road plans - indec 30, 2011 · final indiana department of transportation 24 25 37 36 35 22 line...

23 15

16

17

26

FAX (502) 339-4486

PHONE (502) 339-3557

LOUISVILLE, KY 40223

9750 ORMSBY STATION ROAD, SUITE 210

MICHAEL BAKER JR., INC.

PLANS DES. NOS. 0900248 AND 0900249

PLANS IN CONJUNCTION WITH BRIDGE

NOTE: CONTRACTOR SHALL USE THESE

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5:4

6:4

2 P

M

_US

ER_

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

BRIDGE PLANS

1" = 1000’

1

CLARK COUNTY, INDIANA

DATA SEE DWG. NO. IX-01.

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

ROAD PLANS

INDIANA

DEPARTMENT OF

TRANSPORTATION

ROAD PLANS

30

GROSS LENGTH: 0.898 mi.

NET LENGTH: 0.898 mi.

MAXIMUM GRADE: 2.20%

LATITUDE: 38°20’56" N LONGITUDE: 85°39’11" W

COUNTY, INDIANA.

CONTINUING SOUTHEAST TO THE NEW S.R. 265 OHIO RIVER BRIDGE IN ILLINOIS GRANT, SURVEY 17, UTICA TOWNSHIP, CLARK

NEW EXPRESSWAY DESIGNATED S.R. 265 LOCATED 2.5 MILES EAST OF THE S.R. 265 AND S.R. 62 INTERCHANGE AND

HYDROLOGIC UNIT CODE: 05140101

STANDARD SPECIFICATIONS DATED 2012

0810245

08102450810245

PROJECT NO. 0810245 CONST.

PROJECT NO. 0810245 R/W

PROJECT NO. 0810245 P.E.

ROUTE: S.R. 265 FROM: R.P. 12+12 TO: R.P. 13+01

0810245

LINE "A"

P.O.T. STA. 212+74.51

PROJECT NO. 0810245

LINE "A"

STA. 260+14.04, 39.25’ RT

PROJECT NO. 0900249

LINE "A"

STA. 255+22.60, 39.25’ RT

PROJECT NO. 0900249

LINE "A"

STA. 260+18.56, 39.25’ LT

PROJECT NO. 0900248

LINE "A"

STA. 255+17.83, 39.25’ LT

PROJECT NO. 0900248

PHONE NO.

CERTIFIED

0810242

0900248

0900249

S.R. 265 STA. 260+20.00 TO STA. 297+05.00

S.R. 265 EB OVER UTICA SELLERSBURG RD.

S.R. 265 WB OVER UTICA SELLERSBURG RD.

CERTIFIED BY:

DECEMBER 30, 2011

FINAL

INDIANA DEPARTMENT OF TRANSPORTATION

24

25

37

36

35

22

LINE "A"

S.R. 265

S.R. 2

65

LINE "A"

S.R. 2

65

SA

LE

M

RD.

S.R. 62

LIN

E "S-2-A"

LIN

E "S-4-A

"

"S-1-A

"LIN

E

SE

LLE

RS

BUR

G R

D.

UTIC

A -

END PROJECT

BEGIN PROJECT

BEGIN PAVING EXCEPTION


END PAVING EXCEPTION

LINE "A"

P.O.T. STA. 260+20.00

PROJECT NO. 0810245END PAVING EXCEPTION

4000

cookj

Typewritten Text

cookj

Text Box

INDEX & GENERAL NOTES

NA

NA

2IX-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.

TITLE SHEET

INDEX AND GENEREAL NOTES

TYPICAL CROSS SECTIONS

TI-01

IX-012

REVISIONS

GENERAL NOTES DRAWING INDEX

PN-019

10

11

12

13

14

PROPOSED GEOMETRIC LAYOUT SHEETS

PLAN SHEET LINE "A" STA. 206+00 TO STA. 221+00

PROFILE SHEET LINE "A" STA. 206+00 TO STA. 221+00

PN-02 PLAN SHEET LINE "A" STA. 221+00 TO STA. 236+00


PN-03 PLAN SHEET LINE "A" STA. 236+00 TO STA. 251+00


15 PN-04 PLAN SHEET LINE "A" STA. 251+00 TO STA. 266+00

16 PROFILE SHEET LINE "A" STA. 251+00 TO STA. 266+00

17 SE-01 SUPERELEVATION DIAGRAM

XS-01 - XS-13 ROADWAY CROSS SECTIONS - LINE "A"

5-7 GLP-01 - GLP-03

**

ROADWAY ALIGNMENT

LINE "A"

LINE "A"

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

12

12

70

70

TRAFFIC DATA

TRUCKS% A.D.T.

TRUCKS% D.H.V.

(FREEWAY)NEW CONSTRUCTION

S.R. 265 EAST OF SALEM RD. EB

S.R. 265 EAST OF SALEM RD. WB

LINE "A"

LINE "A"

70

70

S.R. 265 WEST OF SALEM RD. EB

S.R. 265 WEST OF SALEM RD. WB

CLASSIFICATIONFUNCTIONAL

ARTERIALPRINCIPAL

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

CRITERIADESIGN

PROJECT

CONTROLACCESS

URBANRURAL /

TERRAIN

RURAL FULL

DESIGN DATA

SC-01 CONTROL POINTS AND REFERENCE TIES8

ROLLING

TS-01 - TS-023-4

18-30

** REPRESENTS GENERAL NOTES REQUIRED.

V-01

V-02

V-03

V-04

OTHERWISE SPECIFIED.

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

OF THE PLANS IN THIS RESPECT IS NOT GUARANTEED.

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

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

15

15

7

8

8

11

3600

3300

3400

2800

26000

26000

19500

19500

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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

5:4

6:4

9 P

M

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DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

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


LINE "A"

TS-01 3

{

e% e%

e% e% e%

24’-0"

43’-6"

24’-0"21’-9"

7’-3"

21’-9"

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

SHOULDER

14’-6"

{

e% e% e% e%

24’-0" 24’-0"

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

VARIES

25

VARIES VARIES21 21

VARIES

22

1.5%

6’-0"

6’-0"

1’-0"

1’-0"

e%

e%

VARIES

VARIES 11

11

LEGEND

SUBGRADE TREATMENT, TYPE xx

6" UNDERDRAINU

S

O

A1

29VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53

XX" QC/QA PAVEMENT (TO BE DETERMINED)

SEEDING, R

6:1

5’-0"

65 CONCRETE BARRIER, 45", SINGLE FACE

22

25

6’-10"

4’-0"

6:1

5’-0"

2’-4"

1’-0"

GUARDRAIL DETAIL

GROUND

EXISTING

Pt.

Break

Slope

65

U S

SHOULDER

14’-11"

A1

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

O

US

S

A1

65

U S

O

US

A1

1’-0"

e%

SHOULDER

4’-0"

* 5:1 MAXVARIES TO

VARIES

SHOULDER

VARIES

24

23

e%O

1’-0"

S UU

BREAK POINT

GRADE & SLOPE

LINE "B-1" PROFILE

STA. 216+20.00 TO STA. 218+00.00

4.00%

STA. 215+01.88 TO STA. 216+20.00

0.00% TO 4.00%

STA. 214+00.00 TO STA. 215+01.88

-3.46% TO 0.00%

2123

24

STA. 216+62.50 TO STA. 218+00.00

4’-0"

STA. 214+00.00 TO STA. 216+62.50

14’-6" TO 4’-0"

STA. 814+09.00 TO STA. 814+21.00

0.00% TO -2.00%

STA. 814+00.00 TO STA. 814+09.00

1.50% TO 0.00%

US

e%

U

6:1

{

e% e%e% e%

VARIES

24’-0" 24’-0"

VARIES

2%

VARIES

VARIES

VARIES

VARIES

4%4%

CLEAR ZONE

30’-0"

SHOULDER

12’-0"

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

6:1 MAX

6’-0"

1’-0" 1’-0"

GROUND

EXISTING

6:1

1’-4"

65

O

US

A1Pt.

Break

Slope

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

O

US

A1Break Pt.

Slope

U

O

S

SHOULDER

4’-0"

U

O

S

SHOULDER

4’-0"

1’-0"

TYP.

1’-0"

e%e%

LINE "A"

SHOULDER

12’-0"

VARIES TO 6:1 MAX.

1’-0"

STA. 219+00.00 TO STA. 222+00.00

27’-3"

STA. 214+00.00 TO STA. 219+00.00

21’-9" TO 27’-3"

STA. 219+00.00 TO STA. 222+00.00

23’-3"

STA. 214+00.00 TO STA. 219+00.00

7’-3" TO 23’-3"

GRADE

LINE "B-1" PROFILE

Break Pt.

Slope

VARIES21 21

23 22

Break Pt.

Slope Break Pt.

Slope

O

S

A1

LINE "A"

LINE "A"

2:1 TYP.

2:1

4’-0"

2:1

GROUND

EXISTING

4’-0"

2:1

GROUND

EXISTING

4’-0"

GROUND

EXISTING 2:1 TYP.

3:1

4’-0"

GROUND

EXISTING

3:1

SHOULDER

STA. 214+00.00 TO STA. 217+13.39 LT

SHOULDER SLOPEMATCH EXISTING

VARIES

601-WBGA-01

601-GRBA-02

601-GRET-07

SEE STD DWGS

20:1

50:1 MAXTO 5:1VARIES

* 2:1 MAX

* 2:1 MAX

* 2:1 M

AX

* 2:1 M

AX

26 SODDING, NURSERY

F1 HMA PAVEMENT FOR PATH (TO BE DETERMINED)

STA. 219+00.00 TO STA. 222+00.00

23’-3"

STA. 214+00.00 TO STA. 219+00.00

17’-9" TO 23’-3"

STA. 214+00.00

7’-3" 26

STA. 216+62.50 TO STA. 218+00.00

4’-0"

STA. 214+00.00 TO STA. 216+62.50

14’-6" TO 4’-0"

STA. 214+00.00

14’-11"

27 WIDTH TO BE DETERMINED AT STAGE 2

28

STA. 214+00.00 TO STA. 218+00.00

12’-2" TO 24’-10�"

2’-0"

ROTATION

AXIS OF

GRADE &

PROFILE

2’-0" 26

STA. 218+00.00 TO STA. 222+00.00 (emax = 3.46%)

S.R 265 SUPERELEVATED LEFT

VARIES TO 5:1 MAX

4’-0"

VARIES

4’-0"

262’-0"2’-0"

ROTATION

AXIS OF

GRADE &

PROFILE

27

2727

26

6:1 MAX.

