH

R11-2

A

C

A

800 SOUTH

STO

CKW

ELL RO

AD

U

S

5

2

C

B

(3/4 MILE)

R11-3

B

DETOUR

XM4-10L

(1/4 MILE)

C

R11-3

DETOUR

XM4-10R

RMA-1

F

RMA-4

F

F

RMA-7

XW20-3

D

RMA-5

F

F

RMA-8

D

F

RMA-6

CULVERT SHF508

I

-

6

5

N

E

W

C

A

S

T

L

E

R

O

A

D

E

E

XW20-3

D

XW20-3

RMA-5

F

RMA-6

F

G

ROAD CLOSURE SIGN ASSEMBLY

STANDARD BARRICADE TYPE III-B

STANDARD BARRICADE TYPE III-A

D

C

A

B

LEGEND

CONSTRUCTION SIGN TYPE A

XW20-3

R11-3

R11-2

SIGN SCHEDULE

ROAD CLOSED AHEAD

SIGN DESCRIPTION

ROAD CLOSED LOCAL TRAFFIC ONLY

ROAD CLOSED

TYPE "A"

TYPE "B"

TYPE "B"

SIZE

(60"x60")

12' PANEL

12' PANEL

(60"x30")

(48"x30")

SIGN

CODE

WARNING

LIGHTS

STANDARD BARRICADE TYPE III-B

STANDARD BARRICADE TYPE III-A

TYPE "B"

(60"x30")

ROAD CLOSED ON OR AFTERDETAIL "A"

SPECIAL SIGN ASSEMBLY (DETAIL "A")

E

E

DETAIL "A"

PRE-CLOSURE WARNING SIGN

ROAD CLOSED

ON OR AFTER

X/XX/21

* *

NOT TO SCALE

NOTES

Pre-Closure Warning Signs shall have Black Alpha Numerical

Characters (6-Series C) on an Orange Background.

JDC RWM

MWP JDC

AS SHOWN

NONE

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

2021 TC CULVERT REPLMTS.

12

27

MAINTENANCE OF TRAFFIC

(SHF508)

7/2/21

SCALE IN MILES

.25 .50 1.750

MAINTENANCE OF TRAFFIC

RMA-1

DETOUR

(1 Total)

ROAD

STOCKWELL

WEST

RMA-5

DETOUR

(2 Total)

EAST

RMA-6

DETOUR

(2 Total)

WEST

ROAD

STOCKWELL

ROAD

STOCKWELL

RMA-7

DETOUR

(1 Total)

EAST

RMA-8

DETOUR

(1 Total)

WEST

END END

ROAD

STOCKWELL

ROAD

STOCKWELL

G

DETAIL "B"

ROAD CLOSED SIGN

STOCKWELL ROAD

CLOSED

AHEAD

* *

NOT TO SCALE

RMA-4

DETOUR

(1 Total)

EAST

ROAD

STOCKWELL

T

G

(72" RCP)

(66" RCP)

(

6

"

C

M

P

)

T

T

T

OHU

OHU

OHU

OHU

OHUOHU OHU

OHU OHU

N 50°02'23" E

PLAN

SCALE: 1" = 20'

LINE "A"

STOCKWELL ROAD

Apparent R/WApparent R/W

12

+0

0

13

+0

0

14

+0

0

11

+0

0

10+

00

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 X X X X X

11+50

Proposed Structure (SHF508)

78 Lft. 8' x 7' Precast Reinforced

Concrete Box Culvert w/Precast

Wingwalls Req'd.

Apparent 25' R/W

Apparent 25' R/W

A

p

p

a

r

e

n

t R

/W

A

p

p

a

re

n

t R

/W

A

p

p

a

r

e

n

t R

/W

A

pparent R

/W

A

p

p

a

r

e

n

t R

/W

Existing CM Pipe Arch

(To Be Removed)

Flo

w

GAMBLE, NORMA JEAN &GAMBLE, STEVEN D.

SECTION 33, T-22-N, R-3-W,

SHEFFIELD TWP, TIPPECANOE CO.

GAMBLE, NORMA JEAN &GAMBLE, STEVEN D.

SECTION 33, T-22-N, R-3-W,

SHEFFIELD TWP, TIPPECANOE CO.

T

R

I

B

.

T

O

L

A

U

R

A

M

I

E

C

R

E

E

K

Gravel Drive

11

+8

5

12

+3

5

End Project

Sta. 13+50

Begin Project

Sta. 10+70

TBM #1 on

Exist. Pwp

TBM #2 on

Exist. Pwp

Gas Valve

Gas Marker

12+10.0

Line "A"

No Skew

80 Tons 1'-6" Deep Revetment Riprap Required on

146 Sys Geotextiles Type 2B.

13 Tons 12" Deep Revetment Riprap Required on

50 Sys Geotextiles Type 2B.

Note: Apparent R/W shown was taken from

old plans (No date on plans).

40'

12+10

50'

12+10

50'

14+00

F.L.

13+00

25'

11+00

25'

11+00

F.L.

R

K

R

Constr. Limits

Constr. Limits

Constr. Limits

Constr. Limits

Reset Existing Sign

Full Depth Sawcut

Full Depth Sawcut

UGTUGT UGT UGT UGT UGT UGT

UGT

UGT

UGT

UG

T

UGT UGT UGT UGTUGT

Frontier Buried

Copper Line

Frontier Buried

Copper Line

741.18

741.23

741.22

664.XX

664.XX

741.10

741.10

741.09

Existing Road Profile

Proposed Road Profile

Proposed 8' Span x 7' Culvert

Inlet El. 723.23

Outlet El. 724.69

PROJECT LIMITS

13+

50

741.15

664.XX

664.XX

-0.xx%

-X.XX%

Full Depth HMA Limits

10+

70

Mill & Overlay LimitsMill & Overlay Limits

Exist. 96" x 68" Pipe Arch

Inlet El. 725.58

Outlet EL. 724.94

741.13

741.12

741.26

11+

85

12+

35

741.18

Begin Project

End Project

Existing Culvert (SHF508)

9' Cover

Not to Scale

Profile Grade

Exist. Structure

96" Span x 68" Rise

PROFILE

SCALE: 1" = 20' HORIZ.

