access control none bridge plans

DESIGNATION

SHEETS

PROJECTCONTRACT

of

PROJECT DESIGNATION

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:

PROJECT LOCATION SHOWN BY

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

DESIGN DATA

TRAFFIC DATA

INDIANA DEPARTMENT OF TRANSPORTATION

SCALE: 1" = 2,000'

9/1

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2020

V.P.D.

V.P.D.

V.P.H.

%

A.A.D.T.

D.H.V.

%

%

M.P.H.

NONE

ROADWAY LENGTH:

LATITUDE: LONGITUDE:

MI.

MI.

BRIDGE LENGTH:

MAX. GRADE: %

TOTAL LENGTH: MI.

gai consultants

TO BE USED WITH THESE PLANS

STANDARD SPECIFICATIONS DATED

INDIANA DEPARTMENT OF TRANSPORTATION

GAI Consultants Inc.

1.46

0.006

0.158

0.164

STRUCTURE TYPE SPAN AND SKEW OVER STATION

STRUCTURE INFORMATION

011-31-10182

011-31-10182

Structure No.

FOR SPANS OVER 20 FEET

ROUTE:

PROJECT NO.

BRIDGE FILECONTRACT

BRIDGE FILE

RURAL

3R (NON-FREEWAY)

SR 11

1600486

B-39896 011-31-10182

1600486

1600486

(317) 436-9150

DRAWING NUMBER

B-39896

1600486

1600486

(2021)

(2041) 3656

366

50/50

10

10

50

HARRISON COUNTY

HARRISON COUNTY

011-31-10182

1 22

Line "A"

Sta. 131+24.00

BRIDGE PLANS

AT: RP 19+76

CONST.

R/W

P.E

1600486

1600486

3180

MAJOR COLLECTOR

ROLLING

Buck Creek

South Fork

in Section 27, T-4-S, R-5-E, Posey Township, Harrison County, Indianaof SR 211

Bridge Replacement on SR 11 over South Fork Buck Creek located 0.51 miles southwest

Slab Bridge

Reinforced Concrete

Skew: 15° Lt.

"871 Span @ 38'-9

STA. 133+80.00

END CONSTRUCTION

STA. 129+65.00

BEGIN CONSTRUCTION

RECOMMENDED

FOR APPROVAL

DESIGN ENGINEER DATE

DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE

INDIANA

DEPARTMENT OF TRANSPORTATION

gai consultants

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DRAWING NUMBERNRT

NRT

RLJ

B-39896 1600486

1600486

011-31-10182

2 22

REVISEDDATESHEET NO.

REVISIONS

GENERAL NOTES

INDEX SHEET

All disturbed areas shall be mulch seeded unless noted otherwise.

.

UTILITIES

Service Area Contact Phone Address

(812) 738-4115

(720) 888-1089

(812) 738-3235

(Electric)

Harrison County REMC

(Gas)

Indiana Utilities Corporation

Corydon, IN 47112

123 W. Chestnut Street

(Telephone)

Frontier Communications(812) 634-0335

(812) 972-0296

[email protected]

Kevin Burch

[email protected]

Xan Marie Rypkema

Broomfield, CO 80021

1025 Eldorado Blvd.

[email protected]

Kevin Kinney

(812) 639-1835 (Cell)

[email protected]

Scott Shields

(Water)

Water Utility

Town of Elizabeth

[email protected]

John Hall

DRAWINGS INDEXSHEET NO.

1 TITLE SHEET

INDEX

2 INDEX SHEET

4-5 MAINTENANCE OF TRAFFIC

3 TYPICAL CROSS SECTION

6-8 PLAN AND PROFILE LINE "A"

9 SUPERELEVATION TRANSITION

MJM

Jasper, IN 47546

505 Newton Street

Corydon, IN 47112

1165 Old Forest Road

12 GENERAL PLAN

11 LAYOUT

10 SOIL BORINGS

14-22 CROSS SECTIONS

13 BRIDGE SUMMARY

Elizabeth, IN 47117

8128 Hurricane Street

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

VERTICAL SCALE

gai consultants

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of

DRAWING NUMBER

1600486

1600486

B-39896

ECL KTH3 22


INDIANA

Roadway TypicalModel:

011-31-10182

BWCBWC

2.00%

TYPICAL SECTION

TRAVEL LANE

K

LEGEND

PG

STA. 129+50.00 TO 133+75.00 LINE "A"

SR 11

TYPICAL SECTION CROSS SECTIONS

LINE "A"

11'2'2' 11' 1'

TRAVEL LANESHLDR.

SUBGRADE TREATMENT IC, MODIFIED

2.00%

K O

1.5'

2'

SHOULDER SECTION W/ GUARDRAIL

EDGE OF TRAVEL LANEO

G

3:1

Existing Grade

STA. 129+94.13 TO 132+89.58 LINE "A" (LEFT SIDE)

STA. 129+67.06 TO 132+53.86 LINE "A" (RIGHT SIDE)

2'

NOTES:

4.33'

16'

CLEAR ZONE

3:1

3:1

6:1

4'

3:1

VARIES(1)

CUT SECTION

FILL SECTION

2'-8"

26

16'

CLEAR ZONE

2' 2'

SHLDR.

2'

3:1

3:1

6:1

4'

3:1

VARIES(1)

CUT SECTION

FILL SECTION

2'-8"

26

12'

OBSTRUCTION FREE ZONE

RO

W

27

3:1 (Ty

p.)

1'

2'

2%2%

Line "A"

3:1 (Typ.)

2'

2%2%

1'

INCIDENTAL TYPICAL SECTION

Varies(2)

VARIES (4) VARIES (4)

VARIES(3)

12'

OBSTRUCTION FREE ZONE

VARIES

EX. WIDTH OF PAVEMENT AT BEGIN/END INCIDENTAL

(6)Profile Grade

Sta. 133+80.00 Line "A" to Sta. 134+40.00 Line "A"

Sta. 129+05.00 Line "A" to Sta. 129+65.00 Line "A"

S

TYPE IC

SUBGRADE TREATMENT

Existing Ground Existing Ground

27

O

W

S

27 SEEDING, TYPE R

26 SEEDING, TYPE R

W

(HMA SURFACE LAYER TO MATCH RESURFACE THICKNESS)

7.5" COMPACTED AGGREGATE, No. 53

330 LBS/SYS HMA INTERMEDIATE, 19.0 MM ON

WIDENING WITH HMA, TYPE B:

