PROJECT LOCATION SHOWN BY

1"=20'

1"=20'

{

PLAN

TRANS:-

LONG:-

SCALES:

NET LENGTH:- 0.103 mi.

GROSS LENGTH:- 0.103 mi.

INDIANA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS DATED 2012 TO BE USED WITH THESE PLANS.

SCALE: NONE

Approx. 40°02'44" N. Lat. & 86°00'53" W. Long.

VICINITY MAP

NOBLESVILLE, INDIANA

FOR LETTING:

DATE

PROJECT DESIGNATION

CONTRACT

PLANS

PREPARED BY:

PHONE

(317)713-4615

Butler Fairman and Seufert Inc.

CERTIFIED BY:

DATE

APPROVED

INDIANA DEPARTMENT OF TRANSPORTATION

CONTRACT PROJECT

SHEET

DESIGNATION

OF

BRIDGE FILE

BFS N

O.

SURVEY BOOK

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

01 07

5473.9803

END PROJECT

P.O.C. Sta. 54+11.92 "A"

BEGIN PROJECT

P.O.T. Sta. 48+69.56 "A"

Logan St.

The Noblesville 8th Street railroad crossing replacement from south of S.R. 32 to Logan Street will

consist of two phases of construction. The work will require closing portions of 8th street, Logan

Street, and SR 32 to complete the work. The first phase will construct the railroad crossing from Logan

Street to just north of the SR 32 crossing. The second phase will construct from just north of SR 32

crossing to just south of the SR 32 crossing.

RAILROAD PLANS

S.R. 32 AT GRADE CROSSING

CAUTION

LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE

BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes,

inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE

IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR

WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND

EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND

UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL

CONSTRUCTION.

R

THE CITY OF NOBLESVILLE

INDIA NA

REG SI TERED

**

REPRESENTS GENERAL NOTES REQUIRED

UTILITIES GENERAL NOTES

All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded except

where sodding is specified.

The final cross sections of the grading contract will be the original cross sections of the paving contract. However, partial or complete

cross sections shall be taken if necessary to determine the actual excavation quantities.

Existing asphalt pavement located outside the construction limits, between Sta. OO+00 and Sta. 00+00

shall be removed as directed.

The quantity of Peat "Excavation" as shown on the plans has been estimated on the basis of theoretical

cross-sections by using treatment of existing fills, treatment by removal, or treatment by displacement

where each treatment applies.

The paper relocation will be cross sectioned by the Engineer before construction.

REVISIONS

SHEET NO. DATE REVISED

INDEX

SHEET NO. DESIGNATION

01 TITLE SHEET

02 INFORMATION SHEET

TYPICAL CROSS SECTIONS

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

DJG

AH

MSS

DJG

INFORMATION SHEET

INFORMATION SHEET

N/A

N/A

N/A

N/A

N/A

N/A

02 07

N/A

5473.9803

Contractor shall verify the existing flowline elevation to set appropriate sump depth.

03

CONSTRUCTION DETAILS07

MAINTENANCE OF TRAFFIC04

STATE DETOUR (FOR INFORMATION ONLY)

05-06

MAINTENANCE OF TRAFFIC (NOBLESVILLE LOCAL M.O.T.)

MOT 1-MOT 8

REVISED 11-7-13: ADDED NOBLESVILLE LOCAL M.O.T. SHEETS1

1

11/7/13M.O.T. 1-M.O.T. 8ADDED NOBLESVILLE LOCAL M.O.T. SHEETS

INDIA NA

REG SI TERED

1

11/19/1303REVISED TYPICAL CROSS SECTION

2

SCALE: 1" = 1'

TYPICAL CROSS SECTION OF PROPOSED

RAILROAD PRECAST CONCRETE PANELS

2'-0"

MIN.

2'-0"

MIN.

0"-2"

HEIG

HT SH

ALL BE

12" - 14"

EXISTING UNREINFORCED CONCRETE

OR FLOWABLE FILL

EXISTING DRAINAGE LAYER

EXISTING SAND LEVELING PAD

EXISTING 4" PVC PERF. PIPE

W/FILTERFABRIC TO

DRAINAGE STRUCTURE

SCALE: 1" = 1'

TYPICAL CROSS SECTION OF EXISTING

RAILROAD (STARTRACK PRECAST PANELS)

1"-1 1/2"

8"

6"

UNREINFORCED CONCRETE

OR FLOWABLE FILL

#8 STONE DRAINAGE

LAYER

SAND LEVELING PAD

4" PVC PERF. PIPE WRAPPED

W/FILTERFABRIC TO

DRAINAGE STRUCTURE

SAND LEVELING PAD (AS NEEDED FOR PROPER ELEVATION)

14"

EXISTING PRECAST CONCRETE

RAILROAD GRADE CROSSING

EXISTING ASPHALT PAVEMENT

PROPOSED PRECAST CONCRETE

RAILROAD GRADE CROSSING

RUBBER RAILGUARD PANEL

NOT TO SCALE

PART A - END SECTION

BEVELED EDGE

NOT TO SCALE

PART B - STANDARD SECTION

8'-0"

8'-0" MAX.

8'-0"

8'-0" MAX.