VARIES TO

4’-0" 4’-0"

F126

26

26

2’-0"

2’-0"

F1

F1

STA. 214+00.00 TO STA. 218+00.00 (emax = 3.46%)


STA. 212+97.64 RT TO STA. 214+00.00 RT (emax = 3.46%)

STA. 212+74.51 LT TO STA. 214+00.00 LT (emax = 3.46%)


2’-0"

2’-0"

28

ROTATION

AXIS OF

GRADE &

PROFILE

LINE "AR-1"

2’-0"

2’-0"

VARIES 26

4:1 MAX* VARIES TO

4’-0" 4’-0"

26

2’-0"

2’-0"

ROTATION

AXIS OF

GRADE &

PROFILE

LINE "AL-1"

ROTATION

AXIS OF

GRADE &

PROFILE

* VARIES TO 4:1 MAX

ROCK CUT

ROCK CUT

ROCK CUT

STA. 215+70.00 TO STA. 218+00.00

STA. 218+00.00 TO STA. 220+20.00

STA. 214+80.00 TO STA. 218+00.00

ROCK CUT

STA. 218+00.00 TO STA. 220+40.00

2’-8"

29

STA. 218+00.00 TO STA. 218+25.00

0’-0" TO 4’-0"

WITH GEOTECHNICAL RECOMMENDATIONS

* SEE CROSS SECTIONS SLOPES TO BE VERIFIED

29

2’-8"2’-8"

2’-8"

SHOULDER

12’-0"

1’-0"

VARIES 11 O

US

6:16:1

GROUND

EXISTING

3:1

2’-0"

8’-0"7’-0"

SHOULDER

12’-0"

1’-0"

11 O

US

6:16:1

GROUND

EXISTING

3:1

2’-0"

8’-0"7’-0"

4%

6:1

6:1

VARIES

25

6:1

VARIES

1’-0"

6:1

3:1

F1

8’-0" 7’-0"

6:1

VARIES

1’-0"

6:1

3:1

F1

8’-0" 7’-0"

2%

5’-0"

2’-0"

4:1 5:1

P1

P1 PAVED DITCH

e%

TRAVEL LANE

6:1 Max.

e%

SHDR

12’-0"

1’-0"

4’-0"

4’-0"

{

27’-3"

{ CBS

12’-0" (MIN.)

LINE "A" CABLE BARRIER SYSTEM

LINE "A"

SYSTEMBARRIERCABLE

EDGE OF TRAVEL LANE

SHOULDERPAVEDEDGE OF

BOTTOM DITCH

OR 4’-0" FLAT

{ OF V DITCH

STA 216+50 TO STA 252+00

MIN. V DITCH

8’-0"

4’-0"2:1 MAX

3’-5"

SHOULDER

12’-5"

3’-5"

SHOULDER

12’-5"

NOTE: GUARDRAIL ENDS AT

STA. 215+70.76 RT.

VARIES 11O

US

Break Pt.

Slope

4’-0"

2:1

GROUND

EXISTING

* 2:1 MAX

2’-0"

3’-5"

SHOULDER

13’-0"

STA. 220+23.03 TO STA. 222+00.00 RT.

GUARDRAIL DETAIL

SHOULDER

12’-2"

14’-4"

13’-0"

PATH

SHARED USE

PATH

SHARED USE

13’-0"

SHOULDER

VARIES

14’-4"

PATH

SHARED USE

13’-0"

14’-4"

13’-0"

13’-0"

PATH

SHARED USE

PATH

SHARED USE

DITCH

BOTTOM

FLAT

8’-0" MIN.

30

30

STA. 216+50.00 TO STA. 218+00.00

VARIES

STA. 214+80.00 TO STA. 216+50.00

15’-0"

*

*

* VARIES

* VARIES

20:1

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INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

6:5

7 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

1"=10’


LINE "A"

TS-02 4

1"=10’

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INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

7:0

5 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

{

e% e%e% e%

24’-0"

54’-6"

24’-0"

14’-4"

2%

27’-3"

23’-3"

27’-3"

23’-3"

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

6’-0"

1’-0"

1’-0"

6:1

{

e% e%e% e%

18’-0"

24’-0"

54’-6"

24’-0"

4’-0"8’-0"14’-4"

42’-0"

2%4:1

27’-3"

23’-3"

27’-3"

23’-3"

4%4%

CLEAR ZONE

30’-0"

SHOULDER

12’-0"

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

6:1 MAX

6’-0"

1’-0" 1’-0"

VARIES 31

LANE

35

e%

2:1

31 32 33 35 37

6:1

31

LEGEND

SUBGRADE TREATMENT, TYPE xx

6" UNDERDRAINU

S

O

A1

VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53

XX" QC/QA PAVEMENT (TO BE DETERMINED)

GUARDRAIL DETAIL

1’-4"

SHOULDER

13’-0" (TYP.) 3’-5"

4’-0"GROUND

EXISTING

6:1 * VARIES TO 5:1 MAX

4’-0"

* 2:1 MAX

* 2:1 MAX

2’-4"

1’-0"

GUARDRAIL DETAIL

� VARIES TO 6:1 MAX

6:1

65

O

US

A1Pt.

Break

Slope

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

CLEAR ZONE

30’-0"

US

A1Break Pt.

Slope

U

O

S

SHOULDER

4’-0"

U

O

S

SHOULDER

4’-0"

O

U S

A1

GRADE

PROFILE

LINE "B-2"

65

MAXTO 4:1� VARIES

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

AUX.

VARIES

U

O

S

SHOULDER

4’-0"

29

O

UU

O

S S

A1

GROUND

EXISTING

SHOULDER

4’-0"

1’-0"

TYP.

1’-0"

e%e%

STA. 260+14.04 TO STA. 260+20.00

STA. 254+73.00 TO STA. 255+22.60

-3.46%

STA. 253+71.12 TO STA. 254+73.00

0.00% TO -3.46%

STA. 252+53.00 TO STA. 253+71.12

4.00% TO 0.00%

STA. 251+50.00 TO STA. 252+53.00

4.00%

STA. 260+18.56 TO STA. 260+20.00

STA. 254+73.00 TO STA. 255+17.83

-3.46%

STA. 254+56.76 TO STA. 254+73.00

-4.00% TO -3.46%

STA. 253+25.00 TO STA. 254+56.76

-4.00%

STA. 260+14.04 TO STA. 260+20.00

STA. 254+75.00 TO STA. 255+22.60

12’-0"

STA. 253+75.00 TO STA. 254+75.00

0’-0" TO 12’-0"

STA. 253+25.00 TO STA. 253+75.00

0’-0"

STA. 260+18.56 TO STA. 260+20.00

STA. 254+75.00 TO STA. 255+17.83

12’-0"

STA. 251+75.00 TO STA. 254+75.00

0’-0" TO 12’-0"

STA. 251+50.00 TO STA. 251+75.00

0’-0"

e%e%

TYP.

1’-0"

20:1

50:1

SHOULDER SLOPEMATCH EXISTING

Break Pt.

Slope

20:1

LINE "A"

LINE "A"

SHOULDER

12’-0"

1’-0"

Break Pt.

Slope

VARIES

VARIES

VARIES

SHOULDER

12’-0"

Pt.

Break

Slope

4%

Break Pt.

Slope

1’-0"

{

e% e%e% e%

24’-0"

54’-6"

36’-0"

14’-4"

2%

27’-3"

23’-3"

27’-3"

23’-3"

SHOULDER

13’-0"

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

6’-0"

1’-0"

VARIES 31

LANE

35

e%

6:1* VARIES TO 5:1 M

AX

3’-5"

* 2:1 MAX

6:1

U S

A1

GRADE

PROFILE

LINE "B-2"

65

TRAVEL LANE

12’-0"

TRAVEL LANE

12’-0"

AUX.

VARIES

U

O

S

SHOULDER

4’-0"

20:1

29

O

UU

O

SS

A1

GROUND

EXISTING

SHOULDER

4’-0"

e%e%

TYP.

1’-0"

LINE "A"

Pt.

Break

Slope

Break Pt.

Slope

1’-0"

SHOULDER

VARIES 37

VARIES32

3:1

GROUND

EXISTING

5’-0"

4’-0"

GROUND

EXISTING 2:1 TYP.