VARIABLE DEPTH (165 LBS/SYS Min.) QC/QA-HMA, 3, 70, SURFACE, 9.5 MM ON

S SAWCUT

R

VARIABLE DEPTH (165 LBS/SYS Min.) QC/QA-HMA, 3, 70, SURFACE, 9.5 MM

IN. AND21MILLING, ASPHALT, 1

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

2.00%

K

2.00%

K

(2' Min.)VARIES

(2' Min.)VARIES

K

825 LBS/SY HMA BASE, TYPE B, ON

330 LBS/SY HMA INTERMEDIATE, TYPE B ON

165 LBS/SY HMA SURFACE, TYPE B ON

3:1

4'

(SEE CROSS SECTIONS)DITCH SECTION (WHERE APPLICABLE)

VARIES EXISTING LANE WIDTH TO 11'-0".(4)

VARIES 2.0' TO EXISTING SHOULDER WIDTH, STA. 133+80.00 TO 134+40.00 LINE "A"

= 0'-0", STA. 129+05.00 TO 129+65.00 LINE "A"(3)

= 0'-0", STA. 133+80.00 TO 134+40.00 LINE "A"

VARIES EXISTING SHOULDER WIDTH TO 2.93', STA. 129+05.00 TO 129+65.00 LINE "A"(2)

FOR SPECIAL DITCHES. (SEE PLAN & PROFILE AND CROSS SECTIONS)

EQUALS 0'-0" FOR STANDARD DITCH. VARIES ACCORDING TO DITCH ELEVATION AND GRADE(1)

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


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DRAWING NUMBERCLF

JAS JAS

CLF

B-39896 1600486

1600486

011-31-10182

4 22

AS NOTED

MAINTENANCE OF TRAFFIC

337

337

62

62

11

11

11

11

11

Corydon

Rehoboth

Elizabeth

Lottick

Corner

Floyd County

Harrison County

Harrison C

ounty

Flo

yd C

ounty

Breckenridge

Kings Store

Lanesville

Old H

wy 1

35

Melview Rd. Rehobeth R

d.

Wiseman Rd.

Rd.Geswein

Smith

Creek Rd.

Old S

ale

m R

d.C

randall

Lanesville

Rd.

OL D H

E I

N Z R

D N

E

MERIWEATHER LN NE

11

337

337

337

62

Buck

Cre

ek

Cree

k

SouthForkBuck

Cree

k

Middle

ForkBuck

Melview Rd.

Beech St.

Poplar St.

Walnut St.62

Farq

uar

Ave.

IndianCreek

500'

11

500'

500'

INTERSTATE

64

C

B

KD

A

B

C

B

A

C

**

(L)

(L)

(L)

(R)

(R)

11

11

500'

500'

500'

500'

500'

500'

Greenbrier R

d.

J*

G

H

G

H

F

F

I**

I**

Type III-A Barricades

Detour Route

Construction Sign

Low Intensity Construction Warning Light, Type A

***

**

*

Closure Area

With 24 Lft. of Type III-A Barricade

With 8 Lft. of Type III-B Barricade

Cardinal Direction (North, M3-2(N)) or (South, M3-4(S))

With State Road (11) Sign (M1-5)

LEGEND

DETOUR PLANScale: 1"=4000'

Scale: 1"=500'

INTERSECTION OF SR 11 AND SR 337

INTERSECTION OF SR 337 AND SR 62Scale: 1"=500'

Scale: 1"=500'

PROJECT WORKSITE


D

INTERSECTION OF SR 11 AND SR 62Scale: 1"=500'

500'

500'

500'

500'

11

11

62

Westridge Forest Ct

Hallway

Broadus Rd.

E***

A(R)

B(R)

A(R)

A(R)

B(R)

K

C

***(R)

500'

A(R)

B(R)

211

500'

A(L)

E***

(L)500'

B(L)

A(L)

C

C

C

C

C

C

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

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DRAWING NUMBERCLF

JAS JAS

CLF

B-39896 1600486

1600486

011-31-10182

5 22

AS NOTED


ROAD

CLOSED

ROAD

CLOSED

500 FT 1000 FT

DETOUR

AHEAD

36"x36"

XW20-2

36"x36"

XW20-3

36"x36"

XW20-3

NOTES:

Install R11-3a Road Closure sign assemblies on Type III-B barricades.

4. Install R11-2 Road Closure sign assemblies on Type III-A barricades.

raised pavement markers (SRPM).

centerline and solid white edge lines and replace snowplowable

3. Upon completion of the project restripe the double yellow

to be placed as directed by the engineer prior to construction.

2. Two - "Route Number Closed On or After ___" Signs (XG20-5)

E 801-TCDT-04 for Detour Route Marker Assembly Details.

placement of signs and devices in a rural detour and

1. Refer to INDOT Standard Drawing E 801-TCDT-01 for

Advance Turn Arrow (M5-1 or M5-2) (L or R)

State Route (11) (M1-5)

Cardinal Direction (North, M3-1(S)) or (South, M3-3(S))

Detour (XM4-8)

Advance Turn Detour Route Marker Assembly

Directional Arrow (M6-1 or M6-2) (L or R)



Detour (XM4-8)

Directional Detour Route Marker Assembly

Directional Arrow (M6-3)



Detour (XM4-8)

Confirming Detour Route Marker Assembly



End Detour (XM4-8a)

End Detour Route Marker Assembly

AHEAD

ROAD

CLOSED

36"x36"

XW20-3

C

F

A

B

D

E

G H

I"Road Closed __ Miles Ahead" (R11-3a)

Road Closure Sign Assembly

J

K

"Road Closed" (R11-2)


"Detour Arrow" (XM4-10 (L or R))

"Road Closed __ Miles Ahead" (R11-3a)


SIGN LEGEND:

10+00

10+65

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

VERTICAL SCALE

gai consultants

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of

DRAWING NUMBER

1600486

1600486

B-39896

ECL KTH6 22


INDIANA

Greenbrier Road Sheet 1Model:

011-31-10182

BWCBWC

725

730

735

740

745

750

755

760760

725

730

735

740

745

750

755

760760

6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00

1.85%3.00%

744.7

743.9

725

730

735

740

745

750

755

760760

725

730

735

740

745

750

755

760760

6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00

5.56%

1.12%

ASP

HA

LT

ASP

HA

LT

WO

OD

S

WOODS

ASP

HA

LT

WO

OD

S

ST

ON

EST

ON

E

ST

ON

E

RET

AININ

G W

ALL

ST

ON

EST

ON

ECSP 2

4

HE

AD W

ALL

LOPP

BRATCHER

LOGSDON

SR 1

1

LIN

E "

A"

GREENBRIER ROADLINE "S-1-A"

BU

CK C

REE

K N

ORT

H

SO

UT

H F

OR

K

LINE "S-1-A"

PLAN AND PROFILE

Proposed Profile Grade Line "S-1-A"

Existing Grade

+31.2

3, -21.8 Sig

n-sin

gle p

ost

1" = 20'

1" = 5'

Sta. 10+00.00 Line "S-1-A"

Sta. 129+61.47 Line "A" =

EQUATION:

HARRISON COUNTY

POSEY TOWNSHIP

SECTION 27, T4N, R5E

HARRISON COUNTY

POSEY TOWNSHIP


Const. LimitsConst. Limits

Const. Limits

Const. Limits

D1D1D1

RRWW

KK

STA. 129+65.00

END INCIDENTAL CONSTRUCTION

BEGIN CONSTRUCTION /

STA. 129+05.00

BEGIN INCIDENTAL CONSTRUCTION

RR

93°3'9"

EL. 744.45

STA. 10+31.00

END CONSTRUCTION

EL. 743.96

STA. 10+11.00

(SR 11 E.P.)