1" = 10' VERT.

STREAM PROFILE

PRECAST CONCRETE BOX CULVERT

8'-0" SPAN, 7'-0" RISE NO SKEW

ON STOCKWELL RD. OVER TRIB. TO LAURAMIE CREEK

TIPPECANOE COUNTY

BENCH MARK DATA

12+00 13+00

750

14+00

T.B.M. 1 - EL. 740.73

R/R Spike Set 1 Foot Above Grade on the Southside of Pwp (PC2-86-4) 711'

Northeast of the Intersection of Stockwell Road and 800 South - Sta. 13+08.85,

25.75' Lt. "A"

NOTE: Horizontal Control was Based on NAD 83 (1986) & Vertical Control was

Based on (NAVD88).

740

730 730

740

750

JDC RWM

MWP JDC

1" = 20'-0"

1" = 10'-0"

LAYOUT SHEET (SHF508)

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

13

27

LINEAR GRADING

STA. 10+70 TO 13+50 = 280 Lft.

7/2/21

11+00

Existing

Profile Elev.

Proposed

Profile Elev.

Existing

Profile Elev.

Proposed

Profile Elev.

720 720

9700113

No.

STATE OF

.

Control Point 103

Sta. 12+68.23; 13.81' Rt. "A"

Rebar Set

N 155475.1563

E 824643.5575

Elev. 740.50

Control Point 104

Sta. 9+58.65; 24.13' Lt. "A"

Rebar Set

N 155305.4096

E 824381.9071

Elev. 739.96

10+00

T.B.M. 2 - EL. 738.31

R/R Spike Set 1 Foot Above Grade on the Southside of Pwp (PC2-86-3) 484'

Northeast of the Intersection of Stockwell Road and 800 South - Sta. 11+30.2,

25.3' Lt. "A"

P.O.T.

Sta. 10+00; ℄ "A"

Paper Point

N 155313.4712

E 824429.0949

Elev. 741.26

P.O.T.

Sta. 14+00; ℄ "A"

Paper Point

N 155570.3731

E 824735.6913

Elev. 741.09

50+00

727.3

720

725

730

735

Flow

Exist. Profile

DOWNSTREAMUPSTREAM

Line "A"

Exist. Structure

51+00 52+00 53+00

Inv. 724.94

Inv. 725.58

727.7

726.5

725.5

722.9

724.1

722.1

721.1

720

725

730

735

Drainage Area = 0.09 Sq. Mi.

Q

100

Discharge = 60 Cfs

Q

100

/OHW Elevation = 726.59 Ft.

Proposed Culvert

Opening Below Q

100

El. = 13.0 Sft.

Q

100

Backwater = 0.47 Ft.

Q

25

Velocity = 3.94 fps

Existing Culvert

Opening Below Q

100

El. = 9.6 Sft.

Q

100

Backwater = 1.00 Ft.

Q

25

Velocity = 5.22 fps

HYDRAULIC DATA

1'-6" Deep Revetment

Riprap on Geotextiles

Type 2B

1'-0" Deep Revetment

Riprap on Geotextiles

Type 2B

EXISTING TYPICAL SECTION (SHF508)

E

K

E

10'-6"

10'-6"5'-0"5'-0"

21'-0"

℄ Roadway &

Line "A"

2% Slope

2% Slope

Profile Grade

741.11 - Exist.

8%

Slo

pe

2

:

1

2

:

1

Scale:

1

4

" = 1'-0"

8%

Slo

pe

LEGEND

K220#/SYD. HMA Surface Type B on

440#/SYD. HMA Intermediate Type B on

6" Compacted Aggregate Base, No. 53

E

Earth

Existing 96" x 68" Culvert

(El. 724.94)

(El. 725.58)

Proposed 8' x 7' Culvert

6

:1

6

:1

11'-0"

11'-6"

1'-0"

11'-0"11'-6"

1'-0"

78'-0" Out to Out Structure

0.7%

3" Sump

Revetment

Riprap Req'd.

Inv. El. 724.74

Inv. El. 725.29

El. 733.41

El. 733.96

1'-0"

(Typ.)

1'-6"

8"

4

1

4

1

Structure

Backfill

Type 2

Profile Grade

CULVERT ELEVATION

Scale:

3

8

" = 1'-0"

Q

100

/OHW

EL. 726.59

K

Remove Soils &

Replace w/1'-0"

#8 CAB

U/S El. 725.54

D/S El. 724.99

8"

7'-0"

8'-0"

Varies 8'-2" to 8'-5"

8"

U/S Inv. El. 725.29

D/S Inv. El. 724.74

3" Sum

p

T

G

(72" RCP)

(66" RCP)

(

6

"

C

M

P

)

T

T

TT

T

T

OH

U

OH

U

OHU

OH

U

OH

U

OHU

OHU OHUOHU

OHUOHU

OHUOHU

OHUOHU

OHUOHU

Line "A"

STOCKWELL ROAD

Apparent R/W

Apparent R/W

12+

00

13+

00

14+

00

11+

00

10+

00

X X X X XX X X X X X X X

X X X X X X X X XX X X X X X X X X

X X X X X X X X XX X X X X X X X X

X X X X X X X X XX

11+50

Proposed Structure (SHF508)

78 Lft. 8' x 7' Precast Reinforced

Concrete Box Culvert w/Precast

Wingwalls Req'd.

Apparent 25' R/W

Apparent 25' R/W

A

p

p

a

r

e

n

t

R

/

W

A

p

p

a

re

n

t R

/

W

A

p

p

a

r

e

n

t

R

/

W

A

p

p

a

re

n

t R

/

W

A

p

p

a

r

e

n

t

R

/

W

Existing CM Pipe Arch

(96" Span, 68" Rise)

(To Be Removed)

Flow

GAMBLE, NORMA JEAN &GAMBLE, STEVEN D.

SECTION 33, T-22-N, R-3-W, SHEFFIELD

TWP, TIPPECANOE CO.

GAMBLE, NORMA JEAN &GAMBLE, STEVEN D.

SECTION 33, T-22-N, R-3-W, SHEFFIELD

TWP, TIPPECANOE CO.

