stage 2 plans us 41 gaff ditch n 250 w meridian rd plansxsect 1700076 for bridge... · n 400 w n...

2726

25

34

35

36

31

30

US 41

SR 14

N 250 W

MERID

IAN

RD

DIVISION RD

G

A

F

F

D

I

T

C

H

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT

BRIDGE FILE

1

Date: Feb 24, 2020, 1:30pm

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File: S:\_2017\217-0372\_D

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APPROVED

FOR LETTING:

DATE

PHONE NUMBER

PLANS

PREPARED BY:

DATE

CERTIFIED BY:

INDIANA DEPARTMENT OF TRANSPORTATION

BRIDGE FILE

PROJECT LOCATION SHOWN BY

PROJECT DESIGNATION

CONTRACT

INDIANA DEPARTMENT

OF TRANSPORTATION

O A

A

AT

I

N TF T R N S PO

RT

AT

ION

NA

DE

PR

ME

ND I

TOTAL LENGTH:

BRIDGE LENGTH:

ROADWAY LENGTH:

MAX. GRADE: %

LATITUDE: LONGITUDE:

MI.

MI.

MI.

Newton County

0.65

0.006

0.037

0.043

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2020

TO BE USED WITH THESE PLANS

(574) 334-5460Lochmueller Group, Inc.

ROUTE: SR 14 AT: RP 2+23

Location Map

Newton County

Scale: 1" = 2,000'

41° 00' 49" 87° 24' 24"

Bridge Replacement, Concrete on SR 14 over Gaff Ditch

Located 2.27 Miles East of US 41

Sections 25 & 36, T-30-N, R-9-W, McClellan Township, Newton County

1700076 1700076

014-56-10319B-40608

1700076

014-56-10319

B-40608 1700076

ELECTRONIC

TRAFFIC DATA

SR 14

A.A.D.T. (2022) 2,274 V.P.D.

A.A.D.T. (2042) 2,909 V.P.D.

D.H.V. (2042)

224 V.P.H.

DIRECTIONAL DISTRIBUTION

55% EB / 45% WB

TRUCKS 34% A.A.D.T.

40% D.H.V.

DESIGN DATA

DESIGN SPEED 55 M.P.H.

PROJECT DESIGN CRITERIA

3R (NON-FREEWAY)

FUNCTIONAL CLASSIFICATION STATE COLLECTOR

RURAL/URBANRURAL

TERRAIN LEVEL

ACCESS CONTROL NONE

STAGE 2 PLANS

03/01/2020

17

FOR SPANS OVER 20 FEET

BRIDGE PLANS

PROJECT NO. 1700076 P.E.

1700076 R/W

1700076 CONST.

STRUCTURE TYPE SPAN AND SKEW OVER STATION

014-56-10319

Precast Reinforced

Concrete Three-Sided

Structure

1 Span: 24'-0",

Skew: 28° Rt.

Gaff Ditch

245+75.98

Line "A"

STRUCTURE INFORMATION

R-9-W R-8-W

T-29-N

T-30-N

T-29-N

T-30-N

R-9-W R-8-W

HUC 12: 071200021301

HUC 14: 07120002150010

Begin Project

Sta. 244+75.00 Line "A"

End Project

Sta. 247+00.00 Line "A"

Structure 014-56-10319

Over Gaff Ditch

Sta. 245+75.98 Line "A"

ADDITIONAL RIGHT-OF-WAY

REQUIRED FOR THIS PROJECT

INDEX

N/A

REVISIONS

UTILITIESGENERAL NOTES INDEX

SUBJECTSHEET NO.

REVISEDDATESHEET NO.

TITLE SHEET

INDEX

DJGEJG

ACS EJG

1700076

1700076B-40608

014-56-10319

2

N/A

RECOMMENDED

FOR APPROVAL

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

Date: Feb 24, 2020, 1:30pm

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File: S:\_2017\217-0372\_D

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\Bridge\CAD

\M

iscD

wgs\Index.dw

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SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

PROJECT

BRIDGE FILEHORIZONTAL SCALE

INDIANA

DEPARTMENT OF TRANSPORTATION

VERTICAL SCALE

of

1

2

17ELECTRONIC

LAYOUT

7

PLAN AND PROFILE

6

--/--/--

COMMUNICATIONS: AT&T DISTRIBUTION

240 N MERIDIAN ST., RM 1791

INDIANAPOLIS, IN 46204

MATT SPINDLER

317-265-3050

[email protected]

ELECTRIC: NEWTON COUNTY R.E.M.C.