BEGIN CONSTRUCTION

+38.5'

+00.00

+70'

+PL

+45'

+00.00

+70'

+00.00

+35'

+00.00

+35'

+25.00

+80'

+75.00

Proposed R/W

Proposed R/W

All R/W described from Line "A" except as shown

All Topography described from Line "S-1-A"

STA. 10+31.00 LINE "S-1-A"

END CONSTRUCTION

STA. 10+50.70 LINE "S-1-A"


Ditch LT.

4' Flat Bottom

742.50

10+50.00

741.50

10+32.00

741.400

130+00.00 "A"

10+29.00 "S-1-A"

LEGEND

D1

SUBGRADE TREATMENT TYPE IC, MODIFIED




HMA FOR APPROACHES, TYPE B:

G GUARDRAIL (SEE PROFIFE VIEW FOR TYPE)

K FULL DEPTH HMA PAVEMENT (SEE TYPICAL SECTIONS)

RVARIABLE DEPTH (165 LBS/SYS MIN.) QC/QA-HMA, 3, 70 SURFACE, 9.5MMMILLING, ASPHALT, 1.5 IN. AND

G

127+00

128+00

129+00

130+00

131+00

132+00

133+00

P.C. = 1

27+74.1

0

P.T. = 1

29+20.7

5

P.C. = 1

31+60.0

5

P.T. = 1

33+34.2

4

P.I. = 1

28+47.4

4

P.I. = 1

32+47.1

6

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

VERTICAL SCALE

gai consultants

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DRAWING NUMBER

1600486

1600486

B-39896

ECL KTH7 22


INDIANA

SR 11 Sheet 1Model:

011-31-10182

BWCBWC

STONE

ASPHALT

ASPHALT

WOODS

WOODS

WO

ODS

ASPHALT

ASPHALT

ASPHALT

WOODS

WOODS

WOODS

BUCK CREEK

HEAD WALL HEAD WALL

HEAD WALL

STONE STONE

STONE

STONE

CONC.

STONESTONE

RETAINING WALL

STONE

STONE

STONESTONE

STONE

BRIDGE

CSP 24

VCP 2

4

HEAD WALL

G P

720

725

730

735

740

745

750

755

720

725

730

735

740

745

750

755

127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00

0.50% -1.18%

744.1

5

744.4

0

744.5

4

744.4

0

743.9

8

743.4

3

743.1

2

741.3

741.8

742.6

743.4

743.9

744.0

743.7

743.2

743.1

743.0

742.7

742.7

742.9

0.30%

-1.20%

+85.0

7, -41.5

Anchor for guy rope

+70.7

3, 8

1.8 Pole-g

uy or stu

b

+71.8

8, -25.5 Pole

+85.3

6, -32.4 Pole

+07.3

0, 1

8.0 Sig

n-sin

gle p

ost

+17.1

3, 1

5.2 Sig

n-sin

gle p

ost

+84.9

2, 3

0.0 Sig

n-sin

gle p

ost

+48.6

3, -19.7 Sig

n-sin

gle p

ost

+59.7

1, -47.4

Tre

e c

onifero

us

LOPP

BRATCHER

LOGSDON

BEILEFELD

E = 1.06'

L = 174.19'

T = 87.11'

R = 3587.97'

PI = 132+47.16

CURVE DATA

E = 0.80'

L = 146.66'

T = 73.34'

R = 3354.19'

PI = 128+47.44

CURVE DATA

SR 11LINE "A"

LINE "A"

GR

EE

NB

RIE

R R

OA

DLIN

E "S

-1-A

"

BUCK CREEK NORTH

SOUTH FORK

BUCK CREEK NORTH

SOUTH FORK

129+

94.1

3

130+

05.5

6

130+

14.6

6

131+

63.8

6

132+

03.8

6

129+

67.0

6

N184037.6990, E843690.8110, El. 745.475

SR 11, Sta. 138+12.60, 18.3' Lt.,

TBM #6 - MAG Spk. S. Side Pole #E42722, N. Side

N183627.8220, E843038.2430, El. 742.24

SR 11, Sta. 131+71.88, 25.5' Lt.,

TBM #5 - MAG Spk. S. Side Pole #E42724, N. Side

N183386.7030, E842536.0240, El. 736.95

N. Side SR 11, Sta. 124+87.75, 43.0' Lt.

TBM #4 - MAG Spk. S. Side Utility Pole #E42854

SR 1

1

POST

TEL. MARKER

S. SIDE

144.6

0'

6.90'205.80'

SR 1

1

POST

STOP SIGN

NE CORNER

POST

WARNING SIGN

S SIDE

3.30'

57.90'

71.1

0'

SR 1

1

RES. 4

805

EA2722

SIDE PWP

MNS N.93.

00' 34.3

0'

71.40'

WALL

BRIDGE

CORNER

NW

POLE #EA2838

SIDE PWR

MAG NAIL NE

EA2854

POLE #

SIDE PWR

MAG NAIL NW

RO

AD

GREENBRIE

R

#EA2725

POLE

PWR

SIDE

NAIL N

MAG

#4805

MAILBOX POST

N.W. CORNER

POINT #4 STA. 124+81.80, 43.0' LT. POINT #5 STA. 130+40.75, 14.1' LT. POINT #6 STA. 138+12.62, 18.3' LT.

APP. R/W (PER DEED)

LINE "A"

PLAN AND PROFILE

1" = 20'

1" = 5'

HARRISON COUNTY

POSEY TOWNSHIP


HARRISON COUNTY

POSEY TOWNSHIP


VC = 410.00'

El. = 744.80

PVI Sta. = 131+30.00

VC = 160.00'

El. = 742.80

PVI Sta. = 133+00.00

LEGEND



KK

D1D1D1

KK

D1

4' Flat Bottom Ditch RT.