T

R

I

B

.

T

O

L

A

U

R

A

M

I

E

C

R

E

E

K

(Gravel Drive)

+10

℄, Line "A"

R

R

K

Wing "A"

Wing "B"

Wing "C"

Wing "D"

Flexible Delineator

Post Req'd (Typ.)

11+

85

12+

35

LOCATION

Stockwell Road over

Tributary to Lauramie Creek

CULVERT PLAN

Scale: 1" = 20'-0"

JDC RWM

MWP JDC

AS SHOWN

NONE

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

14

27

GENERAL PLAN (SHF508)

9700113

No.

STATE OF

.

7/2/21

21-4461

2

:

1

E

8%

Slo

pe

Structure Backfill

Type 2

TYPICAL SECTION THRU BACKFILL

Scale:

1

2

" = 1'-0"

4'-0"

2'-0"

8'-8"

1'-6"

1'-0"

1'-6"

1

1

220#/Sys HMA Surface Type B on

440#/Sys HMA Intermediate Type B on

6" Compacted Aggregate Base, #53

K

E6" Earth

Wingwall

Remove Soils & Replace

w/4" #8 C.A.B.

2'-0"

Revetment Riprap

on Geotextiles Type

2B Req'd.

1'-6"

JDC RWM

MWP JDC

AS SHOWN

AS SHOWN

(SHF508)

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

15

27

7-2-21

21-4461

TC 2021 CULVERT REPLMTS.

E

6

"

K

1

2

"

Legend

16'-0"

8'-8"

2'-0"

WINGWALL ELEVATION (SHF508)

Scale:

3

8

" = 1'-0"

WING "A","B","C", & "D"

WINGWALL DETAILS

U.S. El. 723.29

D.S. El. 722.74

U.S. El. 725.29

D.S. El. 724.74

U.S. El. 733.96

D.S. El. 733.41

0

80 70 60

80 70 60

50 40 30 20 10 10 20 30 40 50 60 70 80

70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 10+00 TO 11+50

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

16 27

TC 2021 CULVERT REPLMTS.

10

50

+

11

00

+

11

50

+

10

00

+

745

740

735

0

50 40 30 20 10 10 20 30 40 50

741.25

60

App. R/W

App. R/W

Line "A"

741.18

App. R/W

App. R/W

Line "A"

741.23

App. R/W

App. R/W

Line "A"

741.22

App. R/W

App. R/W

Line "A"

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 0 Sft.

Vf = 0 Cys.

A

benching

= 0.0 Sft.

V

benching

= 0 Cys.

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 3.6 Sft.

Vf = 2 Cys.

A

benching

= 0.0 Sft.

V

benching

= 0 Cys.

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 36.4 Sft.

Vf = 37 Cys.

A

benching

= 33.9 Sft.

V

benching

= 31 Cys.

Begin Project

Sta. 10+70

745

740

735

745

740

735

745

740

735

+30.2 PWP

2

:

1

6

:1

6

:1

2

:

1

2

:

1

2

:

1

6

:1

6

:1

TELEPH

ON

E

FIBER O

PTIC

- Indicates Existing Telephone

- Indicates Existing Fiber Optic

+xx PWP

- Indicates Existing Power Pole

UTILITY LEGEND

(Applies to all Sheets)

GAS

- Indicates Existing Gas line

NOTE: Actual Depths of Buried

Utilities are Unknown.

0

0

80 70 60

80 70 60

50 40 30 20 10

50 40 30 20 10

10 20 30 40 50

10 20 30 40 50

60 70 80

60 70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 12+00 TO 13+00

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

17 27

12

00

+

12

10

+

12

50

+

13

00

+

Ac = 22.1 Sft.

Vc = 20 Cys.

Af = 123.7 Sft.

Vf = 148 Cys.

A

benching

= 126.2 Sft.

V

benching

= 148 Cys.

741.13

Line "A"

741.11

Line "A"

Line "A"

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 12.7 Sft.

Vf = 67 Cys.

741.14

Line "A"

A

benching

= 19.9 Sft.

V

benching

= 88 Cys.

741.12

VERTICAL SECTION

CULVERT SECTION

App. R/W

App. R/W

App. R/W

App. R/W

App. R/W

TC 2021 CULVERT REPLMTS.

740

735

740

735

740

735

740

735

730

+08.8 PWP

2% Slope

2% Slope

8%

Slo

pe

2

:

1

2

:

1

8%

Slo

pe

6

:1 6

:1

Ac = 0.0 Sft.

Vc = 12 Cys.

Af = 59.8 Sft.

Vf = 66 Cys.

A

benching

=74.8 Sft.

V

benching

= 83 Cys.

Ac = 21.4 Sft.

Vc = 16 Cys.

Af = 59.8 Sft.

Vf = 0 Cys.

A

benching

=74.8 Sft.

V

benching

= 0 Cys.

STA. 12+20

2

:

1

6

:1

2

:

1

6

:1

2

:

1

6

:1

6

:1

6

:1

2

:

1

2

:

1

2

:

1

6

:1

App. R/W

App. R/W

App. R/W

2

:

1

2

:

1

VERTICAL SECTION

STA. 12+00

0

0

80 70 60

80 70 60

50 40 30 20 10

50 40 30 20 10

10 20 30 40 50

10 20 30 40 50

60 70 80

60 70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 13+50 TO 14+00

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

18 27

13

50

+

14

00

+

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 1.4 Sft.

Vf = 13 Cys.

741.10

Line "A"

A

benching

= 0.0 Sft.

V

benching

= 18 Cys.

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 0.0 Sft.

Vf = X Cys.

741.00

Line "A"

A

benching

= X.X Sft.

V

benching

= X Cys.

End Project

Sta. 13+50

TC 2021 CULVERT REPLMTS.