2:1 M

AX

O

6:1

4’-0"

2:1

GROUND

EXISTING

2:1 MAX

18’-0"

VARIES

5:1 MAX

VARIES

SHOULDER

STA. 251+37.51 TO STA. 255+23.74

601-WBGA-01

601-GRBA-02

601-GRET-07

SEE STD DWGS

TRAVEL LANE

VARIES 33

e%

Ü VARIES

2:1 MAX 2:1

MAX

GROUND

EXISTING

29 SEEDING, R

65 CONCRETE BARRIER, 45", SINGLE FACE

26 SODDING, NURSERY

F1 HMA PAVEMENT FOR PATH (TO BE DETERMINED)

38 WIDTH TO BE DETERMINED AT STAGE 2

STA. 260+18.56 TO STA. 260+20.00 LT (emax = 3.46%)

STA. 260+14.04 TO STA. 260+20.00 RT (emax = 3.46%)

STA. 253+25.00 TO STA. 255+17.83 LT (emax = 3.46%)

STA. 253+25.00 TO STA. 255+22.60 RT (emax = 3.46%)


STA. 251+50.00 RT TO STA. 253+25.00 RT (emax = 3.46%)


STA. 222+00.00 TO STA. 251+50.00 (emax = 3.46%)


2’-0"

2’-0"

2’-0"

2’-0"

2’-0"

2’-0"

2’-0"

2’-0"

2’-0"

2’-0"

2’-0"

26

26

F1

F1

F1

26

26

3838

38

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

ROTATION

AXIS OF

GRADE &

PROFILE

4’-0"

6:1 MAX

26

26

26

ROCK CUT

STA. 236+00.00 TO STA. 251+50.00

STA. 229+00.00 TO STA. 233+25.00

ROCK CUT

STA. 253+25.00 TO STA. 254+00.00

15’-0" 15’-0"

GROUND

EXISTING

3:1

6:1

ROCK CUT

STA. 229+00.00 TO STA. 239+25.00

SHOULDER

12’-0"

1’-0"

11 O

US

6:16:1

GROUND

EXISTING

3:1

2’-0"

8’-0"7’-0"

4%

6:1

15’-0"

6:1

15’-0"

GROUND

EXISTING

1’-0"

6:1

3:1

F1

8’-0" 7’-0"

2%

2’-8" 4’-0" 4’-0"

4’-0"

4’-0"

26

2’-8"

4’-0"

4’-0"

4’-0"

4’-0"

4’-0"

4’-0"

6:1

15’-0"

GROUND

EXISTING

1’-0"

6:1

3:1

F1

8’-0" 7’-0"

2%

WITH GEOTECHNICAL RECOMMENDATIONS

* SEE CROSS SECTIONS SLOPES TO BE VERIFIED

2’-0"

4’-0" 4’-0"

2’-8"

STA. 246+67.55 TO STA. 251+50.00 RT

STA. 222+00.00 TO STA. 228+82.47 RT

3’-5"

SHOULDER

13’-0"

13’-0"

13’-0"

13’-0"

13’-0"

13’-0"

PATH

SHARED USE

PATH

SHARED USE

PATH

SHARED USE

PATH

SHARED USE

PATH

SHARED USE

STA. 260+18.56 TO STA. 260+20.00

STA. 254+75.00 TO STA. 255+17.83

12’-8"

STA. 253+25.00 TO STA. 254+75.00

25’-10�" TO 12’-8"

STA. 253+25.00

12’-0"

US

2’-0"

O4%

5

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

E: 40079.96

N: 110831.83

DES. NO. 0810245

P.O.C. STA. 212+74.51 "A"

BEGIN PROJECT

EAST END BRIDGE

MATCHLINE SEE

210+00

215+00

220+00

225+00 230+00

235+00

240+00

2215+00

1215+00

815+00

820+00E: 40202.60

N: 110698.45

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

LINE "A"

AL1-2

AR1-1

AL1-1

B1-1

B1-2

AR1-1

E 39,933.74

Lc 235.83’

PI 1217+69.52

N 111,205.30

E 39,753.67

R 4012.00’

Lc 267.29’

CURVE DATA

CURVE DATA

PI 1215+17.92

N 111,029.55

PI 815+97.84

N 110,020.98

E 39,811.41

Lc 394.87’

PI 819+92.78

N 111,225.51

E 39,492.64

R 18,188.12’

Lc 395.80’

CURVE DATA

CURVE DATA

B1-1

B1-2

N 44° 41’ 04" W

N 44° 41’ 04" W

N 52° 24’ 38" W

AR1-2

E:39335.82

N: 111376.23

94.58’ LT.

P.O.C. STA. 222+00.00 "A"

P.T. STA. 821+90.68 "B1"=

N 44°41’04" W

N 53°39’27" WN 53°39’27" W

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"=

E:39770.57

N: 111085.31

36.77’ LT.

P.O.C. STA. 216+74.10 "A"

P.C.C. STA. 2216+72.51 "AL-1"=

E:39652.06

N: 111138.22

76.89’ LT.

P.O.C. STA. 217+98.72 "A"

P.R.C. STA. 817+94.87 "B1"=

E:39686.38

N: 111159.53

P.I. STA. 2217+84.74 "AL-1"

E:39492.64

N: 111255.51

P.I. STA. 819+92.78 "B1"

N 48°35’59" WN 49°30’48" W

E:40016.66

N: 110945.72

33.75’ RT.

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

P.C. STA. 1214+00.00 "AR-1"=E:39933.74

N: 111029.55

P.I. STA. 1215+17.92 "AR-1"

E:39849.35

N: 111111.91

36.33’ RT.

P.O.C. STA. 216+34.44 "A"

P.C.C. STA. 1216+35.83 "AR-1"=

AR1-2E:39753.67

N: 111205.30

P.I. STA. 1217+69.52 "AR-1"

E:39651.99

N: 111292.10

39.25’ RT.

P.O.C. STA. 219+00.00 "A"

P.T. STA. 1219+03.12 "AR-1"=

N 49°30’48" W

N 45°41’46" W

N 45°41’46" W

Delta 1°00’41.72" (LT)

T 117.92’

D 0°25’44.24"

R 13357.06’

Delta 3°49’02.15" (LT)

D 1°25’41.20"

T 133.70’

R 2,521.39’

T 197.84’

T 197.91’

AL1-1

E 39,872.81

Lc 272.51’

PI 2217+84.74

N 111,159.53

E 39,686.38

Lc 224.46’

CURVE DATA

CURVE DATA

PI 2215+36.31

N 110,995.17

AL1-2

Delta 3°54’54.76" (LT)

T 136.31’

D 1°26’12.14"

Delta 0°54’49.10" (LT)

D 0°24’25.35"

T 112.23’

R 3988.00’

R 14,076.14’E: 39950.54

N: 110880.32

59.25’ LT.

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

P.C. STA. 814+00.00 "B1"=

E: 39811.41

N: 111020.98

P.I. STA. 815+97.84 "B1"

E: 39872.81

N: 110995.17

P.I. STA. 2215+36.31 "AL-1" E: 39601.02

N: 111232.40

39.25’ LT.

P.O.C. STA. 219+00.00 "A"

P.T. STA. 2218+96.97 "AL-1"=

N 48°35’59" W

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 1,296.28

SE = 3.46%

E 7.75’

SE = N/A

E 1.08’

SE = N/A

E 2.33’

SE = N/A

E 0.45’

SE = N/A

E 2.23’

SE = N/A

E 0.52’

SE = N/A

D.S. = N/A

D.S. = N/AD.S. = N/A

D.S. = N/AD.S. = N/A

D.S. = N/AD.S. = 70 MPH

c:\p


ms3416

5\Aglp

001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

7:11 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

6

1" = 100’

PROPOSED


GLP-02

PROJECT 0810242

MATCHLINE SEE

MA

TC

HLIN

E 241+00.0

0 S

EE

DW

G. GLP-0

1

SE

E

DW

G. G

LP-0

3M

AT

CH

LIN

E 272

+00.0

0 "A

"

E:35846.77

N:112682.30

DES. NO. 0810245

P.O.C. STA. 260+20.00 "A"

END PROJECT

SE

E

DW

G. G

LP-0

3

MA

TC

HLIN

E 10

6+2

5.2

3 "S

ER"

SE

E

DW

G. G

LP-0

3

MA

TC

HLIN

E 86+2

4.0

6 "N

ER"

245+00

250+00

255+00

260+00265+00

270+00

75+00

80+00

85+00

110+00

115+00

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"

B2-1CURVE DATA

B2-2CURVE DATA

B2-3CURVE DATA

PI 851+62.30

N 112,516.68

E 36,685.71

R 5,838.07

T 12.30

PI 854+00.45

N 112,566.53

E 36,452.96

R 1,000.00

T 70.71

PI 852+52.23

N 112,530.52

E 36,596.86

R 1,712.16

Lc 155.14

T 77.63

B2-1

B2-2

B2-3

N 80° 54’ 03" W

N 84° 02’ 23" W

N 75° 57’ 02"W

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"

Delta 0° 14’ 29.19" (LT)

D 0° 58’ 53.10"

Delta 5° 11’ 30.31" (RT)

D 3° 20’ 47.04"

Delta 8° 05’ 20.63" (LT)

D 5° 43’ 46.48"

N 81° 08’ 32"W

E:36596.86

N:112530.52

P.I. STA. 852+52.23 "B2"=

E:36521.55

N:112549.37

85.51’ LT.

P.O.C. STA. 253+32.22 "A"

P.C.C. STA. 853+29.75 "B2"=

E:36452.96

N:112566.53

P.I. STA. 854+00.45 "B2"=

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

Lc 24.60 Lc 141.18

LINE "A"

E:36697.86

N:112514.73

94.58’ LT.

P.O.C. STA. 251+50.00 "A"

P.C. STA. 851+50.00 "B2"=

E:36685.71

N:112516.68

P.I. STA. 851+62.30 "B2"=

E:36673.56

N:112518.57

94.58’ LT.

P.O.C. STA. 251+75.00 "A"

P.R.C. STA. 851+74.60 "B2"=

N 75° 57’ 02"W

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 0.01’

SE = N/A

E 1.76’

SE = N/A

E 2.50’

SE = N/A

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%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)

D.S. 70 MPH

D.S. = N/AD.S. = N/AD.S. = N/A

c:\p


ms3416

5\Aglp

002.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

7:17 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

"L

S1"

MA

TC

HLIN

E 27+0

0.0

0 "LS1"

MATCHLINE 27+00.00

7

1" = 100’

PROPOSED


GLP-03

GLP-0

2

"A

" S

EE

DW

G.

MA

TC

HLIN

E 272+0

0.0

0

GLP-0

2

"NE

R" S

EE

DW

G.

MA

TC

HLIN

E 86+2

4.0

6

GLP-0

2"S

ER"

SE

E

DW

G.

MA

TC

HLIN

E 10

6+2

5.2

3

c:\p


ms3416

5\Aglp

003.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

7:2

3

PM

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

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"

30+00

35+00

40+00

TAD

KGG

AMH

TAD

SC-01

N.T.S.

