ROAD PLANS · 2019-10-07 · index & general notes na na ** ix-01 no. sheet designation sheet no. drawing 1 no. date description if necessary to determine the actual excavation quantities

23 15

16

17

27

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CONTRACT

PROJECT DESIGNATION

(INDIANA DEPARTMENT OF TRANSPORTATION

TO BE USED WITH THESE PLANS)

FEDERAL HIGHWAY ADMINISTRATION

APPROVED:

DATE

DIVISION ADMINISTRATOR

PLANS

PREPARED BY:

APPROVED

FOR LETTING:

DATE

DATE

U.S. DEPT. OF TRANSPORTATION

DWG. NO.

of

SHEET NO.

BRIDGE FILE

DESIGNATION

CONTRACT PROJECT

PROJECT LOCATION SHOWN BY

LOCATION MAP

TI-01

KIN DESIGNATION NUMBERS

END CONSTRUCTION

1" = 1000’

1

CLARK COUNTY, INDIANA

GROSS LENGTH: 0.674 mi.

NET LENGTH: 0.674 mi.

MAXIMUM GRADE: 1.23%

INDIANA

DEPARTMENT OF

TRANSPORTATION

ROAD PLANS

COMPANY NAME

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

UTICA TOWNSHIP

OHIO

RIV

ER

STANDARD SPECIFICATIONS DATED 2012

LONGITUDE: 85°40’2"WLATITUDE: 38°20’57"N

CERTIFIED BY:

PLANS

0810242

HYDROLOGIC UNIT CODE: 05140101100010

0810242

ROUTE: S.R. 265 FROM: R.P. 12.12 TO: R.P. 11.41

0810242

0810242

INDIANA DEPARTMENT OF TRANSPORTATION

0900254

BRIDGE FILE

265-10-9604

PROJECT NO. 0810242 CONST.

PROJECT NO. 0810242 R/W

PROJECT NO. 0810242 P.E.

265-10-9604

DATA SEE SHEET NO. 2

NOTE: FOR INDEX OF SHEET, NO. ’S AND TRAFFIC

BRIDGE PLANS - SALEM ROAD OVER S.R. 265

LINE "LS-1"

P.O.T. STA. 39+79.57

PROJECT NO. 0810242

American Structurepoint, Inc.

34

DECEMBER 30, 2011

FINAL SUBMITTAL

24

37

36

35

22

S.R. 265S.R. 2

65

LINE "A"S.R. 265

SA

LE

M

RD.

S.R. 62

SE

LLE

RS

BUR

G R

D.

UTIC

A - BEGIN CONSTRUCTION

BEGIN PROJECT

END PROJECT

"LS-1"

LIN

E

25

NOT FOR CONSTRUCTION

STRUCTURE NO. 20

DES. NO. 0900254

PROJECT NO. 0810242

DES. NO. 0810242

LINE "A"

P.O.C. STA. 260+17.00

PROJECT NO. 0810242

LINE "LS-1"

P.O.T. STA. 11+95.00

PROJECT NO. 0810242

RAMP "NWR"

RAMP "SWR"

RAMP "SER"

RAMP "NER"

DES. NO. 0810242

LINE "A"

P.O.T. STA. 295+79.00

PROJECT NO. 0810242

Interchange in Illinois Grant, Survey 17, Utica Township, Clark County, Indiana

Approximately 2.2 Miles to the Northeast of the Existing S.R. 265 & S.R. 62

A New Interchange For Proposed Salem Road over Proposed S.R. 265 Located

DD 16 - IN

ST #2699

AS

HB

UR

N

JO

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NIE & D

ON

NA J.

cookj

Text Box

INDEX & GENERAL NOTES

NA

NA

**

IX-01

NO.SHEET DESIGNATION

SHEET

NO.

DRAWING

1

DATENO. DESCRIPTION

IF NECESSARY TO DETERMINE THE ACTUAL EXCAVATION QUANTITIES.

OF THE PAVING CONTRACT. HOWEVER, PARTIAL OR COMPLETE CROSS SECTIONS SHALL BE TAKEN

THE FINAL CROSS SECTIONS OF THE GRADING CONTRACT WILL BE THE ORIGINAL CROSS SECTIONS

THE PAPER RELOCATION WILL BE CROSS SECTIONED BY THE ENGINEER BEFORE CONSTRUCTION.

REPRESENTS GENERAL NOTES REQUIRED.

TITLE SHEET

INDEX AND GENERAL NOTES

PLAN AND PROFILE

TI-01

IX-01

34

2

REVISIONS

GENERAL NOTES DRAWING INDEX

SE-01 SUPERELEVATION DIAGRAMS

JSB EAK

WSL WSL

**

OF THE PLANS IN THIS RESPECT IS NOT GUARANTEED BY AMERICAN STRUCTUREPOINT.

ACCORDING TO INFORMATION OBTAINED FROM THE VARIOUS UTILITY COMPANIES. THE ACCURACY

THE PLANS SHOW SOME OF THE UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT

GEOMETRIC LAYOUT SHEETS

TYPICAL CROSS SECTIONS

GLP-01 TO 03

V-01 TO 11

TS-01 TO 05

PN-01 TO 11

EB S.R. 265 TO SALEM RD.

WB S.R. 265 TO SALEM RD.

SALEM ROAD TO EB S.R. 265

SALEM ROAD TO WB S.R. 265

SALEM ROAD INTERCHANGE

ROADWAY ALIGNMENT

RAMP "NER"

RAMP "SWR"

RAMP "SER"

RAMP "NWR"

LINE "A"

LINE "A"

A.A.D.T. 2030 D.H.V. 2030SPEEDDESIGN

12

12

70

70

45

45

TRAFFIC DATA

TRUCKS% A.D.T.

TRUCKS% D.H.V.

(FREEWAY)NEW CONSTRUCTION

(FREEWAY)NEW CONSTRUCTION

LINE "LS-1"

LINE "LS-1"(NON-FREEWAY)

NEW CONSTRUCTION

S.R. 265 EAST OF SALEM RD. EB

S.R. 265 EAST OF SALEM RD. WB

45LINE "LS-1"

45LINE "LS-1"

LINE "A"

LINE "A"

70

70

S.R. 265 WEST OF SALEM RD. EB

S.R. 265 WEST OF SALEM RD. WB

SALEM ROAD NORTH OF S.R. 265 NB

SALEM ROAD NORTH OF S.R. 265 SB

SALEM ROAD SOUTH OF S.R. 265 NB

SALEM ROAD SOUTH OF S.R. 265 SB

CLASSIFICATIONFUNCTIONAL

ARTERIALPRINCIPAL

V.P.D. V.P.H. mph

CRITERIADESIGN

PROJECT

CONTROLACCESS

URBANRURAL /

TERRAIN

URBAN FULL

PARTIALFULL/

DESIGN DATA

45, 55

45, 55

45, 55

COLLECTOR(SUBURBAN)

URBAN

RAMPSINTERCHANGE

11 SC-01 CONTROL POINTS AND REFERENCE TIES

45, 55

WHERE OTHERWISE SPECIFIED.

SEEDING MIXTURE,R TO BE PLACED ON ALL DISTURBED EARTH AREAS EXCEPT

UTILITIES

TELECOMMUNICATIONS

2

3-7

8-10

12-33

XS-01 TO 26

XS-01 TO 25

XS-01 TO 14

XS-01 TO 11

XS-01 TO 10

XS-01 TO 15

CROSS SECTIONS - Line "A"

CROSS SECTIONS - Line "LS-1"

CROSS SECTIONS - Ramp "NER"

CROSS SECTIONS - Ramp "NWR"

CROSS SECTIONS - Ramp "SER"

CROSS SECTIONS - Ramp "SWR"

15

15

7

8

8

11

26000

26000

19500

19500

3600

3300

3400

2800

RURAL ROLLING FULL

1500

8000

8000

1500

200

600

700

200

13

2

3

11

9

2

1

9

ROLLING

6000

6000

3600

3600

500

500

350

350

3

3

6

6

2

2

3

3

ROLLING

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INDIANA

DEPARTMENT OF TRANSPORTATION

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL

DESIGN ENGINEER DATE

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

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SHEET NO.

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0810242

0810242

DWG. NO.

265-10-9604

34

UTILITIES

WATER

[email protected]

(317) 402-2745

Attn: Jim Shields

Kokomo, IN 46902

1619 West Defenbaugh Street

Duke Energy

ELECTRIC

MISCELLANEOUS AGENCIES

TELECOMMUNICATIONS

GAS PIPELINES

[email protected]

(812) 948-7179

Attn: Monte Gullion

New Albany, IN 47150

510 E. Spring St.

P.O. Box 1405

AT&T Indiana

[email protected]

(502) 639-6838

Attn: Nathen Howerton

Louisville, KY 40229

4701 Commerce Crossings Drive

Insight Communications

[email protected]

(502) 836-5921

Attn: Rick Stephens

Charlestown, IN 47111

4010 HWY 3

Level 3 Communications

[email protected]

(812) 246-5416

Attn: Glenn Freeman

Jeffersonville, IN 47130

4106 Utica-Sellersburg Road

Watson Water

[email protected]

(502) 445-1934 (cell)

(812) 948-4954 (office)

Attn: Paul Schroeder

Clarksville, IN 47129

2520 Lincoln Drive

Vectren Energy Delivery of Indiana

[email protected]

812) 248-7504

Attn: Larry Edwards

Sellersburg, IN 47172

7810 SR 60

Clark County REMC

[email protected]

(904) 366-3057

Attn: Leslie L. Scherr

JACKSONVILLE, FL 32202

500 WATER STREET

CSX Transportation

[email protected]

(812) 283-9662

Attn: Scott Stewart


5100 Port Rd.

Ports of Indiana- Jeffersonville

SANITARY

[email protected]

(812) 285-6451

Attn: Len Ashack


1420 Pennsylvania Ave.

City of Jeffersonville

TS-01

WSL

EAK

WSL

JSB 3

1" = 10’


LINE "A"

N/A

N/A

S

3:1 Max.

SHOULDER

3:1 Max.

O

1’-0’’

4%

U

CLEAR ZONE

26

2’-0’’

2’-8’’ GROUND

EXISTING

6:1 Max.

S

LINE "A"

S.R. 265 SUPERELEVATED LEFT

e%e%

1’-0’

6:1 Max.

O

U

6:1 Max.

1’-0’

2’-0’

O

U

e%e%

S

e%e%

4’-0’4’-0’4’-0’

26

12’-0’’

TRAVEL LANE

EASTBOUND

12’-0’’

TRAVEL LANE

EASTBOUND

TRAVEL LANE

WESTBOUND

TRAVEL LANE

WESTBOUND

4’-0’’4’-0’’4’-0’’4’-0’’

SHDR SHDR

3:1 Max.

GROUND

EXISTING

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

12’-0’’

SHOULDER

VARIES

4%

12’-0’’12’-0’’ VARIES VARIES

SHARED-USE

PATH

2’-6’’2’-0’’

C

1

5’-0"

3:1 Max.

6:1 Max.

26

VARIES4’-0’VARIES VARIES

RAMP "NER"TRAVEL LANE

VARIES%

GORE

VARIES%

VARIES 4’-0’ VARIES

L

GORE

VARIES%

13’-0’’

RAMP "SER"

TRAVEL LANE

VARIES

VARIES%

1

2

3 4 5

6

CONSTANT 16’-0" FROM STA. 264+00.00 TO STA. 267+19.43

VARIES FROM 12’-0" @ STA. 261+00.00 TO 18’-0" @ STA. 264+00.00


2

CONSTANT 6.6% FROM STA. 264+32.59 TO STA. 267+19.43

VARIES FROM 3.463% @ STA. 263+24.42 TO 6.6% @ STA. 264+32.59


3VARIES FROM 2’-0" @ STA. 264+00.00 TO 22’-0" @ STA. 267+19.43


6






VARIES FROM 3.463% LT @ STA. 264+10.38 TO 2.8% RT @ STA. 266+21.59

CONSTANT 3.463% LT FROM STA. 260+17.00 TO STA. 264+10.38

S

LINE "A"


e%e%

1’-0’

6:1 Max.

O

U

6:1 Max.

1’-0’

2’-0’

O

U

e%e%

S

e%e%

4’-0’4’-0’4’-0’

26

12’-0’’

TRAVEL LANE

EASTBOUND

12’-0’’

TRAVEL LANE

EASTBOUND

TRAVEL LANE

WESTBOUND

TRAVEL LANE

WESTBOUND

3:1 Max.

GROUND

EXISTING

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

12’-0’’

SHOULDER

VARIES

4%

12’-0’’12’-0’’

SHARED-USE

PATH

2’-6’’2’-0’’

C

5’-0"

3:1 Max.

6:1 Max.

26

VARIES4’-0’VARIES

L

GORE

VARIES%

13’-0’’

RAMP "SER"

TRAVEL LANE

VARIES

VARIES%

1

2

3

3:1 Max.

4%

SHOULDER

12’-0’’

1’-0’’

U

O

CLEAR ZONE

26

2’-0’’ 2’-8’’

SEE RAMP "NER"

3:1 Max.

6:1 Max.


3:1 Max.

CLEAR ZONE

26

2’-8’’

SEE RAMP "NER"

3:1 Max.

6:1 Max.


S


e%e%

1’-0’

6:1 Max.

O

U

6:1 Max.

1’-0’

2’-0’

O

U

e%e% e%e%

4’-0’4’-0’4’-0’

26

12’-0’’

TRAVEL LANE

EASTBOUND

12’-0’’

TRAVEL LANE

EASTBOUND

TRAVEL LANE

WESTBOUND

TRAVEL LANE

WESTBOUND

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

12’-0’’12’-0’’

2’-0’’

4%

SHOULDER

12’-0’’

1’-0’’

U

O

2’-0’’

LINE "A"

CL

OR RAMP "NWR"

3:1 Max.

CLEAR ZONE

26

2’-8’’

SEE RAMP "SER"

3:1 Max.

6:1 Max.


4%

SHOULDER

12’-0’’

1’-0’’

U

O

2’-0’’

OR RAMP "SWR"

A1

A1

A1A1

A1A1

A1A1

A1

23’-3’’23’-3’’

27’-3’’ 27’-3’’

23’-3’’

27’-3’’

23’-3’’

27’-3’’

4’-0’’4’-0’’

SHDR

4’-0’’4’-0’’

SHDR

23’-3’’

27’-3’’

23’-3’’

27’-3’’

4’-0’’4’-0’’

SHDR

4’-0’’4’-0’’

SHDR

7

7




STA. 260+17.00 TO STA. 266+21.59 LINE "A" (emax = 3.463%)



SHDR

SHDR

2%

F1

2%

F1

65

65

* SEE CROSS SECTIONS FOR SIDE SLOPES

CLEAR ZONE

S


e%e%

1’-0’

6:1 Max.

O

U

6:1 Max.

1’-0’

2’-0’

O

U

e%e% e%e%

4’-0’4’-0’4’-0’

26

12’-0’’

TRAVEL LANE

EASTBOUND

12’-0’’

TRAVEL LANE

EASTBOUND

TRAVEL LANE

WESTBOUND

TRAVEL LANE

WESTBOUND

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

12’-0’’12’-0’’

2’-0’’

4%

SHOULDER

12’-0’’

1’-0’’

U

2’-0’’

LINE "A"

CL

CLEAR ZONE

4%

SHOULDER

12’-0’’

1’-0’’

U

2’-0’’

A1A1

23’-3’’

27’-3’’

23’-3’’

27’-3’’

4’-0’’4’-0’’

SHDR

4’-0’’4’-0’’

SHDR

TYPICAL SECTION WITH OVERHEAD BRIDGES

8:1

70

8:1

70

2’-6"

2’-6"

B

B

B

B

BB

BB

S

S

SEE TABLE ON DWG.NO. TS-05


SEE TABLE ON DWG.NO. TS-05SEE TABLE ON DWG.NO. TS-05


6’-0’

6’-0’

LEGEND

A1 XX" QC/QA PAVEMENT (TO BE DETERMINED)

FULL DEPTH HMA PAVEMENT (TO BE DETERMINED)K1

O VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53

SUBGRADE TREATMENT, TYPE xx

UNDERDRAIN, 6"U

S

26

62

66

SODDING, NURSERY 70

72

M.S.E. RETAINING WALL

W-BEAM GUARDRAIL

71 REINFORCED CONCRETE MOMENT SLAB, XX

CONCRETE BARRIER, 33", MODIFIED


B SUBBASE FOR PCCP

J 65 CONCRETE BARRIER, 45"

F1 HMA PAVEMENT FOR PATH (TO BE DETERMINED)

61 CONCRETE BARRIER, 33"

FULL DEPTH HMA SHOULDER (TO BE DETERMINED)

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INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

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TS-02

WSL

EAK

WSL

JSB 4

1" = 10’


LINE "A"

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INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:13

PM

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0810242

0810242

DWG. NO.

