INDOT BRIDGE DESIGN AIDS - IN.gov · LOCATION INFORMATION SHEET 1 B-xxxxx 1 4 25 PE SEAL structures. location data and descriptions for all contract The purpose of this sheet is to

INDOT|BRIDGE DESIGN AIDS BDA 100‐02 | JANUARY 10, 2020 (REV. MAY 20, 2020)

Page | 1

BRIDGE SAMPLE PLANS – BRIDGE THIN DECK OVERLAY

Reference: IDM 14‐2.05 Bridge Plans, Preservation Project

IDM 412‐2.01 Preventative Maintenance Project

BDA 412‐01 Patching Quantities for Polymeric Overlays

BDA 412‐03 Polymeric Overlay Project Considerations

The following set of sample bridge plans has been developed to illustrate a typical set of Bridge

Thin Deck Overlay plans. The tables throughout this set of sample plans have been generated

using the Excel spreadsheet Tables for Bridge PM Thin Deck Overlay.xlsm. Instructions for using

this spreadsheet are provided on the Instructions tab within the file.

The plans were revised May 20, 2020 for minor editorial changes, and to remove the thin deck

overlay from the reinforced bridge approach slab on several of the bridges. INDOT has noticed

a relatively high percentage of failures of thin deck overlays on reinforced bridge approach

slabs, and Construction Memo 20‐08 published on May 11, 2020 has directed Designers and

Construction to prohibit this application.

DATE:

PLANS PREPARED BY:

CERTIFIED BY:

INDIANA DEPARTMENT OF TRANSPORTATION

INDIANA DEPARTMENT OF TRANSPORTATION

PHONE NUMBER:

DATE

$SIG_DT$

of

Contract No:

BRIDGE PREVENTATIVE MAINTENANCE PLANS

PE SEAL

317-555-1234

Engineer of Record

2

3

4

7

6

1

A CERTIFIED DOCUMENT."

"THIS MEDIA SHOULD NOT BE CONSIDERED

2020

to be used with these plans.

Standard Specifications dated

Indiana Department of Transportation

B-00000

project location, and approval signatures.

overview of the project, including project data,

The purpose of this sheet is to provide an

PURPOSE:

1 1 25

and INDOT CAD Standards Manual will govern.

the policies stated in the current Indiana Design Manual

for his/her individual project. In the event of a conflict,

The Designer must determine specific content of notes

in accordance with the current Indiana Design Manual.

attempt has been made to produce a reasonable design

used for this hypothetical project although every

INDOT makes no guarantee of the accuracy of data

level of specificity, and its expected appearance.

plan are intended only to show a need for a callout,

purposes only. The callouts and notes in this sample

This set of sample plan sheets is provided for illustrative

INTENDED USE AND DISCLAIMER INFORMATION:

Not to Scale

Vincennes District

PROJECT LOCATION

RECOMMENDED FOR LETTING:

BRIDGE THIN DECK OVERLAY

Posey

Gibson

Vanderburg

h

Warrick

Pike

KnoxDaviess

Dubois

CONTRACT NO. B-00000

8

5

2

3

1

4

5

Signature Block and PE Seal 8

Department of Transportation"

- For in-house projects, show "Indiana

Engineer of Record 7

Standard Specification Reference 6

- See Tables Excel file for instructions.

Bridge Index Table 5

(Typically No Scale)

- North Arrow and Scale

district

relative location throughout

- Show all contract structures and

Poject Location Map: 4

County/District Location Map 3

Project Work Description 2

- Page No. and Total Pages

- Contract No.

sheet:

Project Information required on every plan 1

REQUIRED ELEMENTS:

Text Style: 7 Pt Text

View Title: 12 Pt Text

County Labels: 10 Pt Text Min.

Location Map Text Callouts: 9 Pt Text

placed.

of the project to the area in which it is being

and appropriate scale to clearly depict the relation

Location Map must be of sufficient enough scope





Date:

Recommended for Approval:

$SIG_DT$

$ENG_SIGNATURE$

Contract No:

of

1B-00000

1 2 25

PE SEAL

information.

of all sheets in the plans and utilities contact

The purpose of this sheet is to provide a listing

PURPOSE:

INDEX

INDEX SHEET

REVISIONS

SHEET NO. DATE REVISED

BRIDGE SUMMARY ........................................................................ 25

24PAVEMENT MARKINGS SUMMARY ...................................................

19 - 23CONSTRUCTION DETAILS .............................................................

5 - 18MAINTENANCE OF TRAFFIC ...........................................................

4LOCATION INFORMATION SHEET ...................................................

3GENERAL NOTES & UTILITIES INFORMATION SHEET ......................