207 E GOSS ST., PO BOX 125

KENTLAND, IN 47951

JIM EVERS

219-474-6244

[email protected]

GENERAL PLAN

8 - 9

Know what's below.before you dig.Call

R

COORDINATE LISTING: RANDOM CONTROL POINTS

PT.# NORTHING EASTING DESCRIPTION

2500 232489.7440 784238.8520 SET REBAR /REF CAP

2501 232496.6460 786856.5600 FND. REBAR W/ CAP "SAYERS PS 2020002"

7001 232459.412 784484.503 P.I. 234+99.92 Line "A" IRON PIN IN MON. BOX

7006 232460.456 785784.603 P.I. 248+00.02 Line "A", Delta = 0°01'27" Left (No Curve), FND. IRON PIN IN MON. BOX

7002 232461.927 786984.593 P.I. 260+00.01 Line "A", Delta = 0°01'46" Left (No Curve), FND. IRON PIN IN MON. BOX

7003 232464.012 788184.590 P.I. 272+00.01 Line "A", Delta = 0°03'36" Right (No Curve), FND. IRON PIN IN MON. BOX

7004 232464.680 789149.789 P.I. 281+65.25 Line "A", IRON ROD IN MON. BOX

CROSS SECTIONS

MAINTENANCE OF TRAFFIC

5

TYPICALS

3

12 - 17

PLAT NO. 1

4

ROAD SUMMARY

11

BRIDGE SUMMARY

10

R

13'-0"

Line "A"

13'-0"

TYPICAL INCIDENTAL SECTION

Sta. 244+00.00 Line "A" To Sta. 244+75.00 Line "A"


M

Existing Ground

Existing Ground

Varies

1.6% to

2.0%

Varies

2.0% to 2.2%

Line "A"

TYPICAL FULL DEPTH SECTION


J

K

12'-0"

2.0%

Profile Grade

12'-0"

2.0%

4.0

%

4.0

%

Varies

2'-0" to 6'-0"

Varies

2'-0" to 6'-0"

2'-0"

Typ.

3

:

1

Existing Ground

Existing Ground

3

:

1

3

:

1

3

:

1

O

7'-0"3'-6"

4.0

%

J

10.0%O

7'-0"3'-6"

4.0

%

10.0%

2'-0"

Typ.

Varies

Varies

Varies Varies

50' R/W

J

J

7"

2'-0"

30°

J

SAFETY EDGE DETAIL

O

Limits of Subgrade Treatment*

Varies 50'-115' R/W

MGS W-Beam

Guardrail

MGS W-Beam

Guardrail

Profile Grade

50' R/W

Varies 50'-100' R/W

Existing Ground

3

:

1

3

:

1

J

O

7'-0"3'-6"

4.0

%

Varies

Varies



TYPICAL SECTION WITHOUT GUARDRAIL

50' R/W



TYPICAL SECTION WITHOUT GUARDRAIL

3

:

1

Existing Ground

3

:

1

O

7'-0"3'-6"

4.0

%

10.0%

2'-0"

Typ.

Varies Varies

J

50' R/W

10.0%

3

:

1

3

:

1

O

4'-0"Varies

12'-0" Obstruction Free Zone


*Subgrade not used from

Sta. 245+61.45 Line "A" to Sta. 245+90.51 Line "A"

33

33



4

:

1

3

:

1

3

:

1

O

4'-0" Varies

4

:

1

TYPICAL CROSS SECTIONS

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT


INDIANA


--/--/--

MDVMDV

BKA BKA

1/4" = 1'-0"

1/4" = 1'-0"

1700076

1700076B-40608

014-56-10319

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\Plans\Typicals.dw

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VERTICAL SCALE

R QC/QA-HMA, 3, 70, Surface, 9.5mm

J Pavement Design Will Be Determined After Completion

Of Geotechnical Report

K Pavement Design Will Be Determined After Completion


M

Milling, Asphalt, 1

1

2

"

O Compacted Aggregate, No. 53

ELECTRONIC

33 Milled HMA Corrugations, Conventional

(Longitudinal Rumble Stripes)

235+

00

235+

00

236+

00

242+

00

243+

00

244+

00

245+

00

246+

00

247+

00

248+

00

249+

00

250+

00

PLAT NO. 1

1" = 60'

NGMDV

BKA EJG

1700076

1700076B-40608

014-56-10319

4

N/A

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

Date: Feb 24, 2020, 1:32pm

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File: S:\_2017\217-0372\_D

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\Bridge\CAD

\M

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SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

PROJECT


INDIANA


VERTICAL SCALE

of17ELECTRONIC

--/--/--

G

A

F

F

D

I

T

C

H

G

A

F

F

D

I

T

C

H

S.R. 14 - Line "A"

P.I. 234+99.92 Line "A"

FND. IRON PIN IN MON. BOX

N 232459.412

E 784484.503

P.I. 248+00.02 Line "A"

Delta = 0°01'27" Left (No Curve)

FND. IRON PIN IN MON. BOX

N 232460.456

E 785784.603

SEC. 36, T30N, R9W

MCCLELLAN TWP.

NEWTON COUNTY

SEC. 25, T30N, R9W

MCCLELLAN TWP.

NEWTON COUNTY

BATH, KENNETH L,SUBJECT TO LIFE ESTATE

IN VIRGINIA C BATH

NEIBERT, JOYCE A

BATH, KENNETH L,SUBJECT TO LIFE ESTATE

IN VIRGINIA C BATH

NEIBERT, JOYCE A

NEIBERT, JOYCE A

R/W

R

/

W

R/W

R/W

R/W

S. Line, W. 1/2, SW. 1/4, Sec. 25-T30N-R9W

R/W

R/W

R/W

R/W

R/W

R

/

W

R

/

W

R

/

W

Begin Project

Sta. 244+75.00 Line "A"

End Project

Sta. 247+00.00 Line "A"

End Incidental Construction

Sta. 247+75.00 Line "A"

Begin Incidental Constrruction

Sta. 244+00.00 Line "A"