CONTROL POINTS

AND REFERENCE TIES

8

DIR

T R

OA

D

112.4

7

34.7

6’

31.70’

32.9

2’

32.75’

33.5

0’

35.79’

33.0

0’

52.4

7’

47.90’

77.9

0’

22.3

8’

CONTROL POINT - REFERENCE TIES

29.6

8’

20.5

6’

12.1

5’ 4.9

1’

6.4

6’

220.84’

198.58’

159.6

7’

87.5

0’

40.12’

65.9

6’

173.3

5’

110.02’

40.15’

33.2

2’

52.4

5’

15.74’

40.0

8’

2’

60.9

3’

66.61’

67.35’

ALIGNMENT POINT - REFERENCE TIES

GRANT

LINE

GRANT

17

GRANT

26

GR

AN

T LIN

E

PA

TR

OL

RO

AD

48.3

4’

8.2

1’

21.72’

GRANT

27

GOVERNMENT GRANT CORNER - REFERENCE TIES

GRANT

LINE

GRANT

LINE

GR

AN

T LIN

E

3.90’9.30

’

13.9

0’

GRANT

25

GRANT

16

GRANT

17GRA

NT

LINE

GR

AN

T LIN

E

GRANT

17

GRANT

25GRA

NT

26

34.12’29.53’

38.1

1’CONTROL POINT"

"BURGESS & NIPLE INC

IPS W/CAP STAMPED

GRAVEL ROAD

STONE QUARRY

38.21’

38.3

2’

56.4

0’

TREE

10" BIRCH

W. FACE

MNS,

10" BIRCH TREE

MNS, N. FACE TREE

12" BIRCH

NW FACE

MNS,

N.T.S.

28’

14’

C.P. #8000 N. 111603.0405 E. 39439.2117 C.P. #8001 N. 112019.2799 E. 339422.7043 C.P. #8002 N. 111671.6708 E. 39955.4007 C.P. #8003 N. 111782.4626 E. 40181.1319 C.P. #8004 N. 112010.6753 E. 338694.5403

CUT "X" IN BEDROCK

GRAVEL ROAD

STONE QUARRY

7.4

5’

TREE

10" BIRCH

W. FACE

MNS,

TREE

10" BIRCH

FACE

MNS, N.

9.29’

65’

7.5’

N.T.S.

CONTROL POINT"

& NIPLE INC

STAMPED"BURGESS

IPS W/CAP

GRAVEL ROAD

STONE QUARRY

37.3

0’

TREE

8" DOUBLE

FACE

MNS, NW

45.8

5’

88.80’

8" TREE

FACE

MNS, N.

TREE

LOCUST

FACE 6"

MNS, S. N.T.S.

CONTROL POINT"


IPS W/CAP STAMPED

BOULDER

LIMESTONE

CUT X IN

GR

AVEL R

OAD

STO

NE

QU

ARR

Y

58.75’

10" SYCAMORE

N. FACE

MNS,

BOULDER

LIMESTONE

CUT X IN

49.6

0’

49.00’

N.T.S.

22.71’38.35’

RND FENCE POST

MNS, N. SIDE OF 4"

POPLAR

OF 18" TULIP

NORTH SIDE

MAG NAIL,

POINT"

NIPLE INC CONTROL

STAMPED"BURGESS &

IPS W/CAP

5.6’

N.T.S.

N.T.S.

POPLAR

18" TULIP

FACE OF

MNS, W.

CONTROL POINT"


IPS W/CAP STAMPED

LINE "A"

251+00

88.1

6’

OF 10" HICKORY

MNS, SOUTH SIDE

126.2

9

99.8

3

C.P. #8009 IPS W/CAP

350.

19’

C.P. #8067 N. 112480.5231 E. 36952.7611C.P. #8013 N. 11233.5557 E. 40464.4366

UP

PE

R

RIV

ER

RO

AD

N.T.S.

OHIO

RIV

ER

P.P. #CK-1161

MNS, S. SIDE

TB

46.45’

IPF W/CAP

IPF W/CAP

POINT"

NIPLE INC CONTROL

STAMPED"BURGESS &

IPS W/CAP

83.0

0’

16.7

0’

C.P. #7079 N. 110781.7519 E. 40103.2389

UP

PE

R

RIV

ER

RO

AD

OHIO

RIV

ER

TB

HO

US

E

GR

AV

EL

DRIV

E

21.7

1’ 2

4.4

5’

11.61’

18" TREE

SW FACE

MNS,

CONTROL POINT"

& NIPLE INC

STAMPED "BURGESS

IPS W/CAP

CONC

C.P. #8005 N. 112570.2843 E. 38349.7535 C.P. #8006 N. 112224.0749 E. 37135.3629 C.P. #8007 N. 111928.1932 E. 37369.9833 C.P. #8010 N. 112959.4141 E. 35326.1357

STONE

FENCE POST

POST

FENCE

12" TREE

FACE

MNS, W. N.T.S.

CONTROL POINT"


IPS W/CAP STAMPED

SIGNTR

ESPAS

S

NO

2" TREE

FACE

MNS, S.

10" TREE

FACE

MNS, S.

N.T.S.

CONTROL POINT"


IPS W/CAP STAMPED

MARKER

LINE

WATER

8" TREE

FACE

MNS, S.

12" TREE

FACE

MNS, W.

N.T.S.

CELL TOWER

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

6" TREE

FACE

MNS, SW

32" TREE

FACE

MNS, S.

POST

FENCE

CLF N.T.S.

N.T.S.

POINT"

INC CONTROL

"BURGESS & NIPLE

STAMPED

IPS W/CAP

LINE "A" STA. 212+99.11, 555.25’ Rt.

LINE "A" STA. 224+95.45, 475.91’ Rt. LINE "A" STA. 230+85.92, 83.70’ Rt.

ELEV. 495.28 ELEV. 529.03 ELEV. 565.94 ELEV. 564.98

ELEV. 564.98 ELEV. 553.84 ELEV. 554.94 ELEV. 545.05

C.P. #2547 N. 111189.2576 E. 39710.3860

LINE "A"

CONTROL POINT"

& NIPLE INC

STAMPED"BURGESS

IPS W/CAP

24" TREE

FACE

MNS, W.

24" TREE

FACE

MNS, W.

24" TREE

FACE

MNS, W.

N.T.S.

N.T.S.

C.P. #2612 N. 111504.8164 E. 39322.7333

LINE "A"

18.7

1’

9.5

7’

12" TREE

FACE

MNS, NE

4" TREE

FACE

MNS, W. 16" TREE

FACE

MNS, S.

CONTROL POINT"

& NIPLE INC

STAMPED"BURGESS

IPS W/CAP

N.T.S.

C.P. #2552 N. 111786.6226 E. 38909.8927

8" TREE

FACE

MNS, E.

6" TREE

FACE

MNS, NW

6" TREE

FACE

MNS, W.

CONTROL POINT"

& NIPLE INC

STAMPED"BURGESS

IPS W/CAP

LINE "A"

17.0

2’

13.6

9’

C.P. #2617

LINE "A"

POINT"

INC CONTROL

"BURGESS & NIPLE

STAMPED

IPS W/CAP

18" TREE

N. FACE

MNS,

IPS W/CAP

C.P. #8004

18" TREE

N. FACE

MNS,

N. 112241.2287 E. 38020.5290

FENCE POST

STEEL "T"

FENCE POST

STEEL "T"

WOOD POST

W. FACE

MNS,

CONTROL POINT"

& NIPLE INC

STAMPED"BURGESS

IPS W/CAP

LINE "A"

C.P. #2622 N. 112410.8015 E. 37550.3193

N.T.S.

N.T.S.

N.T.S.

WOODS

18" TREE

FACE

MNS, E.

12" TREE

FACE

MNS, SW

IPS W/CAP

C.P. #8066

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

LINE "A"

C.P. #2563 N. 112540.1901 E. 37067.5040

N.T.S.

12" TREE

FACE

MNS, SW

16" TREE

FACE

MNS, S.

WO

ODS

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

IPS W/CAP

C.P. #8067

N.T.S.

C.P. #2627 N. 112628.4760 E. 36575.5105

TREE

18" CEDAR

FACE

MNS, S.

4" TREE

FACE

MNS, W.

TREE

8" CEDAR

FACE

MNS, N.

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

LINE "A"

LINE "A"

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

12" TREE

FACE

MNS, N. 6" TREE

FACE

MNS, S.

N.T.S.

LINE "A"

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

24" TREE

FACE

MNS, S.

FENCE POST

STEEL "T"

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

IPS W/CAP

C.P. #8076

N.T.S.

LINE "A"

C.P. #2557

N. 112032.6756 E. 38474.7951

ELEV. 567.10

C.P. #950 N. 116167.1834 E. 39890.1136

@ GRANT COR

REFERENCE TIES

COUNTY SURVEYOR’S

MNS PER CLARK EP

MNS

18" MAPLE

6" HEDGEAPPLE

N.T.S.

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

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

N.T.S.

CHERRY TREE

BOLT IN 48"

7" TREE

MNS E. SIDE

15" HACKBERRY

MNS E. SIDE

GRANT COR

FOUND @

PK NAIL

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

24" MAPLE

GRANT COR

FOUND @

ELM TREE

RR SPIKE IN

10" MAPLE

18" MAPLE

N.T.S.

LINE "A" STA. 222+55.05, 148.47’ Rt.LINE "A" STA. 212+21.99, 17.33’ Lt. LINE "A" STA. 219+14.41, 524.95’ Rt. LINE "A" STA. 218+25.44, 756.28 Rt.

LINE "A" STA. 248+89.19, 82.40’ Lt. LINE "A" STA. 236+20.86, 431.75’ Rt. LINE "A" STA. 246+46.68, 292.11’ Lt. LINE "A" STA. 243+19.05, 514.39’ Lt. LINE "A" STA. 265+19.91, 292.81’ Rt.

LINE "A" STA. 236+47.83, Rt. 4344.43 LINE "A" STA. 264+50.35, 377.95’ Rt. LINE "A" STA. 258+98.91 787.89’ Rt.