2INDEX SHEET ...............................................................................

1TITLE SHEET .................................................................................

2

3

4


Revision

Sheet No., Date, and Note of-

Revisions Information (complete as needed): 3

Sheet Index 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

Table Data: 9 Pt Text

Table Title: 12 Pt Text

Typ. All Tables on Index Sheet:

Date:


$SIG_DT$

$ENG_SIGNATURE$

Contract No:

of

1B-00000

1 3 25

PE SEAL

GENERAL NOTES & UTILITIES INFORMATION SHEET

INDIANA UNDERGROUND PLANT PROTECTION SERVICE, INC.

24 HOURS A DAY 7 DAYS A WEEK

1-800-382-5544 OR CALL 811

INDIANA UNDERGROUND

underground location service two (2) working days before commencing work.

Per Indiana State Law IC-8-1-26-16, It is against the law to excavate without notifying the

by others, and there is no guarantee of the accuracy or completeness of said locations

Note: Utility Locations are shown based upon information (maps and paint marks) supplied

NO UTILITY INVOLVEMENT IS ANTICIPATED

UTILITIES

documents.

provision must be included in the contract

Polymeric Concrete Bridge Deck Overlay

SPECIAL CONSIDERATIONS:

General Notes and utilities contact information.

The purpose of this sheet is to provide the

PURPOSE:

Pavement Markings Quantities).

All permanent pavement paint markings shall be applied twice (reflected in Permanent

area).

reinforced concrete bridge approach slabs (when not part of the Polymeric Overlay

Indicated areas of the bridge railings, bridge railing transitions, and top surface of

The following surfaces shall be Surface Sealed:

overlay system.

Existing Joint Type I-A shall be saw cut and sealed after application of polymeric

shown in the plans.

Polymeric Concrete Bridge Deck Overlay (3/8" thickness) shall be applied to the areas

Bridge deck to be patched prior to placement of overlay.

Documents Library, Indiana Department of Transportation.

Plans for the existing structures are available upon request from the Research &

GENERAL NOTES 2

3

4


- 811 Logo and Statement

Contact Phone

- Name, Address, Contact Person,

Utilities Information: 3

General Notes 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

Notes Text: 9 Pt Text

Notes Title: 12 Pt Text

Typ. All Notes on General Notes Sheet:

Date:


$SIG_DT$

$ENG_SIGNATURE$

Contract No:

of

LOCATION INFORMATION SHEET

1B-00000

1 4 25

PE SEAL

structures.

location data and descriptions for all contract

The purpose of this sheet is to provide detailed

PURPOSE:

3


instructions.

- See Tables.xls file for additional

Bridge Location Information Table 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

Text Notes: 9 Pt Text



Information Sheet:

Typ. All Tables and Notes on Location

2

Date:


$SIG_DT$

$ENG_SIGNATURE$

Contract No:

of

SUMMARY TABLE

MAINTENANCE OF TRAFFIC

1B-00000

1 5 25

PE SEAL

3

each contract structure.

summary of Maintenance of Traffic details for

The purpose of this sheet is to provide a

PURPOSE:

referenced for each location.

drawings or plan set sheet numbers

changed to "Proposed MOT" with standard

on the interstate. The "IHCP..." column ca be

This table can be amended for locations not


Not applicable to this project.**

NOTES

For Single Lane Closure Detail, see Sht. 7.

For Shoulder Closure Detail, see Sht. 6.

Any lane or shoulder closures outside the allowable times shown in the Traffic Summary require approval from the Engineer.

Nighttime Only: Single lane closure or single lane restriction in each direction any day of the week 9:00 p.m. to 6:00 a.m.

and weekdays 9:00 p.m. to 6:00 a.m.

Weekend or Nightime Only: Single lane closure or single lane restrictions in each direction between Friday 9:00 p.m. to Monday 6:00 a.m.

4


Notes 3

- See Tables.xls for additional instructions.

Maintenance of Traffic Summary: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:




Table Sheet:

Maintenance of Traffic Summary

Typ. All Tables and Notes on

2

Date:


$SIG_DT$

$ENG_SIGNATURE$

Contract No:

of

NOTES

SHOULDER CLOSURE DETAIL


1B-00000

1 6 25

PE SEAL

Summary table.

when included in the Maintenance of Traffic

and signage for a temporary shoulder closure

The purpose of this sheet is to provide a detail

PURPOSE:

information.

quantities. See Std. Dwg. 801-TCLC-07 for

Road requires slightly different sign layout and

Shoulder Closure on a Two-Lane Two-Way

Multi-Lane Divided Highway application.