670

665

660

App. R/W

App. R/W

670

665

660

App. R/W

App. R/W

FULL DEPTH SECTION (WEA204)

E

K

E

10'-6" 10'-6"

21'-0"

℄ Roadway &

Line "A"

2% Slope

2% Slope

Profile Grade

8%

Slo

pe

2

:

1

2

:

1

Scale:

1

4

" = 1'-0"

Sta. 12+40 To 13+00 Line "A"

8%

Slo

pe

TYPICAL OVERLAY SECTION (WEA204)

E

R

E

10'-6" 10'-6"2'-0" 2'-0"

21'-0"

℄ Roadway &

Line "A"

2% Slope

2% Slope

Profile Grade8%

Slo

pe

6

:

1

Scale:

1

4

" = 1'-0"

Sta. 11+00 To 12+40 Line "A"

Sta. 13+00 To 14+00 Line "A"

8%

Slo

pe

Varies 0'-0" to

14'-6"

6

:1

Varies 0'-0" to

14'-6"

16'-6" 16'-6"

(

4

:

1

M

a

x

.)

GRADING PLAN

Scale: 1" = 20'

℄ Line "A"

CR 450 E

Flow

CR

5

00

S

12

+0

0

13

+0

0

14

+0

0

15

+0

0

11

+0

0

KR R

10'-6"

10'-6"

2'-0"

(T

yp.)

14'-6"

(T

yp.)

10:1 (T

yp.)

12+

50

12+

95

Varies

8%

to 6:1

12+

40

13+

00

11+

39.56

14+

00

12+

45

12+

90

11+

36.06

14+

00

E

E

Varies

8%

to 6:1

2'-0"

2'-0"

K

LEGEND

NOTES

220#/SYD. HMA Type B Surface on

440#/SYD. HMA Type B Intermediate on

6" Compacted Aggregate Base, No. 53

JDC RWM

MWP JDC

AS SHOWN

NONE

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

19

27

Slopes Steeper Than 3:1 to Receive Soil Capping and

Erosion Control Blankets. See Special Provisions.

TYPICAL SECTIONS

(WEA204)

9700113

No.

STATE OF

.

7/2/21

E

Earth

R

165#/SYD. HMA Type B Surface on

1

1

2

" HMA Surface Milling

UTILITY INFORMATION

Phone

Frontier Communications

Chuck McKean

Phone: 219-531-6947

E-mail: Chuck.McKean@ftr.com

500 EAST

600 SOUTH

500 SOUTH

450 EAST

450 SOUTH

550 SOUTH

CULVERT WEA204

XW20-3

D

RMA-3

F

A

C

R11-3

DETOUR

XM4-10R

B

RMA-1

F

RMA-4

F

C

A

B

RMA-7

F

R11-2

C

R11-3

DETOUR

XM4-10L

RMA-4

F

RMA-4

F

U

S

5

2

575 EAST

XW20-3

RMA-2

F

D

RMA-1

F

B

C

R11-3

DETOUR

XM4-10L

B

RMA-1

F

XW20-3

D

RMA-3

F

RMA-8F

E

E

RMA-5

F

RMA-6

F

RMA-6

F

RMA-5

F

ROAD CLOSURE SIGN ASSEMBLY

STANDARD BARRICADE TYPE III-B

STANDARD BARRICADE TYPE III-A

D

C

A

B

LEGEND

CONSTRUCTION SIGN TYPE A

XW20-3

R11-3

R11-2

SIGN SCHEDULE

ROAD CLOSED AHEAD

SIGN DESCRIPTION

ROAD CLOSED LOCAL TRAFFIC ONLY

ROAD CLOSED

TYPE "A"

TYPE "B"

TYPE "B"

SIZE

(60"x60")

12' PANEL

12' PANEL

(60"x30")

(48"x30")

SIGN

CODE

WARNING

LIGHTS

STANDARD BARRICADE TYPE III-B

STANDARD BARRICADE TYPE III-A

TYPE "B"

(60"x30")

ROAD CLOSED ON OR AFTER DETAIL "A"

SPECIAL SIGN ASSEMBLY (DETAIL "A")

E

E

DETAIL "A"

PRE-CLOSURE WARNING SIGN

ROAD CLOSED

ON OR AFTER

X/XX/21

* *

NOT TO SCALE

NOTES

PRE-CLOSURE WARNING SIGNS SHALL HAVE BLACK ALPHA

NUMERICAL CHARACTERS (6-SERIES C) ON AN ORANGE

BACKGROUND.

JDC RWM

MWP JDC

AS SHOWN

NONE

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

2021 TC CULVERT REPLMTS.

20

27

MAINTENANCE OF TRAFFIC

(WEA204)

7/2/21

MAINTENANCE OF TRAFFIC

SCALE IN MILES

.25 .50 1.750

RMA-2 RMA-4

DETOUR DETOUR

(1 Total)

(3 Total)

450E

CR

450E

CR

NORTHSOUTH

RMA-1

DETOUR

(3 Total)

450E

CR

SOUTH

RMA-3

DETOUR

(2 Total)

450E

CR

NORTH

RMA-5

DETOUR

(2 Total)

450E

CR

SOUTH

RMA-6

DETOUR

(2 Total)

450E

CR

NORTH

RMA-7

DETOUR

(1 Total)

NORTH

RMA-8

DETOUR

(1 Total)

SOUTH

END END

PLAN

Scale: 1" = 20'

T

(6

0

" C

M

P

)

(6

0

" C

M

P

)

℄ Line "A"

Proposed Structure (WEA204)

56 Lft. 18' x 6' Precast Reinforced

Concrete Box Culvert w/Precast

Headwalls & Wingwalls Req'd.

CR 450 E

Apparent 20' R/W

Apparent 20' R/W

Apparent 20' R/WApparent 20' R/W

Existing Twin 66" Dia. CMP

Pipes (To Be Removed)

Flow

KRAUSE, PHILIP C.& ELIZABETH B.

SECTION 24, T-22-N, R-4-W,

WEA TWP, TIPPECANOE CO.

LAHRMAN, JAMES R.& LISA D.

SECTION 24, T-22-N, R-4-W,

WEA TWP, TIPPECANOE CO.

CR

500 S

12

+0

0

13

+0

0

14

+0

0

15

+0

0

11

+0

0

ILG

EN

FRITZ BRAN

CH

Control Pt. 101

Pedestal

TBM 1 on

Headwall

5

°

R

t. S

k

e

w

Exist. Stop

Sign w/Co.