P.O.C LINE "A" STA. 217+88.81, 0.01’ Lt. P.O.C LINE "A" STA. 222+88.81, 0.01’ Lt. P.O.C LINE "A" STA. 227+88.81, 0.01’ Lt. P.O.C LINE "A" STA. 232+88.81, 0.00’ Lt.

P.O.C LINE "A" STA. 237+88.81, 0.00’ Lt. P.O.C LINE "A" STA. 242+88.81, 0.00’ Lt. P.O.C LINE "A" STA. 247+88.81, 0.00’ Lt. P.O.C LINE "A" STA. 252+88.81, 0.01’ Lt. P.O.C LINE "A" STA. 257+88.81, 0.01’ Lt. P.O.C LINE "A" STA. 262+88.81, 0.01’ Lt.

GROUND-NORTH GROUND-EAST KY SPC-NORTH KY SPC-EAST DESCRIPTIONPOINT #

CONTROL POINT COORDINATE LIST

7900

8000

110781.7519

111603.0405

40103.2389

IPS

IPS

39439.2117

P.C. 110698.4471 40202.6031

P.I. 113781.3625 37453.6531

P.T. 112273.1399 33608.3496

310763.8420 1240031.7734

311585.0832 1239367.7845

310.680.5420 1240131.1319

313763.3097 1237382.3403

312255.1440 1233537.2584

ALIGNMENT POINT COORDINATE LIST

EASTING: (SPC X 1.000057632) -1,200,000 = PROJECT EAST COORDINATE

BY THE FOLLOWING METHOD: NORTHING: (SPC X 1.000057632) -200,000 = PROJECT NORTH COORDINATE

COORDINATE VALUES BY 1.000057632 (1/X) AND TRUNCATING ITS CALCULATED NORTHING AND EASTING VALUES

THE ASSUMED PROJECT COORDINATE SYSTEM WAS ESTABLISHED BY MULTIPLYING THE PROJECT STATE PLANE

THE COMBINED PROJECT GRID FACTOR EQUALS 0.999942371 1/X EQUALS 1.000057632.

THE SYSTEM WAS ESTABLISHED BY GRW AERIAL SURVEYS, INC USING STATIC GPS OBSERVATIONS IN APRIL 2004,

META DATA - STATE PLANE COORDINATE SYSTEM DATA, ZONE: KENTUCKY NORTH, DATUM 83 (97)

STA. 210+93.30

STA. 252+23.81

STA. 283+09.70

c:\p


ms3416

5\Asc001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

7:3

0 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEWPDO

30

0810245

0810245

PN-01

1" = 50’

LINE "A"

PLAN SHEET

STA. 206+00 TO STA. 221+00

MA

TC

HLIN

E 221+00.0

0

LIN

E "A

" S

EE

DW

G. N

O. P

N-0

2

9

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E

c:\p


ms3416

5\Apn001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

7:3

9 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

20’

PRIV

ATE

RO

AD

ES

MT

15’

ACCESS

EASE

MENT

w/ Gp. 1 Posts Req’d.

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


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

w/ Gp. 1 Posts Req’d.L.A. R/W & A.C.L. & F.F.T.F.


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

w/ G

p. 1 Po

sts R

eq’d.

L.A. R/W

& A.C.L.

& F.F.T.

F.

258.46’

+16.74

227.01’

+35.17

202.74’

+69.44

224.01’

+32.24

242.45’

+74.37

248.14’

+08.54

167.34’

+22.72

B

B

250.57’

+61.69

265.09’

+54.92 291.28’

+97.74

238.58’

+83.90

162.48’

+62.32

163.31’

+34.36

163.85’

+94.68

163.12’

+30.94

233.81’

+84.16APP. EX. L.A. R/W & A.C.L.

APP. EX. L.A. R/W & A.C.L. APP. EX. L.A. R/W & A.C.L.

APP. E

X. L.A. R/

W

&

A.C.L.

R/W & A.C.L.

APP. EX. L.A. R/W

& A.

C.L.

APP. E

X. L.

A.

R/

W

& A.C.L.

APP. E

X. L.A.

Gp. 1 Posts Req’d.

& F.F.T.F. w/

L.A. R/

W

&

A.C.L.

E B

E

B

SHADOW

SHADOW

TX TX ODD

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

P.I. STA. 815+97.84 "B-1"

P.I. STA. 819+92.78 "B-1"

P.C. STA. 814+00.00 "B-1" =

N 41° 43’ 21" W

N 44° 41’ 04" W

N 44° 41’ 04" W

N 52° 24’ 38"

W

N 41° 43’ 21" W220+00

215+00

210+00

220+0

0

215

+00

210

+00

LINE "A"

LINE "AR-1"

LINE "AL-1"

LINE "B-1"

S.R. 265 E.B.L.

S.R. 265 W.B.L.

Woods

Woods

Woods

Woods

Woods

Woods

Woods

COOPER, SR.

WAYNETONY

Flow

Sanita

ry

Sanita

ry

Sanita

ry

Water

OHIO

RIV

ER

OHIO

RIV

ER

Flo

w

Flo

w

Shorelin

e

Shorelin

e

Shorelin

e

UPP

ER

RIV

ER

RO

AD

UPP

ER

RIV

ER

RO

AD

Resid

ence

Bld

g

Resid

ence

Resid

ence

Drive

Drive

Drive

Drive

Drive

Woods

Drive

P.C. STA. 1214+00.00 "AR-1" =

P.I. STA. 1217+69.52 "AR-1"

P.I. STA. 2215+36.31 "AL-1"

P.I. STA. 2217+84.74 "AL-1"

815+00

2215+00

1215+00

820+00

CLARK COUNTY

UTICA TOWNSHIP

ILLINOIS GRANT, SURVEY 17

S.E. = 3.46% 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.C. STA. 2214+00.00 "AL-1" =

E: 40088.41

N: 110871.91

E: 40055.47

N: 110808.61

EXCEPT AS SHOWN

ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A" LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED.ALL R/W ON THIS SHEET TO BE AS SHOWN.

INDIANASTATE OF

INDIANASTATE OF

INDIANASTATE OF

INDIANASTATE OF

LLCINVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI LLC

INVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

RIDGEKILNLIME

CONSTR. LIMITSE: 40079.96

N: 110831.83

P.O.C. STA. 217+98.72 "A", 76.89’ LT

N 44° 41’ 04" W

N 53° 39’ 2

7" W

N 53° 39’ 2

7" W

BEGIN TRANSITION TAPERP.O.C. STA. 214+00.00 "A", 33.75’ LT

P.O.C. STA. 216+74.10 "A", 36.77’ LT

N 48° 35’ 59" W

N 48° 35’ 59" W

= 0° 54’ 49.10" LT

= 3° 54’ 54.76" LT

= 8° 58’ 22.87" LT

= 1° 14’ 48.68" RT

= 1° 00’ 41.72" LT

P.O.C. STA. 216+34.44 "A", 36.33’ RT

= 3° 49’ 02.15" LT

N 45° 41’ 46" W N 45° 41’ 46" WN 49° 30’ 4

8" W

12’

24’

24’ N 49° 30’

48" W

P.I. STA. 1215+17.92 "AR-1"

BEGIN TRANSITION TAPER

P.O.C STA. 214+00.00 "A", 59.25’ LT

BEGIN TRANSITION TAPER

P.O.C. STA. 214+00.00 "A", 33.75’ RT

END TRANSITION TAPER

P.O.C. STA. 219+00.00 "A", 39.25’ LT

END TRANSITION TAPER

P.O.C. STA. 219+00.00 "A", 39.25’ LT

E = 7.75’R = 2,521.39’ L = 394.87’ T = 197.84’

= 8° 58’ 22.87" LT P.I. 815+97.84 "B-1"

CURVE DATA

E = 2.33’R = 3,988.00’L = 272.51’ T = 136.31’

= 3° 54’ 54.76" LT P.I. 2215+36.31 "AL-1"

CURVE DATAE = 1.08’R = 18,188.12’ L = 395.80’ T = 197.91’

= 1° 14’ 48.68" RTP.I. 819+92.78 "B-1"

CURVE DATA

E = 0.45’R = 14,076.14’L = 224.46’ T = 112.23’

= 0° 54’ 49.10" LT P.I. 2217+84.74 "AL-1"

CURVE DATA

E = 2.23’R = 4,012.00’ L = 267.29’ T = 133.70’

= 3° 49’ 02.15" LT P.I. 1217+69.52 "AR-1"

CURVE DATA

E = 0.52’ R = 13,357.06’L = 235.83’T = 117.92’

= 1° 00’ 41.72" LT P.I. 1215+17.92 "AR-1"

CURVE DATA

Gas

OH

Electric

Telephone

Telephone

OH

Electric

Tele

phone

Gas

Water

Water

E = 1.08

’R = 18,1

88.12’

L = 39

5.80’

T = 19

7.91’ = 1° 14’

48.68" R

T

P.I. 819

+92.78

"B-1" CURVE

DATA

14.5’

7.2

5’

7.2

5’

14.5’

STA. 214+00.00 "A", 17.75’ RT

PAVEMENT CORNER

STA. 214+00.00 "A", 7.25’ LT

TRANSITION TAPER

BEGIN SHOULDER

STA. 218+00.00 "A", 62.76’ LT

PAVEMENT CORNER

STA. 216+62.50 "A", 20.51’ LT

END SHOULDER TRANSITION TAPER

12’

12’

23.2

5’

23.2

5’

4’

4’

}

}

}

}

}

}

}

}

}

}}

}

}

}

}

}

}

}

}

}

}

}}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

L=618’