R/W

75' Drainage Easement From top of Bank


500'500'

US 41

SR 14

S 250 W

S M

ERID

IAN

RD

DIVISION RD

SR 55

W 200 S

SR 114

S 100 E

S 200 E

S 300 E

W 300 S

E 200 S

E 300 S

2

1

2

B

D

C

A

B

B

C

C B

C

C

B

C

B

C

B

C

B

CB

C

B

C

B

C

D

XW20-3

XW20-2

B

XW20-3 XW20-2

C

XW20-3

XW20-2

B

XW20-3XW20-2

XW20-3

1

C

C

B

Mt Ayr

Morocco

1000'

500'

500'

1000'

500'

500'

1000'

500'500'

1000'

E 225 S

S 500 E

S 400 E

S 600 E

S 525 E

E 100 S

N 550 E

CO

UN

TY LIN

E RD

N 400 E

SR 55

N 100 E

N M

ERID

IAN

RD

N 250 W

N 400 W

S 400 W

W 50 S

W 275 S

W 350 S

W 400 S

S 425 W

S 300 W

S 200 W

500' 500' 500' 500' 500' 500'

XW20-3

MAINTENANCE OF TRAFFIC

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT


INDIANA


--/--/--

MDVMDV

BKA BKA

1" = 1000'

1" = 1000'

1700076

1700076B-40608

014-56-10319

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\Plans\M

aintenance of Traffic.dw

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VERTICAL SCALE

GENERAL NOTES

1. All maintenance of traffic devices, signs and pavement

markings shall conform to the latest edition of the

Indiana MUTCD.

2. See INDOT Std. Dwg. 801-TCDT-02 for sign spacing

requirements and additional notes.

3. See INDOT Std. Dwg. 801-TCLG-02 for standard notes.

4. The cost of R11-2 and R11-4 shall be included in the

cost of the road closure sign assembly.

5. Type B construction warning lights shall be used with

all signs located on barricades. Type A construction

warning lights shall be used on all other construction

signs.

DETOUR DETOUR DETOUR

A B C D

END

DETOUR

M3-2S TO M3-3S

XM4-8

M4-1 OR M1-6

XM4-8

M4-1 OR M1-6

XM4-8

XM4-8a

M5-1(R OR L)S M6-1 (R OR L)S M1-4 TO M1-6 M1-4 OR M1-8

M6-3S

1 1 11

LEGEND

AHEAD

CLOSED

ROAD

XW20-3XW20-2

DETOUR

AHEAD

ROAD

CLOSED

R11-4

ROAD CLOSURE SIGN ASSEMBLY W/ TYPE III-A BARRICADE (24 LFT.) AND

R11-2 SIGN

2

CONSTRUCTION SIGN SCHEDULE

DESCRIPTION SIZE (IN) TYPE

"ROAD CLOSED" SIGN 48 x 30 (1) 2

SIGN. NO. EST. QTY.

R11-2

XW20-2

Detour Route Marker Assemblies: 37 Req'd

Road Closure Sign Assemblies: 4 Req'd

Type III-A Barricades: 48 Lft.

Type III-B Barricades: 24 Lft.

(1) Included with road closure sign assembly.

"ROAD CLOSED AHEAD" SIGN

"DETOUR AHEAD" SIGN

48 x 48

48 x 48

A

A

4

XW20-3

TOTAL TYPE

"A" SIGNS

10

16

ROAD CLOSURE SIGN ASSEMBLY W/ TYPE III-B BARRICADE (12 LFT.) AND

R11-4 SIGN WITH XM4-10 (L OR R)

1

ROAD CLOSED

TO

THRU TRAFFIC

R11-2

CONSTRUCTION ZONE

DETOUR ROUTE

"ROAD CLOSED TO THRU TRAFFIC" SIGN 60 x 30 (1) 2R11-4

XM4-10(L OR R)

"DETOUR" SIGN

48 x 18

(1) 2

INDIANA

14

INDIANA

14

INDIANA

14

INDIANA

14

ELECTRONIC

Des No. 1700076

Des No. 1701492Des No. 1700124

Sawcut 7" into Existing

Paved Roadway

Const. Limits

BM

+53.0, 19.6 BM

250 IN

DO

T BM

D

ISK L0078

+28.2, 28.2 15" RCP

+90.2, 35.9 PO

ST 8"

+28.0, 17.5 M

ILE M

ARKER 2+

27

+24.1, 19.7 SIG

N N

ARRO

W BRID

GE

+51.4, 20.0 SIG

N N

ARRO

W BRID

GE

+27.0, 18.6 SIG

N N

ARRO

W BRID

GE

+00.5, 18.5 SIG

N N

ARRO

W BRID

GE

+99.8, 16.9 PAIN

TED

U

/G

ELEC. CLEAR

+00.02, 0.00 FN

D. IRO

N RO

D IN

M

ON

BO

X - PAIN

TED

248+

00.02

NEIBERT, JOYCE A.NEIBERT, JOYCE A.