RR

STA. 129+05.00


STA. 10+31.04

END CONSTRUCTION

LINE "S-1-A"

P.O.T. 10+65.10

STA. 129+65.00



Sta. 10+00.00 Line "S-1-A"

Sta. 129+61.47 Line "A" =

EQUATION:

50'

R

25'

R

RR

WW

G

G

130+

44.1

3

130+

84.1

3

130+

52.1

6

130+

92.1

6

132+

53.8

6

131+

55.8

3

131+

95.8

3

132+

39.5

8

132+

89.5

8

Req'd. Rt. 40 ft. MGS Transition

Type OS Req'd. Rt.50' ft. Guardrail End Treatment

Req'd. Rt.40' MGS Transition

Height Trans. Req'd. Rt.37.5' ft. MGS Guardrail

8.1 ft. Standard W-Beam Guardrail

Type OS Req'd. Lt.50 ft. Guardrail End Treatment

Treatment Type OS Req'd. Lt.50' ft. Guardrail End

Guardrail Req'd. Lt.43.75' ft. MGS

Req'd. Rt.40' ft. MGS Transition

Poposed Profile Grade Line "A"

33'

G

G

33'

29.11'

129+

65.0

129+

94.1

132+

90.1

7

133+

23.2

4

132+

86.3

0

132+

53.4

9

36' Rt.

+02.65

46.76' Rt.

+97.28

D

SUBGRADE TREATMENT TYPE II

6 IN. COMPACTED AGGREGATE NO. 53 ON




D1







739.16

131+38.00740.20

131+00.00741.40

130+00.00

4' Flat Bottom Ditch RT.

El. = 743.98

STA. 129+65.00



MATCH EXISTING ELEVATION

STA. 129+05.00


11'

10.1

2'

2.9

3'

11'

11'

4.3

3'

4.3

3'

4.3

3'

11'

11'

4.3

3'

Const. Limits

Const. Limits

Const. Limits

Const. Limits

93°3'9"

Botto

m4'

Ditch

Const. Limits

Botto

m4'

Ditch

+70'

+PL

OO

All Topography and R/W described from Line "A"

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

+45'

+00.00

+45'

+00.00

+70'

+00.00

+38.5'

+00.00

+35'

+00.00

+35'

+25.00

Proposed R/W

+80'

+75.00

+80'

+25.00

+45'

+75.00

+35'

+15.00

+90'

+95.00

+90'

+65.00

Proposed R/W

A

4'

w/24" Pipe End Section

3.5' Pipe, Type 1 Extension

STR. 101

3:13:1

SECTION A-A(See Sheet 6 for "S-1-A" Ditch Profile)

(4' Min)Varies

2'-0"

4'-0"

STA. 10+50.70


PAVEMENT

EDGE OF

40 ft. MGS Transition Req'd. Lt.

Req'd. Rt.Terminal System, 25 ft. Radius38.5 ft.Curved W-Beam Guardrail

133+00

134+00

135+00

136+00

137+00

138+00

P.T. = 1

33+34.2

4

P.I. = 1

36+31.3

9

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

BEAN FIELD

BEAN FIELD

BEAN FIELD

WOODS

WOODS

WOODSWOODS

WOODS

ASPHALT

STONE

STONE

STONESHOULDER

STONE STONE

STONESTONE STONE

SHOULDER

ASPHALT

CSP 24

CONTROL POINT #6TBM #6 ELEV. - 745.47

W M

W M

G P

W M

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

VERTICAL SCALE

gai consultants

9/1

2/2

019

3:2

1:3

0 P

MPlot:

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nsportation.tbl

By:

Pen:


of

DRAWING NUMBER

1600486

1600486

B-39896

ECL KTH8 22


INDIANA

SR 11 Sheet 2Model:

011-31-10182

BWCBWC

720

725

730

735

740

745

750

755

720

725

730

735

740

745

750

755

133+00 133+50 134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00

0.44%

743.1

2

743.0

7

742.9

743.0

743.2

743.4

743.6

743.9

744.1

744.4

744.8

745.2

745.8

0.30%

+06.5

5, 4

4.5

Anchor for guy rope

+10.9

2, 2

1.3 Pole-g

uy or stu

b

+54.1

0, -34.0 Fire h

ydra

nt

+52.4

1, 2

0.3

Mail b

ox (sin

gle b

ox)

+56.4

7, 2

0.2

Mail b

ox (sin

gle b

ox)

+03.7

4, 1

5.8

Mail b

ox (sin

gle b

ox)

+19.9

1, -25.9 Pole

+47.9

6, -28.4 Pole

+80.6

3, -28.8 Post

+81.5

6, -30.4 Post

+79.9

0, -30.6 Post

+07.3

0, 1

8.0 Sig

n-sin

gle p

ost

+33.3

2, 1

4.3 Sig

n-sin

gle p

ost

+93.1

3, -15.6 Sig

n-sin

gle p

ost

+65.2

9, 2

1.2 Stu

mp

+52.9

5, -50.5

Tre

e d

ecid

uous

+97.9

4, 2

0.2

Tre

e d

ecid

uous

+00.5

7, 2

0.0

Tre

e d

ecid

uous

+20.0

9, -45.3

Meter-

water

+55.2

5, -42.0

Meter-

water

+80.8

0, -29.9

Meter-

water

BRATCHER

LOPP

Existing Grade

E = 1.06'

L = 174.19'

T = 87.11'

R = 3587.97'

PI = 132+47.16

CURVE DATA

PI = 136+31.39

CURVE # 7

SR 11SR 11

EASEMENT

EASEMENT

EASE

ME

NT

LINE "A"

PLAN AND PROFILE

1" = 5'

1" = 20'

VC = 150.00'

El. = 742.80

P.V.I Sta. = 134+80.00

HARRISON COUNTY

POSEY TOWNSHIP

SECTION 27 T4N, R5E

HARRISON COUNTY

POSEY TOWNSHIP

SECTION 27 T4N, R5E

Proposed Profile Grade Line "A"

N57°40'42"E

Line "A"

N56°39'32"E

Line "A"

N57°40'42"E

Line "A"

Const. Limits

Const. Limits

KKRRRR

WW

DD



D

SUBGRADE TREATMENT TYPE II

6 IN. COMPACTED AGGREGATE NO. 53 ON




D1







LEGEND

SHEETSEE PREVIOUS

10'

10.9

8'

2'

2'

11'

11'

4.3

3' 1

5'

R

15'

R

2'

CL. II, 9.7'

+70.3

9

739.80

133+50.00

Ditch LT.