265-10-9604

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2% 2%4% 2%2% 4%

1’-0’ 1’-0’1’-0’

2’-0’ 2’-0’ 2’-0’

1’-0’

2’-0’

27’-3’27’-3’

C

LINE "A"

GRADE

PROFILE

GRADE

PROFILE

A1

U

OO

US

26

OA1

U SU

O

S.R. 265 NORMAL CROWN

6:1 Max.6:1 Max.

2%2%

2’-8’’

2626

2’-8’’

4’-0’ 4’-0’ 4’-0’

L

STA. 284+52.81 TO STA. 288+05.84 LINE "A"

6:1 Max.6:1 Max.

3:1 Max.

SEE RAMP "SWR"

3:1 Max.


3:1 Max.

SEE RAMP "NWR"

3:1 Max.


2% 2%4% 2%2%4%

1’-0’ 1’-0’1’-0’

2’-0’ 2’-0’ 2’-0’

1’-0’

2’-0’

27’-3’27’-3’

C

LINE "A"

GRADE

PROFILE

GRADE

PROFILE

A1

U

OO

US

26

OA1

U S

U

O


6:1 Max.6:1 Max.

2%2%

2’-8’’

2626

2’-8’’

4’-0’ 4’-0’ 4’-0’

L

STA. 288+05.84 TO STA. 289+20.00 LINE "A"

6:1 Max.6:1 Ma

x.

3:1 Max.

SEE RAMP "SWR"

3:1 Max.


3:1 Max.3:1

Max.

VARIES 4’-0’ VARIES23’-3’’ 4’-0’’4’-0’’

SHDR

12’-0’’ 12’-0’’ VARIES

TRAVEL LANE

WESTBOUND

TRAVEL LANE

WESTBOUND SHOULDER

12’-0’’

SHOULDER

12’-0’’

TRAVEL LANE

EASTBOUND

12’-0’’

TRAVEL LANE

EASTBOUND

4’-0’’4’-0’’

SHDR

23’-3’’

12’-0’’

SHOULDER

12’-0’’

TRAVEL LANE

EASTBOUND

12’-0’’

TRAVEL LANE

EASTBOUND

4’-0’’4’-0’’

SHDR

23’-3’’ 23’-3’’ 4’-0’’4’-0’’

SHDR

12’-0’’

TRAVEL LANE

WESTBOUND

12’-0’’

TRAVEL LANE

WESTBOUND

12’-0’’

SHOULDER

VARIES

RAMP "NWR"TRAVEL LANE

GORE

8 9

VARIES

CLEAR ZONE

VARIES% VARIES%

10

11

2% 2%4%

2%2%4%

1’-0’ 1’-0’1’-0’

2’-0’2’-0’ 2’-0’

1’-0’

2’-0’

27’-3’27’-3’

C

LINE "A"

GRADE

PROFILE

GRADE

PROFILE

A1

U

O

O

U

S

26

OA1

U S

U

O


6:1 Max.6:1 Max.

2%2%

2’-8’’

2626

2’-8’’

4’-0’ 4’-0’ 4’-0’

L

STA. 289+20.00 TO STA. 295+79.00 LINE "A"

6:1 Max.6:1 Max.

3:1 Max.

3:1 Max.


3:1 Max.3:1

Max.

VARIES 4’-0’ VARIES23’-3’’ 4’-0’’4’-0’’

SHDR

12’-0’’ 12’-0’’ VARIES

TRAVEL LANE

WESTBOUND

TRAVEL LANE

WESTBOUND SHOULDER

12’-0’’

TRAVEL LANE

EASTBOUND

12’-0’’

TRAVEL LANE

EASTBOUND

4’-0’’4’-0’’

SHDR

23’-3’’ VARIES

RAMP "NWR"TRAVEL LANE

GORE

8 9

VARIES

CLEAR ZONE

VARIES% VARIES%

10

11

GORE

15

VARIESVARIES

RAMP "SWR"TRAVEL LANE

13

VARIES

SHOULDER

12

VARIES%VARIES%

CLEAR ZONE

14

13

14

15

12

10

9

8

11


VARIES FROM 22-0" @ STA. 288+05.84 TO 2’-0" @ STA. 290+60.00

VARIES FROM 12’-0" @ STA. 296+60.00 TO 10’-2�" @ STA. 295+79.00




CONSTANT 3.0% FROM STA. 290+94.78TO STA. 295+79.00

VARIES FROM 8.0% @ STA. 288+50.25 TO 3.0% @ STA. 290+94.78








CONSTANT 3% FROM STA. 290+39.01 TO STA. 295+79.00

VARIES FROM 6.5% @ STA. 289+20.00 TO 3% @ STA. 290+39.01

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING



3:1 Max.

SHOULDER4’-0’’

12’-0’’

2:1 Max.

U

S

2’-0’’

72

GROUND

EXISTING

16

O

3’-5’’

BARRIER OFFSET

(REVERSE FOR RIGHT SIDE)

S.R. 265 GUARDRAIL SECTION


B

B

B B

B

B

1’-0" Min.





CLEAR ZONE

CLEAR ZONE

CLEAR ZONE

LEGEND





UNDERDRAIN, 6"U

S

26

62

66

SODDING, NURSERY 70

72


W-BEAM GUARDRAIL




B SUBBASE FOR PCCP





TS-03

WSL

EAK

WSL

JSB 5

1" = 10’


RAMPS

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Dra

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gs\d

ms08817\Bts

003.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:14 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

16’-0’’ 8’-0’’

e%e%

e%

3:1 Max.3:1

Max.

3:1 Max.

1’-0’’1’-0’’

GROUND

EXISTING

U

U

A1O

2’-8’’

26

2’-0’’

2’-0’’

S

CLEAR ZONECLEAR ZONE

TRAVEL LANE SHOULDER

4’-0’’SEE LINE "A"

6:1 Max.

6:1 Max.

GRADE

PROFILE

RAMP "NER", "NWR", "SWR"

TYPICAL RAMP SECTIONS - SUPERELEVATED RIGHT

16’-0’’ 8’-0’’

e%e%

e%

3:1 Max.

1’-0’’1’-0’’

UU

A1O

O26

2’-8’’

2’-0’’ 2’-0’’S

CLEAR ZONE CLEAR ZONE



6:1 Max.

6:1 Max.

GRADE

PROFILE

RAMP "NER", "NWR", "SWR"

TYPICAL RAMP SECTIONS - SUPERELEVATED LEFT

16’-0’’

e%e%

e%

6:1

3:1 Max.

U

U

4’-0’’

1’-0’’

A1O26

2’-8’’

S2’-0’’

2’-6’’

CLEAR ZONE


SEE LINE "A"

GRADE

PROFILE

RAMP "SER"

SHDR

SHDR


26

2’-8’’

3:1 Max. 3:1 Max.

GROUND

EXISTING


STA. 58+41.06 TO STA. 62+97.03 Ramp "SWR" (emax = 8.0%)

STA. 100+22.08 TO STA. 107+63.11 Ramp "NWR" (emax = 7.4%)

STA. 80+58.24 TO STA. 84+24.75 Ramp "NER" (emax = 4.0%)

RAMP "SER" TYPICAL SECTIONS - SUPERELEVATED RIGHT

2%

12’-0’’

O

72

F1

5’-0"

2’-8’’

266:1 Max.

6:1 Max.

3:1 Max.3:1

Max.


GROUND

EXISTING

6’-4’’

FENCE

CHAIN LINK

RAMP "SER" TYPICAL SECTIONS - SUPERELEVATED RIGHT

16’-0’’

e%e%6:1

3:1 Max.

U

4’-0’’

1’-0’’

A1O26

2’-8’’

S2’-0’’

CLEAR ZONE


SEE LINE "A"

GRADE

PROFILE

RAMP "SER"

10’-0’’

U2’-0’’

STA. 100+22.17 TO STA. 105+50.58 Ramp "SER" (emax=5.0%)

e%

RAMP "SER"

STA. 105+50.58 TO STA. 106+93.14 Ramp "SER" (emax=6.6%)

16’-0’’

e%e%

e%

3:1 Max.

1’-0’’

UU

A1O

2’-0’’ 2’-0’’S

CLEAR ZONE



6:1 Max.

GRADE

PROFILE

TYPICAL RAMP SECTIONS - SUPERELEVATED LEFT

SHDR

2%

O

F1

5’-0"

2’-8’’

266:1 Max.

6:1 Max.

3:1 Max.3:1

Max.


GROUND

EXISTING

FENCE

CHAIN LINK

72

16 17

16VARIES FROM 10-0" @ STA. 106+38.14 TO 13’-0" @ STA. 106+93.14


10’-0’’ 6’-4’’ 12’-0’’



STA. 106+93.14 TO STA. 110+98.19 Ramp "SER" (e = 6.6%)

13’-0’’

3:1 Max.

GROUND

EXISTING

1’-0

"

12’-0’’

SHARED-USE

PATH

5’-0"

3:1 Max.

6:1 Max.

26


Min.

Ditch

SHDR

SHDR SHDR

SHDR SHDR

2%

F1

SHOULDER

2:1 Max.

U

S

O

2’-0’’

72

e%

VARIES3’-5’’

(REVERSE FOR RIGHT SIDE)

TYPICAL GUARDRAIL SECTION

BARRIER OFFSET

65

STA. 62+97.03 TO STA. 69+16.29 Ramp "SWR" (emax = 6.6%)

STA. 107+63.11 TO STA. 110+42.00 Ramp "NWR" (emax = 8.0%)

STA. 84+24.75 TO STA. 92+77.26 Ramp "NER" (emax = 6.0%)


2’-6"

B

B

B

B

B

B

1’-0" Min.

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

PATH

SHARED-USE

PATH

SHARED-USE

LEGEND





UNDERDRAIN, 6"U

S

26

62

66

SODDING, NURSERY 70

72


W-BEAM GUARDRAIL




B SUBBASE FOR PCCP





TS-04

WSL

EAK

WSL

JSB 6

1" = 10’


LINE "LS-1"

21

P:\IN

2005\0774\D.

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004.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:15 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

2%4% 4%

TRAVEL LANE TRAVEL LANE

2%

SHOULDER SHOULDER

8’-0’’8’-0’’1’-0’’

1’-0’’

STA. 11+95.00 TO STA. 15+00.00 LINE "LS-1"

U

O

U

O

S

2’-0’’

(Typ.)

2’-0’’

2’-0’’

2’-0’’

20’-0’’

2%

3’-0’’

12’-0’’ 5’-0"12’-0’’ 12’-0’’ 15’-4’’

19

BREAK PT.

SLOPEBREAK PT.

SLOPE

K1

F1

CHAIN LINK FENCE

2’-8’’

26

26

20’-0’’


21


DITCH BEGINS @ STA. 14+10.00


JJ

6:1 Max.

6:1 Max.6:1 Max.

GRADE

PROFILE

LINE "LS-1"CL

2%4% 4%


2%

SHOULDER SHOULDER

8’-0’’8’-0’’1’-0’’

STA. 15+00.00 TO STA. 17+70.00 LINE "LS-1"

U

O

U

S

2’-0’’2’-0’’

2’-0’’

2’-0’’

12’-0’’ 12’-0’’

19

BREAK PT.

SLOPEBREAK PT.

SLOPE

K1

20’-0’’

JJ

6:1 Max.

GRADE

PROFILE

LINE "LS-1"CL

F1

CHAIN LINK FENCE

2’-8’’

26

12’-0’’

6:1 Max.

5’-0’’

3’-5’’

O

72

3’-0’’

2%

26

6:1 Max.

15’-4’’VARIES

20

VARIES

19

VARIES

20

VARIES

20




2’-0’’

BARRIER OFFSET

MEDIAN MEDIAN

{

2%4% 4%

3:1 Max.


2%

SHOULDER

8’-0’’ 1’-0’’

GROUND

EXISTING

STA. 25+75.00 TO STA. 39+79.57 LINE "LS-1"

U

O

S 3:1 Max.

2’-0’’ 2’-0’’

12’-0’’ 12’-0’’

U

K1

4%

6:1

3:1 Max.

SHOULDER

3:1 Max.

4’-0’’1’-0’’

GROUND

EXISTING

O

2’-0’’

(Typ.)

8’-0’’

CLEAR ZONECLEAR ZONE

J J

6:1 Max.

BREAK PT.SLOPE

1’-0

"

Min.

Ditch

GRADE

PROFILE

LINE "LS-1"

BREAK PT.SLOPE

4%

U3:1

Max.

GROUND

EXISTING

3’-5’’

O

72

J

2:1 Max.

2’-0’’

BARRIER OFFSETSHOULDER

8’-0’’

TRAVEL LANE

2%

S

12’-0’’

BREAK PT.

SLOPE

2’-0’’

(REVERSE FOR LEFT SIDE)

TYPICAL GUARDRAIL SECTION

3:1 Max.

3:1 Max.


GROUND

EXISTING 3:1 Max.3:1

Max.


GROUND

EXISTING

3:1 Max.


GROUND

EXISTING

3:1 Max.

3:1 Max.

3:1 Max.


GROUND

EXISTING

2%

TRAVEL LANE

STA. 17+70.00 TO STA. 22+00.00 LINE "LS-1"

12’-0’’

8’-0’’

(PAVING EXCEPTION FROM STA. 19+05.14 TO STA. 21+20.86)

K1GRADE

PROFILE

LINE "LS-1"

MEDIAN

SHOULDER

8’-0’’

2’-0’’

U

1’-0’’

20’-0’’

O

6:1 Max.

8’-0’’

2’-0’’

J

4%

3:1 Max.

3:1 Max.


GROUND

EXISTING

2%

TRAVEL LANE

12’-0’’

K1

SHOULDER

8’-0’’

2’-0’’

U

1’-0’’

20’-0’’

O

6:1 Max.

8’-0’’

2’-0’’

J

4%

3:1 Max.3:1

Max.


GROUND

EXISTING

10’-0’’ 10’-0’’

VARIES

LANE

TURN

VARIES

LANE

TURN

BREAK PT.

SLOPE

BREAK PT.

SLOPE

22 23

22




23




2%4%

TRAVEL LANESHOULDER

8’-0’’1’-0’’

STA. 22+00.00 TO STA. 25+75.00 LINE "LS-1"

U

O

2’-0’’

2’-0’’

12’-0’’

BREAK PT.

SLOPEK1

20’-0’’

J

6:1 Max.

GRADE

PROFILE

LINE "LS-1"CL

24

VARIES

3:1 Max.

3:1 Max.


GROUND

EXISTING



2% 4%


8’-0’’ 1’-0’’

U

O

2’-0’’

2’-0’’

12’-0’’

BREAK PT.

SLOPE

20’-0’’

J

6:1 Max.

25

VARIES

3:1 Max.3:1

Max.


GROUND

EXISTING



2’-0’’ 2’-0’’2’-0’’

2’-8’’

26

2’-8’’

26

2’-8’’

26

2’-8’’

26

2’-8’’

26

26

2’-8’’

26

2’-8’’

VARIES VARIES4’-0’’

2’-0’’


S

S

CL

SALEM ROAD NORMAL CROWN SALEM ROAD NORMAL CROWN

SALEM ROAD NORMAL CROWN



DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

DWG.NO. TS-05

SEE TABLE ON

PATH

SHARED-USE

PATH

SHARED-USE

LEGEND





UNDERDRAIN, 6"U

S

26

62

66

SODDING, NURSERY 70

72


W-BEAM GUARDRAIL




B SUBBASE FOR PCCP





WSL

EAK

WSL

JSB 7

AS NOTED

RAMPROADWAY/ LINE STATION

RADIUSCURVE

FACTORCORRECTION

CURVE

FROM TO

S.R. 265 70A

(mph)SPEEDDESIGN

1.0260+17.00

SALEM RD.OLD 45LS-1 11+95.00 39+83.51

5,932.65’

1,000.00’ 1.275

55NER 85+35.93 93+28.60

NERRAMP

1.0

45NER 93+28.60 95+46.94 1.3816.00’

NWRRAMP

45NWR 1.3102+41.16 105+70.30 816.00’

55NWR 1.30109+00.31 111+99.55 1,437.00’

SWRRAMP

55SWR 1.301,400.00’62+87.91 66+20.58

45SWR 1.201,200.00’69+15.13 71+00.68

SERRAMP

55SER 1.30112+12.89 1,600.00’

TS-05

---

45SER 1.0100+24.48 108+84.93 ---

108+84.93

A1

6:1 Max

1’-0"’

UNDERDRAIN DETAIL (PCCP)

1’-0"

1’-0

"

1’-0"

PCCP SHOULDER

B

NOT TO SCALE

2’-0"

U

S

2’-0"

1’-2’

O

MISCELLANEOUS DETAILS

CLEAR ZONETANGENT

CLEAR ZONECORRECTED

30.0’

20.0’

20.0’

16.0’

10.0’

12.0’

12.0’

10.0’

16.0’

20.0’

30.0’

25.5’

20.0’

20.8’

13.0’

15.6’

15.6’

12.0’

16.0’

26.0’

295+79.00

U

O

6:1 Max

PAVED SHOULDER

MIN.