BATH, KENNETH L., SUBJECT TO LIFEESTATE IN VIRGINIA C. BATH

BATH, KENNETH L., SUBJECT TOLIFE ESTATE IN VIRGINIA C. BATH

BM #250

E

x. 1

2

" S

to

rm

G

a

f

f

D

i

t

c

h

(Asphalt Over Concrete)

(Asphalt Over Concrete)

(Field)

(Field)

(Field)

(Field)

(Field)

(Field)

(Field)

(Field)

(Grass)(Grass)

(Grass)

(Grass)(Grass)

(Grass)

(Asphalt)

(Asphalt)

(Grass)

SR 14

SEC. 25, T30N, R9W

MCCLELLAN TWP.

NEWTON CO.

SEC. 36, T30N, R9W

MCCLELLAN TWP.

NEWTON CO.

241+

00

242+

00

243+

00

244+

00

245+

00

246+

00

247+

00

248+

00

249+

00

250+

00

N 89°57'14" E N 89°55'47" E

2'

13'

13'

7'

12'

12'

7'

2'

13'

13'

2'

7'

12'

12'

7'

Line "A"

SR 14

C

o

n

s

t

.

L

i

m

i

t

s

Const. Limits

50' R/W

100' R/W

50' R/W

50' R/W

50' R/W

115' R/W

J

M R

J

K M R

J

J

J

J

Proposed Ditch Centerline

Proposed Ditch Centerline

Proposed Ditch

Centerline

2'


Paved Roadway

CP7006

P.I. = 248+00.02 Line "A"

(No Curve)

Delta = 0°01'27" Lt.

6'

13'

13'

6'

6'

13'

13'

6'


Paved Roadway


Paved Roadway

Const. Limits

+83.39

+83.39

20'

20'

Existing Concrete Pavement

To Be Removed

App. Exist. R/W

App. Exist. R/W

App. Exist. R/W

App. Exist. R/W

A

p

p

.

PL

Monument Type B Req'd.


R

9

"

+00, Rt. STR No. 11

Type E-7 Catch Basin

42 lft of 12" Type 2 Pipe

+00, Lt. STR No. 12



+57, Lt. STR No. 13



O

O

O

O

+99, Rt. STR No. 14



+52, Rt. STR No. 15



+52, Lt. STR No. 16



+87, Lt. STR No. 18


2 End Sections Req'd

+65, Rt. STR No. 17


2 End Sections Req'd

C Structure

Sta. 245+75.98 Line "A"

Skew: 28° Rt.

Begin Incidental Construction

P.O.T. 244+00.00 "A"

Begin Project

P.O.T. 244+75.00 "A"

End Project

P.O.T. 247+00.00 "A"


P.O.T. 247+75.00 "A"

+75.00

50.00'

+85.00

100.00'

+75.00

50.00'

+40.00

50.00'

+65.00

115.00'

+60.00

100.00'

+00.00

50.00'

+00.00

50.00'

+85.00

115.00'

+75.00

R/W

+75.00

R/W

+00.00

R/W

+00.00

R/W

+86.79 Class V Dr.

W = 24'

+29.07 Class V Dr.

W = 24'

+65.17 Class V Dr.

W =24'

+22.88 Class V Dr.

W = 24'

+95.00

50.00'

+10.00

50.00'

+55.00

50.00'

L

Proposed

Ditch Centerline

640

650

660

670

680

690

700

710

640

650

660

670

680

690

700

710

+0.65%

-0.49%

P.V.I. Sta. = 246+13.02

Elev. = 669.31

V.C. = 165.00'

666.5

666.8

667.0

667.3

667.7

667.9

668.0

668.2

668.6

668.7

668.8

669.0

668.9

668.8

668.8

668.6

668.4

668.3

668.3

668.57

668.89

669.06

669.06

668.89

241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00

Begin Project

Sta. = 244+75.00

Elev. = 668.41


Sta. = 244+00.00

Elev. = 667.99

End Project

Sta. = 247+00.00

Elev. = 668.89


Sta. = 247+75.00

Elev. = 668.83

Existing Profile Grade

Proposed Profile Line "A"

Guardrail, Terminal System,

W-Beam, Curved, 1 Lt.

93'-9" Guardrail, MGS W-Beam 6'-3" Spacing Lt.

w/ 5 Top-Mounted Posts


W-Beam, Curved, 1 Lt.

93'-9" Guardrail, MGS W-Beam 6'-3" Spacing Rt.

w/ 5 Top-Mounted Posts

+00.26

+94.01

+51.70

+57.95

Mill and Resurface Mill and Resurface

Full Depth Pavement

Incidental

Construction

Project Limits

Incidental

Construction

-1.22%

+0.50%

241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00

-0.40%

+1.07%

241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00

+00.00

665.90'

+50.00

666.00'

+00.00

665.50'

+75.00

667.34'

+00.00

666.60'

+00.00

665.38'

+50.00

666.29'

+75.00

666.91'

Proposed Ditch, Rt.

(Plotted 10' Below Datum)

Proposed Ditch, Rt.

(Plotted 10' Below Datum)

Proposed Ditch, Lt.

(Plotted 10' Above Datum)

Proposed Ditch, Lt.

(Plotted 10' Above Datum)

+75.00

+00.00

+75.00

+00.00


W-Beam, Curved, 1 Rt.


W-Beam, Curved, 1 Rt.