Rd. Signs

(Cultivated)(Cultivated)

(Cultivated)

(Cultivated)

(Asphalt)(Asphalt)

(A

sp

ha

lt)

(Cultivated)

Section Corner

(DD-31) (Fnd.

Rebar Flush)

12+70 Line "A"

5° Rt. Skew

130 Tons Class 1 Riprap 24" Deep on

180 Sys Geotextiles Req'd.

KR R

Full Depth

Sawcut

Full Depth

Sawcut

Constr. Limits

Constr. Limits

Constr. Limits

Constr. Limits

Apparent 75' D

rainage E

asem

ent

Apparent 75' D

rainage E

asem

ent

Begin Project

Sta. 11+00

End Project

Sta. 14+00

UGT

UGT

UGTUGT UGT

UGT

UGTUGT

UGT

FO

FO

FOFO

FO

FO

FO FO FO FO

Frontier Buried

Copper Line

Frontier Buried

Fiber Optic Line

Frontier Buried

Copper Line

Frontier Buried

Fiber Optic Line

664.91

664.83

664.85

664.85

664.71

664.65

664.91

665.17

Existing Road Profile

Proposed Road Profile

Proposed Structure

18' x 6' Culvert

Inlet El. 655.92

Outlet El. 655.25

Exist. 66" Dia. Pipe

Inlet El. 657.00

Outlet EL. 656.18

Project Limits

13+

00

664.55

664.55

664.60

Full Depth HMA Limits

14+

00

Mill & Overlay Limits

Exist. 66" Dia. Pipe

Inlet El. 657.22

Outlet EL. 656.34

664.71

664.60

12+

40

-0.22%

Mill & Overlay Limits

11+

00

664.91

664.83

664.65

664.73

Begin Project

End Project

2.2' Cover

Existing Culvert (WEA204)

Not to Scale

Profile Grade

Exist. Structures

66" Dia.

Flow

0 100' 300'200'

655

660

Line "A"

DOWNSTREAMUPSTREAM

STREAM PROFILE

Exist. Profile

665

659.3

656.5

663.8

656.8

655.7

655.9

656.4

+68

Exist. 66" Dia. Culverts

Outlet Elevs.

North Pipe 656.34

South Pipe 656.18

Inlet Elevs.

North Pipe 657.22

South Pipe 657.00

PROFILE

Scale: 1" = 20' Horiz.

1" = 10' Vert.

PRECAST CONCRETE BOX CULVERT

18'-0" SPAN, 6'-0" RISE

5° RT. SKEW

ON CR 450E OVER ILGENFRITZ BRANCH

TIPPECANOE COUNTY

BENCH MARK DATA

12+00 13+00

680

14+00

T.B.M. 1 - EL. 657.63

Chiseled Triangle Set on the Eastern Culvert Headwall 180' South of the

Intersection of 500 South and 450 East. Sta. 12+67.6, 35.7' Rt. "A"

NOTE: Horizontal Control was Based on NAD 83 (1986) & Vertical Control was

Based on (NAVD88).

670

660 660

670

680

JDC RWM

MWP JDC

1" = 20'-0"

1" = 10'-0"

LAYOUT SHEET (WEA204)

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

21

27

LINEAR GRADING

Sta. 11+00 TO 14+00 = 300 Lft.

7/2/21

11+00

Existing

Profile Elev.

Proposed

Profile Elev.

Existing

Profile Elev.

Proposed

Profile Elev.

P.O.T.

Sta. 12+00 ℄ "A"

Paper Point

N 170662.1743

E 810033.9047

P.O.T.

Sta. 14+00 ℄ "A"

Paper Point

N 170862.1697

E 810032.5478

650 650

9700113

No.

STATE OF

.

15+00

Control Point 102

Sta. 10+08.31; 13.54' Lt. "A"

Rebar Set

N 170470.4010

E 810021.6676

Elev. 664.68

Control Point 101

Sta. 12+45.80; 14.97' Lt. "A"

Rebar Set

N 170708.0786

E 810048.5645

Elev. 664.12

Section Corner (DD-31)

Sta. 15+63.32; 0.86' Lt. "A"

Rebar Fnd. (Flush)

N 171025.4825

E 810030.5779

Elev. 665.23

Drainage Area = 2.34 Sq. Mi.

Q

100

Discharge = 828 cfs

Q

100

Elevation = 663.12 Ft.

Ordinary High Water Elevation = 657.68 Ft.

Proposed Culvert

Opening Below Q

100

El. = 89.0 Sft.

Q

100

Backwater = 0.93 Ft

Q

25

Velocity = 7.00 fps

Existing Culvert

Opening Below Q

100

El. = 47.6 Sft.

Q

100

Backwater = 1.00 Ft.

Q

25

Velocity = 7.81 fps

HYDRAULIC DATA

2'-0" Deep Class 1

Riprap on Geotextiles

Type 2B

EXISTING TYPICAL SECTION (WEA204)

E

K

E

10'-6"

21'-0"

℄ Roadway &

Line "A"

2% Slope

2% Slope

Profile Grade

(664.63)

8%

Slo

pe

Scale:

1

4

" = 1'-0"

8%

Slo

pe

K

LEGEND

220#/SYD. HMA Surface Type B on

440#/SYD. HMA Intermediate Type B on

6" Compacted Aggregate Base, No. 53

EEarth

Existing Twin Cmp Pipes

(Exist Outlet

El. 656.18)

(Exist. Inlet

El. 657.00)

16'-6"

1'-0"

16'-6"

1'-0"

1.2%

12'-0"

12'-0"

1'-0" Depth of

#8 CAB

2'-0" Depth of

Revetment Riprap on

Geotextiles

R

165 Syd. HMA Surface Type B on

1

1

2

" Surface Milling

Inlet El. 655.92

Inlet El. 655.25

1'-0" Sump

56'-0"

10'-6"

El. 663.25

El. 663.92

1'-0"

(Typ.)