1’-6

"

(TYP.)

6"

1’-2"

2’-0"

NOT TO SCALE

J

EDGE OF PAVED SHOULDER

TOP OF SUBGRADE

GEOTEXTILE FOR UNDERDRAIN WHERE REQUIRED

S

SLOPE BREAK

UNDERDRAIN DETAIL (PVMT TBD)

1"

AGGREGATE FOR UNDERDRAIN

GEOTEXTILE FOR UNDERDRAIN WHERE REQUIRED

TOP OF SUBGRADE

AGGREGATE FOR UNDERDRAIN

NOTE: 2025 TRAFFIC DATA USED FOR CLEAR ZONE CALCULATIONS

APPROXIMATE STA. 260+17.00 TO STA. 295+79.00 LINE "A"

P:\IN

2005\0774\D.

Dra

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005.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:17 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

2%

TRAVEL LANE

6:1 Max.

2%

SHDR

{{ CBS

DITCH

BOTTOM

8’ MIN. FLAT

LINE "A" CABLE BARRIER SYSTEM

23’-3"12’-0"

1’-0"

4’-0"

2’-6"

min.

4’-0" 23’-3"

27’-3"

12’-0" (MIN.)

LINE "A"

DITCH LINE

SYSTEMBARRIERCABLE

EDGE OF TRAVEL LANE

SHOULDERPAVEDEDGE OF

LEGEND





UNDERDRAIN, 6"U

S

26

62

66

SODDING, NURSERY 70

72


W-BEAM GUARDRAIL




B SUBBASE FOR PCCP





WSL

EAK

WSL

JSB

1" = 100’

PROPOSED

GEOMETRIC LAYOUT SHEET

GLP-01

MA

TC

HLIN

E 241+0

0.0

0 S

EE

DW

G.G

LP-0

2

8

PI 252+23.81

N 113781.36

R 5,932.65’

CURVE DATALA-1

T 4,130.51

E 37453.65

Lc 7,216.40

E 1,296.28’

SE 3.46%

DS 70 MPH

210+00

215+00

220+00

225+00 230+00

235+00

240+00

E: 40202.60

N: 110698.45

P.C. STA. 210+93.30 "A"

LINE "A"

CURVE DATACURVE DATA

E:39968.67

N: 110898.25

33.75’ LT.

P.O.C. STA. 214+00.00 "A"

P.C. STA. 2214+00.00 "AL-1"=

CURVE DATA

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\Bglp

001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:19 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

MA

TC

HLIN

E 241+00.0

0 S

EE

DW

G. GLP-0

1

WSL

EAK

WSL

JSB

1" = 100’

PROPOSED


GLP-02

E:35849.77

N:112682.30

DES. NO. 0810242

P.O.C. STA. 260+17.00 "A"

BEGIN PROJECT

SE

E

DW

G. G

LP-0

3M

AT

CH

LIN

E 272

+00.0

0 "A

"

SE

E

DW

G. G

LP-0

3

MA

TC

HLIN

E 86+2

4.0

6 "N

ER"

SE

E

DW

G. G

LP-0

3

MA

TC

HLIN

E 10

6+2

5.2

0 "S

ER"

9

PROJECT NO. 0810245

MATCHLINE SEE

PI 252+23.81

N 113,781.36

E 37,453.65

R 5,932.65

Lc 7,216.40

T 4,130.51

PI 110+58.53

N 112,588.55

R 1,650.00

Lc 719.18

T 365.39

SER-2

SER-2LA-1 CURVE DATA CURVE DATA

LINE "A"

LA-1E: 37453.65

N: 113781.36

P.I. STA. 252+23.81 "A"

N 87° 19’ 10" E

E: 35797.65

N: 112745.98

63.25’ RT.

P.O.C. STA. 260+69.36 "A"

P.O.T. STA. 75+00.00 "NER"=

RAMP "SER"

E: 34781.85

N: 112418.96

P.C. STA. 106+93.14 "SER"

E:36382.64

N:112573.87

77.25’ LT.

P.O.C. STA. 254+75.00 "A"

P.T. STA. 854+70.93 "B2"=

N 89° 46’ 47" W

LINE "A"

RAMP "NER"

E: 35767.12

N: 112619.52

63.25’ LT.

O.P.O.C. STA. 260+99.73 "A"

P.T. STA. 117+09.26 "SER"=

E: 35105.51

N: 112588.55

P.I. STA. 110+58.53 "SER"

E: 35470.50

N: 112605.64

P.T. STA. 114+12.32 "SER"

E: 35239.41

N: 112748.13

P.C. STA. 80+58.24 "NER"

NER-1E: 35107.91

N: 112748.64

P.I. STA. 81+89.75 "NER"E: 35107.91

N: 112783.26

P.C. STA. 86+01.11 "NER"

N 112,748.64

R 3,270.00

Lc 262.87

T 131.51

NER-1 CURVE DATA

E 35,105.51

PI 81+89.75

E 35,107.91

N 85° 10’ 26" W

E 1,296.28’ E 39.97’ E 2.64’

D.S. 55 MPH D.S. 55 MPH

S.E. 6.6% SE 4.0%

DS 70 MPH

SE 3.46%

D 3° 28’ 20.90" D 1° 45’ 07.79"

Delta 4° 36’ 21.54" (RT)Delta 24° 58’ 23.70" (RT)

P:\IN

2005\0774\D.

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win

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002.d

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12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:2

0 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

WSL

EAK

WSL

JSB

1" = 100’

PROPOSED


GLP-03 10

"L

S-1"

MA

TC

HLIN

E 27+0

0.0

0 "LS-1"

MATCHLINE 27+00.00

GLP-0

2

"A

" S

EE

DW

G.

MA

TC

HLIN

E 272+0

0.0

0

GLP-0

2"S

ER"

SE

E

DW

G.

MA

TC

HLIN

E 10

6+2

5.2

3

GLP-0

2

"NE

R" S

EE

DW

G.

MA

TC

HLIN

E 86+2

4.0

6

RAMP "SWR"

RAMP "NWR"RAMP "NER"

RAMP "SER"

(19500)

3400

(19500)

2800

(8000)

700

(8000)

600

(26000)

3600

(26000)

3300

TRAFFIC DIAGRAMNOT TO SCALE

(AADT)

LEGEND: DHV

(3600)

350

(3600)

350

E: 34273.92

N: 111640.68

DES. NO. 0810242

P.O.T. STA. 11+95.00 "LS-1"

BEGIN CONSTRUCTION

PROJECT NO. 0810243

MATCHLINE SEE

E: 34114.17

N: 114297.73

DES. NO. 0810242

P.O.T. STA. 39+79.57 "LS-1"

END CONSTRUCTION

E: 32309.39

N: 111763.66

DES. NO. 0810242

P.O.T. STA. 295+79.00 "A"

END PROJECT

(6000)

500

(6000)

500

(1500)

200

(1500)

200

P:\IN

2005\0774\D.

Dra

win

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003.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:2

1 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

PI 88+12.50

N 112,801.04

E 34,482.23

Lc 416.85

T 211.38

PI 59+79.79

N 112,012.44

E 33,203.25

Lc 275.47

T 138.69

PI 65+74.01

N 112,040.36

E 33,798.72

Delta 11° 41’ 07.39" (LT)

R 1,050.00

Lc 213.77

T 107.45

E: 34189.29

N: 111986.69

P.I. STA. 15+51.21 "LS1"

LINE "A"

RAMP "SER"

RAMP "NER"

E: 34074.68

N: 112434.02

P.O.C. STA. 278+16.25 "A"

P.O.T. STA. 20+12.99 "LS-1"=

90°0’0"

90°0’0"

90°0’0"

SWR-3

SWR-2

NWR-2

NWR-1

NER-2

LS1-1

NER-2

SWR-2

SWR-3

NWR-1

NWR-2

CURVE DATA

CURVE DATA

CURVE DATA

CURVE DATA

LS1-1

PI 33+63.98

N 113,742.74

E 33,739.38

R 1,000.00

Lc 844.76

T 449.43

CURVE DATALS1-2

E: 33608.35

N: 112273.14

P.T. STA. 283+09.70 "A"

PI 104+34.13

N 112,535.26

R 822.00

Lc 248.77

T 125.34

PI 110+51.25

N 112,165.22

E 33,106.04

Lc 186.79

T 93.69

CURVE DATA

CURVE DATA

PI 15+51.21

N 111,986.69

E 34,189.29

R 9,300.00

Lc 101.58

T 50.79

82°59’52"

N 62° 20’ 47" E

Delta 11° 08’ 53.45" (RT)

D 5° 58’ 05.92"

S 67° 26’ 16" W

E: 34329.57

N: 111413.18

P.O.T. STA. 9+60.80 "LS-1"

E: 34201.36

N: 111937.35

P.C. STA. 15+00.42 "LS-1"

E: 34176.68

N: 112035.89

P.T. STA. 16+02.00 "LS-1"

E: 34152.33

N: 112130.96

P.O.T. STA. 69+38.29 "SWR"

P.O.T. STA. 17+00.14 "LS-1"=

P.O.T. STA. 100+00.00 "SER"=

E: 34011.85

N: 112679.25

P.O.T. STA. 100+00.00 "NWR"

P.O.T. STA. 22+66.14 "LS-1"=

P.O.T. STA. 92+99.26 "NER"=

PI 252+23.81

N 113,781.36

E 37,453.65

R 5,932.65

Lc 7,216.40

T 4,130.51

LA-1 CURVE DATA

E: 32607.47

N: 111948.51

63.25’ RT.

P.O.T. STA. 293+60.00 "A"

P.O.T. STA.115+94.40 "NWR"=

E: 32884.57

N: 112063.64

69.25’ RT.

P.O.T. STA. 290+60.00 "A"

P.T. STA. 112+94.34 "NWR"=

E:33021.52

N:112124.79

P.C.C. STA.111+44.34 "NWR"

E:33106.04

N:112165.22

P.I. STA.110+51.25 "NWR"

RAMP "NWR" E:33181.15

N:112221.23

P.C. STA.109+57.56 "NWR"

E:33501.81

N:112460.33

P.T. STA.105+57.56 "NWR"

E:32953.84

N:112092.42

P.I. STA.112+19.36 "NWR"

E:33602.30

N:112535.26

P.I. STA.104+34.13 "NWR"

E:33720.55

N:112576.83

P.C. STA.103+08.79 "NWR"

S 53° 1

7’ 53" W

Delta 17° 20’ 23.80" (LT)

D 6° 58’ 13.04"

E 33,602.30

R 960.00

NWR-3PI 112+19.36

N 112,092.42

E 32,953.84

Lc 149.98

T 75.02

CURVE DATA

D 2° 00’ 00.00"

Delta 3° 00’ 00.00" (RT)

R 2864.79

NWR-3

E: 32280.14

N: 111684.24

63.25’ LT.

P.O.T. STA. 297+61.23 "A"

P.C. STA. 50+00.00 "SWR" =

E:32457.87

N:111753.95

P.I. STA.51+90.88 "SWR"

SWR-1

E:33203.25

N:112012.44

P.I. STA.59+79.79 "SWR"

N 87° 18’ 54" E

RAMP "SWR"

E:33691.40

N:112035.33

P.C. STA.64+66.57 "SWR"

E:33798.72

N:112040.36

P.I. STA.65+74.01 "SWR"

E:33902.81

N:112067.03

P.T. STA.66+80.71 "SWR"

E:33341.78

N:112018.93

P.T. STA.61+16.57 "SWR"

E:33072.21

N:111967.00

P.C. STA. 58+41.10 "SWR"

E:32638.24

N:111816.50

P.T. STA.53+81.77 "SWR"

PI 51+90.91

N 111,753.95

E 32,457.87

R 9,549.30

Lc 381.74

T 190.91

SWR-1CURVE DATA

Delta 2° 17’ 26.20" (RT)

D 0° 36’ 00.00"

Delta 16° 26’ 26.79" (RT)

D 5° 58’ 05.92"

R 960.00

D 5° 27’ 24.27"

E:34467.79

N:112254.40

P.I. STA.103+38.76 "SER"

E:34548.01

N:112296.43

P.T. STA.104+29.14 "SER"

E:34781.85

N:112418.96

P.C. STA.106+93.14 "SER"

E:34287.13

N:112749.77

P.T. STA. 90+15.10 "NER"

N 85° 10’ 26" W

S 75° 37’ 47" W

E:34697.86

N:112783.26

P.C. STA. 86+01.11 "NER"

Delta 19° 11’ 47.32" (LT)

D 4° 35’ 01.18"

R 1,250.00

E:34383.45N:112221.40P.C. STA. 102+48.19 "SER"SER-1

N 112,254.40

E 34,467.79

R 1,650.00

Lc 180.86

T 90.57

CURVE DATASER-1

PI 103+38.76

Delta 6° 17’ 00.28" (LT)

D 3° 28’ 20.90"

E 1,296.28

S.E. 3.463%S.E. N.C. S.E. 7.4%S.E. 3.0%

S.E. 5.0%S.E. N.C. S.E. 8.0%

S.E. 8.0%

S.E. 6.0% S.E. 6.6% S.E. 4.46%

D.S. 70 MPH

E 2.48

D.S. 45 MPH

E 0.14

D.S. 45 MPH

E 96.35

D.S. 45 MPH

E 17.75

D.S. 45 MPH

E 1.91

D.S. 70MPH

E 9.97

D.S. 55 MPH

E 5.48

E 9.50

E 4.56

E 0.98

D.S. 45 MPH

D.S. 45 MPH

D.S. 55 MPH

D.S. 55 MPH

E:34482.23

N:112801.04

P.I. STA. 88+10.02 "NER"

LS1-2

E: 33850.93

N: 113307.37

P.C. STA. 29+14.55 "LS-1"

E: 33739.38

N: 113742.74

P.I. STA. 33+63.98 "LS-1"

E: 33990.90

N: 114115.20

P.T. STA. 37+59.31 "LS-1"

E: 34164.82

N: 114372.75

P.O.T. STA. 40+70.08 "LS-1"

JSB

WSL

EAK

WSL

SC-01

N.T.S.

CONTROL POINTS

AND REFERENCE TIES

11

C.P. #3115

LINE "

A"

LIN

E "S-

1-

A"

18" TREE

N. FACE

MNS,

179.

21’2

80.6

2’

N.T.S.

249.0

0’

CONTROL POINT"

& NIPLE INC

STAMPED"BURGESS

IPS W/CAP

IPS W/CAP

C.P. #8076

18" TREE

W. FACE

MNS,

C.P. #2581 N. 112279.9940 E. 33625.8727

N.T.S.

237.6

0’

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

IPS W/CAP

C.P. #8010

20" TREE

FORK TWIN

E. FACE N.

MNS,

20" TREE

FACE

MNS, E.

21.5

0’ 19

.01’

WOODS

LINE

"A"

GOVERNMENT GRANT CORNER - REFERENCE TIESCONTROL POINT - REFERENCE TIES

ALIGNMENT POINT - REFERENCE TIES

GRANT CORNER MONUMENT FOUND (AS NOTED)

LEGEND

MAG NAIL SET

IRON PIN SET W/CAP (AS NOTED)

IRON PIN / IRON PIPE FOUND (AS NOTED)

MAG NAIL / PK NAIL FOUND AS NOTED)

MONUMENT FOUND (AS NOTED)

IRON PIN / IRON PIPE FOUND

MAG NAIL FOUND

MAG NAIL SET

IPF

PK NAIL FOUND

IRON PIN (REBAR) SET

MNF

MNS

PKF

IPS

N. 112434.0282 E. 34074.6791

C.P. #8010 N. 112959.4141 E. 35326.1357

DIR

T R

OA

D

STONE

FENCE POST

POST

FENCE

112.4

7

34.7

6’

31.70’

32.9

2’

12" TREE

FACE

MNS, W. N.T.S.

POINT"

INC CONTROL

"BURGESS & NIPLE

STAMPED

IPS W/CAP

ELEV. 545.05

N.T.S.

TREE

20" CHERRY

EAST SIDE

MNS,

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

2.95’

45.53’

31.41’

FENCE POST

FACE OF

MNS, SW

FENCE POST

W. FACE OF

MNS,

GR

AV

EL

DRIV

E

C.P. #8102 N. 112022.8648 E. 34237.9205

ELEV. 547.93

CR

EE

K

BE

D

10" TREE

FACE

MNS, W.