NOT TO SCALE

PART C - CURVED SECTION

8'-0"

VARIES

P P

LEGEND

P HMA PATCHING, TYPE B

3" CMA, INTERMEDIATE, 19.0mm

3" CMA, BASE, 19.0mm

4" CMA, BASE, 25.0mm

6" COMPACTED AGGREGATE, #53 BASE

2" PVC CONDUIT FOR SIGNAL WIRE

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

DJG

AH

MSS

DJG

TYPICAL CROSS SECTIONS

TYPICAL CROSS SECTIONS

AS NOTED

AS NOTED

N/A

N/A

N/A

N/A

03 07

N/A

5473.9803

INDIA NA

REG SI TERED

REVISED 11-19-13: REVISED TYPICAL CROSS SECTION2

2

2

2

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

DJG

AH

MSS

DJG

MAINTENANCE OF TRAFFIC

PHASE 1

NOT TO SCALE

NOT TO SCALE

N/A

N/A

N/A

N/A

04 07

N/A

5473.9803

DETOUR ROUTE ASSEMBLY SIGN

DETOUR ROUTE

LEGEND

AREA OF CONSTRUCTION

TYPE III-B BARRICADE

TRAFFIC FLOW

DETOUR ROUTE - NOBLESVILLE, IN

ROUTE MARKER ASSEMBLY

M6-1(L or R)S

XM4-8

DIRECTIONAL DETOUR

SCALE: NONE

MI-6

A

CONFIRMING DETOUR

ROUTE MARKER ASSEMBLY

M6-3S

MI-6

XM4-8

CONSTRUCTION SIGN TYPE AS SHOWN

w/TYPE "A" WARNING LIGHT

SYMBOL MESSAGE CODE TYPE QUANTITY

1 Road Closed Ahead XW20-3 A 5

2

Worksite Increased Penalty

XG20-7 C N/A

3 End Construction XG20-2 A N/A

4 Detour

XM4-10(R or L)

B N/A

5

Road Closure Sign Assembly

w/Sign "Road Closed To Thru Traffic"

R11-4 4

6 Detour Ahead XW20-2 A N/A

7

End Detour Route Marker Assembly

XM4-6S XM4-8

MI-6

2

8 Road Construction Ahead XW20-1 A N/A

A

Directional Detour Route Marker Assembly

XM4-8 MI-6

M6-1S

8

B

Confirming Detour Route Marker Assembly

XM4-8 MI-6

M6-3S

2

B

SCALE: NONE

SCALE: NONE

Clinton St

A A

A1

1

5

A

A

Logan St

Maple Ave

1

1

A

A

A

A

B

B

5

5

5

1

ROUTE MARKER ASSEMBLY

M6-1(L or R)S

XM4-8

DIRECTIONAL DETOUR

SCALE: NONE

MI-6

A1

CONFIRMING DETOUR

ROUTE MARKER ASSEMBLY

M6-3S

MI-6

XM4-8

B1

SCALE: NONE

B1

B1

B1

Confirming Detour Route Marker Assembly

XM4-8 MI-6

M6-3S

2

A1

Directional Detour Route Marker Assembly

XM4-8 MI-6

M6-1S

6

S

.

R

.

1

9

S.R. 32

A1

A1

A1

7

7

1

A1

A1

INDIA NA

REG SI TERED

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

DJG

AH

MSS

DJG

STATE DETOUR

(FOR INFORMATION ONLY)

NOT TO SCALE

NOT TO SCALE

N/A

N/A

N/A

N/A

05 07

N/A

5473.9803

F

O

R

I

N

F

O

R

M

A

T

I

O

N

O

N

L

Y

INDIA NA

REG SI TERED

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

DJG

AH

MSS

DJG

STATE DETOUR

(FOR INFORMATION ONLY)

NOT TO SCALE

NOT TO SCALE

N/A

N/A

N/A

N/A

06 07

N/A

5473.9803

F

O

R

I

N

F

O

R

M

A

T

I

O

N

O

N

L

Y

INDIA NA

REG SI TERED

S. 8TH STREET

S.R. 32 (CO

NN

ER STREET)

LO

GAN

STREET

END PROJECT

P.O.C. Sta. 54+11.92 "A"

BEGIN PROJECT

P.O.T. Sta. 48+69.56 "A"

P.C. Sta. 51+31.73 "A"

49+

00

50+

00

51+

00

52+

00

53+

00

54+

00

CURVE DATA

P.I Sta. 53+58.96 "A"

Δ = 19°49'45" Lt.

R = 1300.00'

T = 227.23'

L = 449.91'

E = 19.71'

P.I. Sta. 53+58.96 "A"

Δ = 19°49'45" Lt.

N0°56'59"E

N1°31'59"E

N

1

8

°

1

7

'

4

6

"

W

LINE "A"

L

I

N

E

"

A

"

P.I. Sta. 50+35.36 "A"

Δ = 0°35'00" Rt.

(No Curve Run)

LEGEND

HMA PATCHING, TYPE B & OVERLAY

1

1

2

" HMA, SURFACE, TYPE B

3" HMA, INTERMEDIATE, 19.0mm

4" HMA, BASE, 19.0mm

4" HMA, BASE, 25.0mm

LIMITS OF TUB REMOVAL

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

DJG

AH

MSS

DJG

S.R. 32 AT GRADE CROSSING

CONSTRUCTION DETAILS

S.R. 32 AT GRADE CROSSING

LINE "A"

1"=20'

1"=20'

N/A

N/A

N/A

N/A

07 07

N/A

5473.9803

INDIA NA

REG SI TERED