Shoulder Closure Detail shown is for


For additional information, see Std. Dwg. 801-TCSC series.

Portable Changeable Message Sign shall be placed as directed by the Engineer.

tangent sections.

Channelizing Devices shall be spaced at 20' in tapered sections and at 50' in

LEGEND

Portable Changeable Message Sign (PCMS)

Channelizing Device

Work Site

B C D

160' 300'

B C DA

A

Not to Scale

SHOULDER CLOSURE DETAIL

B

C

D

SIGNS

CONSTRUCTION

XW20-1

XW21-5-A

G20-2

AHEAD

CONSTRUCTION

ROAD

DNE

R ROAD WO K

EDOS

R HTIG

L

OUSH L R

C

DE

SPEEDING

MAX 6 YRS

RECKLESS DRIVING

MAX 1000$

A

XW2-6-A

7

2

3

5

6 4


Notes 6

Legend 5

Maintenance of Traffic Quantities 4

Construction Signs with descriptions 3

- Construction Signs

- Channelizing Devices

- Shoulder Taper

- Work Area

Shoulder Closure Detail: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:


Dimensions and Text Callouts: 9 Pt Text

Detail Sub-Title: 9 Pt Text

Detail Title: 12 Pt Text

Typ. All Details and Notes:

Date:


$SIG_DT$

$ENG_SIGNATURE$

Contract No:

of

SINGLE LANE CLOSURE DETAIL


1B-00000

1 7 25

PE SEAL

Summary table.

when included in the Maintenance of Traffic

and signage for a temporary single-lane closure


PURPOSE:

Flagger Detail.

Road requires a Temporary Signal and/or

Single Lane Closure on a Two-Lane Two-Way

Multi-Lane Divided Highway application.

Single Lane Closure Detail shown is for

detail.

included in the contract documents to use this

Truck Mounted Attentuator provision must be


LEGEND

NOTES

SIGNS

CONSTRUCTION

SPEEDING

MAX 6 YRS

RECKLESS DRIVING

MAX 1000$

Portable Changeable Message Sign (PCMS)

Channelizing Device

Flashing Arrow Sign

Truck Mounted Attenuator

Work Site

AHEAD

CONSTRUCTION

ROAD

EDSLO

ADEAH

C

HTGRI NEA L

A

XW2-6-A

XW20-1

B

C

XW20-5R (or L)

D

XW4-2R (or L)

E

G20-2

DNE

R ROAD WO K

B C D

B C D

E

L1000'1500'2640' Distance

Roll Ahead

L21Space

Buffer

100'

E

A

A

Not to Scale

SINGLE LANE CLOSURE DETAIL

(mph)

Prior to Construction Zone

Posted Speed Limit

Taper Length "L"

55

60

65

70

660'

720'

780'

840'

For additional information, see Std. Dwg. 801-TCLC series.

A Flashing Arrow Sign shall be used when a freeway lane is closed.

Roll-Ahead Distance shall be per Manufacturer's specifications.

not present.

Type III Barricade may replace Truck-Mounted Attenuators when workers are

Portable Changeable Message Sign shall be placed as directed by the Engineer.

tangent sections.

Channelizing Devices shall be spaced at 50' in tapered sections and at 100' in

8

2

3

7

4

6

5


Notes 7

Legend 6

Maintenance of Traffic Quantities 5

Table of Minimum Taper Lengths 4

Construction Signs with descriptions 3


- Flashing Arrow Sign

- Channelizing Devices

- Lane Taper

- Truck Mounted Attenuator

- Work Area

Single Lane Closure Detail: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:


Dimensions and Text Callouts: 9 Pt Text

Detail Sub-Title: 9 Pt Text



80'

100' 50'

100'

100'

70'

40'6' Zone

36' x 6' Detection

Zone

6' x 6' Detection

w/ Wireless Detection

Temp. Traffic Signal

Marking, Removable, 24"

12' Temp. Transverse Pavement

for Signs & Locations

See Advance Sign Layout

Type 2

380' Temp. Traffic Barrier

(Taper Rate ±7:1)

100' Temp. Traffic Barrier, Type 2

36 Lft Barricade, Type III-A 48 Lft Barricade, Type III-A

Type III-A

24 Lft Barricade,

Type III-A

36 Lft Barricade,

S.R. 61

PAT

OK

A RIV

ER P

AT

OK

A RIV

ER

MIL

L S

T.

UNIO

N S

T.

JEFFE

RSO

N S

T.

MAI

N S

T.

100'

140'

80'

6'

40'

Zone

36' x 6' Detection

Zone

6' x 6' Detection


12' Temp. Transverse Pvm't.