C.P. #2568 N. 112675.0326 E. 36077.8313

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

52.4

5’

15.74’

40.0

8’

12" TREE

FACE

MNS, N. 6" TREE

FACE

MNS, S.

N.T.S.

LINE "A"

C.P. #2632 N. 112679.5292 E. 35577.9995

2’

24" TREE

FACE

MNS, S.

FENCE POST

STEEL "T"

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

60.9

3’

66.61’

67.35’

IPS W/CAP

C.P. #8076

N.T.S.

LINE "A"

P.O.C LINE "A" STA. 257+88.87, 0.22’ Lt. P.O.C LINE "A" STA. 262+88.88, 0.21’ Lt.

C.P. #2635 N. 112629.3822 E. 34980.3554

36" TREE

FACE

MNS, W.

6" TREE

FACE

MNS, W.

TRUNK TREE

MULTIPLE

SW. ROOT

MNS, TOP OF

CONTROL POINT"

& NIPLE INC

STAMPED"BURGESS

IPS W/CAP

17.1

0’

47.9

0’

3.2

1’

LINE "A"

C.P. #2637 N. 112562.5139 E. 34856.0610

DIR

T R

OA

D

ELE

C F

EN

CE

CONTROL POINT"

& NIPLE INC

STAMPED"BURGESS

IPS W/CAP

24" TREE

FORK TWIN

N. FACE W.

MNS,

WOOD POST

S. FACE

MNS,

C.P.

#8067

116.21’

90.05’64.6

0’

LINE "A"

N.T.S.

N.T.S.

C.P. #927 N. 113467.1028 E. 35993.4871

GRANT

LINE

GR

AN

T LIN

E

GRANT

17

GRANT

25GRA

NT

26

24" MAPLE

34.12’29.53’

38.1

1’

GRANT COR

FOUND @

ELM TREE

RR SPIKE IN

10" MAPLE

18" MAPLE

N.T.S.

LINE "A" STA. 258+98.97 787.66’ Rt.

C.P. #926 N. 113049.2327 E. 35393.8285

N.T.S.

GRANT

LINE

GRANT

LINE

GR

AN

T LIN

E

3.90’9.30

’

13.9

0’

GRANT

25

CHERRY TREE

BOLT IN 48"

7" TREE

MNS E. SIDE

15" HACKBERRY

MNS E. SIDE

GRANT

16

GRANT

17

GRANT COR

FOUND @

PK NAIL

LINE "A" STA. 264+50.43, 377.73’ Rt.

C.P. #946 N. 105500.8467 E. 35296.1249

N.T.S.

GRANT

LINE

GR

AN

T LIN

E

GRANT

7

GRANT

15GRA

NT

16

CORNER

@ GRANT

REBAR FND

30.80’

7.0

2’ 26.3

4’4" PINE

MNS

FACE 10" TREE

MNS NW

18" TREE

MNS

C.P. #944 N. 110675.6409 E. 31941.9566

GRANT

LINE

GR

AN

T LIN

E

@ GRANT COR

FND STONE

GRANT

16

GRANT

25

GRANT

24

36" TREE

MNS IN

22" TREE

MNS IN

48.5

0’

32.3

4’

N.T.S.

C.P. #945 N. 110608.8101 E. 31843.3839

GRANT

LINE

GRANT

LINE

GR

AN

T LIN

E

GRANT

24

GRANT

15

GRANT

16

@ GRANT COR

STONE FOUND

71.2

1’

40.36’

6.9

7’

SIDE 18" WALNUT

RR SPK S.E.

36" TREE

S.E. SIDE

RR SPK

12" TREE

E. SIDE

RR SPK

N.T.S.

LINE "A" STA. 265+19.91, 292.81’ Rt. LINE "A" STA. 277+74.58, 442.55’ Lt. LINE "A" STA. 292+11.31, 6920.96’ Lt.

LINE "A" STA. 304+44.34, 878.72’ Lt. LINE "A" STA. 305+60.51, 904.95 Lt.

P.O.C LINE "A" STA. 268+88.81, 0.01’ Lt. P.O.C LINE "A" STA. 270+22.02, 48.13’ Lt.

P.O.C LINE "A" STA. 278+16.25, 0.01’ Lt.

P.O.T LINE "S-1-A" STA. 20+13.00, 0.00’ Lt.

P.T. LINE "A" STA. 282+90.88, 0.01’ Rt.

P:\IN

2005\0774\D.

Dra

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ms08817\Bsc001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:2

3

PM

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

P:\IN

2005\0774\D.

Dra

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ms08817\Bpn001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:2

9 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

LINE "A"

MARK S. & JACQUELINE JAMES

APP. S

ECTIO

N LIN

E

APP. S

ECTIO

N LI

NE

APP. S

ECTIO

N LIN

E

AMMUNITION PLANT

UNITED STATES ARMY Asphalt

Patrol Road

Woods

C.L.T.F.

Grass

Woods Woods

Asphalt Drive

Woods

Woods

Grass

Woods

Grass

Woods

Grass

Woods

Woods

Shrubs

C.L.T.F.Guardrail

Woods

Woods

Woods

Asphalt Drive

255+0

0

260+0

0

265+0

0

TX TX ODD


Unnam

ed Creek

Tangent Li

ne "A"

Unna

med

Creek A

PP. PL

APP. PL

T.J. MARK, LLC

L

APP. P

PWPHdwl.

PWP

PWP

Hdwl.

Hdwl.

PWP

PWP

APP. Exist. R/W

S.R. 265 E.B.L.

S.R. 265 W.B.L.

E: 35849.7679

N: 112682.3029

192.40’ RT.

257+72.18

297.93’ LT.

255+77.10 320.40’ LT.

259+71.82

234.21’ RT.

263+62.50

Woods

CLARK COUNTY

UTICA TOWNSHIP

ILLINOIS GRANT, SURVEY 16

CLARK COUNTY

UTICA TOWNSHIP


CLARK COUNTY

UTICA TOWNSHIP


L.A. R/W, A

.C.L. & F

.F.T.F.

L.A. R/W, A.C.L. & F.F.T.F.


L.A. R/W, A.C.L. & F.F.T.F

.




L.A. R/

W, A.C.L. & F.F.T.F. L.A. R/W, A.C.L. & F.F.T.F.

DES. NO. 0810242

MAINLINE S.R. 265

P.O.C. STA. 260+17.00 "A"

BEGIN PROJECT

S.E. = 3.463%

E = 1,296.28’

R = 5,932.65’

L = 7,216.40’

T = 4,130.51’

= 69° 41’ 38" LT.

P.I. 252+23.81 "A"

CURVE DATA

S 68

° 35’

01" W

CONCRETE BARRIER

+36.8

0

"A"

G.R.

115+00

RAMP "SER"

N 87° 19’ 10" E

RAMP "NER"

N 89° 46’ 47" W

80+00

P.T. STA. 114+12.32 "SER"

P.O.T. STA. 117+09.26 "SER"

P.O.T. STA. 75+00.00 "NER"

CONSTRUCTION LIMITS

Flo

w

Flo

w

Flow

36"CMP

24"C

MP

36’

36’

24’

24’

12’

16’

4’

12’

"A"

+76.0

0

"A"

+00.0

0

12’

2’

16’

CONSTRUCTION LIMITS

S.E. = 6.6%

E = 39.97’

R = 1,650.00’

L = 719.18’

T = 365.39’

= 24° 58’ 24" RT.

P.I. 110+58.53 "SER"

CURVE DATA

23.2

5’

23.2

5’

+87.0

4

"A"

DES. NO. 0810245PROJECT NO. 0810245MATCHLINE SEE

+20.9

9

SHARED-USE PATH

PN-01

WSL

EAK

WSL

JSB

1" = 50’

LINE "A"

STA. 260+17 TO STA. 266+00

PLAN SHEET

12

"GROUP 1 POSTS REQUIRED FOR F.F.T.F."

EXCEPT AS SHOWN."

"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"

INDICATED."

"LIMITED ACCESS PROVISIONS TO APPLY WHERE

"ALL R/W ON THIS SHEET TO BE AS SHOWN."

MA

TC

HLIN

E 266+0

0.0

0

LIN

E "A

" S

EE

DW

G.N

O. P

N-0

2

440

450

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

440

450

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

V-01

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

1" = 10’

LINE "A"

STA. 260+17 TO STA. 266+00

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

13

MA

TC

HLIN

E

ST

A. 266+0

0.0

0

LIN

E "A

" S

EE

DW

G.N

O.

V-0

2

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvL

A001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:3

2 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34 NOGAP105038020800.000000LA774

(DES. NO. 0810242)

ELEV. 532.12

Sta. 260+17.00 "A"

BEGIN PROJECT

+1.00%

ALONG LINE "A"

EXISTING GRADE

ALONG LINE "A"

PROPOSED GRADE

+36.8

0

+43.2

0

+2.40%-0.95%

-9.60%

+14.50

%+0.30% -1.50%

-1.50%

-20.42

%

(PLOTTED AT DATUM)

GRADE OF SPECIAL 4’ BOTTOM DITCH LT.

528.83

+50.00

1,090.29 L.F. Concrete Barrier, 45 IN, LT.

+17.0

0

(PLOTTED 10’ BELOW DATUM)

GRADE OF SPECIAL 4’ BOTTOM DITCH RT.

GR. End Treatment, Type MS, LT.

106.25 L.F. W-Beam Guardrail, Double Faced, LT.

Transition, Type TGB, LT.

524.04

+17.00

527.14

+17.00

528.98

+00.00

532.73

+50.00

523.73

+50.00

529.88

+50.00

P.V.I. STA. = 254+00.00

ELEV. = 525.95

-1.68% +1.00%

L.V.C. = 500.00’

251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00

515.9

510.6

510.9

519.0

525.3

531.0

532.5

527.3

516.8

501.8

488.2

476.3

467.7

462.7

461.5

472.7

491.6

509.7

525.3

536.9

544.8

550.7

553.5

552.1

549.1

545.4

540.8

536.4

531.9

527.2

517.8

532.4

5

532.9

5

533.4

5

533.9

5

534.4

5

534.9

5

535.4

5

535.9

5

536.4

5

536.9

5

537.4

2

537.8

2

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\Bpn002.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:3

6 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34TX TX EVEN

T.J. MARK, LLC

Field

Drive

Woods

Grass

P.T. STA. 16+02.00 "LS-1"

P.I. STA. 15+51.21 "LS-1"

Grass

Grass

Grass

Pond

Field Driv

e

Bldg.

C.L.T.F.

Wooded

Area

Wooded

Area

N 75° 37’ 47" E

RAMP "SWR"

Field Driv

e Woode

d Ar

ea

Field Driv

e

APP. PL

APP. SECT

ION LIN

E

APP. PL

LIN

E "L

S-1"

20+0

0

Woods

Grass

Woods

Grass

Grass

270+0

0


Tangent Line

"A"

275+0

0

280+0

0

AP

P. P L

LINE "A"

APP. PL

Field

Drive

Grass

Woods

Woods

Grass

APP. SECT

ION LIN

E

Grass

Grass

Field

Drive

Wooded

Area

90°0’0"

90°0’0"

S.R. 265 E.B.L.

S.R. 265 W.B.L.

P.O.C. STA. 278+16.25 "A"

P.O.T. STA. 20+12.99 "LS-1"=

Unna

med

Ditch

S.R. 265 E.B.L.

S.R. 265 W.B.L.

SA

LE

M

RO

AD

SA

LE

M

RO

AD

APP. PL

APP. PL

330.89’ RT.

269+17.61

393.31’ LT.

275+09.72

379.15’ LT.

280+04.96

345.18’ RT.

279+86.99

364.63’ RT.

276+74.72

R/

W

R/

W

CLARK COUNTY

UTICA TOWNSHIP


CLARK COUNTY

UTICA TOWNSHIP







L.A. R/W, A.C

.L. & F.F.T

.F.


& F.F.T.F.

L.A. R/W, A.C.L.

& F.F.T.F.

L.A. R/

W, A.C.L.

& F.F.T.F.L.A

. R/W, A.C.L.

C.L.T.F.

E

B

S.E. = 3.463%

E = 1,296.28’

R = 5,932.65’

L = 7,216.40’

T = 4,130.51’

= 69° 41’ 38" LT.

P.I. 252+23.81 "A"

CURVE DATA

LIN

E "L

S-1"

10’

GILMORE CONSTRUCTION INC.


C.L.T.F.

S 68° 35’ 0

1" W

G.R.G.R.

G.R.

110+00

G.R.

105+00

RAMP "SER"

S.E. = %

E = 2.48’

R = 1,650.00’

L = 180.95’

T = 90.57’

= 6° 17’ 00" LT.

P.I. 103+38.76 "SER"

CURVE DATA

P.I. STA. 110+58.53 "SER"

CONCRETE BARRIER

STA. 106+93.14 "SER", 13.00’ RT.

END G.R. & BEGIN CONC. BARRIER

P.C. STA. 106+93.14 "SER"

P.T. STA. 104+29.14 "SER"

P.I. STA. 103+38.76 "SER"

P.C. STA. 102+48.19 "SER"

85+00

90+00

P.I. STA. 81+89.75 "NER"

P.T. STA. 83+21.11 "NER"

P.I. STA. 88+12.50 "NER"

P.C. STA. 86+01.11 "NER"

P.T. STA. 90+19.92 "NER"

RAMP "NER"

RAMP "NWR"

P.O.T. STA. 17+00.14 "LS-1" =

P.O.T. STA. 69+38.29 "SWR"

P.O.T. STA. 100+00.00 "SER" =

STA. 92+77.26 "NER"

END CONSTRUCTION

G.R."LS-1"

+79.3310’

"LS-1"

+81.54

10’+46.67 "LS-1"10’ +44.46 "LS-1"

85°0’0"

P.O.T. STA. 92+99.26 "NER" =

P.O.T. STA. 22+66.14 "LS-1"

P.O.T. STA. 100+00.00 "NWR"

STA. 100+22.08 "NWR"

BEGIN CONSTRUCTION

63°4’40"

P.C. STA. 80+58.24 "NER"

BEGIN CONSTRUCTION

STA. 100+22.17 "SER"

BEGIN CONSTRUCTION

STA. 69+16.29 "SWR"

END CONSTRUCTION

STA. 110+98.19 "SER"

END CONSTRUCTION

Salem Rd. Over S.R. 265

STR. NO. 20

Flo

w

Flo

w

16’

12’

4’

16’-4

"16’

4’

10’ 4’

16’

8’

8’

"NE

R"

+25.2

1

"NE

R"

+01.74

12’

24’

4’

4’

24’

12’

40’

R

40’

R

40’

R

125’

R

125’

R

40’

R

40’R

40’

R

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

LIMIT

SC

ONS

TR

UC

TIO

N

CONSTRUCTION LIMITS

S.E. = 6.6%

E = 39.97’

R = 1,650.00’

L = 719.18’

T = 365.39’

= 24° 58’ 24" RT.

P.I. 110+58.53 "SER"

CURVE DATA

23.2

5’

23.2

5’

TYPE R1, W2, TL-3IMPACT ATTENUATOR

TYPE R1, W2, TL-3IMPACT ATTENUATOR

83°0’0"

S.E. = 5.0%

E = 0.14’

R = 9,300.00’

L = 101.58’

T = 50.791’

= 0° 37’ 33" LT.

P.I. 15+51.21 "LS-1"

CURVE DATA

S.E. = 4.0%

E = 2.64’

R = 3,270.00’

L = 262.87’

T = 131.51’

= 4° 36’ 22" RT.

P.I. 81+89.75 "NER"

CURVE DATA

S.E. = 6.0%

E = 17.75’

R = 1,250.00’

L = 418.80’

T = 211.38’

= 19° 11’ 47" LT.

P.I. 88+12.50 "NER"

CURVE DATA

576’ OF 84" PIPE REQ’D

+90.0 "A" STR. NO. 101

SEE DWG. NO. PN-06

+50.0 "LS-1" STR. NO. 103

SEE DWG. NO. PN-06

+55.0 "LS-1" STR. NO. 104

SEE DWG. NO. PN-08

+24.0 "NER" STR. NO. 102

"A

"

+19.4

3

"A

"

+19.4

3

"A

"

+21.59

12’

12’

SHARED-USE P

ATH

311.32’ LT.

270+74.96

PN-02

WSL

EAK

WSL

JSB

1" = 50’

LINE "A"

STA. 266+00 TO STA. 281+00

PLAN SHEET

14

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E


EXCEPT AS SHOWN."


INDICATED."



MA

TC

HLIN

E 266+0

0.0

0

LIN

E "A

" S

EE

DW

G.N

O. P

N-0

1

MA

TC

HLIN

E 281+00.0

0

LIN

E "A

" S

EE

DW

G.N

O. P

N-0

3

440

450

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

440

450

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

V-02

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

1" = 10’

LINE "A"

STA. 266+00 TO STA. 281+00

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

15

MA

TC

HLIN

E

ST

A. 266+0

0.0

0

LIN

E "A

" S

EE

DW

G.N

O.