Reconstruct Existing Flowline

w/Natural Materials

Throughout Structure

6'-0"

18'-0"

1'-6"

4

1

4

1

12"

Structure Backfill

Type 2

CULVERT ELEVATION

Scale:

3

8

" = 1'-0"

OHW EL. 657.68

Q

100

EL. 663.12

Remove Soils & Replace

w/1'-0" #8 CAB

U/S El. 656.92

D/S El. 656.25

Profile Grade

K

12"

Varies 1'-8"

to 1'-11"

U/S El. 655.92

D/S El. 655.25

1'-0" Sum

p

Reconstruct Existing Flowline

w/Natural Materials Thoughout

Structure (Estimated 70 cys.)

7'-0"

5

:

1

(

T

y

p

.)

PLAN

Scale: 1" = 20'

T

℄ Line "A"

Proposed Structure (WEA204)

56 Lft. 18' x 6' Precast Reinforced

Concrete Box Culvert w/Precast

Headwalls & Wingwalls Req'd.

CR 450 E

Apparent 20' R/W

Apparent 20' R/W

Apparent 20' R/WApparent 20' R/W

Existing Twin CMP Pipes

(To Be Removed)

Flow

KRAUSE, PHILIP C.& ELIZABETH B.

SECTION 24, T-22-N, R-4-W,

WEA TWP, TIPPECANOE CO.

LAHRMAN, JAMES R.& LISA D.

SECTION 24, T-22-N, R-4-W,

WEA TWP, TIPPECANOE CO.

CR 500 S

12+

00

13+

00

14+

00

11+

00

ILG

EN

FRITZ BRAN

CH

Control Pt. 101

Pedestal

Exist. Stop Sign

w/Co. Rd. Signs

5

°

R

t. S

k

e

w

TBM 1 on

Anchorwall

(Cultivated)

(Cultivated)

(Cultivated)

(Cultivated)

(Asphalt)

(Asphalt)

(Asphalt)

12+70, Line "A"

5° Rt. Skew

K

R

R

16.5'

10'-6"

10'-6"

16.5'

Wing "D"

Wing "C"

Wing "B"

Wing "A"

A

p

p

a

re

n

t 7

5

' D

ra

in

a

g

e

E

a

se

m

e

n

t

A

p

p

a

re

n

t 7

5

' D

ra

in

a

g

e

E

a

se

m

e

n

t

Flexible Delineator

Post Req'd (Typ.)

LOCATION

CR 450 E over Ilgenfritz Branch

JDC RWM

MWP JDC

AS SHOWN

NONE

SURVEY BOOK

DESIGNATION

PROJECT

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

TC 2021 CULVERT REPLMTS.

22

27

GENERAL PLAN (WEA204)

9700113

No.

STATE OF

.

7/2/21

PRECAST CONCRETE BOX CULVERT

18'-0" SPAN, 6'-0" RISE

5° RT. SKEW

ON CR 450E OVER ILGENFRITZ BRANCH

TIPPECANOE COUNTY

8%

Slo

pe

Structure Backfill

Type 2

TYPICAL SECTION THRU BACKFILL

Scale:

1

2

" = 1'-0"

4'-0"

2'-0"

8'-0"

1'-6"

1'-0"

1'-6"

1

1

220#/Sys HMA Surface Type B on

440#/Sys HMA Intermediate Type B on

6" Compacted Aggregate Base, #53

K

E6" Earth

Wingwall

Remove Soils & Replace

w/4" #8 C.A.B.

1'-6"

JDC RWM

MWP JDC

AS SHOWN

AS SHOWN

(WEA204)

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

23

27

7-2-21

21-4461

TC 2021 CULVERT REPLMTS.

E

6"

K

Legend

15'-0"

8'-0"

2'-0"

WINGWALL ELEVATION (WEA204)

Scale:

3

8

" = 1'-0"

WING "A","B","C", & "D"

WINGWALL DETAILS

U.S. El. 653.92

D.S. El. 653.25

U.S. El. 655.92

D.S. El. 655.25

U.S. El. 663.92

D.S. El. 663.25

0

80 70 60

80 70 60

50 40 30 20 10 10 20 30 40 50 60 70 80

70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 10+00 TO 11+50

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

24 27

TC 2021 CULVERT REPLMTS.

10

50

+

11

00

+

11

50

+

10

00

+

670

665

660

0

50 40 30 20 10 10 20 30 40 50

665.37

60

App. R/W

App. R/W

Line "A"

635.11

App. R/W

App. R/W

Line "A"

664.91

App. R/W

App. R/W

Line "A"

664.83

App. R/W

App. R/W

Line "A"

670

665

660

670

665

660

670

665

660

Begin Project

Sta. 11+00

2% Slope

2% Slope

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 5.0 Sft.

Vf = 6 Cys.

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 1.5 Sft.

Vf = 0 Cys.

6

:

1 6

:

1

TELEPH

ON

E

FIBER O

PTIC

- Indicates Existing Telephone

- Indicates Existing Fiber Optic

+xx PWP

- Indicates Existing Power Pole

UTILITY LEGEND

(Applies to all Sheets)

GAS

- Indicates Existing Gas line

NOTE: Actual Depths of Buried

Utilities are Unknown.

0

0

80 70 60

80 70 60

50 40 30 20 10

50 40 30 20 10

10 20 30 40 50

10 20 30 40 50

60 70 80

60 70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 12+00 TO 13+00

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

25 27

12

00

+

12

50

+

12

70

+

13

00

+

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 9.2 Sft.

Vf = 13 Cys.

664.85

Line "A"

Ac = 20.9 Sft.

Vc = 19 Cys.

Af = 1.2 Sft.

Vf =10 Cys.

664.71

Line "A"

A

benching

= XX.X Sft.

V

benching

= X Cys.

Line "A"

Ac = 21.1 Sft.

Vc = 0 Cys.

Af = 0.2 Sft.

Vf = 0 Cys.

664.60

Line "A"

A

benching

= x.x Sft.

V

benching

= x Cys.

664.65

VERTICAL SECTION

VERTICAL SECTION

CULVERT SECTION (RANGE)

App. R/W

App. R/W

App. R/W

App. R/W

App. R/W

App. R/W

App. R/W

App. R/W

670

665

660

670

665

660

670

665

660

670

665

660

TC 2021 CULVERT REPLMTS.