Type 2


Type III-A

36 Lft Barricade,

Date:


MA

TC

HLIN

E A-A

MA

TC

HLIN

E A-A

Scale: 1" = 100'

DESIGN SPEED = 35 MPH

CONSTRUCTION ZONE

of1 8 25

PE SEAL

Contract No:1

B-00000

temporary signal.

maintenance of traffic plan employing a

descriptions, and quantities for one phase of

The purpose of this sheet is to provide layout,

PURPOSE:

For Advance Sign Layout, see Sht. 10.

For Maintenance of Traffic Legend and Notes, see Sht. 11.

NOTES

CONTRACT BRIDGE NO. 1

MAINTENANCE OF TRAFFIC PLAN - PHASE I

Type 2

Temp. Traffic Barrier

for Signs

& Locations

See

Advance Sign Layout

Type 2


(Taper Rate 6:1)


3 2

2

2

6

2

3

4

75


Notes 6

Construction Zone Design Speed 5

North Arrow and Drawing Scale 4

Temporary Signal w/ Detection Zones 3

- Direction of Traffic Arrows

- Barricades

- Temporary Pavement Markings

- Channelization Devices

- Temporary Traffic Barrier

- Work Area (hatched)

Maintenance of Traffic Elements: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

Type III-A

48 Lft Barricade,

PAT

OK

A RIV

ER P

AT

OK

A RIV

ER

S.R. 61

80'

100'

40'6' Zone

36' x 6' Detection

Zone

6' x 6' Detection


12' Temp. Transverse Pavement

for Signs & Locations

See Advance Sign Layout

Type 2


100'

(Taper Rate 10:1)


48 Lft Barricade, Type III-A

Type III-A

36 Lft Barricade,

S.R. 61

PAT

OK

A RIV

ER P

AT

OK

A RIV

ER

MIL

L S

T.

UNIO

N S

T.

JEFFE

RSO

N S

T.

MAI

N S

T.

100'

80'

6'

40'

Zone

36' x 6' Detection

Zone

6' x 6' Detection


12' Temp. Transverse Pvm't.

140'

Type 2


Type III-A

36 Lft Barricade,

Date:


MA

TC

HLIN

E A-A

MA

TC

HLIN

E A-A

Scale: 1" = 100'

DESIGN SPEED = 35 MPH

CONSTRUCTION ZONE

of1 9 25

PE SEAL

Contract No:1

B-00000

temporary signal.

maintenance of traffic plan employing a

descriptions, and quantities for one phase of

The purpose of this sheet is to provide layout,

PURPOSE:

For Advance Sign Layout, see Sht. 10.

For Maintenance of Traffic Legend and Notes, see Sht. 11.

NOTES


MAINTENANCE OF TRAFFIC PLAN - PHASE II

Type 2


for Signs

& Locations

See

Advance Sign Layout

(Taper Rate 6:1)


Type 2


6

7

4

2

23

3

2

5

2Signature Block and PE Seal 7

Notes 6

Construction Zone Design Speed 5

North Arrow and Drawing Scale 4

Temporary Signal w/ Detection Zones 3

- Direction of Traffic Arrows

- Barricades

- Temporary Pavement Markings

- Channelization Devices

- Temporary Traffic Barrier

- Work Area (hatched)

Maintenance of Traffic Elements: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

Type III-A

48 Lft Barricade,

Date:


For Construction Sign Details, see Std. Dwg. 801-TCSN-12.

NOTES

LEGEND

Type "A" Low Intensity Light

Construction Sign

Not to Scale

(Typical Each Direction)

ADVANCE SIGN LAYOUT

500' 500' 1000' 500' 500' 500' 500'

"End Construction"

XG20-2

Speeding Penalty Sign

XW2-6a-B

Reckless Driving Penalty Sign

XW2-6b-B

"Road Construction Ahead"

XW20-1

"Watch for Stopped Traffic"

XW103-1

"One Lane Ahead" & "25 M.P.H."

XW20 & XW13-1-A

"Do Not Pass"

R4-1-A

"Signal Ahead"

XW3-3a-B

"Stop Here on Red"

R10-6

of1 10 25

PE SEAL

Contract No:1

B-00000

preceding sheets.

maintenance of traffic detailed on the

layout of advance signs required for the phased

The purpose of this sheet is to provide the

PURPOSE:


ADVANCE SIGN LAYOUT

on MOT Plan

Stop Bar as shown

4

5

3

2


Notes 4

Legend 3

Advance Sign Layout 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

Date:


LEGEND

Barricade, Type III-A

Temporary Traffic Signal & Support

Temporary Traffic Barrier

Work Area

Direction of Traffic

Channelizing Device

Flashing Arrow Sign

Construction Warning Light, Type A

Construction Sign

Timing information will be furnished by the District Traffic Engineer.