V-0

1

MA

TC

HLIN

E

ST

A. 281+00.0

0

LIN

E "A

" S

EE

DW

G.N

O.

V-0

3

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvL

A002.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:3

7 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34 NOGAP105038020800.000000LA774

P.V.I. STA. = 267+60.00

ELEV. = 539.55

+1.00% -0.60%

L.V.C. = 500.00’

-0.60%

ALONG LINE "A"

PROPOSED GRADE

-9.60%

-3.79%

-0.53%-2.19%

-2.80%

-0.53%

-20.42

% +13.87%

-1.00%

-1.00%

-4.38%(PLOTTED AT DATUM)


(PLOTTED AT DATUM)


+19.4

3





Concrete Barrier Continued on Line "SER"

ALONG LINE "A"

EXISTING GRADE

1,090.29 L.F. Concrete Barrier, 45 IN, LT.

522.98

+21.90

482.00

+54.31

487.30

+92.53

532.21

+00.00

536.00

+00.00

534.60

+15.00

528.46

+05.00

526.74

+02.00

526.51

+00.00528.26

+20.00

525.00

+50.00

INV. 495.37

APPROXIMATE

STR. NO. 101

266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00

517.8

508.9

501.3

494.9

498.6

501.4

509.3

520.9

530.3

534.8

541.6

546.8

548.4

549.3

550.3

549.0

546.7

543.1

540.8

539.5

538.6

537.4

534.8

533.3

533.0

532.9

533.3

533.1

533.5

532.9

531.7

537.8

2

538.14

538.3

7

538.5

3

538.6

1

538.6

1

538.5

2

538.3

6

538.12

537.8

2

537.5

2

537.2

2

536.9

3

536.6

3

536.3

3

536.0

3

535.7

3

535.4

4

535.14

534.8

4

534.5

4

534.2

4

533.9

4

533.6

5

533.3

5

533.0

5

532.7

5

532.4

5

532.16

531.87

531.61

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\Bpn003.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:4

1 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34TX TX ODD

LINE "A"

CLARK COUNTY

UTICA TOWNSHIP

SEC. 25, T-2-S, R-6-E



285+0

0

290+0

0

295+0

0

Grass

Grass

Woods

Woods

Grass

Grass

Grass

Grass

Woods

Grass

Woods

Grass

S.R. 265 E.B.L.

S.R. 265 W.B.L.

S.R. 265 E.B.L.

CONSTRUCTION LIMITS

APP. SECTIO

N LINE

.453.82’ LT

284+99.10

255.64’ LT.

290+30.41

380.08’ RT.

283+01.24

194.80’ RT.

290+11.96

S.R. 265 W.B.L.

CLARK COUNTY

UTICA TOWNSHIP


L.A. R/W, A.C.

L. & F.F.T.F

.


L.A. R/

W, A.C.L. &

F.F.T.F.




233.09’

292+84.98

S 68° 35’ 01" W

76°5’39"

AreaWooded

65+00

RAMP "SWR"

60+00

N 70° 52’ 27" E

S 67° 26’ 16" W

RAMP "NWR"

S 53° 1

7’ 23" W

P.T. STA. 66+80.71 "SWR"

P.C. STA. 64+66.57 "SWR"

P.T. STA. 61+16.57 "SWR"

P.I. STA. 59+79.79 "SWR"

P.C. STA. 58+41.10 "SWR"

P.I. STA. 65+74.01 "SWR"

P.I. STA. 112+19.36 "NWR"

P.C.C. STA. 111+44.34 "NWR"

P.I. STA. 110+51.25 "NWR"

P.C. STA. 109+57.56 "NWR"

P.C. STA. 103+08.79 "NWR"

P.I. STA. 104+34.13 "NWR"

P.T. STA. 105+57.56 "NWR"

RAMP "SWR"

O.P.O.T. STA. 293+60.00 "A", 63.25’ RT.

P.O.T. STA. 115+94.40 "NWR"=

P.I. STA. 51+90.91 "SWR"

P.T. STA. 53+81.77 "SWR"

P.T. STA. 283+09.70 "A"


P.T. STA. 112+94.34 "NWR"

G.R.

STA. 58+41.06 "SWR"

BEGIN CONSTRUCTION

STA. 110+42.00 "NWR"

END CONSTRUCTION

Flow

Flow

105+00

110+00

115+00

55+00

12’

24’

4’

4’

24’

12’

16’

4’

8’

"A"

+70.0

0

16’

24’

12’

4’

2’

24’

8’

8’

16’

4’

"A"

+73.8

7

CONSTRUCTION LIMITS

CONSTRUCT

ION LIMIT

S

CONSTR

UCTIO

N LIM

ITS

10’

10’

S.E. = 6.6%

E = 5.48’

R = 1,050.00’

L = 214.15’

T = 107.45’

= 11° 41’ 07" RT.

P.I. 65+74.01 "SWR"

CURVE DATA

S.E. = 8.0%

E = 9.97’

R = 960.00’

L = 275.47’

T = 138.69’

= 16° 26’ 27" RT.

P.I. 59+79.79 "SWR"

CURVE DATA

S.E. = 3.0%

E = 1.91’

R = 9,549.30’

L = 381.77’

T = 190.91’

= 2° 17’ 26" RT.

P.I. 51+90.91 "SWR"

CURVE DATA

23.2

5’

23.2

5’

12’

S.E. = 7.4%

E = 9.50’

R = 822.00’

L = 248.77’

T = 125.34’

= 17° 20’ 24" LT.

P.I. 104+34.13 "NWR"

CURVE DATA

S.E. = 8.0%

E = 4.56’

R = 960.00’

L = 186.79’

T = 93.69’

= 11° 08’ 53" RT.

P.I. 110+51.25 "NWR"

CURVE DATA

S.E. = 4.46%

E = 0.98’

R = 2,864.79’

L = 150.00’

T = 75.02’

= 3° 00’ 00" RT.

P.I. 112+19.36 "NWR"

CURVE DATA

S.E. = 3.463%

E = 1,296.28’

R = 5,932.65’

L = 7,216.40’

T = 4,130.51’

= 69° 41’ 38" LT.

P.I. 252+23.81 "A"

CURVE DATA

23.2

5’

23.2

5’

SEE DWG. NO. PN-09

+50.0, "NWR" STR. NO. 107

SEE DWG. NO. PN-11

+95.0 "SWR" STR. NO. 105

RCB REQ’D

732’ OF 8’ X 6’

+87.0 "A" STR. NO. 106

"A"

+05.8

4

"A"

+20.0

0

"A"

+60.0

0

DES. NO. 0810243PROJECT NO. 0810243MATCHLINE SEE

13’

(DES. NO. 0810242)

MAINLINE S.R. 265

STA. 295+79.00 "A"

END PROJECT

E: 32506.5946

N: 1112051.7001

+21.04

PN-03

WSL

EAK

1" = 50’

LINE "A"

PLAN SHEET

STA. 281+00 TO STA. 296+00

JSB

WSL

16


EXCEPT AS SHOWN."


INDICATED."



MA

TC

HLIN

E 281+00.0

0

LIN

E "A

" S

EE

DW

G.N

O. P

N-0

2

MA

TC

HLIN

E 296+0

0.0

0

LIN

E "A

" S

EE

DW

G.N

O. P

N-0

4

440

450

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

440

450

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

V-03

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

1" = 10’

LINE "A"

STA. 281+00 TO STA. 296+00

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

17

MA

TC

HLIN

E

ST

A. 281+00.0

0

LIN

E "A

" S

EE

DW

G.N

O.

V-0

2

MA

TC

HLIN

E

ST

A. 296+0

0.0

0

LIN

E "A

" S

EE

DW

G.N

O.

V-0

4

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvL

A003.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:4

3

PM

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34 NOGAP105038020800.000000LA774

P.V.I. STA. = 281+10.00

ELEV. = 531.50

-0.33%

L.V.C. = 200.00’

P.V.I. STA. = 293+00.00

ELEV. = 527.55

-0.33% -1.23%

L.V.C. = 400.00’

-1.23%

ALONG LINE "A"

PROPOSED GRADE

ALONG LINE "A"

PROPOSED GRADE

+23.8

7

281.25 L.F. W-Beam Guardrail, RT.

-2.80% +0.97%

+0.97%+0.88% -1.16%

-1.16%

-21.5

0%

-21.5

0%

518.43

+00.00

-4.38% +3.15%

+3.15%-0.86%

-0.86%-4.68%

-9.60%

-18.70

%

-10.00%

(PLOTTED AT DATUM)

GRADE OF SPECIAL 4’ BOTTOM DITCH LT.(PLOTTED AT DATUM)






ALONG LINE "A"

EXISTING GRADE

511.13

+67.00

520.32

+20.86524.49

+50.00

523.19

+50.00

523.85

+33.00

521.59

+20.64

522.73

+05.84

515.99

+50.00518.33

+00.00

506.39

+50.00

497.04

+00.00

INV. 494.66

APPROXIMATE

STR. NO. 106

(DES. NO. 0810242)

ELEV. 524.12

Sta. 295+79.00 "A"

END PROJECT

59.2

0

84.4

0

GR. End Treatment, Type MS, LT.

308.00 L.F. W-Beam Guardrail, Double Faced, LT.


GR END Treatment, Type OS, RT.

281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00

531.7

529.3

525.5

519.2

509.9

500.4

493.6

497.4

508.0

519.4

530.5

537.6

541.1

542.6

544.2

545.7

546.8

547.3

547.2

547.1

546.0

544.8

543.3

541.2

538.1

533.9

528.0

519.8

510.7

499.8

488.3

531.61

531.39

531.20

531.04

530.8

7

530.7

0

530.5

4

530.3

7

530.2

1

530.0

4

529.8

7

529.7

1

529.5

4

529.3

8

529.2

1

529.0

4

528.8

8

528.7

1

528.5

5

528.3

8

528.2

1

528.0

2

527.7

7

527.4

6

527.10

526.6

8

526.2

1

525.6

8

525.0

9

524.4

8

523.8

7

F.P.

F.P.

F.P.

F.P.

F.P.

F.P. F.P

.

F.P. F.P.F.P.

F.P.

F.P. F.P

.

F.P.

F.P. F.P.

F.P.

F.P.

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\Bpn004.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:4

7 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34TX TX EVEN

LINE "A"

GREGORY S. BROWN

ROBIN M. BREY

SARA MORROWDAN R. &

LAURA GILMORELARRY FASENMYER

AMY W. PENDLETONCRISTOPHER S. &

KATHRYN BLUSTRAYMOND &

RUTH PEYELERTHOMAS &

PATRICIA J. SPELLMANTHOMAS L. &

RU

TH

A. GIL

MO

RE

GA

RY

D. &

GILMORE CONSTRUCTION, INC.





300+0

0

305+0

0

310

+00

Grass

GrassBrush Pile

Shrub Area

Shrub Area

Shrub Area

Shrub Area

Field Drive

Field

Drive

Brush Pile

Shrub Area

Grass

Grass

Shrub Area

Woods

Field

Drive

Shrub Area

Woods

Weeds

Field

Drive

Woods

Field

Drive

Field

Drive

Field Drive

AP

P. S

ECTIO

N

LIN

E

AP

P. PL

APP. PL

AP

P. PL

S.R. 265 E.B.L.

S.R. 265 W.B.L.

Unna

med

Creek

JAMES A. & THERESA G. DOOLEY

JAMES A. & THERESA G. DOOLEY

CONSTRUCTION LIMITS

161.43’ RT.

306+95.04

Shrub Area

CLARK COUNTY

UTICA TOWNSHIP


CLARK COUNTYUTICA TOWNSHIP


CLARK COUNTY

UTICA TOWNSHIP



L.A. R/W, A.C.L. & F.F.T.

F.

S 68° 35’ 01" W

272.77’ LT.

296+02.82

50+00

Flo

w

Flo

w

Flo

w

CONSTRUCTION LI

MITS

O.P.O.T. STA. 297+61.23 "A",63.25’ LT.

P.C. STA. 50+00.00 "SWR"=

PN-04

WSL

EAK

WSL

JSB

1" = 50’

LINE "A"

PLAN SHEET

STA. 296+00 TO STA. 297+05

18


EXCEPT AS SHOWN."


INDICATED."



MA

TC

HLIN

E 296+0

0.0

0

LIN

E "A

" S

EE

DW

G.N

O. P

N-0

3

FOR INFORMATION ONLY

440

450

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

440

450

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

V-04

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

1" = 10’

LINE "A"

STA. 296+00 TO STA. 297+05

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

19

MA

TC

HLIN

E

ST

A. 296+0

0.0

0

LIN

E "A

" S

EE

DW

G.N

O.

V-0

3

FOR INFORMATION ONLY

ALONG LINE "A"

EXISTING GRADE

ALONG LINE "A"

PROPOSED GRADE

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\B

VL

A004.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:4

9 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34 NOGAP105038020800.000000LA774

+05.0

0


-21.5

0%

-18.00%

-10.00%

(PLOTTED AT DATUM)




ALONG LINE "A"

EXISTING GRADE

475.43

+00.00

476.54

+05.00

456.53

+05.00

296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00

488.3

477.1

469.7

464.6

458.3

457.8

456.6

460.8

461.6

458.1

457.5

461.9

475.1

487.6

501.0

513.6

524.1

531.9

531.8

533.9

536.0

542.2

541.6

538.9

537.3

536.5

532.7

528.9

521.6

518.9

513.9

523.8

7

523.2

5

522.6

4

DRIFT FENCE ??

TX TX BOTTOM


JOE H. & PEGGY L. NEALY

JOE H. & PEGGY L. NEALY

LEE ALLEN & LINDA JAMES

LINE "LS-1"

P.O.T. STA. 9+60.80 "LS-1"

SALEM ROAD

APP. PL

APP. PL

APP. PL

AP

P. P L

AP

P. P L

Salem Roa

d Asphalt

Woods

Woods

Grass

Grass

Grass

Grass

Grass

Grass

Woods

Woods

Bldg.

Bldg.

Bldg.

Bldg.

Bldg.

Bldg.

Bldg.

Bldg.

Bldg.

Asphalt

Asphalt

Asphalt

Woods

C.L.T.F.

Asphalt

10+0

0

E: 34273.9230

N: 111640.6766

F.F.T.F.

F.F.T.F.

APP. PL

AP

P. P L

Asphalt

WoodsWoods

Shrubs

Walk

PWP.

PWP.

PWP.

L. Pole

L. Pole

Field

Drive

PWP.

PWP.Guy

L. Pole

PWP.

PWP.

PWP.

PWP.PWP.

PWP.

PWP.

Shrubs

69.54’ LT.

11+58.24

85.45’ RT.

11+59.90R/W

R/WR/W

R/W

CLARK COUNTY

UTICA TOWNSHIP


STA. 11+95.00 "LS-1", 32.33’ RT.

END C.L.T.F.

C.L.T.F.

NOTE

SEE

NOTE

SEE

APP. PL APP. PL

SALEM ROAD

STA. 11+95.00 "LS-1"

BEGIN CONSTRUCTION

24’

8’

8’

15’

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

12’

SHARED-USE PATH

SALEM ROAD

STA. 9+95.00 "LS-1"

BEGIN INCIDENTAL CONSTRUCTION

CONSTRUCTION LIMITS

13’

CONSTRUCTION LIMITS

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BpnLS10

01.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:5

2 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

PN-05

WSL

EAK

WSL

JSB

1" = 50’

PLAN SHEET

STA. 9+60.80 TO STA. 13+00

20

EXCEPT AS SHOWN."

"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-1"


LINE "LS-1" SALEM ROAD

MA

TC

HLIN

E 13

+00.0

0

LIN

E "L

S-1"

SE

E

DW

G.N

O. P

N-0

6

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

620

630

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

620

630

V-05

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

1" = 10’

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

21


STA. 9+60.80 TO STA. 13+00

MA

TC

HLIN

E

ST

A. 13

+00.0

0

LIN

E "L

S-1"

SE

E

DW

G.N

O.