4' Flat Bottom

90°0'0"

Two Single Resets

Mailbox Assembly,

Proposed R/W

Proposed R/W

+35'

+50.00

+30'

+50.00

+30'

+90.00

+45'

+80.00

All Topography and R/W described from Line "A"

STA. 133+80.00


END CONSTRUCTION /

STA. 134+40.00


El. = 743.15

STA. 133+80.00


END CONSTRUCTION

w/2 24" Pipe End Sections

34' Pipe, Type 3

STR. 102

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

VERTICAL SCALE

gai consultants

9/1

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019

11:4

7:2

5 A

MPlot:

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nsportation.tbl

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Z:\Infra\2017\D170118.06 - 6120 SR 11S Fork Buck C\CAD\Production Drawings\D170118.06_Roadway Superelevation.dgn

of

DRAWING NUMBER

1600486

1600486

B-39896

ECL KTH9 22


INDIANA

Sheet 1Model:

011-31-10182

BWCBWC

128+

00

129+

00

130+

00

131+

00

132+

00

133+

00

134+

00

PROFILE GRADE

129+

65.0

0

130+

25.0

0

130+

80.0

0

131+

96.0

0

132+

88.0

0

134+

00

133+

80.0

0

0.493

1%0.4913%

92' SUPER TRANSITION60' SUPER TRANSITION

131+

69.2

3

131+

96.0

0

132+

88.0

0

133+

80.0

0

26.77' SUPER TRANSITION

92' SUPER TRANSITION

PROFILE GRADE

135+

00

0.2304%0.4931%

RT. TRAVEL LANE

LT. TRAVEL LANE

RT. TRAVEL LANE

LINE "A"

SUPER ELEVATION DIAGRAM

N/A

-0.3

52'

-0.3

52'

LT. TRAVEL LANE

-0.2

2'

-0.2

2'

-0.2

2'

+0.3

52'

+0.3

52'

-0.1

4'

R

LL

R R

L

R

LEFT TRAVEL LANE

RIGHT TRAVEL LANE

LEGEND

P.T. 129+

20.7

5

P.C. 131+

60.0

5

P.T. 133+

34.2

4

Tie-In 743.49

Tie-In 743.96

ExistingExisting

-0.4333%Tie-In 743.92

0.35%

116' SUPER TRANSITION

-0.1

0'

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE

INDIANA


gai consultants

9/1

1/2

019

3:4

9:2

2 P

MPlot:

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nsportation.tbl

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Z:\Infra\2017\D170118.06 - 6120 SR 11S Fork Buck C\CAD\Production Drawings\D7170118.06_Soil Borings.dgn

DRAWING NUMBER

TDJB-39896 1600486

1600486

011-31-10182

10 22

Sta. 131+07 "A", 6.0' Rt.

TB-1

LLine "A"

C Structure &

Sta. 131+56 "A", 8.0' Lt.

TB-2

130+00

129+00

131+00

132+00

133+00

PLAN - BORING LOCATIONS

" = 1'-0"161Scale:

RLJ

KMP

RLJ

KMP

SOIL BORINGS

E = 0.80'

L = 146.66'

T = 73.34'

R = 3354.19'

P.I. 128+47.44 "A" =

128+00 129+00 130+00 131+00 132+00 133+00 134+00

20' E

ase

ment

Bratcher

James Michael & Cynthia

E = 1.0573'

L = 174.19'

T = 87.11'

R = 3587.97'

P.I. 132+47.16 "A" =

Bielefeld

Earl F. & Katherine

Bratcher

James Michael & Cynthia

P.T. 127+74.10 "A"

SR 11

P.T. 129+20.75 "A"

129+50.00 "A"

BEGIN PROJECT

Logsdon

Jason Todd & Ellen Louise

P.I. 128+47.44 "A" Buck Creek

P.I. 132+47.16 "A"

Steven F. Lopp

P.T. 133+32.24 "A"

P.C. 131+60.05 "A"

HARRISON COUNTY

POSEY TOWNSHIP

SECTION 27, T-4-S, R-5-E

Skew: 15° Lt.

Sta. 131+24.00 "A"

Structure

133+80.00 "A"

END PROJECT

128+90.00 "A"


Constr. Limits

134+40.00 "A'


2502001501000100200 150250

Downstream Upstream

EXISTING STREAM PROFILE

710

720

730

740

750

760

770 770

710

720

730

740

750

760

EXISTING STRUCTURES

Existing structure to be removed.

built in 1966 with 1 span of 22'-0" and a 28'-0" clear roadway.

The existing structure is a single span, precast concrete bridge

HYDRAULIC DATA

100

100

100

500

500

500

HYDRAULIC SCOUR DATA

100

100

100

100

100

Low Scour Elevation =

Scour Depth (Total) =

Scour Depth (Contraction) =

Maximum Velocity at Q =

Q Elevation =

Q Discharge =

Low Scour Elevation =

Scour Depth (Total) =

Scour Depth (Contraction) =

Maximum Velocity at Q =

Q Elevation =

Q Discharge =

Proposed Low Structure Elevation =

Existing Low Structure Elevation =

Proposed Q Headwater Elevation =

Existing Q Headwater Elevation =

Proposed Backwater at Q =

Existing Backwater at Q =

Q Elevation =

Velocity Proposed=

Velocity Existing=

Design Discharge =

Drainage Area =

Existing Road Overflow Waterway Area =

Waterway Opening Provided =

Waterway Opening Required =

Constr. Limits

Constr. Limits

23'-0"

R

REINFORCED CONCRETE SLAB BRIDGE

WOODS

ASPHALT

HEAD WALL

STONE

RIP RAP

ASPHALT

WOODS

RETAINING WALL

WO

ODS

ASPHALT

STONE

VCP 2

4

CONC.

HEAD WALL

BRIDGE

STONE

WOODS

WOODS

STONE

STONE

ASPHALT

ASPHALT

ASPHALT

STONE

RIP RAP

BEAN FIELD

2" STEEL

POST

WOODS

ASPHALT

WOODS

ASPHALT

RIP RAP

STONE

WOODS

RETAINING WALL

WO

ODS

ASPHALT

STONE

VCP 2

4

CONC.

HEAD WALL

STONE

WOODS

STONE

STONE

ASPHALT

ASPHALT

ASPHALT

STONE

RIP RAP

BEAN FIELD

2" STEEL

POST

WOODS

WOODS

ASPHALT

ASPHALT

STONE

HEAD WALL

128+90.00 "A"


128+00 129+00 130+00 131+00 132+00 133+00 134+00

134+40.00 "A'


VC = 150'

El. 744.80

PVI Sta. 131+30.00

VC = 160'

El. 742.80

PVI Sta. 133+00

Line "A"

0.50% -1.18%0.44%

Flow line El. 736.85

Structure Limits

+03.8

1

+44.1

9

O.H.W. El. 737.83

Q100 El. 742.67 Line "A"

Proposed Profile Grade

Existing Ground Line

742.83 ft.

740.84 ft.

743.17 ft.

743.72 ft.

0.50 ft.

1.05 ft.

742.67 ft.

5.06 ft/s

3.76 ft/s

1400 cfs

1.59 sq.mi.

0 sq.ft.

169.71 sq.ft.