Inv=663.21

Inv=663.00

Rim=666.50

Inv=663.50

Inv=663.77

Inv=666.21

Inv=666.59

Inv=663.80

Inv=664.29

Inv=664.66

Rim=666.67

Inv=664.00

STR 11

STR 12

STR 13

STR 14STR 15

STR 16

42 lft @ 0.50%

54 lft @ 0.50%

51 lft @ 0.50%

42 lft @ 0.50%

15' lft of Rip-Rap

Lined Ditch

15' lft of Rip-Rap

Lined Ditch

47' lft of Sodded Ditch

70' lft of Sodded Ditch

Inv=665.59Inv=666.00

PLAN AND PROFILE

LINE "A"

1" = 30'

1700076

1700076B-40608

014-56-10319

6

1" = 10'

17ELECTRONIC

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

Date: Feb 24, 2020, 1:33pm

U

ser N

am

e: BStutzm

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File: S:\_2017\217-0372\_D

BD

\Bridge\CAD

\Plans\Plan and Profile.dw

g

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

PROJECT


INDIANA


VERTICAL SCALE

of

--/--/--

MDVBSS

BKA BKA

All R/W and Topography described from Line "A" unless otherwise noted.

See Sheet 2 for utility owners and control point information.

Line "A" to be constructed.

R QC/QA-HMA, 3, 70, Surface, 9.5mm

J Pavement Design Will Be Determined After Completion


K Pavement Design Will Be Determined After Completion


M

Milling, Asphalt, 1

1

2

"

O Compacted Aggregate, No. 53

BM250

INDOT bench mark disk L0078 in the NW corner of the

existing bridge structure.

Sta. 245+52.9, Line "A", 19.58' Lt.

Elev. = 668.18'





CKunkel

Area Measurement

22872.10 sq ft

CKunkel

Area Measurement

25280.63 sq ft

243+

00

244+

00

245+

00

246+

00

247+

00

248+

00

NEIBERT, JOYCE A.NEIBERT, JOYCE A.

BATH, KENNETH L., SUBJECT TO LIFEESTATE IN VIRGINIA C. BATH

BATH, KENNETH L., SUBJECT TOLIFE ESTATE IN VIRGINIA C. BATH

6

5

5

6

6

0

6

6

5

655

6

6

0

6

6

5

6

5

5

6

5

5

6

6

06

6

0

6

6

5

6

6

5

6

7

0

6

7

0

6

7

0

E

x. 1

2

" S

to

rm

(Asphalt over Concrete)

(Asphalt over Concrete)

(Field)

(Field)

(Field)

(Field)

(Field)

(Field)

(Grass)

(Grass)

(Grass)

(Grass)

SR 14

SEC. 25, T30N, R9W

MCCLELLAN TWP. NEWTON CO.

SEC. 36, T30N, R9W

MCCLELLAN TWP., NEWTON CO.

___ Tons Revetment Riprap

on ___ sys Geotextiles for

Riprap, Type ___

CP7006

P.I. 248+00.02 Line "A"

(No Curve)

Delta = 0°01'27" Left

BM250

___ Tons Revetment Riprap

on ___ sys Geotextiles for

Riprap, Type ___

Const. Limits

Const. Lim

its

Const. Lim

its

+95.00

50.00'

+85.00

100.00'

+85.00

115.00'

+40.00

50.00'

+10.00

50.00'

+60.00

100.00'

+55.00

50.00'

+65.00

115.00'

App. Sec. Line

N 89°57'14" E Line "A" N 89°55'47" E Line "A"SR 14

Begin Project

Sta. 244+75.00 Line "A"


End Project

Sta. 247+00.00 Line "A"



Sta. 248+80.00 Line "A"

Structure

Sta. 245+75.98 Line "A"

Skew: 28° Rt.

G

a

f

f

D

i

t

c

h

50' R/W

100' R/W

50' R/W

50' R/W

50' R/W

115' R/W

Const. Lim

its

App. Exist. R/W

App. Exist. R/W

App. Exist. R/W

App. Exist. R/W

A

p

p

.

PL

Existing Concrete Pavement

To Be Removed

+22.88 Class V Dr.

W = 24'

+86.79 Class V Dr.

W = 24'

+75.00

R/W

+75.00

50.00'

+75.00

R/W

+75.00

50.00'

+00.00

R/W

+00.00

50.00'

+00.00

R/W

+00.00

50.00'

667.7

667.9

668.0

668.2

668.6

668.7

668.8

669.0

668.9

668.8

668.8

668.6

668.4

668.57

668.89

669.06

669.06

668.89

243+00 244+00 245+00 246+00 247+00 248+00 249+00

+0.65%

-0.49%

P.V.I. Sta. = 246+13.02

Elev. = 669.31

V.C. = 165.00'

STA =

244+

75.00

ELEV =

668.41

STA =

247+

00.00

ELEV =

668.89

Structure

Limits

+11.45

+40.51

Q100 El. 662.10

Revetment Riprap on

Geotextiles for Riprap,

Type, ___ (Typ.)

Limits of Structure

Backfill, Type 5 (Typ.)

Flowline El. 654.44

Low Structure

El. 665.78

Limits of Structure

Backfill, Type 2 (Typ.)

Slope 1:4 (Typ.)