V-0

6

ELEV. 542.41

STA. 11+95.00 "LS-1"

BEGIN CONSTRUCTION

ALONG LINE "LS-1"

EXISTING GRADE

ALONG LINE "LS-1"

PROPOSED GRADE

-0.30%

539.70

+95.00

-0.77%

(PLOTTED 25’ ABOVE DATUM)


STA. 9+95.00 "LS-1"

BEGIN INCIDENTAL CONSTRUCTION

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvLS10

01.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:5

4 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

10+00 11+00 12+00 13+00

546.9

545.2

543.6

542.8

542.4

542.1

541.8

542.3

7

542.0

4

542.0

0

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BpnLS10

02.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:5

7 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34



T. J. MARK, LLC

LINE "LS-1"

CLARK COUNTY

UTICA TOWNSHIP

ILLINOIS GRANT, SURVEY16

APP. S

ECTIO

N

LIN

E

APP. S

ECTIO

N

LIN

E

P.C. STA. 15+00.42 "LS-1"

P.I. STA. 15+51.21 "LS-1"

P.T. STA. 16+02.00 "LS-1"

P.O.T. STA. 99+99.26 "NER" =

P.O.T. STA. 22+66.14 "LS-1"

P.O.T. STA. 100+00.00 "NWR"

LIN

E "A

"

15+0

0

25+0

0

P.O.C. STA. 278+16.25 "A"

P.O.T. STA. 20+12.99 "LS-1"=

TX TX TOP

Grass

Woods

Grass

Pond

LA

PP. P


C.L.T.F.

Field

Drive

Bld

g.

C.L.T.F.

Wooded Area

Wooded Area

90°0’0"

LINE "LS-1"

Field

Drive

APP. PL

Wooded

Area

Grass

Grass

Grass

Woods

Grass

S.R. 265

W.B.L.

Grass

Grass

Grass

Field Drive

S.R. 265

E.B.L.

SALEM ROAD

SALEM ROAD

S.R. 265

S.R. 265

Field

Drive

Wooded

Area

Field

Drive

Wooded

Area

Field

Drive

LAPP. P

APP. PL

LAPP. P

280+0

0

78.17’ LT.

14+98.16

379.15’ LT.

280+04.96 "A"

96.81’ RT.

15+00.04

393.31’ LT.

275+09.72 "A"

345.18’ RT.

279+86.99 "A"

105.00’ RT.

25+20.84

364.63’ RT.

276+74.72

56.72’ LT.

26+72.08


STR. NO. 20

Field Drive

G.R.

R/W

R/W

105’ R/W

R/

W

R/W R/W

R/W

CLARK COUNTY

UTICA TOWNSHIP


L.A. R/

W, A.C.L. & F.F.T.F.

L.A. R/

W, A.C.L.

&

F.F.T.F.

C.L.T.F.

103.53’ LT.

24+49.03

B

B

E

E

+50, 4

3.5’ L

T. "L

S-1"

N 13° 44’ 40" W

LINE "LS-1"

S.E. = N.C.

E = 0.14’

R = 9,300.00’

L = 101.58’

T = 50.79’

= 0° 37’ 33" LT.

P.I. 15+51.21 "LS-1"

CURVE DATA

O.P.0.C. STA. 15+75.71 "LS-1", 20.03’ LT.

85°0’0"

90°0’0"

90+0

0R

AM

P "N

ER"

RA

MP "N

WR"

N 75° 37’ 47"

E

RA

MP "S

WR"

RA

MP "S

ER"

65+0

0 P.I. STA. 104+34.13 "NWR"

P.C. STA. 103+08.79 "NWR"

&

F.F.T.F.

L.A. R/

W,

A.C.L.

STA. 100+22.08 "NWR"

BEGIN CONSTRUCTION

STA. 92+77.26 "NER"

END CONSTRUCTION

P.T. STA. 90+19.92 "NER"

20+0

0

P.I. STA. 65+74.01 "SWR"

P.T. STA. 66+80.71 "SWR"

P.T. STA. 104+29.14 "SER"

P.I. STA. 103+38.76 "SER"

&

F.F.T.F.

L.A. R/

W, A.C.L.

& F.F.T.F.

L.A. R/

W, A.C.L.

P.C. STA. 102+48.19 "SER"

"LS-1"

+02.2

910’

P.O.T. STA. 17+00.14 "LS-1" =

P.O.T. STA. 100+00.00 "SER" =

P.O.T. STA. 69+38.29 "SWR"

STA. 69+16.29 "SWR"

END CONSTRUCTION

STA. 100+22.17 "SER"

BEGIN CONSTRUCTION


Flo

w

12’

24’

4’

4’

24’

12’

8’

10’

8’

10’

24’

+75.0

0

+50.0

022’

22’

+20.0

022’

22’2

4’

+95.0

0

15’

16’

16’

8’

4’

125’

R

40’

R

40’

R

40’

R40’

R40’

R

40’

R

125’R

16’

8’

4’

16’

4’

16’

8’4’

"LS-1"

+87.4

3

"LS-1"

+44.4

6

"LS-1"

+79.3

3

"LS-1"

+46.6

7

"LS-1"

+81.5

4

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS CONSTRUCTION LIMITSC

ONS

TR

UC

TIO

N

LIMIT

S

83°0’0"

23.25’ 23.25’

DEFORMED PIPE REQ’D

323’ OF 68" X 43"

M-4 MANHOLE &

STR. NO. 109

SEE DWG. NO. PN-08

+24.0 "NER" STR. NO. 102

PIPE END SECTIONS REQ’D

220’ OF 36" PIPE & 2

+55.0 "LS-1" STR. NO. 104

10’

BEGIN PAVING EXCEPTION

STA. 19+05.14 "LS-1"

STA. 21+20.86 "LS-1"

END PAVING EXCEPTION

2 - END SECTIONS REQ’D

242’ OF 36" PIPE &

+50.0 "LS-1" STR. NO. 103

12’

12’

SHARED-USE PATH

PN-06

WSL

EAK

WSL

JSB

1" = 50’

PLAN SHEET

STA. 13+00 TO STA. 28+00

22

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E

"GROUP 1 POSTS REQUIRED FOR F.F.T.F." EXCEPT AS SHOWN."

"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-1" INDICATED."

"LIMITED ACCESS PROVISIONS TO APPLY WHERE"ALL R/W ON THIS SHEET TO BE AS SHOWN."


MA

TC

HLIN

E 13

+00.0

0

LIN

E "L

S-1"

SE

E

DW

G.N

O. P

N-0

5

MA

TC

HLIN

E 28+0

0.0

0

LIN

E "L

S-1"

SE

E

DW

G.N

O. P

N-0

7

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

620

630

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

620

630

V-06

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

1" = 10’

STA. 13+00 TO STA. 28+00

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

23


MA

TC

HLIN

E

ST

A. 13

+00.0

0

LIN

E "L

S-1"

SE

E

DW

G.N

O.

V-0

5

MA

TC

HLIN

E

ST

A. 28+0

0.0

0

LIN

E "L

S-1"

SE

E

DW

G.N

O.

V-0

7

MIN.

VE

RT. C

LR.

MIN.

VE

RT. C

LR.

S.R. 265 E.B.L. S.R. 265 W.B.L.

P.V.I. STA. = 20+10.00

ELEV. = 559.88

L.V.C. = 540.00’

ALONG LINE "LS-1"

PROPOSED GRADE

ALONG LINE "LS-1"

EXISTING GRADE

PAVING EXCEPTION

INV. 526.03

APPROXIMATE

STR. NO. 103

INV. 528.37

APPROXIMATE

STR. NO. 104

STR. NO. 109

P.V.I. STA. = 13+70.00

ELEV. = 541.06

-0.77% +2.94%

L.V.C. = 300.00’

+2.94% -1.71%

-0.30%

+1.12%

+0.30%





+1.93% +4.06%

+1.37%

+1.17%+0.30% -1.26%

(PLOTTED AT DATUM)


+2.29% -2.02%



Guardrail End Treatment, Type OS, RT.

+81.54

+87.7

9

+46.6

7

+40.4

2

+44.4

6

+38.2

1

+79.3

3

+85.5

8

Guardrail End Treatment, Type OS, LT.

375 L.F. W-Beam Guardrail, LT.

+37.3

2

Transition, Type TGB, RT.



Transition, Type TGB, RT.Guardrail End Treatment, Type OS, RT.

Guardrail End Treatment, Type OS, LT. Guardrail End Treatment, Type OS, LT.

197’ of 68"x43" Eliptical Pipe @ +0.38% Pipe @ +0.38%127’ of 68"x43" Eliptical

541.24

+80.00

541.42

+90.00

538.39

+30.73

535.94

+10.00

536.71

+50.00

543.28

+34.94

542.80

+00.00

534.52

+90.00

534.70

+50.00

539.28

+50.00

543.86

+50.00

535.91

+80.00

542.50

+50.00

19+0

5.14

21+20.8

6

+00.0

0

+61.91


6.25 L.F. W-Beam Guardrail, LT.


6.25 L.F. W-Beam Guardrail, LT.


Guardrail Continued on Line "SER"

16’-10�

"

17’-8�

"

Bent (Typ.)

Integral End

Retaining Wall (Typ.)

Driving Resistance

XXX Kips, Nominal

H-Piles Driven to

@ End Bents.

Driving Resistance

XXX Kips, Nominal

H-Piles Driven to

Type 3 (Typ.)

Structure Backfill

Slope 1:4 (Typ.)

(Typ.)1’-6"

534.00

+43.84

540.97

+51.80

13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00

541.8

541.8

541.8

541.8

543.1

545.2

546.6

544.0

540.6

537.8

533.6

529.9

528.1

528.9

531.9

536.6

541.6

546.7

550.4

551.9

551.9

549.8

548.3

545.6

547.0

548.5

550.8

553.1

554.5

555.6

554.5

542.0

0

542.2

6

542.8

3

543.7

2

544.9

1

546.3

5

547.8

2

549.2

9

550.7

6

552.2

3

553.5

5

554.6

5

555.5

4

556.2

1

556.6

7

556.9

2

556.9

4

556.7

6

556.3

5

555.7

3

554.9

2

554.0

6

553.2

1

552.3

5

551.50

550.6

4

549.7

9

548.9

3

548.0

8

547.2

2

546.3

7

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvLS10

02.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

5:5

9 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BpnLS10

03.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:0

2 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34TX TX BOTTOM


T. J. MARK, LLC

T. J. MARK, LLC

LINE "LS-1"

P.C. STA. 29+14.55 "LS-1"

P.I. STA. 33+63.98 "LS-1"

P.O.T. STA. 40+70.08 "LS-1"

N 34° 01’ 52" E

35+0

0

30+0

0

40+0

0

Grass

APP. PL

Field Drive

Woo

ded Area SALEM ROAD

Grass

Grass

AP

P. PL

AP

P. PL

Asphalt

C.L.T.F.

C.L.T.F.

Asphalt

Asphalt Drive

Grass

Grass

P.T. STA. 37+59.31 "LS-1"LI

NE "LS-

1"

PW

P

PW

P

PW

P

PW

P

PW

P

PW

P

Sign

PW

P

85.00’ LT.

37+59.31

85.00’ L.T

+P (39+17.45)L

75.00’ RT.

P (39+21.65)L

75.00’ RT.

37+59.31

105.00’ RT.

29+14.55

.75.00’ RT

32+00.00

.85.00’ LT

33+40.00

Patr

ol

Road

Patr

ol

Road

107.82’ LT.

28+13.58

105’ R/W

R/W

R/W

85’ R/W

75’ R/W

85’ R/W

75’ R/W

CLARK COUNTY

UTICA TOWNSHIP


90°0’0"

S.E. = N.C.

E = 96.35’

R = 1,000.00’

L = 844.76’

T = 449.43’

= 48° 24’ 05" RT.

P.I. 33+63.98 "LS-1"

CURVE DATA

SALEM ROAD

STA. 39+79.57 "LS-1"

END CONSTRUCTION

24’

8’

8’

8’

+16.4

4 60’

R

60’

R

"LS-1"

+62.2

2

CONSTRUCT

ION

LIMI

TS

CONSTRUCT

ION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

E: 34114.17

N: 114297.73

DEFORMED PIPE REQ’D

89’ OF 49" X 32"

+00.0 "LS-1" STR. NO. 108

PN-07

WSL

EAK

WSL

JSB

1" = 50’

PLAN SHEET

STA. 28+00 TO STA. 40+70.08

24

EXCEPT AS SHOWN."

"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-1"



MAT

CH

LIN

E 28+0

0.0

0 LIN

E "L

S-1" SE

E

DW

G.N

O. P

N-0

6

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

620

630

460

470

480

490

500

510

520

530

540

550

560

570

580

590

600

610

620

630

V-07

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

1" = 10’

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

25


STA. 28+00 TO STA. 39+83.51

MA

TC

HLIN

E

ST

A. 28+0

0.0

0

LIN

E "L

S-1"

SE

E

DW

G.N

O.

V-0

6

28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00

554.5

552.2

549.8

547.1

545.1

542.4

540.8

539.4

538.9

539.0

539.4

540.4

541.3

542.5

544.2

546.3

548.3

550.3

552.1

553.8

555.5

556.4

557.4

557.6

557.4

557.2

546.3

7

545.5

1

544.6

6

543.8

0

542.9

5

542.2

5

541.86

541.78

542.0

2

542.5

6

543.4

2

544.4

4

545.4

5

546.4

6

547.4

8

548.4

9

549.5

1

550.5

2

551.53

552.5

5

553.5

6

554.5

7

555.5

9

556.6

0

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvLS10

03.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:0

3

PM

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

ALONG LINE "LS-1"

PROPOSED GRADE

ALONG LINE "LS-1"

EXISTING GRADE

INV. 537.25

STR. NO. 108

INV. 537.50

STR. NO. 108

P.V.I. STA. = 31+50.00

ELEV. = 540.38

-1.71% +2.03%

L.V.C. = 300.00’

ELEV. 557.20

STA. 39+79.57 "LS-1"

END CONSTRUCTION

+0.30%

+2.27%(PLOTTED 30’ ABOVE DATUM)


-1.26%-0.30%

+1.67%

+2.20%

(PLOTTED AT DATUM)


+12.2

2Guardrail End Treatment, Type OS, LT.

375 L.F. W-Beam Guardrail, LT.

538.10

+99.00540.00

+50.00

537.40

+50.00

551.00

+50.00

551.00

+50.00

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\Bpn

NE

R002.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:0

7 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

TX TX CROSS_ODD

T.J. MARK, LLC

Field

Drive

Woods

Grass

P.T. STA. 16+02.00 "LS-1"

Grass

Grass

Field Driv

e

Bldg.

Wooded

Area

Wooded

Area

N 75° 37’ 47" E

RAMP "SWR"

Field Driv

e Woode

d Ar

ea

Field Driv

e

APP. PL

APP. SECT

ION LIN

E

APP. PL

LIN

E "L

S-1"

20+0

0

Woods

Grass

Woods

Grass

Grass

Tangent Line

"A"

LINE "A"

APP. PL

Field

Drive

Grass

Woods

Woods

Grass

APP. SECT

ION LIN

E

Grass

Grass

Field

Drive

Wooded

Area

S.R. 265 E.B.L.

S.R. 265 W.B.L.

P.O.C. STA. 278+16.25 "A"

P.O.T. STA. 20+12.99 "LS-1"=

Unna

med

Ditch

S.R. 265 E.B.L.

S.R. 265 W.B.L.

SA

LE

M

RO

AD

APP. PL

APP. PL

APP. SECT

ION LIN

E

R/

W

R/

W

CLARK COUNTY

UTICA TOWNSHIP



L.A. R/W, A.C

.L. & F.F.T

.F.


& F.F.T.F.

L.A. R/W, A.C.L.

C.L.T.F.

B

LIN

E "L

S-1"



C.L.T.F.

S 68° 35’ 0

1" W

110+00

G.R.

105+00

RAMP "SER"

85+00

90+00 RAMP "NER"

RAMP "NWR"

P.O.T. STA. 17+00.14 "LS-1" =

P.O.T. STA. 69+38.29 "SWR"

P.O.T. STA. 100+00.00 "SER" =

"LS-1"

+79.33

"LS-1"

+81.54

10’+46.67 "LS-1"10’ +44.46 "LS-1"

85°0’0"

P.O.T. STA. 92+99.26 "NER" =

P.O.T. STA. 22+66.14 "LS-1"

P.O.T. STA. 100+00.00 "NWR"

63°4’40"

P.C. STA. 80+58.24 "NER"

BEGIN CONSTRUCTION

Flo

w

90°0’0"

90°0’0"

330.89’ RT.

269+17.61

345.18’ RT.

279+86.99

364.63’ RT.

276+74.72

E

S.E. = 3.463%

E = 1,296.28’

R = 5,932.65’

L = 7,216.40’

T = 4,130.51’

= 69° 41’ 38" LT.

P.I. 252+23.81 "A"

CURVE DATA

10’

G.R.G.R.

G.R.

P.I. STA. 110+58.53 "SER"

CONCRETE BARRIER

STA. 106+93.14 "SER", 13.00’ RT.


P.C. STA. 106+93.14 "SER"

P.T. STA. 104+29.14 "SER"

P.I. STA. 103+38.76 "SER"

P.C. STA. 102+48.19 "SER"

P.I. STA. 81+89.75 "NER"

P.T. STA. 83+21.11 "NER"

P.I. STA. 88+12.50 "NER"

P.C. STA. 86+01.11 "NER"

STA. 92+77.26 "NER"

END CONSTRUCTION

G.R.