729.92 sq.ft.

734.13 ft.

2.72 ft.

2.72 ft.

5.71 ft/sec

743.39 ft.

1960 cfs

735.20 ft.

1.65 ft.

1.65 ft.

5.76 ft/sec

742.67 ft.

1400 cfs

HARRISON COUNTY

" SKEW: 15° LT. CLEAR ROADWAY: 30'-0" 871 SPAN: 38'-9

SR 11 OVER SOUTH FORK BUCK CREEK

Geotextiles, Type 1A (Typ.)

18" Revetment Riprap on

Drain Pipe (Typ.)

6" Ø End Bent(Typ.)

1'-6"

P.G. EL. 743.59

129+50.00 "A"

BEGIN PROJECT

P.G. EL. 742.81

133+80.00 "A"

END PROJECT

Modified Class V Drive Req'd.

W = 10'

+70

LIN

E "S

-1-A

"

P.OT. 10+00.00 Line "S-1-A"

P.O.T. 129+61.47 Line "A" =

Gre

enbrie

r Rd.

730

735735

730

RIP RAP

NOTES:

see Road Plan and Profile Sheet.

For guardrail limits and side ditch grades,

All R/W on this sheet is described from Line "A".

(Est. Qty. = * Sys.)

Hatched areas indicate limits of 4' wide sodding strip.

topo references, see Index.

For alignment references, benchmarks and

18" Revetment Riprap over * Sys. of Geotextiles)

Riprap over Geotextiles. (Est. Qty. = * Tons of

Cross-Hatched areas indicate limits of 18" Revetment

Line "A"

APP. R/W (PER DEED)

2:1

**2:1

*┴ To Abutment

P.O.T. 11+71.07 "T-1-A"

P.O.T. 130+94.96 "A", 68.00' LT. =

END CHANNEL CONSTRUCTION

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

P.O.T. 131+81.25 "A", 69.50' RT. =

BEGIN CHANNEL CONSTRUCTION

P.C. 10+29.02 "T-1-A"

P.I. 10+51.09 "T-1-A"

P.T. 10+70.59 "T-1-A"

P.T. 11+60.71 "T-1-A"

P.I. 11+41.99 "T-1-A"

P.C. 11+22.81 "T-1-A"

CURVE DATACURVE DATA

CURVE DATA

L = 41.57'

T = 22.07'

R = 50.00'

P.I. 10+51.09 "T-1-A" =

CURVE DATA

L = 37.90'

T = 19.18'

R = 100.00'

P.I. 11+41.99 "T-1-A" =

for Underdrain, Type 3 (Typ.)

Cys. on Sys. of Geotextile

Structure Backfill, Type 4

50 50

L10+00 "T-1-A", F EL. 738.00

BEGIN CHANNEL CONSTRUCTION

11+71.07 "T-1-A", F EL. 736.00

END CHANNEL CONSTRUCTION

L

Scales: 1" = 100'-0" Horizontal, 1" = 5'-0" Vertical

1.14%

TYPICAL CHANNEL SECTION

Line "T-1-A"

Varies

Approx. Exist. Ground

3'-0"

2'-0"

3'-0"

for Riprap Type 1A (Typ.)

18" Revetment Riprap Over Geotextiles

2:1 2:1

Constr. Limits

KMP

NRT

VariesVariesVaries

20' Max.

R/W

R/W

R/W

R/W

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE

9/1

1/2

019

3:4

9:4

8 P

MPlot: gai consultants

11 22


INDIANA

tho

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Z:\Infra\2017\D170118.06 - 6120 SR 11S Fork Buck C\CAD\Production Drawings\D170118.06 Layout.dgn

VERTICAL SCALE

HORIZONTAL SCALE

1"=30'-0", U.N.

1"=10'-0", U.N.

-

1600486

1600486B-39896

LAYOUTKMP TMT

KMPMJM

011-31-10182

740

740

740

740

740

740

740

740

745

750

755

760

743.9

0

744.1

5

744.4

0

744.5

4

744.4

0

743.9

8

743.4

2

743.1

0

743.0

5

742.6

743.4

743.9

744.0

743.7

743.2

743.1

743.0

742.7

742.7

742.9

743.0

743.2

743.4

G P

W M

W M

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE

INDIANA


gai consultants

9/1

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9:5

1 P

MPlot:

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Z:\Infra\2017\D170118.06 - 6120 SR 11S Fork Buck C\CAD\Production Drawings\D170118.06_General Plan.dgn

DRAWING NUMBERNRT RLJ

B-39896 1600486

1600486

011-31-10182

12 22

TYPICAL SECTION" = 1'-0"8

3SCALE:

30'-0"

Clear

Road

way

33'-0"

Out

To O

ut

Copin

g

" = 1'-0"81Scale:

PLAN

" Bent To Bent8738'-9

" Out To Out Bridge Floor2140'-4

Ledge (

Typ.)6" P

vm't.

131+00

1'-6"

1'-6"

Riprap

2'-0"6'-0"

(Typ.)

3'-0"

4'-0" Sod

Strip (Typ.)

8'-0"

Revetment

" = 1'-0"81Scale:

Bridge Railing Type FC (Typ.)

Q100 El. 742.67

FixedFixed

Existing Ground

El. 736.85

Flow Line

GENERAL PLAN

0.50% -1.18% Concrete Bridge railing Transition Type TFC (Typ.)Guardrail MSG Transition Without Curb (Typ.)

on Geotextile, Type 1A (Typ.)

18" Revetment Riprap

P.G. El. 744.54

Sta. 131+4.59 "A"

Abutment No. 1

P.G. El. 744.43

Sta. 131+43.40 "A"

Abutment No. 2

ELEVATION

Type IA JointType IA Joint

Skew: 15°0'0"

R.C. Br. Approach (Typ.)

20'-6"

REINFORCED CONCRETE SLAB BRIDGE

HARRISON COUNTY

" SKEW: 15° LT. CLEAR ROADWAY: 30'-0" 871 SPAN: 38'-9

SR 11 OVER SOUTH FORK BUCK CREEK

DESIGN DATA

DEAD LOAD

FLOOR SLAB

CONCRETE

REINFORCING STEEL

f'c = 4,000 psiClass "C" Concrete:

f'c = 3,000 psiClass "B" Concrete:

f'c = 3,500 psiClass "A" Concrete:

DECK FALSEWORK LOADS

removable deck forms, and 2-ft exterior walkways.

Designed for 15 lb/ft2 for permanent metal stay-in-place deck forms,

CONSTRUCTION LIVE LOAD

coping over a 30-ft length of the deck centered with the finishing machine.

75 lb/ft vertical force applied at a distance of 6 in. outside the face of

Designed for 20 lb/ft2 extending 2 ft past the edge of coping and

FINISHING MACHINE LOAD

4500 lb distributed over 10 ft along the coping.