All signal equipment to remain the property of the Contractor.

SIGNALIZATION NOTES

Drums to be spaced at 20' in taper and 40' in tangent section.

Construction Zone Design Speed = 35 mph.

Contractor to provide 11' travel lane and 1' min. shoulder.

One lane of traffic shall be maintained throughout the length of the project.

NOTES

of1 11 25

PE SEAL

Contract No:1

B-00000

sheets.

for the MOT plan detailed on the preceding

legend, and maintenance of traffic quantities

The purpose of this sheet is to provide notes,

PURPOSE:


MAINTENANCE OF TRAFFIC LEGEND & NOTES

1 2 3

SIGNAL PHASING DIAGRAM

4

5

3

6

2


Diagram

Signalization Notes and Signal Phasing 5

Notes 4

Legend 3

Route Signs

Maintenance of Traffic Quantities for Detour 2


- Contract No.

sheet:


REQUIRED ELEMENTS:



Text Callouts: 9 Pt Text


Typ. All Details, Notes, and Tables:

Date:


NOTES

1

21

C

C

2

Detail.

See I-69/SR 68

4

C

C

C

C

2 1

2

2

A

A

A

B

B

B

EC

C

D

D

C

C

A

B

B

BA

A

4

C

F

C

C

D

6

Not to Scale

I-69/I-64 DETAILNot to Scale

I-69/SR 68 DETAIL

Not to Scale

I-64/SR 61/SR 68 DETAIL

0 1 mi

D

For Work Area Sign Layout Detail, see Sht. 18.

For Maintenance of Traffic Legend and Quantities, see Sht. 13.

Elberfeld

Area

Conservation

Wetland

Lost Hill

Lynnville

Type III-B (Typ.)

2 @ 12 Lft Barricade,

Detail.

See I-64/SR 61/SR 68

1

1

of12 25

Contract No:B-00000

PE SEAL

in the Maintenance of Traffic Summary table.

and signage for a detour route when called for

The purpose of this sheet is to show details

PURPOSE:


DETOUR PLAN - S.R. 68

Des. No. 1800308

Str. No. 068-87-07188

Project Bridge No. 2

Des. No. 160150


68INDIANA

57INDIANA

61INDIANA

68INDIANA

61INDIANA

68INDIANA

61INDIANA

61INDIANA

68INDIANA

68INDIANA

68INDIANA

Big Creek

Pigeon Cre

ek

Detail.

See I-69/I-64

Type III-B (Typ.)


2

3

4


Notes 3


- Detour Route Markers

Sign Assemblies

- Barricades, Road Closure

- Detour Traffic Direction Arrows

- Detour Route Clearly Identified

- Roads with labels

- Project Area

- North Arrow (Typ. Not to Scale)

Detour Map: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

INTERSTATE

69

INTERSTATE

64

INTERSTATE

69

INTERSTATE

64

INTERSTATE

64

INTERSTATE

64INTERSTATE

64

INTERSTATE

69INTERSTATE

69

(E,W)

(E,L)

(E,L)

(W,L)

(E,L)(E,L)

(E,R) (E,R)

(E)

(E)(E,R)

(E,R)

(W)

(W)

(E)(E,L)

(E,L)

(E,L)

(W,R)

(E)

(E)

(E)

(W)

(L)

(W)

(W)





Date:


DETOUR ROUTE MARKERS

NOTES

INDIANA

68

EAST

DETOUR XM 4-8

(East or West)

M3-2S or M3-4S

M1-5

M5-1(L or R)S

A

INDIANA

68

EAST

DETOUR XM 4-8

(East or West)

M3-2S or M3-4S

M1-5

M6-1(L or R)S

B

INDIANA

68

EAST

DETOUR XM 4-8

(East or West)

M3-2S or M3-4S

M1-5

M6-3S

C

INDIANA

68

EAST

DETOUR

XM 4-8

(East or West)

M3-2S or M3-4S

M1-5

M6-2(R)S

D

INDIANA

68

DETOUR

ENDXM 4-8a

M1-5

M6-1(L or R)S

E

INDIANA

68

DETOUR

ENDXM 4-8a

M1-5

M6-3S

F

LEGEND

E

W

L

R Right

Left

West

East


Road Closure Sign Assembly

Type III Barricade &

Type III Barricade

Construction Sign

1

1

preceding sheet.

signs required for detour route detailed on the

illustrations, descriptions, and quantities of

The purpose of this sheet is to provide

PURPOSE:

For Work Area Sign layout Detail, see Sht. 18.