10’

STA. 100+22.08 "NWR"

BEGIN CONSTRUCTION

STA. 100+22.17 "SER"

BEGIN CONSTRUCTION

STA. 69+16.29 "SWR"

END CONSTRUCTION

STA. 110+98.19 "SER"

END CONSTRUCTION


STR. NO. 20

P.T. STA. 90+19.92 "NER"

12’

24’

4’

4’

24’

12’

4’

12’

16’

16’-4

"16’

4’

4’

16’

8’

"NE

R"

+01.74

10’

12’

"NE

R"

+25.2

1

8’

40’R

40’

R

125’

R

40’

R

40’

R

125’

R

40’

R

40’

R

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

83°0’0"

23.2

5’

23.2

5’

S.E. = 6.6%

E = 39.97’

R = 1,650.00’

L = 719.18’

T = 365.39’

= 24° 58’ 24" RT.

P.I. 110+58.53 "SER"

CURVE DATA

S.E. = 5.0%

E = 2.48’

R = 1,650.00’

L = 180.95’

T = 90.57’

= 6° 17’ 00" LT.

P.I. 103+38.76 "SER"

CURVE DATA

CONSTRUCTION LIMITS

S.E. = 4.0%

E = 2.64’

R = 3,270.00’

L = 262.87’

T = 131.51’

= 4° 36’ 22" RT.

P.I. 81+89.75 "NER"

CURVE DATA

S.E. = 6.0%

E = 17.75’

R = 1,250.00’

L = 418.80’

T = 211.38’

= 19° 11’ 47" LT.

P.I. 88+12.50 "NER"

CURVE DATA

83°0’0"

SEE DWG. NO. PN-02

+90.0 "A" STR. NO. 101

SEE DWG. NO. PN-06

+50.0 "LS-1" STR. NO. 103

SEE DWG. NO. PN-06

+55.0 "LS-1" STR. NO. 104


145’ OF 30" PIPE & 2

+24.0 "NER" STR. NO. 102

12’

12’

SHARED-USE P

ATH

L.A. R/W, A.C.L. & F.F.T.F. 311.32’ LT.

270+74.96

PN-08

WSL

EAK

WSL

JSB

1" = 50’

PLAN SHEET

STA. 80+00 TO STA. 92+99.26

RAMP "NER"

26

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E


EXCEPT AS SHOWN."


INDICATED."



MA

TC

HLIN

E

ST

A. 80+0

0.0

0

RA

MP "N

ER"

SE

E

DW

G. N

O. P

N-0

8

V-08

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

RAMP "NER"

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

LT. E

P. E

L.

LT. E

P. E

L.

500

495

490

505

510

515

520

525

530

535

540

545

550

555

560

565

500

495

490

505

510

515

520

525

530

535

540

545

550

555

560

565

27

80+58.24 TO STA. 86+00

1" = 10’

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvN

ER001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:0

8 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

INL.EL. 540.40

STR. NO. 102

INL.EL. 509.02

STR. NO. 101

+0.48%+3.

33%

+3.33

%

+2.00%

P.V.I. STA. = 88+50.00

ELEV. = 542.51

L.V.C. = 400.00’

P.V.I. STA. = 91+50.00

ELEV. = 552.50

L.V.C. = 180.00’

ELEV. 538.71

Sta. 80+58.24 "NER"

BEGIN PROFILE

ELEV. 555.05

Sta. 92+77.26 "NER"

END PROFILE

ALONG RAMP "NER"

PROPOSED GRADE & RT. E.P.

ALONG RAMP "NER"


RAMP "NER"

EXISTING GRADE ALONG

RAMP "NER"


-3.75%

-0.50%(PLOTTED AT DATUM)


-1.63%+4.

00%

+11.50

%

+9.00%

+9.00%

+2.32%

-0.30% +0.85%

(PLOTTED AT DATUM)


GR END TREATMENT, TYPE OS, RT.

536.00

+35.80

-0.50%

225 L.F. W-Beam Guardrail RT.

+75.3

7

+00.8

0

GR TERMINAL SECTION, W-BEAM

PROPOSED LT. E.P.PROPOSED LT. E.P.

(PLOTTED AT DATUM)


(PLOTTED AT DATUM)


528.46

+90.87

540.40

+24.00541.01

+20.00

535.91

+00.00

532.21

+36.94

517.91

+00.00

512.16

+50.00

509.00

+71.00

509.57

+35.80

523.12

+58.24

511.78

+00.00

-1.63%

-8.00%

60’ V.C.

0.6

4’

0.4

48’

SUPERELEVATION TRANSITION

SEE SPOT ELEVATION SHEET

ST

A. 80+9

9.0

9


145.45’

60’ V.C.

ST

A. 82

+79.3

0

ST

A. 84+2

4.7

5

0.6

4’

218.18’

60’ V.C.

ST

A. 86+4

2.9

3


0.9

6’

540.97

+90.87

228.45’


60’ V.C. 60’ V.C.

ST

A. 92

+07.9

9

ST

A. 89+7

9.5

4

ST

A. 91+57.3

2

0.9

6’

0.2

74’

85+0078+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00

543.1

538.6

533.0

528.2

522.2

515.0

508.8

503.7

503.2

504.6

508.7

512.4

519.1

525.4

530.4

534.7

537.2

539.3

540.6

542.6

546.0

548.0

549.2

549.8

549.9

550.8

550.8

551.0

553.2

538.9

1

539.15

539.3

9

539.6

3

539.8

7

540.11

540.3

5

540.5

9

540.8

3

541.07

541.31

541.55

541.88

542.3

9

543.0

8

543.9

4

544.9

8

546.2

0

547.6

0

549.17

550.7

8

552.2

1

553.4

5

554.5

0

539.5

5

539.7

9

540.0

3

540.2

7

540.4

2

540.4

4

540.4

6

540.4

8

540.5

0

540.5

2

540.5

4

540.6

0

540.9

3

541.43

542.12

542.9

8

544.0

2

545.2

4

546.7

5

548.6

0

550.4

7

552.17

553.6

8

554.7

8

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\Bpn

NW

R001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:12 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34TX TX CROSS_EVEN


T.J. MARK, LLC


LINE "A"

Woods

Grass

Grass

Woods

Grass

Grass

Field

Drive

Wooded

Area

Grass

Sale

m

Road

S 68° 35’ 01" W

Woods

S 68° 35’ 01" W

285+00

280+00

20+0

0

Field Driv

e

APP. PL

Field D

rive

Wooded A

reaFiel

d Drive

APP. PLAPP. SECTIO

N LINE

AP

P. P

Grass

Grass

Grass

Woods


Woods

Unnamed Ditch

Grass

Grass

Field

Drive

Wooded

Area

L

AP

P. PL

Grass

Grass

Grass

364.63’ RT.

276+74.72

345.18’ RT.

279+86.99

380.08’ RT.

283+01.24

S.R. 265 E.B.L.

S.R. 265 W.B.L.

S.R. 265 E.B.L.

S.R. 265 W.B.L.

R/

W

R/

W

CLARK COUNTY

UTICA TOWNSHIP


CLARK COUNTY

UTICA TOWNSHIP


L.A. R/W, A.

C.L. & F.F

.T.F.



E

B

76°5’39"

Sale

m

Road

LIN

E "L

S-1"

85°0’0"90°0’0" S 5

3° 17’ 23

" WRAMP "NWR"

RAMP "SWR"

60+00

65+00

RAMP "NER"

90+00

S 70° 37’ 47" W

105+00

110+00

P.C. STA. 109+57.56 "NWR"

P.I. STA. 110+51.25 "NWR"

Wooded Area

P.T. STA. 105+57.56 "NWR"

P.I. STA. 104+34.13 "NWR"

P.C. STA. 103+08.79 "NWR"

P.T. STA. 90+19.92 "NER"

105.00’ RT.

25+20.84 "LS-1"

103.53’ LT.

24+49.03 "LS-1"

P.I. STA. 59+79.79 "SWR"

P.T. STA. 61+16.57 "SWR"

P.C. STA. 64+66.57 "SWR"

P.I. STA. 65+74.01 "SWR"

P.T. STA. 66+80.71 "SWR"

P.T. STA. 283+09.70 "A"

25+0

0

P.O.T. STA. 92+99.26 "NER" =

P.O.T. STA. 22+66.14 "LS-1"

P.O.T. STA. 100+00.00 "NWR" =

RAMP "NWR"

P.O.T. STA. 20+12.99 "LS-1"=

P.O.C. STA. 278+16.25 "A"

STA. 92+77.26 "NER"

END CONSTRUCTION

STA. 100+22.08 "NWR"

BEGIN CONSTRUCTION

Flow

Flo

w

105’ R/

W

R/

W

G.R.

G.R.

Flo

w

Salem Rd. Over S.R. 265STR. NO. 20

STA. 110+42.00 "NWR"

END CONSTRUCTION

16’

4’

8’

4’

24’

12’

12’

24’

4’

8’

16’

4’

40’

R

40’

R

40’

R

125’

R

10’

10’

"NW

R"

+34.9

8

"NW

R"

+53.15

"SW

R"

+05.8

7

"SW

R"

+61.18

CONSTRUCT

ION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTIO

N LIMIT

S

GR

GR

23.2

5’

23.2

5’

S.E. = 3.463%

E = 1,296.28’

R = 5,932.65’

L = 7,216.40’

T = 4,130.51’

= 69° 41’ 38" LT.

P.I. 252+23.81 "A"

CURVE DATA

S.E. = 7.4%

E = 9.50’

R = 822.00’

L = 248.77’

T = 125.34’

= 17° 20’ 24" LT.

P.I. 104+34.13 "NWR"

CURVE DATA

S.E. = 8.0%

E = 4.56’

R = 960.00’

L = 186.79’

T = 93.69’

= 11° 08’ 53" RT.

P.I. 110+51.25 "NWR"

CURVE DATA

S.E. = 8.0%

E = 9.97’

R = 960.00’

L = 275.47’

T = 138.69’

= 16° 26’ 27" RT.

P.I. 59+79.79 "SWR"

CURVE DATA

S.E. = 6.6%

E = 5.48’

R = 1,050.00’

L = 214.15’

T = 107.45’

= 11° 41’ 07" RT.

P.I. 65+74.01 "SWR"

CURVE DATA

8’

SEE DWG. NO. PN-06

+50.0 "LS-1" STR. NO. 103

SEE DWG. NO. PN-06

+55.0 "LS-1" STR. NO. 104

SEE DWG. NO. PN-06

+50.0, 43.5’ LT. "LS-1" STR. NO. 109

SEE DWG. NO. PN-08

+24.0 "NER" STR. NO. 102

SEE DWG. NO. PN-03

+87.0 "A" STR. NO. 106


200’ OF 36" PIPE & 2

+50.0, "NWR" STR. NO. 107

PN-09

WSL

EAK

WSL

JSB

1" = 50’

PLAN SHEET

STA. 100+00 TO STA. 111+00

RAMP "NWR"

28

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E


EXCEPT AS SHOWN."


INDICATED."



MA

TC

HLIN

E

ST

A. 111+00.0

0

RA

MP "N

WR"

SE

E

DW

G. N

O. P

N-11

500

V-09

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

1" = 10’

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

LT. E

P. E

L.

LT. E

P. E

L.

495

490

505

510

515

520

525

530

535

540

545

550

555

560

565

500

495

490

505

510

515

520

525

530

535

540

545

550

555

560

565

29

RAMP "NWR"

STA. 100+22.08 TO STA. 110+42.00

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00

554.5

0

553.2

5

551.72

549.9

2

547.9

2

545.9

2

543.9

2

541.92

539.9

2

537.9

2

535.9

6

534.18

532.6

0

531.22

530.0

5

529.0

7

528.3

0

527.7

3

527.3

5

527.18

552.4

551.1

549.9

548.2

546.6

544.4

540.7

535.9

529.4

522.5

511.8

503.2

503.3

505.2

513.0

520.8

529.5

536.4

542.9

546.3

547.0

547.3

547.3

554.7

7

553.4

3

551.63

549.5

5

547.2

9

545.0

2

542.7

5

540.7

4

538.7

4

536.7

4

534.9

8

533.4

3

532.0

8

530.9

3

529.9

9

529.2

4

528.7

0

528.3

5

528.2

1

528.2

7

P.V.I. STA. = 101+20.00

ELEV. = 553.12

-2.00%

-4.00%

L.V.C. = 180.00’

P.V.I. STA. = 107+70.00

ELEV. = 527.12

-4.00%

+0.02%

L.V.C. = 500.00’

INL.EL. 508.00

STR. No. 106

ELEV. 527.18

Sta. 110+42.00 "NWR"

END PROFILE

ELEV. 555.08

Sta. 100+22.08 "NWR"

BEGIN PROFILE

ALONG RAMP "NWR"


RAMP "NWR"


-2.42%+0.95%

(PLOTTED AT DATUM)


-0.86%

-3.83%

-10.00%

+1.00%

+6.50%

+0.30%

(PLOTTED AT DATUM)



INL.EL. 520.32

STR. No. 107

Out. El. 513.00

STR. No. 107


+52.2

2

68.75 L.F. W-BEAM GUARDRAIL RT.

+84.2

9

PROPOSED LT. E.P.

522.27

+88.86

524.49

+88.86

522.00

+00.00

509.00

+00.00508.00

+00.00

520.32

+50.00

528.00

+00.00

528.26

+21.50

533.75

+50.00

534.00

+21.50

0.2

74’

269.92’


ST

A. 10

0+8

2.7

2

ST

A. 10

3+5

2.6

4

60’ V.C. 60’ V.C.

1.18

4’

535.65’

60’ V.C. 60’ V.C.

ST

A. 10

5+0

5.7

2

ST

A. 110+4

1.37

1.18

4’

1.28’


ST

A. 10

1+33.3

8

ST

A. 10

7+6

3.11

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvN

WR001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:13

PM

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BpnS

ER001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:17 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

TX TX CROSS_BTWN


LINE "A"

LIN

E "L

S-1"

GIL

MO

RE

CO

NS

TR

UC

TIO

N IN

C.

APP. SECTI

ON LINE

Grass

Wooded

Area

Field

Drive

Field

Drive

Grass

Tangent Line "A"

Woods

Grass

Woods

Grass

265+00

Shrubs

270+00

275+00

Woods

APP. PL

RAMP "NER"

APP. SECTI

ON LINE

Wooded

Area

Field

Drive

Bldg.

Field

Drive

T.J. MARK, LLC

Field

Drive

Wooded

Area

Woods

Woods

Grass

Pond

Unna

med

Ditch

Field Drive


Grass

Grass

C.L.T.F.

C.L.T.F.

Grass

Wooded

Area

N 75° 37’ 47" E

SA

LE

M

RO

AD

P.T. STA. 16+02.00 "LS-1"

15+0

0

Woods

Unnamed

Ditch

S.R. 265 W.B.L.

S.R. 265 E.B.L.

Grass

Grass

Grass

Grass

Grass

LEE ALLEN & LINDA JAMES

78.17’ LT.

14+98.16 "LS-1"

Field

Drive

R/

W

CLARK COUNTY

UTICA TOWNSHIP


CLARK COUNTY

UTICA TOWNSHIP




L.A. R/

W, A.C.L. & F.F.T.F. L.A. R/W, A.C.L. & F.F.T.F.



C.L.T.F.

Woods

E

B

105+00

110+00

S.E. = N.C.

E = 0.14’

R = 9,300.00’

L = 101.58’

T = 50.79’

= 0° 37’ 33" LT.

P.I. 15+51.21 "LS-1"

CURVE DATA

RAMP "SER"

Grass

Grass

Woods

"LS-1"

+02.29

N 13

° 44’ 40"

W

RAMP "SWR"

APP. PLAPP. PL

LAP

P. P

G.R.

393.31’ LT.

275+09.72

P.O.T. STA. 17+00.14 "LS-1" =

P.O.T. STA. 69+38.29 "SWR"

P.O.T. STA. 100+00.00 "SER" =

96.81’ RT.

15+00.04 "LS-1"

90°0’0"

APP. PL

G.R.

10’

R/

W

LA

PP. P

APP. PL

CONCRETE BARRIER

STA. 106+93.14 "SER", 13.00’ RT.


P.C. STA. 106+93.14 "SER"

P.T. STA. 104+29.14 "SER"

P.C. STA. 102+48.19 "SER"

P.I. STA. 103+38.76 "SER"

100+00

N 87° 19’ 10" E

P.I. STA. 110+58.53 "SER"

S.E. = 3.463%

E = 1,296.28’

R = 5,932.65’

L = 7,216.40’

T = 4,130.51’

= 69° 41’ 38" LT.