Existing Culvert

2% Slope

2% Slope

8%

Slo

pe

8%

Slo

pe

2% Slope

2% Slope

Proposed 18' x 6' Culvert

2% Slope

2% Slope

6

:1

8%

8%

6:1

8%

6

:1

0

0

80 70 60

80 70 60

50 40 30 20 10

50 40 30 20 10

10 20 30 40 50

10 20 30 40 50

60 70 80

60 70 80

1" = 5'-0"

1" = 5'-0"

CROSS SECTIONS

LINE "A"; STA. 13+50 TO 15+00

SURVEY BOOK

DESIGNATION

PROJECT

ROAD FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEETS

CHECKED:

DRAWN:

CHECKED:

DESIGNED:

RWM

JDC

JDC

MWP

26 27

13

50

+

14

00

+

Ac = 0.0 Sft.

Vc = 20 Cys.

Af = 12.4 Sft.

Vf = 12 Cys.664.55

Line "A"

664.65

Line "A"

14

50

+

664.91

Line "A"

15

00

+

665.17 Line "A"

End Project

Sta. 14+00

TC 2021 CULVERT REPLMTS.

670

665

660

App. R/W

App. R/W

670

665

660

670

665

660

670

665

660

CR 500 S

Sta. 14+42.7 Lt.

2% Slope

2% Slope

Ac = 0.0 Sft.

Vc = 0 Cys.

Af = 0.8 Sft.

Vf = 12 Cys.

4

:

1

6

:1

QUANTITIES

CU. YDS.

WING & HEADWALLS

CLASS "C"

Totals

ITEM

ABOVE FTG.

CLASS "B"

CU. YDS.

CONCRETE

IN FTG.

CU. YDS.

CLASS "C"

RAILING

CONCRETE

CU. YDS. LIN. FT.

TOTAL

STEEL

REINF.

LBS.

TOTAL

REINF. STEEL

EPOXY CT'D.

LBS. LFT

SEAL

SURFACE

SQ. FT.

GU

ARD

RAIL

NESTED

SH

OP CU

RVED

AT 6'-3" SPA.

STAN

DARD

PO

ST

Totals

FROM

STATION STATION

LEFT

TO

FT.

RIG

HT

FT. FT.

LOCATION W-BEAM GUARDRAIL LENGTH

CONNECTOR

GU

ARD

RAIL

TRAN

SITIO

N

TREATM

EN

T

GU

ARD

RAIL EN

D

GU

ARD

RAIL

FLARE RATE

GU

ARD

RAIL

REM

OVE

TERMINAL

TYPETYPEFT. TYPEEACH EACH

SYSTEM

EACH TYPE

SYSTEM

EACH

CURVED W-BEAM GUARDRAIL SYSTEM

CLASS "B"

(EST'D.)

HOLES IN

FIELD DRILLED

CONCRETE

EACHTONS CU. YDS.

GROUT

NON-SHRINK

AT 6'-3" SPA.

REINF. CONCRETE

BRIDGE APPROACH

12"

SQ. YDS.

GU

ARD

RAIL W

/N

EW

RESET EXISTIN

G

"LO

NG

" (7') PO

STS

FT.

COMPACTED

AGGREGATE

BASE, #8

1,147.3

358.9

INSTALL PRECAST

BOX CULVERT

10' X 7'

52

52

STRUCTURE

BACKFILL,

TYPE 2

CYS

555.1

45

7

202

UNITSDESCRIPTIONITEM

SPEC

CODE SHF508RAN009 WEA204 TOTALS

CONSTRUCTION ENGINEERING1 105 EACH 1

MOBILIZATION AND DEMOBILIZATION2 110

CLEARING RIGHT-OF-WAY3 201

REMOVE EXISTING STRUCTURE4 202

LINEAR GRADING5 203

DEWATERING6 205

TEMPORARY SILT FENCE7 205

STRUCTURE BACKFILL, TYPE 28 211

COMPACTED AGGREGATE BASE, NO. 539 303

COMPACTED AGGREGATE BASE, NO. 810 303

SURFACE MILLING, ASPHALT11 306

HMA, SURFACE, TYPE B

12

402

HMA, INTERMEDIATE, TYPE B

13

402

ASPHALT FOR TACK COAT

14

406

GEOTEXTILES FOR RIPRAP, TYPE 2B

15

616

CLASS 1 RIPRAP

16

616

REVETMENT RIPRAP

17

616

18

19

MULCHED SEEDING, R

20

621 EROSION CONTROL BLANKET21

62122

23

PRECAST REINFORCED CONCRETE BOX CULVERT, 10 FT. X 7 FT.24 714

PRECAST REINFORCED CONCRETE BOX CULVERT, 18 FT. X 6 FT.25 714

MAINTENANCE OF TRAFFIC

26

801

FLEXIBLE DELINEATOR POST

27

804

LINE, PAINT, SOLID, WHITE, 4 IN.

28

808 LINE, PAINT, SOLID, YELLOW, 4 IN.

808

LOCATION

(APPROACH TYPE

OR CLASS)

WID

TH

LEN

GTH

DISTAN

CE

BEYO

ND

R/W

LIN

E

RAD

II

Ft.

GRADE

1

% %

2

ASPH

ALT M

ATERIAL

FO

R TACK CO

AT

TON TON

CO

MPACTED

AG

GREG

ATE

BASE

ASPH

ALT

CO

NCRETE

SURFACE

BEYOND R/W LINE

REMARKS

DEPTH

DEPTH

CLEAR ZO

NE

AT D

RIVE

DESCRIPTION

6 IN

REINFORCED

CEMENT

CONCRETE

PAVEMENT

DEPTH

HMA

MAINLINE FULL DEPTH

TYPE B

IN

TERM

ED

IATE

LBS/SQ. SYD.

440

BASE

TYPE B

330

TYPE A

APPROACHES

SU

RFACE

TYPE B

IN

TERM

ED

IATE

TYPE B

8 IN

SHOULDERS

Ft. Ft. Ft. SFT LFT Ft. TON TON

TON

LBS/SQ. SYD.

TONSFTSFT SYS TON

165 385

SYS

TYPE A

SU

RFACE

TON

6 IN

K

K

J

J

TONTON

275165

LBS/SQ. SYD.