See Std. Dwg. 801-TCDT-01 for additional sign location details.

of13 25

Contract No:B-00000

PE SEAL

ROAD CLOSURE SIGN ASSEMBLIES

CONSTRUCTION SIGNS

R3-1(R or L)

3

XW20-2 XW20-3

1 2

5 6

XM4-10(L or R)R11-3

4

E

A

O

A

D

H DE

S

AR D

OLC

S

A

OL DE

OR

C

D

U

HA E DA

RED TO

OURDETXX

OL S DECOR A D

RT FAAC L NO YLIF C

LI SEM DA

OL

A EH


DETOUR SIGNS - S.R. 68

6

8

5


Notes 7

Legend 6

Route Signs


information.)

(See IMUTCD for additional location

Road Closure Sign Assemblies 4

information.)

(See IMUTCD for additional locatio

Construction Signs 3

information.)


Detour Route Markers 2


- Contract No.

sheet:


REQUIRED ELEMENTS:






2

4

7

3

Date:


NOTES

0 2 mi

150

50

50

B

B

B

A

A

A

A

2

2

2

21

1

C

C

C

C

C

E

D

4

46



1

1


and signage for a detour route when called for


PURPOSE:

of14 25

Contract No:B-00000

PE SEAL



241INDIANA

57INDIANA

56INDIANA

61INDIANA

61INDIANA

57INDIANA

257INDIANA

356INDIANA

241INDIANA

550INDIANA

B

6

East

Fork

WhiteRiver

WhiteRiver

White

River

Creek

Pond

Cree

kVeale

Wheatland Washington

Petersburg

Monroe City

Daviess

County

Pike

County

Pike County

Knox County

Knox

Cou

nty

Daviess

County

Type III-B (Typ.)


Type III-B (Typ.)


3

4

2

Des. No. 1800313

Str. No. 061-42-07853



Notes 3



Sign Assemblies




- Roads with labels

- Project Area


Detour Map: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

INTERSTATE

69

50

(N,R)

(N,R)

(R)

(N,L)

(S,R)

(S,R)

(S,R)

(S,R)(S,L)

(S,L)

(L)

(N)

(N)

(N)

(S)

(S)

(S)

(N,L)

(N)

(S)

(N,L)(N,L)





B A

B

A

C

C

C

Date:



NOTES

INDIANA

61

DETOUR

ENDXM 4-8a

M1-5

M6-1(L or R)S

D

LEGEND

N

S

L

R

INDIANA

61

NORTH

DETOUR XM 4-8

(North or South)

M3-1S or M3-3S

M1-5

M5-1(L or R)S

A

INDIANA

61

NORTH

DETOUR XM 4-8

(North or South)

M3-1S or M3-3S

M1-5

M6-1(L or R)S

B

INDIANA

61

NORTH

DETOUR XM 4-8

(North or South)

M3-1S or M3-3S

M1-5

M6-3S

C

Right

Left

South

North




Type III Barricade

Construction Sign

INDIANA

61

DETOUR

ENDXM 4-8a

M1-5

M6-3S

E

1

preceding sheet.




PURPOSE:

1

For Work Area Sign layout Detail, see Sht. 18.


of15 25

Contract No:B-00000

PE SEAL

CONSTRUCTION SIGNS

R3-1(R or L)

3

XW20-2 XW20-3

1 2

5 6

XM4-10(L or R)R11-3

4

E

A

O

A

D

H DE

S

AR D

OLC

S

A

OL DE

OR

C

D

U

HA E DA

RED TO

OURDETXX

OL S DECOR A D

RT FAAC L NO YLIF C

LI SEM DA

OL

A EH




6

8

5


Notes 7

Legend 6

Route Signs


information.)



information.)



information.)




- Contract No.

sheet:


REQUIRED ELEMENTS:






2

3

4

7

Date:


NOTES

Not to Scale

I-69/SR 68 DETAIL

CR 700 S

Detail.

See I-69/SR 168

4

4

Not to Scale

I-69/SR 168 DETAIL

OLD S

R 5

7

Detail.

See I-69/SR 68

B

B

A

A

C

C

B

B

A

A

C

C

C

C

CC

D

D

B

A2

1

2

2

F

C

E

6

0 1 mi



Mackey

1

1


and signage for a detour route when included


PURPOSE:

of16 25

Contract No:B-00000

PE SEAL

Des. No. 1800308




168INDIANA

68INDIANA

68INDIANA

57INDIANA

168INDIANA

168INDIANA

68INDIANA

68INDIANA

Smith Fork

Big Creek

Creek

Pigeon

Buckskin

Type III-B (Typ.)