54" DIAMETER

STRUCTURE NO. 1

P.T. STA. 1219+03.12 "AR-1" =

P.C.C. STA. 1216+35.83 "AR-1" =

P.T. STA. 2218+96.97 "AL-1" =

P.R.C. STA. 817+94.87 "B-1" =

P.C.C. STA. 2216+72.51 "AL-1" =

MAINLINE S.R. 265Sta. 212+74.51 "A", 33.75’ LTBEGIN CONSTRUCTION

MAINLINE S.R. 265Sta. 212+74.51 "A"BEGIN PROJECT

MAINLINE S.R. 265Sta. 212+97.64 "A", 33.75’ RTBEGIN CONSTRUCTION

C.P.#7079

BARRIERCONCRETE

C.P.#2547

CITY OF JEFFERSONVILLE).GOVERNING AGENCY (TOWN OF UTICA, CLARK COUNTY ORDISCHARGE REQUIRED BY THE JURISDICTIONALSTATION 213+15 LEFT, SHALL NOT EXCEED THE EXISTINGDISCHARGE OUTLET TO THE SOUTH, APPROXIMATE

RIGHT-OF-WAY.NEED TO STAY WITHIN THE PROPOSED AND EXISTINGPOSSIBLE DETENTION AREAS. DETENTION BASINS WILLCONSTRUCTION LIMITS AS SHOWN DO NOT INCORPORATE

THE STAGE 2 DESIGN. 213+00 TO 219+00. LOCATIONS TO BE DETERMINED INSOUTH SIDES OF I-65 FROM APPROXIMATELY STATIONSDETENTION CAN OCCUR ON BOTH THE NORTH AND

PER THE JURISDICTIONAL GOVERNING AGENCY.STORMWATER DISCHARGE RELEASE REQUIREMENTSDETENTION WILL BE REQUIRED TO OBTAIN

DIVERTED TO THE SOUTH SIDE OF I-65.DRAINAGE ON THE NORTH SOUTH OF I-65 TO BE

NOTES:

SHARED USE PATH

LIMITSCONSTR.

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

STA. 206+00 TO STA. 221+00 LINE "A"

PROFILE SHEET 10

1" = 50’

1" = 10’

V-01

MA

TC

HLIN

E 221+00.0

0

LIN

E "A

" S

EE

DW

G.

NO.

V-0

2

c:\p


ms3416

5\AvL

A001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:19:0

8 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

524.6

1

+0.51%+0.76%

+0.40%

L.V.C. = 20.00’

ELEV. = 528.25

P.V.I. STA. = 820.70.00

1214+00 1215+00 1216+00 1217+00 1218+00 1219+00

2214+00 2215+00 2216+00 2218+00

211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00

430.0

435.0

461.1

484.3

494.3

490.7

492.6

500.2

513.3

526.2

537.8

547.2

555.8

563.2

563.2

562.7

560.0

554.0

547.3

539.6

529.1

516.0

500.5

523.3

1

523.9

6

524.6

0

525.17

525.6

6

526.0

7

526.4

0

526.6

6

526.9

1

527.16

527.4

1

527.6

6

527.9

1

528.16

528.4

1

528.6

6

528.9

1

529.16

529.4

1

529.6

6

529.9

1

530.16

525.4

9

525.7

6

526.0

7

526.4

4

526.8

6

527.3

3

527.8

1

528.2

3

528.6

0

528.9

1

527.8

3

528.0

7

528.2

5

528.3

9

528.4

6

528.4

9

528.5

1

528.5

9

528.7

2

528.9

1

529.14

2217+00

814+00 815+00 816+00 817+00 818+00 819+00 820+00 821+00

524.6

1

524.8

6

525.12

525.4

9

525.8

7

526.2

5

526.6

3

526.9

6

527.16

527.3

6

527.5

7

527.7

7

527.9

7

528.17

528.4

0

GRADE "A"

PROPOSED PROFILE

LINE "A"

GROUND

EXISTING

GRADE "AR-1"

PROPOSED PROFILE

GRADE "AL-1"

PROPOSED PROFILE

AT 30’ BELOW DATUM)

GRADE "B-1" (PLOTTED

PROPOSED PROFILE

ELEV. = 526.15

L.V.C. = 230.00’

ELEV. = 528.47

L.V.C. = 220.00’

ELEV. = 528.50

L.V.C. = 230.00’

ELEV. = 528.52

L.V.C. = 220.00’

P.V.I. STA. = 1215+30.00 "AR-1"

P.V.I. STA. = 1217+70.00 "AR-1"

P.V.I. STA. = 2215+30.00 "AL-1"P.V.I. STA. = 2217+70.00 "AL-1"

+94.10

+69.0

7(EASTBOUND)

GR TRANSITION, TYPE TGB, LT.

+0.50%

ELEV. = 525.11

L.V.C. = 20.00’

ELEV. = 526.90

L.V.C. = 20.00’

P.V.I. STA. = 815+00.00 "B-1"

P.V.I. STA. = 817+35.00 "B-1"

P.V.I. STA. = 212+50.00

ELEV. = 525.91

L.V.C. = 250.00’

STA 214+00.00 "A", 59.25’ LT

STA 814+00.00 "B-1" =

STA 214+00.00 "A", 33.75’ LT

STA 2214+00.00 "AL-1" =

ELEV. = 528.25

L.V.C. = 20.00’

P.V.I. STA. = 820+70.00 "B-1"

STA 214+00.00 "A", 33.75’ RT

STA 1214+00.00 "AR-1" =

ELEV. 525.87

STA. 212+74.51 "A"

BEGIN PROJECT

ELEV. 524.70

STA. 212+74.51 "A", 33.75’ LT

BEGIN CONSTRUCTION

ELEV. 527.22

STA. 212+97.64 "A", 33.75’ RT

BEGIN CONSTRUCTION

STA 219+00.00 "A", 39.25’ RT

STA 1219+03.12 "AR-1" =

STA 219+00.00 "A", 39.25’ LT

STA 2218+96.97 "AL-1" =

(PROPOSED ELEVATIONS)

B-1


AR-1


AL-1

SECTION 5

SEE EAST END BRIDGE PROJECT

-0.50%

84.8

0%

-43.0

0%

16.79%

18.00%3.33%

86.0

0%

490.50

+40.00

471.15

+85.00

470.70

+15.35

474.00

+35.00

487.00

+75.00

491.50

+00.00

492.00

+15.00

513.50

+40.00

32.5

0%

492.40

+00.00

491.90

+00.00

492.50

+00.00

513.70

+25.00

0.60%

(PLOTTED AT 55’ ABOVE DATUM)

SPECIAL DITCH RT.ABOVE DATUM)

(PLOTTED AT 80’

SPECIAL DITCH LT.

-1.50%

524.59

+70.00525.97

+00.00

524.77

+00.00

24.20

%

0.60% -0.60%

523.47

+50.00 -0.60%

519.60

+00.00

-5.17%

522.21

+80.00

21.7

8%

ABOVE DATUM)

(PLOTTED AT 80’

SPECIAL DITCH LT. 521.30

+12.00

482.90

+64.00

481.54

+00.00

-1.00%

80.0

0%

+69.5

5(EASTBOUND)

375.00 L.F. DOUBLE FACED W-BEAM GUARDRAIL, LT.

MS, LT. (EASTBOUND)

GR END TREATMENT, TYPE

+13.3

9

(WESTBOUND)

GR TRANSITION, TYPE TGB, RT.

+92.2

6

+17.0

2 (WESTBOUND)

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

+72.4

9

+23.0

3(WESTBOUND)

GR END TREATMENT, TYPE OS, RT.

(WESTBOUND)


+70.7

6

523.0

4

+1.30% +0.50%

+0.50% +0.99%

+0.99% +0.50%

525.4

9

529.16

527.8

3

+0.50% +0.01%

+0.01% +0.50%

529.16

DD 5, IN

ST #5333

GU

AR

DIA

N

OF JE

SS

E

SU

MM

ERS

MA

RY C

OOP

ER,

119

120

w/ Gp. 1 Post

s Req’d.L.A. R/

W & A.C.L. & F

.F.T.F.

w/ Gp. 1 Post

s Req’d.L.A. R/

W & A.C.L. & F

.F.T.F.

w/ Gp. 1 Posts Req’d

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


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

190.11’

+32.03

226.29’

+33.98

389.54’

+65.76

144.24’

+32.99

171.98’

+74.80

145.01’

+86.46

243.11’

+87.38

APP. EX. L.A. R/W & A.C.

L.

APP. EX. L.A. R/W & A.C.L.

APP. EX. L.A. R/W & A.C

.L. APP. EX. L.A. R/W & A.C.L.APP. EX. L.A. R/W & A.C.L.

1

1

1

1

206.42’

+35.83

P.T. STA. 821+90.68 "B-1" =

N 52° 24’ 38" W

N 41° 43’ 21" W

Tangent Line "A"

Shrubs

235+0

0

230+0

0

225+0

0225+00

230+00

235+00

LINE "A"

LINE "B-1"

S.R. 265 E.B.L.

S.R. 265 W.B.L.

Woods

Woods

Woods

Woods

Woods

Woods

Woods

Woods

Grass

Grass

Grass

Grass

Grass

Woods

Rockpile

Drive

LARRY NELSON MYERSRICHARD MICHAEL SR. &

MARY COOPER

ALFRED & ROMILDA SCHAAF

COOPER, SR.WAYNETONY

Flo

w

Flo

w

Flow

Flow

Flow

Ditc

h

Ditch

Ditc

h

Ditc

h

Ditch

Drive

Drive

CLARK COUNTY

UTICA TOWNSHIP


S.E. = 3.46% 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

EXCEPT AS SHOWNALL R/W ON THIS SHEET DESCRIBED FROM LINE "A" LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED.ALL R/W ON THIS SHEET TO BE AS SHOWN.