WIND LOAD

DESIGN STRESSES

with LRFD 3.8.1.

Designed for 70 mph horizontal wind loading in accordance

intersection of the girder bottom flange and web.

The bottom of overhang brackets were assumed to be braced against the

were assumed to be located 6 in. past the edge of the vertical coping form.

supported 6 in. outside the vertical coping form. The top overhang brackets

edge of the exterior beam. Finishing machine was assumed to be

overhang brackets were assumed for support of the deck overhang past the

and overturning using the construction loads shown below. Cantilever

The exterior beam has been checked for strength, deflection,

Fy = 60,000 psiGrade 60

CONSTRUCTION LOADING

GENERAL NOTES

Designed with a 7 1/2" structural depth plus a 1/2” sacrificial wearing surface.

(non-componsite) for permanent metal deck forms.

Actual weight plus 35 psf (composite) for future wearing surface and 15

and its subsequent interims .

AASHTO LRFD Bridge Design Specifications for Highway Bridges 8th Edition, 2019

Superstructure and Substructure designed for HL-93 loading in accordance with

all other parts, unless noted.

floor slab, 3” in footings, except bottom steel which shall be 4”, and 2” in Reinforcing steel cover shall be 2 1/2”in top and 1” minimum in bottom of

2"2"

Rail

1'-4"

Rail

1'-4"

(Typ.)

6"Drip Bead (Typ.)

" Ø Half Round43

Sla

b

1'-4"

2% 2%Joint (Typ.)

Type "A" Construction

Type FC (Typ.)

Concrete Railing,

(Typ.)

2'-9"

@ 40' on Center

Barrier Delineator Spa.

30'-0" Clear Roadway

33'-0" Out to Out Coping

Seal (Typ.)

Limits of Surface

Profile Grade

C Lanes & Line "A"L

El. 742.83

Low structure

2:1 ┴

To Ab

ut.2:1 ┴ To Abut.

Abument No. 2Abument No. 1 Span "A"

Line "A"SR 11

Sta. 130+79.30 "A" Sta. 131+68.71 "A"

Shldr.

4'-4"

Shldr.

4'-4"

11'-0"

Lane

11'-0"

Lane

STRUCTURE TO BE BUILT ON A 150' VERTICAL CURVE

3'-0"

2'-0"

El. 737.83

O.H.W.

Shoulder

4'-0"

Traffic Lane

11'-0"

Traffic Lane

11'-0"

Shoulder

4'-0"

Btm. Footing El. 732.00 Btm. Footing El. 732.00

2'-6" Abut.

(Typ.)

KMP KMP

Revetment Riprap

Existing

Ground

(Typ.)

8'-0"

4'-0" 4'-0"

1'-6

"

1'-0

"

Underdrain, Type 3

Geotextile for

4'-0"

Sodding Strip

FOR APPROVAL

RECOMMENDED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILE

9/1

1/2

019

3:4

9:5

3 P

MPlot: gai consultants

13 22


INDIANA

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Pen:

Z:\Infra\2017\D170118.06 - 6120 SR 11S Fork Buck C\CAD\Production Drawings\D7170118.06_Bridge Summary.dgn

SCALE

B-39896

1600486

1600486

AS NOTED

KMP

KMP

TMT

MJM

BRIDGE SUMMARY

CONCRETE

ITEM

CLASS C CLASS A CLASS B

TOTALS

CYS. CYS. CYS. CYS. LBS.CYS. EACH LFT. SYS. LFT. EACH

CLASS C

RAILING

CONCRETEPILES

LBS. EACH EACH

RESTRIKE

DYNAMIC,

TEST PILE,

CYS. LFT.LBS.

TRAN.,TBT

RAILING

BRIDGE

CONC.

PS-2

RAILING,

SUBBASE

GRADED

DENSE

STEEL

REINF.

STEEL

REINF.

COATED

EPOXY

***

STEEL

TURAL

STRUC-

EACH

PLATE

ANCHOR

SHELLS

COATED

EPOXY

NO.

STEEL HHP ??x??

SHOE,SLEEVES

PRODUCTION

DYNAMIC,

TEST,TYPE SS

EXP. JOINT

LFT.

CONC. STR. MEMBERS

LFT. LFT.

BOLT

ANCHOR

EACH EACH EACH

CONCRETE

HOLES IN

DRILLED

FIELD

PVC, 4"

CONDUIT,

SFT.

*

SEAL

SURFACE

APPR., 10"

BRIDGE

CONC.

REINF.

SYS.

APPR., 12"

BRIDGE

CONC.

REINF.

LFT.NO. NO.

ENCASED

SHELL

CONC., STEEL

LFT. LFT.NO. NO. LFT.

ROCK, 18"

HOLE IN

CORED

SIZE

TYPE &

BOX BEAM

SIZE

TYPE &

I BEAM

EATOR

DELIN-

BARRIER

EACH EACH LBS. SFT.

ASSEMBLY

TIE BAR

THREADED

HOLES

DRILLED

FIELD

CURB

CONC.

INTEGRAL

FITTINGS

BASINS &

, GRATES,

CAST IRON

SUPERSTR. SUBSTR.

CLASS C

SUBSTR.FOOTINGS

SUMMARY OF BRIDGE QUANTITIES

011-31-10182

TDJ

730

735

740

745

750

755

760

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

730

735

740

745

750

755

760

730

735

740

745

750

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

129+50.00

730

735

740

745

750

ST

A. 129+05.0

2 T

O S

TA. 129+50.0

0

6:1

6:1

0.66% 2.00%6:1

5:12.00% 2.00% 2.00%

E.G.

Ele

v. 744.0

E.G.

Ele

v. 744.0

P.G.

Ele

v. 743.9

2P.G.

Ele

v. 743.9

6

129+05.00

730

735

740

745

750

755

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

129+65.00

730

735

740

745

750

755

2.00% 2.00%

P.G.

Ele

v. 743.9

8

E.G.

Ele

v. 744.0

Ac = 13.2 SFT

Af = 0.0 SFT

BEGIN CONSTRUCTION


Af = 19.2 SFT

Vc = 69.3 CYS Vf = 16.0 CYS

Ac = 70.0 SFT

Vc = 34.9 CYS Vf = 0.0 CYS

Ac = 55.5 SFT

Vc = 64.0 CYS Vf = 7.4 CYS

Af = 0.0 SFT

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

EXIS

T.

R/W

EXIS

T.

R/W

PR

OP.