Type III-B (Typ.)


3

4

2

Des. No. 1800898

Str. No. 057-26-07177



Notes 3



Sign Assemblies




- Roads with labels

- Project Area


Detour Map: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

INTERSTATE

64INTERSTATE

69

INTERSTATE

69

INTERSTATE

69

INTERSTATE

69

(S)

(N)

(N)

(S)

(N)

(N)

(N)

(N)

(L)

(S)

(S)

(S)

(L)

(N,R)

(N,R)

(N,R)

(N,R)

(S,L)

(S,L)

(S,L) (S,L)

(S,R)

(S,R)





Date:



NOTES

INDIANA

57

DETOUR

ENDXM 4-8a

M1-5

M6-1(L or R)S

E

LEGEND

N

S

L

R

INDIANA

57

NORTH

DETOUR XM 4-8

(North or South)

M3-1S or M3-3S

M1-5

M5-1(L or R)S

A

INDIANA

57

NORTH

DETOUR XM 4-8

(North or South)

M3-1S or M3-3S

M1-5

M6-1(L or R)S

B

INDIANA

57

NORTH

DETOUR XM 4-8

(North or South)

M3-1S or M3-3S

M1-5

M6-3S

C

INDIANA

57

NORTH

DETOUR

XM 4-8

(North or South)

M3-1S or M3-3S

M1-5

M6-2(R)S

D

INDIANA

57

DETOUR

ENDXM 4-8a

M1-5

F

Right

Left

South

North




Type III Barricade

Construction Sign

1

preceding sheet.




PURPOSE:

1



of17 25

B-00000

PE SEAL

CONSTRUCTION SIGNS

R3-1(R or L)

3

XW20-2 XW20-3

1 2

5 6

XM4-10(L or R)R11-3

4

E

A

O

A

D

H DE

S

AR D

OLC

S

A

OL DE

OR

C

D

U

HA E DA

RED TO

OURDETXX

OL S DECOR A D

RT FAAC L NO YLIF C

LI SEM DA

OL

A EH




Contract No:

6

8

5


Notes 7

Legend 6

Route Signs


information.)



information.)



information.)




- Contract No.

sheet:


REQUIRED ELEMENTS:






2

3

4

7

Date:


NOTES

LEGEND

WORK AREA SIGN LAYOUT DETAIL


Work Area




Type III Barricade

Construction Sign

For additional information, see Std. Dwg. 801-TCSC-01 through -03.

Worksite Added Penalty Signs to be placed as stated in RSP 801-R-542.

Work Area

2 3 4

234

Not to Scale

WORK AREA SIGN LAYOUT DETAIL

500'500'1000'

500' 500' 1000'

Barricade Placement.)

(See Std. Dwg. 801-TCDV-07 for

(Typ. Ea. End)

Barricade & Road Closure Sign Assembly

2 @ 24 Lft (48 Lft Total) Type III-A

1

plans.

rural detours detailed on other sheets in the

and signage for the work area to accompany


PURPOSE:

1 of18 25

Contract No:B-00000

PE SEAL

CONSTRUCTION SIGNS

R11-2

XW20-3

2

5

XW20-3

3

XW20-3

4

SIGN ASSEMBLIES

ROAD CLOSURE

E

A

O

A

D

H DE

S

AR D

OLC

CLOSED

ROAD

1000FT

500 FT

CLOSED

ROAD

S

A

OL DE

OR

C

D

5

3

8

4

5


Notes 7

Legend 6

Quantities for each Location)

Area Signs (to be included in MOT

Maintenance of Traffic Quantities for Work 5

information.)



information.)



Work Area Sign Layout Detail 2


- Contract No.

sheet:


REQUIRED ELEMENTS:





2

7

6

Overlay

Limits of Bridge Deck

Hatched Area indicates

Date:


Contract No:

of

For General Notes, see Sheet 3.

NOTES

1

1

203'-0" Out-to-Out Bridge Floor

Not to Scale

TYPICAL SECTION

(Limits of Polymeric Overlay)

40'-0" Cl. Rdwy.

LC Rdwy.

S.R. 61

RIV

ER

PAT

OK

A

(Typ.)

Markings in Kind

Replace Pavement

90°

Not to Scale

PLAN

and quantity of deck overlay.

information necessary to show limits of work


PURPOSE:

19 25

B-00000

PE SEAL

Surface Seal

Limits of

Surface Seal

Limits of


CONSTRUCTION DETAILS

3

6

40'-0"

Cl. R

dw

y.

20'-6" R.C. Appr. Slab20'-6" R.C. Appr. Slab

LLC Rdwy. & C Str.