Existing Ground

Proposed Profile,

Line "A"

+0.50%

-0.40%

+1.0

7%

+00.00

666.18'

+0.50%

+50.00

665.93'

+31.00

666.20'

+50.00

666.79'

+50.00

666.99'

+00.00

665.98'

+20.00

665.38'

+00.00

666.76'

Ord. High Water El. 656.10

640

650

660

670

680

690

240+00

LAYOUT

1" = 30'

1700076

1700076B-40608

014-56-10319

7

1" - 10'

17ELECTRONIC

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

Date: Feb 24, 2020, 1:34pm

U

ser N

am

e: BStutzm

an

File: S:\_2017\217-0372\_D

BD

\Bridge\CAD

\Plans\Layout.dw

g

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

PROJECT


INDIANA


VERTICAL SCALE

of

All R/W and existing topography described from Line "A" unless otherwise noted.

See Sheet 2 for utility owners and control point information.

Line "A" to be constructed.

--/--/--

HYDRAULIC SCOUR DATA

HYDRAULIC DATA

Drainage Area

Q100 Discharge

Q100 Elevation

Q100 Backwater

Q100 Velocity

Proposed Waterway Opening, Below Q100

Low Structure Elevation

Skew

Existing Waterway Opening

Existing Low Structure Elevation

Existing Backwater

0.88 SQ. MI.

130.00 CFT./SEC.

662.10 M.S.L.

0.01 FT.

0.91 FT./SEC.

143.63 SFT.

665.78 M.S.L.

28°00'00"

128.33 SFT.

665.78 M.S.L.

0.01 FT.

Q100 Discharge

Q100 Elevation

Q100 Scour Velocity

Q100 Contraction Scour Depth

Q100 Total Scour Depth

Q100 Low Scour Elevation

Q500 Discharge

Q500 Elevation

Q500 Scour Velocity

Q500 Contraction Scour Depth

Q500 Total Scour Depth

Q500 Low Scour Elevation

130.00 CFT./SEC.

662.10 M.S.L.

1.07 FT./SEC.

0.00 FT.

0.00 FT.

654.44 M.S.L.

169.00 CFT./SEC.

662.94 M.S.L.

1.77 FT./SEC.

0.00 FT.

0.00 FT.

654.44 M.S.L.

FILL __ cys

FILL + 15% __ cys

COMMON EXCAVATION __ cys

USABLE WATERWAY EXCAVATION __ cys

BORROW __ cys

TOTAL WATERWAY EXCAVATION __ cys

EXCAVATION FOUNDATION UNCLASSIFIED __ cys

BENCHING __ cys

No direct payment for Benching. Benching will not be paid for as

Common Excavation.

EARTHWORK TABULATION

EXISTING STRUCTURE

The existing structure, 014-56-03655, is a single span reinforced concrete

filled arch bridge built in 1946 with a 25 ft. span and 37 ft. clear roadway.

Existing structure to be removed.

DJGEJG

ACS EJG

1. See Plan and Profile Sheet for approach work, incidental

construction and addition details.

2. M.S.L = Mean Sea Level.

3. See Sheet 2 for utility owners and control point information.

NOTES

BM250

INDOT bench mark disk L0078 in the NW corner of the

existing bridge structure.

Sta. 245+52.9, Line "A", 19.58' Lt.

Elev. = 668.18'

690

680

670

660

650

640

PRECAST REINFORCED CONCRETE

THREE-SIDED STRUCTURE

SPAN: 24'-0"; RISE: 13'-6"

SPAN: 27' 2 1/8" ALONG C ROADWAY

38'-0" CLEAR ROADWAY; 28° SKEW RT.

SR 14 OVER GAFF DITCH

NEWTON COUNTY

L





1'-6" Sump

Profile

Grade

Top of Footing

El. 652.44 (Typ.)

Flowline El. 654.44

Low Structure El. 665.78

Top of Headwall

El. 669.78 (Typ.)

38'-0" 38'-0"

76'-0"

1'-0" (Typ.)

2%**

12'-0"**

Travel Lane

7'-0"**

Shoulder

Roadway

& Line "A"

4%**

4%**

2%**

12'-0"**

Travel Lane

7'-0"**

Shoulder

4%**

4%**

Existing Ground

Low

Structure

El. 665.78

Q100

El. 662.10

Structure

(Symmetrical About )

12'-0" 12'-0"

24'-0" Clear Span

13'-6" Rise

1'-6" Sump

Depth

2

1

2

1

Revetment Riprap

Over Geotextile for

Riprap, Type _ (Typ.)

6'-0" (Typ.)

Flowline

El. 654.44

2

11

Base of Leg El. 652.28

Top of Footing

El. 652.44

2

Ord. High Water

El. 656.10

12'-0"

Lane

12'-0"

Lane

G

a

f

f

D

i

t

c

h

SR 14

B

B

32'-0"

3

5

'

-

0

"

35'-0"

7

8

'

-

0

"

7'-0"

Shoulder

7'-0"

Shoulder

1

2

'

-

0

"

1

2

'

-

0

"

2

4

'

-

0

"

C

l

e

a

r

S

p

a

n

N 89°57'14" E Line "A"

App. Sec. Line

Benchmark Tablet Required

3

2

'

-

0

"

WING C

W

I

N

G

B

WING A

W

I

N

G

D

60°0'0"

6

0

°

0

'

0

"

60°0'0"

6

0

°

0

'

0

"

3

9

'

-

0

"

3

9

'

-

0

"

Profile

Grade

12'-0"

Travel Lane

67'-1 3/8"

Roadway

& Line "A"

7'-0"

Shoulder

Varies

8'-6 3/8" to 19'-7"

Varies 27'-6 3/8" to 39'-7"

12'-0"

Travel Lane

1'-1 5/8" (Typ.)