R/W

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA

DEPARTMENT OF TRANSPORTATION VERTICAL SCALE

gai consultants

9/1

2/2

019

12:1

5:1

7 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

Pen:

Z:\Infra\2017\D170118.06 - 6120 SR 11S Fork Buck C\CAD\Production Drawings\D170118.06 Cross Sections.dgn

LINE "A"CROSS SECTIONS 14 22

730

735

740

745

750

755

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

130+00.00

730

735

740

745

750

755

730

735

740

745

750

755

0 5 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

130+50.00

730

735

740

745

750

755

ST

A. 130+00.0

0 T

O S

TA. 130+50.0

0

3:1

3:10.17% 3.09%

3:1

3:1

3:1

2.20% 2.20% 3.79%3:1

0.00%

E.G.

Ele

v. 743.7

E.G.

Ele

v. 743.2

P.G.

Ele

v. 744.1

5P.G.

Ele

v. 744.4

0

3:1

3:1

Ac = 47.6 SFT Af = 11.4 SFT

Vc = 69.9 CYS Vf = 34.8 CYS

Ac = 27.9 SFT

10

Af = 26.2 SFT

Vc = 47.6 CYS Vf = 30.7 CYSP

RO

P.

R/W

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

9/1

2/2

019

12:1

5:1

9 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

Pen:



730

735

740

745

750

755

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

130+79.30

730

735

740

745

750

755

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

131+00.00

730

735

740

745

750

755

ST

A. 130+79.3

0 T

O S

TA. 131+00.0

0

3:1

3:14.20% 2.20% 2.20% 2.20% 3.87%

3:1

0.00%

3:1

E.G.

Ele

v. 743.1

E.G.

Ele

v. 743.1

P.G.

Ele

v. 744.5

1P.G.

Ele

v. 744.5

4

Ac = 24.6 SFT Af = 43.0 SFT

Vc = 32.3 CYS Vf = 63.1 CYS

PR

OP.

R/W

80

730

735

740

745

750

755

PR

OP.

R/W

80

PR

OP.

R/W

PR

OP.

R/W

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

9/1

2/2

019

12:1

5:2

0 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

Pen:



730

735

740

745

750

755

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

131+50.00

730

735

740

745

750

755

730

735

740

745

750

755

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

131+68.71

730

735

740

745

750

755

ST

A. 131+50.0

0 T

O S

TA. 131+68.7

1

2.14% 3.79%3:1

E.G.

Ele

v. 743.0

E.G.

Ele

v. 742.9

P.G.

Ele

v. 744.4

0P.G.

Ele

v. 744.2

7

3:1

3:16.32%

3.52%

3:1

3:1

Ac = 20.0 SFT Af = 70.7 SFT

Vc = 35.8 CYS Vf = 74.8 CYS

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W @ 7

9'

PR

OP.

R/W @ 9

0'

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

9/1

2/2

019

12:1

5:2

2 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

Pen:



730

735

740

745

750

755

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

132+00.00

730

735

740

745

750

755

730

735

740

745

750

755

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

132+50.00

730

735

740

745

750

755

ST

A. 132+00.0

0 T

O S

TA. 132+50.0

0

3:1

3:16.32%

3.52%3.52% 3.79%

3:1

3:1

3:16.32%

3.52% 3.52% 3.52% 3.79%3:1

3:1

E.G.

Ele

v. 742.7

E.G.

Ele

v. 742.7

P.G.

Ele

v. 743.9

8P.G.

Ele

v. 743.4

3

3:1

3:1

3:1

Ac = 41.7 SFT Af = 58.4 SFT

Vc = 74.2 CYS Vf = 90.0 CYS

Ac = 38.4 SFT Af = 38.8 SFT

Vc = 84.2 CYS Vf = 61.5 CYS

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

9/1

2/2

019

12:1

5:2

4 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

Pen:



730

735

740

745

750

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

133+00.00

730

735

740

745

750

730

735

740

745

750

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

133+50.00

730

735

740

745

750

ST

A. 133+00.0

0 T

O S

TA. 133+50.0

0

3:1

0.00%3:1

3.24% 3.24% 3.24%2.93% 2.00%

3:1

2.09% 6.16%

E.G.

Ele

v. 742.9

E.G.

Ele

v. 743.0

P.G.

Ele

v. 743.1

2P.G.

Ele

v. 743.0

7

6:1

3:1

6:1

Ac = 52.2 SFT Af = 27.6 SFT

Vc = 121.5 CYS Vf = 31.3 CYS

Ac = 78.7 SFT Af = 6.2 SFT

Vc = 72.4 CYS Vf = 2.9 CYS

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

9/1

2/2

019

12:1

5:2

5 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

Pen:



730

735

740

745

750

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

133+70.39

730

735

740

745

750

730

735

740

745

750

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

133+75.00

730

735

740

745

750

ST

A. 133+70.3

9 T

O S

TA. 133+75.0

0

1.62% 0.53%

1.51% 2.23%

E.G.

Ele

v. 743.1

E.G.

Ele

v. 743.1

P.G.

Ele

v. 743.1

1P.G.

Ele

v. 743.1

3

Vf = 0 CYS

CLASS II DRIVE

Ac = 77.7 SFT Af = 0.0 SFT

Vc = 9.5 CYS

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

9/1

2/2

019

12:1

5:2

7 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

Pen:



730

735

740

745

750

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

133+80.00

730

735

740

745

750

730

735

740

745

750

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

134+00.00

730

735

740

745

750

ST

A. 133+80.0

0 T

O S

TA. 134+00.0

0

1.40% 1.00% 2.00%6:1

6:16:1

2.00% 2.00% 2.00%6:1

E.G.

Ele

v. 743.1

E.G.

Ele

v. 743.2

P.G.

Ele

v. 743.1

5P.G.

Ele

v. 743.1

5P.G.

Ele

v. 743.2

2

Ac = 25.1 SFT Af = 0.0 SFT

Ac = 19.2 SFT

END CONSTRUCTION


Vc = 16.4 CYS Vf = 1.8 CYS

Af = 4.8 SFT

Vc = 29.3 CYS Vf = 3.5 CYS

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

PR

OP.

R/W

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

9/1

2/2

019

12:1

5:2

8 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

Pen:



730

735

740

745

750

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075

730

735

740

745

750

ST

A. 134+39.9

9 T

O S

TA. 134+39.9

9

6:1

6:12.00% 2.00%

6:1

E.G.

Ele

v. 743.4

P.G.

Ele

v. 743.3

7

134+40.00Ac = 20.4 SFT Af = 0.0 SFT

Vc = 22.7 CYS Vf = 0 CYS

PR

OP.

R/W

PR

OP.

R/W

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

SURVEY BOOK

CONTRACT

DESIGNATION

SHEETS

of

PROJECT

BRIDGE FILESCALE

INDIANA


gai consultants

9/1

2/2

019

12:1

5:3

0 P

MPlot:

huynhkt

Tra

nsportation.tbl

By:

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access control none bridge plans

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