4


Notes 5

Quantity calculation for deck overlay. 4

general configuration.

be performed and bridge superstructure

Typical Section showing limits of work to 3

performed and bridge deck geometry.

Plan View showing limits of work to be 2


- Contract No.

sheet:


REQUIRED ELEMENTS:






(Typ. Ea. End)

Precompressed Foam Joint

joint seal. Install 48 Lft

Remove existing expansion

5

2

Overlay



Date:


Contract No:

of


NOTES

1

1


Not to Scale

TYPICAL SECTION


45'-4" Cl. Rdwy.

LC Rdwy.

S.R. 68

(Typ.)

Markings in Kind

Replace Pavement

Not to Scale

PLAN




PURPOSE:

20 25

BIG C

REEK

B-00000

PE SEAL

Surface Seal

Limits of

Surface Seal

Limits of

50' App. Ex. R/W

50' App. Ex. R/W

Riprap in area of erosion damage.

Place 3.5 Cys of 18" Revetment

the existing pavement.

contains work requiring Contractor to be off of

Show Existing R/W only when contract




Skew: 55° Lt.

3

6

45'-4"

Cl. R

dw

y.

LLC Rdwy. & C Str.

20'-6" Min. R.C. Appr. Slab20'-6" Min. R.C. Appr. Slab

4


Notes 5








- Contract No.

sheet:


REQUIRED ELEMENTS:






5

2

Overlay



Date:


Contract No:

of


NOTES

1

1

Not to Scale

TYPICAL SECTION


36'-8" Cl. Rdwy.

LC Rdwy.

S.R. 57

(Typ.)

Markings in Kind

Replace Pavement

Not to Scale

PLAN




PURPOSE:

21 25

CREE

KBEEC

H

B-00000

PE SEAL

Surface Seal

Limits of

Surface Seal

Limits of



Skew: 25° Lt.

3

6


36'-8"

Cl. R

dw

y.

20'-6" R.C. Appr. Slab20'-6" R.C. Appr. Slab

LLC Rdwy. & C Str.

4


Notes 5








- Contract No.

sheet:


REQUIRED ELEMENTS:






5

2

Overlay



Date:


Contract No:

of


NOTES

1

1

Not to Scale

TYPICAL SECTION


39'-4" Cl. Rdwy.

LC Rdwy.

(Typ.)

Markings in Kind

Replace Pavement

Not to Scale

PLAN




PURPOSE:

22 25

BIG C

REE

K

I-64 (EBL)

B-00000

PE SEAL

Surface Seal

Limits of

Surface Seal

Limits of



Skew: 10° Lt.

3

6


39'-4"

Cl. R

dw

y.

LLC Rdwy. & C Str.


4


Notes 5








- Contract No.

sheet:


REQUIRED ELEMENTS:






5

2

Overlay



Date:


Contract No:

of


NOTES

1

1

Not to Scale

TYPICAL SECTION


45'-4" Cl. Rdwy.

LC Rdwy.

S.R. 57

(Typ.)

Markings in Kind

Replace Pavement

Not to Scale

PLAN




PURPOSE:

23 25

FO

RK

SMIT

H

B-00000

PE SEAL

Surface Seal

Limits of

Surface Seal

Limits of



Skew: 40° Rt.

3

4

6


45'-4"

Cl. R

dw

y.

LLC Rdwy. & C Str.



Notes 5








- Contract No.

sheet:


REQUIRED ELEMENTS:






5

2

Date:


$SIG_DT$

$ENG_SIGNATURE$

Contract No:

of

1

1 24 25

B-00000

PE SEAL4

3

contract.

summary of quantities for each bridge in the


PURPOSE:

PAVEMENT MARKINGS SUMMARY SHEET

The Contractor shall determine the quantities upon which to base its bid.

NOTES


Notes 3

instructions.)

(See Tables.xls for additional

Markers

- Snowplowable Raised Pavement

- Multi-Component

- Paint

Permanent Pavement Markings Quantities: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

2




Pavement Markings Summary Sheet:

Typ. All Tables and Notes on

Date:


$SIG_DT$

$ENG_SIGNATURE$

Contract No:

of

1

1 25 25

B-00000

PE SEAL4

3

contract.

summary of quantities for each bridge in the


PURPOSE:

BRIDGE SUMMARY SHEET

The Contractor shall determine the quantities upon which to base its bid.

NOTES


Notes 3

instructions.)

(See Tables.xls for additional

Quantities

- Bridge Deck Overlay and related

Summary of Bridge Quantities: 2


- Contract No.

sheet:


REQUIRED ELEMENTS:

2




Summary Sheet:

Typ. All Tables and Notes on Bridge