P.I. 252+23.81 "A"

CURVE DATA

P.O.C. STA. 278+16.25 "A"

P.O.T. STA. 20+12.99 "LS-1"=


STR. NO. 2020+0

0

379.15’ LT.

280+04.96

P.C. STA. 15+00.42 "LS-1"

63°4’40"

Flo

w

Flo

w

Flo

w

Flo

w

G.R.

C.L.T.F.

STA. 69+16.29 "SWR"

END CONSTRUCTION

STA. 100+22.17 "SER"

BEGIN CONSTRUCTION

STA. 110+98.19 "SER"

END CONSTRUCTION

P.C. STA. 80+58.24 "NER"

BEGIN CONSTRUCTION

P.I. STA. 81+89.75 "NER"

P.T. STA. 83+21.11 "NER"

P.C. STA. 86+01.11 "NER"

85+00

80+00

12’

24’

4’

4’

12’

24’

16’

8’

4’

24’+95.00

10’ 8’

LIN

E "L

S-1"

12’

15’

P.I. STA. 15+51.21 "LS-1"

125’

R

+50.00

40’

R 4’

12’

16’-4" 16’

16’

16’

4’

8’

10’

22’ 22’

40’

R

40’

R

4’

"NE

R"

+25.2

1

CONSTRUCTION LIMITS

CO

NS

TR

UC

TIO

N

LIMIT

S

CO

NS

TR

UC

TIO

N

LIMIT

S

CONSTRUCTION LIMITS

23.2

5’

23.2

5’

S.E. = 5.0%

E = 2.48’

R = 1,650.00’

L = 180.95’

T = 90.57’

= 6° 17’ 00" LT.

P.I. 103+38.76 "SER"

CURVE DATA

S.E. = 6.6%

E = 39.97’

R = 1,650.00’

L = 719.18’

T = 365.39’

= 24° 58’ 24" RT.

P.I. 110+58.53 "SER"

CURVE DATA

83°0’0"

SEE DWG. NO. PN-06

+50.0 "LS-1" STR. NO. 103

SEE DWG. NO. PN-06

+55.0 "LS-1" STR. NO. 104

SEE DWG. NO. PN-02

+90.0 "A" STR. NO. 101

S 68° 35’ 01" W

12’

12’

SHARED-USE PATH

SH

AR

ED-U

SE

PA

TH

311.32’ LT.

270+74.96


EXCEPT AS SHOWN."


INDICATED."



MA

TC

HLIN

E

ST

A. 113

+40.8

4

RA

MP "S

ER"

SE

E

DW

G.N

O. P

N-13

JSB

WSL WSL

EAK

STA. 100+00 TO STA. 113+40

RAMP "SER"

PLAN SHEET

1" = 50’

PN-10 30 X

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E

530

V-10

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

RAMP "SER"

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

LT. E

P. E

L.

525

520

515

510

505

500

495

490

485

535

540

545

550

555

530

525

520

515

510

505

500

495

490

485

535

540

545

550

555

LT. E

P. E

L.

31

480480

STA. 100+22.17 TO STA. 110+98.19

1" = 10’

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00

540.6

543.5

544.4

545.8

546.7

546.9

546.2

545.0

543.8

542.4

541.9

542.5

544.8

544.9

544.8

543.8

538.2

531.6

522.7

511.8

503.4

496.5

490.7

497.8

507.3

549.8

5

548.8

5

547.8

5

546.8

5

545.8

5

544.8

5

543.9

3

543.10

542.3

7

541.72

541.10

540.4

8

539.8

6

539.2

4

538.6

2

538.0

0

537.3

8

536.8

4

536.4

6

536.2

4

536.18

550.3

2

549.17

547.9

0

546.6

3

545.3

6

544.10

543.13

542.3

9

541.90

541.49

541.10

540.7

2

540.3

3

539.9

5

539.5

6

539.0

6

538.4

4

537.9

0

537.5

2

537.3

0

537.2

4

ELEV. 550.41

STA. 100+22.17 "SER"

BEGIN PROFILE

ELEV. 536.20

STA. 110+98.19 "SER"

END PROFILE

ALONG RAMP "SER"


RAMP "SER"


P.V.I. STA. = 103+85.00

ELEV. = 543.15

-2.00%-1.24%

L.V.C. = 200.00’

P.V.I. STA. = 109+50.00

ELEV. = 536.14

-1.24% +0.04%

L.V.C. = 200.00’

+1.02%

-2.40%

PROPOSED LT. E.P.

1,090.29 L.F. Concrete Barrier, 45 IN, RT.

+93.14

+93.8

6

+68.7

9

+38.2

1

Transition, Type TGB, RT.

Concrete Barrier Continued To Line "A"

526.74

+35.69

525.21

+88.86

534.39

+88.86


Guardrail Continued from Line "LS-1"

INL.EL. 490.54

APPROXIMATE

STR. No. 101





ST

A. 10

0+7

2.19

ST

A. 10

3+0

7.4

5

0.4

7’

60’ V.C.

235.26’ SUPERELEVATION TRANSITION

394.89’

0.8

0’

0.8

0’


103

+80.3

7

ST

A. 10

7+7

5.2

6

60’ V.C.

60’ V.C. 60’ V.C.

1.056’

ST

A. 10

1+59.3

0

ST

A. 10

5+5

0.5

8

543.28

+35.69

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvS

ER001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:18 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BpnS

WR002.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:2

2 P

M

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34


LINE "A"

RAMP "N

WR"

RAMP "SWR"

APP. SECT

ION LIN

E

N 70° 52’ 27" E

P.T. STA. 283+09.70 "A"

Woods

Grass

APP. SECT

ION LIN

EWoode

d Ar

ea

Field Driv

e

LAPP.

P

Field Driv

e

Woods

280+00

Unna

med

Creek

GILMORE CONSTRUCTION INC.GILMORE CONSTRUCTION INC. F

ield

Drive

Wooded

Area

Grass

Woods

Grass

Woods

Grass

Grass

Woods

Woods

LINDA JAMES

LEE ALLEN &

Woods

Grass

RAMP "SWR"

N 75° 37’ 47" E

RAMP "SER"

Wooded

Area

Wooded

Area

Bldg.

Field Driv

e

C.L.T.F.

C.L.T.F.

S.R. 265 E

.B.L.

S.R. 265 W.B.L

.

S 53

° 17’ 2

3" W

S 68° 35’ 0

1" W

Grass

SA

LE

M

RO

AD

Field

Drive

Field

Drive

15+0

0

Grass

S 67° 26’

16" W

285+00

290+00

110+00

20+0

0

96.81’ RT.

15+00.04 "LS-1"

S.R. 265 W.B.L.

S.R. 265 E.B.L.

R/

W

R/

W

L.A. R/W,

A.C.L. &

F.F.T.

F.

L.A. R/

W, A.C.L. &

F.F.T.F.

L.A. R/W, A.C.L. & F.F.T.F.E

B


L.A. R/W, A.

C.L. & F.F

.T.F.

65+00

60+00

JAMES

MARK S. & JACQUELINE

S.E. = N.C.

E = 0.14’

R = 9,300.00’

L = 101.58’

T = 50.79’

= 0° 37’ 33" LT.

P.I. 15+51.21 "LS-1"

CURVE DATA

CLARK COUNTY

UTICA TOWNSHIP


CLARK COUNTY

UTICA TOWNSHIP


& F.F.T.F.

L.A. R/W, A.C.L.

& F.F.T.F.

L.A. R/

W, A.C.L.

LAPP. P

LIN

E "L

S-1"

LA

PP. P

G.R.

APP. PL

LIN

E "L

S-1"

G.R.

453.82’ LT.

284+99.10

255.64’ LT.

290+30.41

P.C. STA. 58+41.10 "SWR"

P.I. STA. 59+79.79 "SWR"

P.T. STA. 61+16.57 "SWR"

P.C. STA. 64+66.57 "SWR"

P.I. STA. 65+74.01 "SWR"

P.T. STA. 66+80.71 "SWR"

.379.15’ LT

280+04.96

194.80’ RT.

290+11.96

P.T. STA. 112+94.34 "NWR"

P.I. STA. 112+19.36 "NWR"

P.I. STA. 110+51.25 "NWR"

P.C.C. STA. 111+44.34 "NWR"

P.C. STA. 109+57.56 "NWR"

N 68° 37’ 4

7" E

STA. 100+22.17 "SER"

BEGIN CONSTRUCTION

76°5’39"

G.R.

+43.0

0

"SW-R

"

90°0’0"

P.O.T. STA. 100+00.00 "SER" =

P.O.T. STA. 17+00.14 "LS-1" =

P.O.T. STA. 69+38.29 "SWR"

P.O.C. STA. 278+16.25 "A"

P.O.T. STA. 20+12.99 "LS-1"=


STR. NO. 20

P.C. STA. 15+00.42 "LS-1"

78.17’ LT.

14+98.16 "LS-1"

P.I. STA. 15+51.21 "LS-1"

P.T. STA. 16+02.00 "LS-1"

Flo

w

Flow

Flow

STA. 58+41.06 "SWR"

BEGIN CONSTRUCTION

STA. 69+16.29 "SWR"

END CONSTRUCTION

24’

24’

12’

4’

4’

12’

8’

16’

4’

"SW

R"

+61.18

"SW

R"

+05.8

7

12’

8’

2’

24’

10’

8’

4’

16’

40’

R

40’

R

125’

R

40’

R

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION L

IMITS

CO

NS

TR

UC

TIO

N

LIMIT

S

83°0’0"

S.E. = 6.6%

E = 5.48’

R = 1,050.00’

L = 214.15’

T = 107.45’

= 11° 41’ 07" LT.

P.I. 65+74.01 "SWR"

CURVE DATA

23.2

5’

23.2

5’

S.E. = 4.46%

E = 0.98’

R = 2,864.79’

L = 150.00’

T = 75.02’

= 3° 00’ 00" RT.

P.I. 112+19.36 "NWR"

CURVE DATA

S.E. = 8.0%

E = 4.56’

R = 960.00’

L = 186.79’

T = 93.69’

= 11° 08’ 53" RT.

P.I. 110+51.25 "NWR"

CURVE DATA

SEE DWG. NO. PN-06

+50.0 "LS-1" STR. NO. 103

SEE DWG. NO. PN-06

+55.0 "LS-1" STR. NO. 104

SEE DWG. NO. PN-10

+50.0, "NWR" STR. NO. 107

219’ OF 48" PIPE REQ’D

+95.0 "SWR" STR. NO. 105

SEE DWG. NO. PN-03

+87.0 "A" STR. NO. 106

"A

"+2

1.04

S.E. = 8.0%

E = 9.97’

R = 960.00’

L = 275.47’

T = 138.69’

= 16° 26’ 27" RT.

P.I. 59+79.79 "SWR"

CURVE DATA

SH

AR

ED-U

SE

PA

TH

MA

TC

HLIN

E

ST

A. 56+3

2.13

RA

MP "S

WR"

SE

E

DW

G.N

O. P

N-14

PN-11

WSL

EAK

WSL

JSB

1" = 50’

PLAN SHEET

RAMP "SWR"

32


EXCEPT AS SHOWN."


INDICATED."



R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E

STA. 74+48.17 TO STA. 69+16.29

V-11

WSL

EAK

WSL

JSB

1" = 50’

PROFILE SHEET

RAMP "SWR"

Exist. Ele

v.

Prop. Ele

v.

Exist. Ele

v.

Prop. Ele

v.

475

480

485

490

495

500

505

510

515

520

525

530

535

540

475

480

485

490

495

500

505

510

515

520

525

530

535

540

545

550

545

550

LT. E

P. E

L.

LT. E

P. E

L.

33

STA. 58+41.06 TO STA. 69+16.29

1" = 10’

62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00

520.3

511.2

501.7

493.1

487.3

487.9

493.2

500.5

507.8

514.5

521.1

527.9

533.4

537.0

540.4

542.4

528.7

9

529.7

2

530.8

3

532.14

533.6

4

535.3

2

537.10

538.8

8

540.6

6

542.4

4

544.13

545.6

1

546.9

1

548.0

0

549.0

0

550.0

0

529.4

7

530.17

531.05

532.12

533.3

9

534.8

4

536.3

8

537.9

3

539.6

0

541.38

543.15

544.9

1

546.4

8

547.8

4

549.11

550.3

9

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\BvS

WR002.d

gn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:2

3

PM

jta

ylor

SHEET NO.

of

0810242

0810242

DWG. NO.

265-10-9604

34

OUTL.EL. 504.75

STR. NO. 105

P.V.I. STA. = 61+50.00

ELEV. = 526.42

-0.22%+3.

56%

L.V.C. = 500.00’

P.V.I. STA. = 67+00.00

ELEV. = 546.00

+3.56

%

+2.00%

L.V.C. = 200.00’ ELEV. 550.33

STA. 69+16.29 "SWR"

END PROFILE

INV. 477.25STR. NO. 106

ALONG RAMP "SWR"


RAMP "SWR"


ELEV. 527.10

STA. 58+41.06 "SWR"

BEGIN PROFILE

-3.14%

+4.24

%(PLOTTED AT DATUM)


-19.5

4%

-6.36%

+13.00

%

+20.7

7%

+12.16

%

+4.92

%

(PLOTTED AT DATUM)



+11.18

93.75 L.F. W-BEAM GUARDRAIL, RT.

+05.8

1


PROPOSED LT. E.P.

523.19

+02.89

517.82

+02.89

481.26

+90.00

477.25

+53.00

483.36

+00.00

511.13

+87.41

514.52

+50.00

525.00

+14.51

532.75

+00.00

497.02’

ST

A. 58+9

2.16

60’ V.C.

1.04’



SEE SPOT ELEVATION SHEET

1.28’

ST

A. 60+2

4.6

9

ST

A. 65+2

1.71

60’ V.C.

1.28’

1.056’

282.67’ SUPERELEVATION TRANSITION

1.056’

66+3

3.6

2

ST

A. 69+16.2

9

60’ V.C. 60’ V.C.

0.4

70’

ST

A. 62

+97.0

3

ST

A. 68+2

9.18

538.39

+14.51

P:\IN

2005\0774\D.

Dra

win

gs\d

ms08817\Bse001.dgn

12/27/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

6:2

4 P

M

jta

ylor

DWG. NO. SHEET NO.

of

0810242

0810242

137

ST

A. 284+5

2.8

1

ST

A. 282

+88.9

2

LINE "A

SUPERELEVATION DIAGRAM

C

B

A

C

B

A

+0.416

+0.00

-0.416

DESIGN SPEED = 70 MPH

S.E. RATE = 3.463%

RADIUS = 5,932.65

P.I. STA. 252+23.81

B

CA

WESTBOUND LANES

EASTBOUND LANES

-0.40%

+0.40%

ST

A. 283

+92.8

1

103.89’

163.89’

60’

Profile Grade

A

+0.416

+0.00

-0.416

60’ V.C.

P.T. S

TA. 283

+09.7

0

-.024

Runoff

Superelevation

Runout

Tangent

Transition Length

Superelevation

60’ V.C.

60’ V.C.

60’ V.C.

ST

A. 283

+32.8

1

C

B

A

+0.416

+0.00

-0.416

C

B

A

+0.416

+0.00

-0.416

60’ V.C.

-0.40%

+0.40%

60’ V.C.60’ V.C.

60’ V.C.

B

CA-.024

Profile Grade

A

0.0

0.5

-0.5

-1.0

0.0

0.5

1.0

-0.5

-1.0

1.0

0.0

0.5

-0.5

-1.0

0.0

0.5

1.0

-0.5

-1.0

1.0

SHOULDER SHOULDERSHOULDER

SHOULDERTRAVEL LANETRAVEL LANE

TRAVEL LANETRAVEL LANE

260+00 261+00 262+00 263+00 264+00 281+00 282+00

12’ 12’ 12’

B AA B

SE-01

WSL

JSB

WSL

JSB

1" = 50’

LINE "A"

SUPERELEVATION DIAGRAM

1" = 0.5’

NOT TO SCALE

283+00 284+00 285+00 286+00 287+00

CC

EASTBOUND LANESWESTBOUND LANES

34

12’

SHOULDER SHOULDER SHOULDER SHOULDERTRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE

12’ 12’ 12’

B A A B

NOT TO SCALE

CC

EASTBOUND LANES WESTBOUND LANES

12’

NORMAL CROWN

SUPERELEVATED

12’

12’

& AXIS OF ROTATION

PROFILE GRADE

4’12’

4’12’4’

4’

& AXIS OF ROTATION

PROFILE GRADE & AXIS OF ROTATION

PROFILE GRADE

& AXIS OF ROTATION

PROFILE GRADE

CL

CL

265-10-9604

Documents

ROAD PLANS · 2019-10-07 · index & general notes na na ** ix-01 no. sheet designation sheet no. drawing 1 no. date description if necessary to determine the actual excavation quantities