7'-0"

Shoulder

Varies

19'-7" to 8'-6 3/8"

Varies 39'-7" to 27'-6 3/8"

1'-6" Sump

Top of Footing

El. 652.44 (Typ.)

Flowline El. 654.44

Low Structure El. 665.78

Top of Headwall

El. 669.78 (Typ.)

Existing Ground

2%

4%

2%

4%

4% 4%

GENERAL PLAN

As Noted

1700076

1700076B-40608

014-56-10319

8

As Noted

17ELECTRONIC

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

Date: Feb 24, 2020, 1:34pm

U

ser N

am

e: BStutzm

an

File: S:\_2017\217-0372\_D

BD

\Bridge\CAD

\Plans\G

eneral Plan (2).dw

g

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

PROJECT


INDIANA


VERTICAL SCALE

of

--/--/--

Structure

Sta. 245+75.98 Line "A"

P.G. El. 669.00

DJGEJG

ACS EJG

DESIGN DATA

Live Load

Designed for HL-93 loading, in accordance with the AASHTO

LRFD Bridge Design Specifications, Eighth Edition, 2017 and

its subsequent interims.

Dead Load

Actual weight plus 35 PSF for future wearing surface.

NOTES

1. An alternate flat top, precast, reinforced concrete,

three-sided structure with a 24'-0" perpendicular span

and a 13'-6" rise may be substituted for the structure

shown.

2. A true-arch structure will not be permitted at this

location.

3. Contractor shall verify the existing flowline elevation to

set the appropriate sump depth.

ELEVATION

Scale: 3/16" = 1'-0"

PLAN

Scale: 3/32" = 1'-0"

SECTION B - B

Scale: 1/8" = 1'-0"

** Indicates Perpendicular to Line "A"

Skew: 28° Rt.



SPAN: 24'-0"; RISE: 13'-6"




NEWTON COUNTY

245+

00

245+

50

246+

50

246+

00

L

TYPICAL SECTION

Scale: 1/8" = 1'-0"

AutoCAD SHX Text

Roadway

AutoCAD SHX Text

Structure )

AutoCAD SHX Text

Roadway

Structure

Backfill,

Type 5

1

'-

6

"

Earth Backfill

0'-4" ±

1

1

Top of Footing

El. 652.44

T

o

p

s

o

il

a

n

d

S

e

e

d

1'-6"

A

B

C

El. E

El. D

Location

Dimension A

Wing A Wing B Wing C Wing D

Dimension B

Dimension C

Elevation D

Elevation E

Area (SFT)

Total (SFT)___

WINGWALL TABLE

___

Resistance Factor (∅b)

Nominal Bearing Capacity (Qn)

Factored Bearing Resistance (Qr)

Angle of Friction of Backfill Material

Friction Factor (Tan ) of the Foundation Soil

Angle of Internal Friction of the Foundaion Soil (∅)

SOIL PARAMETERS FOR WINGWALL DESIGN

Ultimate Cohesion of Foundation Soil (c)

Ultimate Adhesion Between Foundation Soil

and Poured Concrete Footing (Ca)

--

-- ksf

-- ksf

--°

--

--°

--- psf

-- psf

___ ___ ___

___ ___ ___ ___

___ ___ ___ ___

669.78 669.78 669.78 669.78

___ ___ ___ ___

___ ___ ___ ___

Bottom of wall

El. 652.28

13'-6" Rise

24'-0" Clear Span

1'-6" Sump

Flowline El. 654.44

Low Structure

El. 665.78

Structure Backfill,

Type 5

Structure Backfill,

Type 2

1

4

BACKFILL DETAIL

Scale: 3/16" = 1'-0"

Structure Backfill,

Type 5

Structure Backfill,

Type 2

1

4

1'-6"1'-6"

Proposed Pavement

Top of Subgrade

Bottom of Subgrade

Bottom of Subgrade

GENERAL PLAN

As Noted

1700076

1700076B-40608

014-56-10319

9

As Noted

17ELECTRONIC

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

Date: Feb 24, 2020, 1:34pm

U

ser N

am

e: BStutzm

an

File: S:\_2017\217-0372\_D

BD

\Bridge\CAD

\Plans\G

eneral Plan (2).dw

g

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

PROJECT


INDIANA


VERTICAL SCALE

of

--/--/--

DJGEJG

ACS EJG

TYPICAL WING SECTION

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

WINGWALL DETAIL

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



SPAN: 24'-0"; RISE: 13'-6"