K

TYPE B

SU

RFACE

TON

220

IN

TERM

ED

IATE

HM

A M

ILLIN

G

12+43 to 12+93

INCIDENTAL OVERLAY

TYPE B

SU

RFACE

TYPE B

IN

TERM

ED

IATE

LBS/SQ. SYD.

TONTON

VARIABLE165

1 1/2" D

EPTH

8 IN

LINE "A"

15 29 119

2,436

TON

12 IN

9347

41

131

SLOPE

WEST EAST

EMBANKMENT

RATE RATE

COMPACTED AGGREGATE

BASE NO. 53

FOR SHOULDERS

LINEAR GRADING

R

VARIABLE

TON

COMPACTED AGGREGATE

BASE NO. 53

10+50 to 12+43

12+93 to 15+00

21 50

193

207

21

21

456

489

2,056

41

44

456

489

186

LFT

INSTALL PRECAST

BOX CULVERT

8' X 7'

78

78

233.3

SHF508 11+85 to 12+35

11941

10+70 to 11+85

12+35 to 13+50

21 50

115

115

21

21

272

272

25

25

272

272

RAN009

12+40 to 13+00

14249

11+00 to 12+40

13+00 to 14+00

21 60

140

100

21

21

331

236

30

21

331

236

WEA204

15 29

17 35

SODDING

FROM

STATION

TO

STATION

LEFT

MED

IAN

RIG

HT

LOCATION RIPRAP

TON SYS

GEO

TEXTILES

REVETM

EN

T

RIPRAP

CLASS 1

RIPRAP

FO

R PAVED

SID

E D

ITCH

ES

FO

R

DITCH

ES

FO

R

MED

IAN

FO

R

SH

OU

LD

ER

BREAK

NU

RSERY

SO

DD

IN

G

FO

R LAW

NS

SO

DD

IN

G AT

BRID

GE CO

NE

TO

TAL SO

DD

IN

G

Totals

TON SYS SYS SYS SYS SYS SYS SYS SYS

MU

LCH

ED

SEED

IN

G

"R"

EROSION CONTROL

BLANKET

SYSKGAL

WATER

SYS

FERTILIZER

SYS

MU

LCH

IN

G

MATERIAL

TYPE 2B

SEEDING

WEA204

SH

F508

RAN

009

CU

LVERT N

UM

BER

LFT

INSTALL PRECAST

BOX CULVERT

18' X 6'

56

56

PRECAST REINFORCED CONCRETE BOX CULVERT, 8 FT. X 7 FT.714

Mainline Full Depth

Incidental Constr.

Incidental Constr.

Mainline Full Depth

Incidental Constr.

Incidental Constr.

Mainline Full Depth

Incidental Constr.

Incidental Constr.

Culvert RAN009

Wingwalls

Culvert SHF508

Wingwalls

Culvert WEA204

Wingwalls

Totals

54

7

83

6

29

LINE, PAINT, BROKEN, YELLOW, 4 IN.

808

W-BEAM GUARDRAIL, 6'-3" SPA.601

GUARDRAIL END TREATMENT, TYPE OS601

EACH 1

EACH 1

EACH 1

LFT 450

EACH 1

LFT 835

CYS 358.9

TON 41

TON 52

SYS 945

TON 100

TON 29

SYS 1,064

LFT 325

EACH 4

SYS 160

TON 62

TON 12

SYS 399

SYS 859

LFT -

LFT 52

LFT -

EACH 1

EACH -

LFT 900

LFT -

LFT 900

1

1

1

1

280

1

460

555.1

41

61

544

65

29

663

-

-

196

-

93

506

1,194

78

-

-

1

4

560

-

560

1

1

1

1

300

1

520

233.3

49

89

567

68

35

709

-

-

180

130

-

-

545

-

-

56

1

4

-

80

600

3

3

3

3

1,030

3

1,815

1,147.3

131

202

2,056

233

93

2,436

325

4

536

192

105

905

2,598

78

52

56

3

8

1,460

80

2,060

859

1,194

545

62

130

12

93

399

506

160

196

180

2,598192 536105 905

12+68

12+10

12+68

10+50

10+70

11+00

15+00

13+50

14+00

TEM

PO

RARY SILT

FEN

CE

LFT

10+50 12+50

12+80 15+00

x x

x x

400

435

RAN

009

CU

LVERT N

UM

BER

12+15 13+77.50

x

11+58.50 13+21.00

x

162.5

162.5

OS 1

OS 1

325

4

OS 1

OS 1

12+1511+65

x

13+77.50 14+27.50

x

x

11+58.5011+08.50

13+21.00 13+71.00

10+70 11+85

12+35 13+50

x x

x x

230

230

11+00 12+55

12+95 14+00

x

x

155

105

11+00 12+45

12+85 14+00

x

x

145

115

1,815

50

193

207

50

115

115

60

140

100

1,030

x x

LIQUID ASPHALT SEALANT

30

306 LFT 42 42 42 126

31

714 RECONSTRUCT EXISTING FLOWLINE LFT 60 80- 140

LINE, PAINT, SOLID, YELLOW, 4 IN

WEA204

SH

F508

RAN

009

CU

LVERT N

O.

LINE, PAINT,BROKEN,YELLOW, 4 IN LINE, PAINT, SOLID, WHITE, 4 IN STATION TO STATION

10+50 TO 15+00 LT.

10+50 TO 15+00 ℄

10+50 TO 15+00 RT.

450 LFT.

450 LFT.

10+70 TO 13+50 LT.

10+70 TO 13+50 ℄

10+70 TO 13+50 RT.

280 LFT.

280 LFT.

900 LFT.

560 LFT.

11+00 TO 14+00 LT.

11+00 TO 14+00 ℄

11+00 TO 14+00 RT.

300 LFT.

300 LFT.

80 LFT.

TOTALS 80 LFT. 2,060 LFT. 1,460 LFT.

JDC RWM

MWP JDC

N/A

N/A

CULVERT SUMMARY

TIPPECANOE COUNTY

HIGHWAY DEPARTMENT

27

27

7-2-21

21-4461

TC 2021 CULVERT REPLMTS.