INDIANASTATE OF

INDIANASTATE OF

ESTATESBLUFFQUARRYLLC

INVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI

LLCINVESTORSLPI

INDIANASTATE OF

LLCINVESTORSLPI





CONSTR. LIMITS

CONSTR. LIMITSEND TRANSITION TAPER P.O.C. STA. 222+00.00 "A", 94.58’LT

24’

24’

4’

4’

12’

12’

23.2

5’

23.2

5’

12’

E = 1.08’R = 18,188.12’ L = 395.80’ T = 197.91’

= 1° 14’ 48.68" RTP.I. 819+92.78 "B-1"

CURVE DATA

30’

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

}

STA. 222+62.20 "A", 269.29’ LT

L=618’54" DIAMETERSTRUCTURE NO. 1

STA. 226+69.78"A", 197.75’ RT

L=618’54" DIAMETERSTRUCTURE NO. 1

618’ OF 54" PIPE REQUIRED+07.94 STR NO. 01

C.P.#2612

C.P.#8000

C.P.#2552

C.P.#2617

SHARED USE PATH

BARRIERCONCRETE

c:\p


ms3416

5\Apn002.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:12:5

2 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

PN-02

1" = 50’

LINE "A"

PLAN SHEET

STA. 221+00 TO STA. 236+00

11

MA

TC

HLIN

E 221+00.0

0

LIN

E "A

" S

EE

DW

G. N

O. P

N-0

1

MA

TC

HLIN

E 236+0

0.0

0

LIN

E "A

" S

EE

DW

G. N

O. P

N-0

3

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E

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

STA. 221+00 TO STA. 236+00 LINE "A"

PROFILE SHEET 12

1" = 50’

1" = 10’

MA

TC

HLIN

E 221+00.0

0

LIN

E "A

" S

EE

DW

G.

NO.

V-0

1

MA

TC

HLIN

E 236+0

0.0

0

LIN

E "A

" S

EE

DW

G.

NO.

V-0

3

V-02

c:\p


ms3416

5\AvL

A002.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:18:12 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

P.V.I. STA. = 236+00.00

+2.20%

+0.50% +2.20%

L.V.C. = 350.00’

+0.51%

L.V.C. = 20.00’

ELEV. = 528.25

P.V.I. STA. = 820.70.00

528.8

6

221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00

516.0

500.5

490.0

489.0

488.9

491.8

495.7

487.9

478.2

465.6

468.9

488.1

489.8

487.5

517.9

530.0

540.8

548.3

555.3

560.6

564.2

564.7

563.8

562.4

560.7

558.6

556.9

555.7

555.5

556.2

556.4

530.16

530.4

1

530.6

6

530.9

1

531.16

537.4

9

538.5

9

539.6

9

540.7

9

541.89

542.9

9

544.0

9

545.19

546.2

4

547.2

0

548.0

5

548.8

1

549.4

8

550.0

4

550.5

1

550.8

9

551.16

551.34

531.42

531.76

532.2

3

532.8

2

533.5

3

534.3

7

535.3

2

536.3

9

821+00

528.4

0

528.6

6



PROPOSED PROFILE

LINE "A"

GROUND

EXISTING

GRADE "A"

PROPOSED PROFILE

P.V.I. STA. = 225+10.00

ELEV. = 532.21

L.V.C. = 350.00’

P.V.I. STA. = 236+00.00

ELEV. = 556.19

L.V.C. = 1000.00’

STA 222+00.00 "A", 94.58’ LT

STA 821+90.68 "B-1" =

548.05

+80.00

548.45

+00.00

2.00%

SPECIAL DITCH LT.

519.60

+00.00

485.00

+20.00

491.00

+60.00

505.82

+80.00

482.80

+00.00

483.45

+65.00

510.26

+10.00

521.42

+00.00

15.00%

74.10

%

26.98

%

9.50%

12.40%

1.00%

22.00

%

517.98

+70.00

-0.60%

61.60

%

59.0

0%

504.10

+00.00

530.92

+00.00

536.23

+00.005.31%

485.31

+00.00

SPECIAL DITCH RT.

SPECIAL DITCH LT.

SPECIAL DITCH RT.

538.19

+00.00

492.34

+40.00

502.00

+00.00

498.86

+20.00

-12.29%

-15.70% -32.60

%

-11.72%


B-1

INV = 450.60

STR. NO. 1 LT.

451.50

+00.00 454.00

+50.00

465.20

+20.00

16.00%

5.00%

3.25%

460.56

+00.00

450.20

+60.00-4.00%

-23.90

%

451.00

+40.00

481.02

+52.00481.54

+00.00

-1.00%

-42.6

3% 472.75

+75.00

473.00

+95.00

INV = 472.54

STR. NO. 1 RT.

1.25%

-16.75%48.0

0%


(WESTBOUND)

+82.4

7

PN-03

1" = 50’

LINE "A"

PLAN SHEET

STA. 236+00 TO STA. 251+00

13

MA

TC

HLIN

E 236+0

0.0

0

LIN

E "A

" S

EE

DW

G. N

O. P

N-0

2

MA

TC

HLIN

E 251+00.0

0

LIN

E "A

" S

EE

DW

G. N

O. P

N-0

4

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E

c:\p


ms3416

5\Apn003.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:14:4

8 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

250+0

0

245+0

0

240+0

0240+00

245+00

250+00S.R. 265 E.B.L

.

S.R. 265 W.B.L.

Woods

Woods

Woods

Woods

Woods

Woods

GrassGrass

Grass

Grass

Grass

Patrol R

oad

EDWARD T. FRENCH

EDWARD T. FRENCH

Drive

Woo

ds

Drive

Drive

Ditch

Flow

Ditch

Flow

Flow

Ditch

DitchFlow


Water

Gas

Gas

Water

LINE "A"

CLARK COUNTY

UTICA TOWNSHIP


S.E. = 3.46% 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

EXCEPT AS SHOWN

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

LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED.

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


PARTNERSHIPFAMILY LIMITEDTHE SCHLOSSER



AMMUNITION PLANTINDIANA ARMY


STATE OF INDIANA

STATE OF INDIANA

STATE OF INDIANA

STATE OF INDIANA

CONSTR. LIMITS

CONSTR. LIMITS

24’

24’

30’

12’

4’

4’

12’

12’

23.2

5’

23.2

5’

OH Elect

ric

OH Electric

}

}

}

}

}

}

}

}

BARRIERCONCRETE

C.P.#2622

C.P.#8006

C.P.#2563C.P.#8067

SHARED USE PATH

C.P.#2557


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

165.40’

+43.48

217.30’

+40.20

219.97’

+66.29

w/ Gp. 1 Posts Req’d..

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

132.33’

+65.23 170.22’

+96.64

217.28’

+21.07

231.04’

+90.71




APP. EX. L.A. R/W & A.C.L. APP. EX. L.A. R

/W & A.C.L.

236.09

+25.72

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

STA. 236+00 TO STA. 251+00 LINE "A"

PROFILE SHEET 14

1" = 50’

1" = 10’

MA

TC

HLIN

E 251+00.0

0

LIN

E "A

" S

EE

DW

G.

NO.

V-0

4

MA

TC

HLIN

E 236+0

0.0

0

LIN

E "A

" S

EE

DW

G.

NO.

V-0

2

V-03

c:\p


ms3416

5\AvL

A003.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

8:2

4 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

-1.68%

P.V.I. STA. = 236+00.00

-1.68%

236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00

556.4

556.8

557.8

559.3

560.3

559.5

556.7

554.5

552.8

551.8

549.8

547.0

544.0

541.1

540.4

540.8

542.3

545.0

546.7

548.5

546.1

545.1

543.9

543.1

542.2

540.4

538.0

535.0

529.8

522.8

515.9

546.9

5

546.11

545.2

7

544.4

3

543.5

9

542.7

5

541.91

541.07

540.2

3

539.3

9

538.5

5

537.7

1

536.8

7

536.0

3

535.19

534.3

5

533.5

1

532.6

7

531.83

530.9

9

551.34

551.42

551.41

551.29

551.08

550.7

8

550.3

7

549.8

7

549.2

8

548.5

8

547.7

9

GRADE "A"

PROPOSED PROFILE

LINE "A"

GROUND

EXISTING

ELEV. = 556.19

P.V.I. STA. = 236+00.00

L.V.C. = 1,000.00’

+17.0

1

+67.5

5

(WESTBOUND)

GR END TREATMENT, TYPE OS, RT.

544.00

+00.00

541.00

+00.00

536.00

+00.00

533.20

+00.00

528.00

+00.00

526.80

+00.00

511.20

+00.00

503.00

+00.00

-4.00%-3.00%

-5.00%

-2.80%-5.20%

-0.60%

-7.80%

-8.20%

-5.25%

SPECIAL DITCH RT.

546.00

+50.00

547.54

+25.00-6.13%

793.75 L.F. W-BEAM GR, RT.

(WESTBOUND)

255+00260+00

265+00

75+00

80+00

115+00

c:\p


ms3416

5\Apn004.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

8:3

4 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

P.I. STA. 851+62.30 "B-2"

P.I. STA. 852+52.23 "B-2"

CLARK COUNTY

UTICA TOWNSHIP

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

MARK S. & JACQUELINE JAMES

CLARK COUNTY

UTICA TOWNSHIP

SEC. 16, T-2-S, R-6-E

Patrol Road

Grass

Woods

APP. S

ECTIO

N LI

NE

LINE "A"

RAMP "NER"

Flo

w

Flow

S.R. 265 E.B.L.

S.R. 265 W.B.L.

N 75° 57’ 02" W

S 68° 35’ 01" W

P.I. STA. 854+00.45 "B-2"

N 84° 02’ 23" W

255+0

0

260+0

0

265+0

0

LINE "B-2"

LINE "SER"

LINE "NER"

APP. S

ECTIO

N LI

NE

APP. S

ECTIO

N LIN

E

APP. S

ECTIO

N LIN

E

Woods

Woods

Woods

Woods

Woods

Woods

Woods

Woods

Woods

Grass

Grass

Grass

Woods

Flo

w

MARK S. & JACQUELINE JAMES

Ditch

BEGIN TAPER

END TAPER

Utica Charlesto

wn Road

Utica Charlesto

wn Road

Trib

utary

Lentzier Creek

Trib

utary

Lentzier Creek

CLARK COUNTY

UTICA TOWNSHIP

SEC. 16, T-2-S, R-6-E

CLARK COUNTY

UTICA TOWNSHIP


CLARK COUNTY

UTICA TOWNSHIP


S.E. = 3.46% 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. 253+32.22 "A", 85.51’ LT

P.R.C. STA. 853+29.75 "B-2" =

P.R.C. STA. 851+74.60 "B-2" =

P.T. STA. 854+70.93 "B-2" =

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

Tangent Line "A"





EXCEPT AS SHOWNALL R/W ON THIS SHEET DESCRIBED FROM LINE "A" LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED.ALL R/W ON THIS SHEET TO BE AS SHOWN.