NEWTON COUNTY

L

BRIDGE SUMMARY

N/A

DJGEJG

ACS EJG

1700076

1700076B-40608

014-56-10319

10

N/A

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

Date: Feb 24, 2020, 1:35pm

U

ser N

am

e: BStutzm

an

File: S:\_2017\217-0372\_D

BD

\Bridge\CAD

\M

iscD

wgs\Bridge Sum

mary.dw

g

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

PROJECT


INDIANA


VERTICAL SCALE

of17ELECTRONIC

--/--/--

ROAD SUMMARY

N/A

BSSBSS

BKA BKA

1700076

1700076B-40608

014-56-10319

11

N/A

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

Date: Feb 24, 2020, 1:35pm

U

ser N

am

e: BStutzm

an

File: S:\_2017\217-0372\_D

BD

\Bridge\CAD

\M

iscD

wgs\Road Sum

mary.dw

g

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

PROJECT


INDIANA


VERTICAL SCALE

of17ELECTRONIC

--/--/--

244+00

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

244+50

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

243+75

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

667.99

668.0

668.17

668.2

AC

15.9

VC

7.4

AF

0.0

VF

0.0

AC

35.0

VC

47.1

AF

0.0

VF

0.0

667.9


Sta. 244+00 Line "A"

Proposed R/W

AC

0.0

VC

0.0

AF

0.0

VF

0.0

Proposed R/W

Proposed R/W

Proposed R/W

Proposed R/W

Proposed R/W

CROSS SECTIONS

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT


INDIANA


--/--/--

MDVMDV

BKA BKA

1" = 5'

1700076

1700076B-40608

014-56-10319

1712

Date: Feb 24, 2020, 1:36pm

U

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File: S:\_2017\217-0372\_D

BD

\Bridge\CAD

\Plans\Section Sheet - (2).dw

g

VERTICAL SCALE

1" = 5'

ELECTRONIC

245+00

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

244+75

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

244+65.17

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

668.41

668.4

668.57

668.6

AC

59.3

VC

18.1

AF

0.9

VF

0.2

AC

88.8

VC

68.6

AF

0.0

VF

0.4

Begin Project

Sta. 244+75.00 Line "A"

Proposed R/W

Proposed R/W

STR 12 STR 11

Proposed R/W

CROSS SECTIONS

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT


INDIANA


--/--/--

MDVMDV

BKA BKA

1" = 5'

1700076

1700076B-40608

014-56-10319

1713

Date: Feb 24, 2020, 1:36pm

U

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File: S:\_2017\217-0372\_D

BD

\Bridge\CAD


g

VERTICAL SCALE

1" = 5'

ELECTRONIC

245+50

655

660

670

680

655

660

670

680

00-10-20-30-40-50-60-70

246+00

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700

245+22.88

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

668.89

668.7

669.06

668.8

AC

13.3

VC

2.5

AF

3.9

VF

7.9

AC

42.5

VC

22.3

AF

4.0

VF

21.7

STR 13

STR 14

Proposed R/W

CROSS SECTIONS

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT


INDIANA


--/--/--

MDVMDV

BKA BKA

1" = 5'

1700076

1700076B-40608

014-56-10319

1714

Date: Feb 24, 2020, 1:36pm

U

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File: S:\_2017\217-0372\_D

BD

\Bridge\CAD


g

VERTICAL SCALE

1" = 5'

ELECTRONIC

246+50

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

246+29.07

655

660

670

680

690

655

660

670

680

690

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

669.06

669.0

AC

77.5

VC

33.3

AF

0.0

VF

0.0

Proposed R/W

STR 16

STR 15

Proposed R/W

CROSS SECTIONS

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT


INDIANA


--/--/--

MDVMDV

BKA BKA

1" = 5'

1700076

1700076B-40608

014-56-10319

1715

Date: Feb 24, 2020, 1:36pm

U

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File: S:\_2017\217-0372\_D

BD

\Bridge\CAD


g

VERTICAL SCALE

1" = 5'

ELECTRONIC

246+86.79

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

247+00

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

247+50

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

668.89

668.9

668.80

668.8

AC

47.5

VC

22.1

AF

0.0

VF

0.0

AC

13.9

VC

56.9

AF

0.0

VF

0.0

Proposed R/W

Proposed R/W

Proposed R/W

Proposed R/W

Proposed R/W

CROSS SECTIONS

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT


INDIANA


--/--/--

MDVMDV

BKA BKA

1" = 5'

1700076

1700076B-40608

014-56-10319

1716

Date: Feb 24, 2020, 1:36pm

U

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am

e: BStutzm

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File: S:\_2017\217-0372\_D

BD

\Bridge\CAD


g

VERTICAL SCALE

1" = 5'

ELECTRONIC

248+00

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

247+75

655

660

670

680

655

660

670

680

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

668.8

AC

0.0

VC

5.5

AF

0.0

VF

0.1

668.70

668.8

AC

12.0

VC

12.0

AF

0.1

VF

0.1


Sta. 248+80 Line "A"

Proposed R/W

Proposed R/W

Proposed R/W

Proposed R/W

CROSS SECTIONS

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEET

of

PROJECT


INDIANA


--/--/--

MDVMDV

BKA BKA

1" = 5'

1700076

1700076B-40608

014-56-10319

1717

Date: Feb 24, 2020, 1:36pm

U

ser N

am

e: BStutzm

an

File: S:\_2017\217-0372\_D

BD

\Bridge\CAD


g

VERTICAL SCALE

1" = 5'

ELECTRONIC

stage 2 plans us 41 gaff ditch n 250 w meridian rd plansxsect 1700076 for bridge... · n 400 w n...

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