LIMITED PARTNERSHIP

THE SCHLOSSER FAMILY

LIMITED PARTNERSHIP

THE SCHLOSSER FAMILY

AMMUNITION PLANTINDIANA ARMY

MARK, LLCT. J.

INDIANASTATE OF

JAMESJACQUELINEMARK S. &

SEE DES. NO. 0900248

BRIDGE NO. 22


BRIDGE NO. 21

8.33:1

CONSTR. LIMITS

LIMITSCONSTR.

LIMITSCONSTR.

E = 0.01’R = 5,838.07’ L = 24.60’ T = 12.30’ = 0° 14’ 29.19" LT P.I. 851+62.30 "B-2"

CURVE DATA

P.C. STA. 851+50.00 "B-2" =

E = 1.76’R = 1,712.16’ L = 155.14’T = 77.63’ = 5° 11’ 30.31" RT P.I. 852+52.23 "B-2"

CURVE DATA

E = 2.50’R = 1,000.00’L = 141.18’T = 70.71’ = 8° 05’ 20.63" LT P.I. 854+00.45 "B-2"

CURVE DATA

= 0° 14’ 29.19" RT

P.O.C. STA. 271+75.00 "A", 94.58’ LT

= 8° 05’ 20.63" LT

N 80° 54’ 03" W

N 81° 08’ 32" W

N 81° 08’ 32" W

24’

24’

30’

23.2

5’

23.2

5’

12’

12’

4’

4’

BEGIN TAPER

STA. 251+75.00 "A", 51.25’ LT

STA. 253+25.00 "A", 71.14’ LT

PAVEMENT CORNER

= 5° 11’ 30.31" RT

STA. 253+75.00 "A", 51.25’ RT

STA. 254+75.00 "A", 63.25’ RT

STA. 255+22.60 "A", 39.25’ RT.

E: 36347.06

N: 112694.53

STA. 260+14.04 "A", 39.25’ RT.

E: 35853.25

N: 112721.51

P.O.C. STA. 260+69.36 "A", 63.25’ RT

STA. 260+18.56 "A", 39.25’ LT.

E: 35847.72

N: 112643.08

P.O.C. STA. 260+99.73 "A", 63.25’ LT

N 87° 19’ 10" E

STA. 255+17.83 "A", 39.25’ LT.

E: 36344.25

N: 112615.93

P.O.C. STA. 254+75.00 "A", 77.25’ LT

STA. 254+75.00 "A", 63.25’ LT

END TAPER

P.O.C. STA. 251+50.00 "A", 94.58’ LT

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

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

N 89° 46’ 47" W

(SEE DES. NO. 0810242)MAINLINE S.R. 265Sta. 260+20.00 "A"END PROJECT

E: 35846.77

N: 112682.34

CONSTR. LIMITS

36’

36’

BARRIERCONCRETE

C.P.#2627

C.P.#2568

C.P.#2632

C.P.#926

C.P.#8010

FOR GUARDRAILSEE DES. NO. 0810242

SHARED USE PATH

LIMITSCONSTR.


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

w/ Gp. 1 Pos

ts Req’d.

L.A. R/W & A

.C.L. & F

.F.T.F.

210.11’

+75.02

297.93’

+77.10

421.62’

+99.81

234.21’

+62.50192.40’

+72.18

299.82’

+21.76

301.20’

+46.02

320.40’

+71.82




APP. EX. L.

A. R/W & A

.C.L.

APP. E

X. L.A. R/

W

&

A.C.L.



PN-04

1" = 50’

LINE "A"

PLAN SHEET

STA. 251+00 TO STA. 266+00

15

MA

TC

HLIN

E 251+00.0

0

LIN

E "A

" S

EE

DW

G. N

O. P

N-0

3

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E

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

STA. 251+00 TO STA. 266+00 LINE "A"

PROFILE SHEET 16

1" = 50’

1" =10’

MA

TC

HLIN

E 251+00.0

0

LIN

E "A

" S

EE

DW

G.

NO.

V-0

4

V-04

c:\p


ms3416

5\AvL

A004.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

8:4

2 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

-1.68% +1.00%

+1.00%

+0.05%

526.2

1

-0.37%-1.71%

528.3

5

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

530.9

9

530.15

529.3

8

528.7

4

528.2

3

527.8

6

527.6

3

527.5

2

527.5

5

527.7

2

528.0

2

528.4

5

528.9

5

529.4

5

529.9

5

530.4

5

530.9

5

531.45

531.95

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

LINE "A"

GROUND

EXISTING

SHOWN

STRUCTURE

EASTBOUND

GRADE "A"

PROPOSED PROFILE


+74.8

2

(WESTBOUND)

GR END TREATMENT, TYPE MS, LT.

(WESTBOUND)

325.00 L.F. DOUBLE FACED W-BEAM GR, LT.

+98.7

9 (WESTBOUND)

GUARDRAIL TRANSITION, TYPE TGB, LT.

+23.7

0 (EASTBOUND)

GUARDRAIL TRANSITION, TYPE TGB, LT.

+14.5

6

+39.6

5

+01.40

+26.0

9 (WESTBOUND)

GUARDRAIL TRANSITION, TYPE TGB, RT.

+22.6

0

+14.0

4

PAVING EXCEPTION RT.

+17.8

3

+18.5

6

PAVING EXCEPTION LT.

+31.18

STA 254+75.00 "A", 77.25’ LT

STA 854+70.93 "B-2" =

P.V.I. STA. = 852+25.00

ELEV. = 527.07

L.V.C. = 40.00’

P.V.I. STA. = 854+60.00

ELEV. = 526.20

L.V.C. = 20.00’

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

ELEV. = 525.95

L.V.C. = 500.00’

STA 251+50.00 "A", 94.58’ LT

STA 851+50.00 "B-2" =



PROPOSED PROFILE

514.25

+00.00

484.16

+81.01

485.00

+42.86

-5.25%

-2.20%

SPECIAL DITCH RT.


B-2

FOR GUARDRAIL


Q100 EL. 466.35

524.04

+00.00

471.50

+00.00

470.00

+21.73

462.00

+08.73

-42.7

5%

-6.90%

-9.20%

-4.49%

SPECIAL DITCH LT.

UTICA CHARLESTOWN ROAD

ELEV. 532.40

STA. 260+20.00 "A"

END PROJECT

458.70

+82.24

3.20%

32.0

0%

486.44

+00.00

514.44

+00.00

524.04

+20.00

527.14

+20.00

522.14

+00.00

488.14

+00.00

31.50

%

28.00

%

34.0

0%

48.0

0%

25.00

%

462.94

+20.00

464.00

+25.00

464.04

+30.00

SPECIAL DITCH LT.

SPECIAL DITCH RT.

0.80%

460.06

+00.00

523.44

+00.00

-0.60%

-9.19%

793.75 L.F. W-BEAM GR, RT.

(WESTBOUND)

851+00 852+00 853+00 854+00

528.3

5

527.5

0

526.9

8

526.8

0

526.6

1

526.4

2

526.2

4

{

TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE

12’12’ 12’ 12’

A G B D F E

TYPICAL SECTIONNOT TO SCALE

{

TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE

12’12’ 12’ 12’

A B D E

TYPICAL SECTION

& AXIS OF ROTATION

PROFILE GRADE

C

206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 259+00 260+00 261+00

DIAGRAM

SUPERELEVATION SE-01 17

1" = 50’

1" = 0.5’

NOT TO SCALE

& AXIS OR ROTATION

PROFILE GRADE

& AXIS OF ROTATION

PROFILE GRADE

STA.212+97.64 RT TO STA.214+00.00 RTSTA.212+74.51 LT TO STA.214+00.00 LT STA.214+00.00 TO STA.260+20.00

c:\p


ms3416

5\Ase001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

5:4

8:4

7 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCEW

PDO

PDO

WWM

30

0810245

0810245

+0.00

-0.44

-0.92

C

A

B

E

D

C

D

E

A

B

E

D

C

B

A

E

D

C

B

A

+1.58

+0.75

+0.00

-0.75

-1.58

e = 3.46%

e = 3.46%

e = 3.46%

e = 3.46%

+0.63%

-0.63%

+0.30%

-0.30%

e = 2.00%

e = 2.00%

ST

A. 207+7

5.0

0

ST

A. 209+19.6

6

ST

A. 210

+64.3

2

ST

A. 211+6

9.9

3

PC S

TA. 210

+93.3

0

LINE "A"

SUPERELEVATION DIAGRAM

DESIGN SPEED = 70 MPH

S.E. RATE = 3.46%

RADIUS = 5932.65’

P.I. STA. 252+23.81

E

D

B

A

F

G

PAVEMENT RIGHT

OUTSIDE EDGE OF

PAVEMENT LEFT

OUTSIDE EDGE OF

PAVEMENT RIGHT

INSIDE EDGE OF

PAVEMENT LEFT

INSIDE EDGE OF

+0.00

+0.42

-0.42

+0.42

+0.00

-0.42

ST

A. 214

+00.0

0

ST

A. 260+2

0.0

0

-0.44

-0.92

+0.00

e = 3.46%

e = 3.46%

e = 3.46%

e = 3.46%

+0.42

-0.42

+0.00

+0.42

-0.42

+0.00

ST

A. 212

+74.5

1

ST

A. 212

+97.6

4

(BE

GIN P

ROJE

CT

LE

FT)

(BE

GIN P

ROJE

CT

RIG

HT)

PROFILE GRADE

EN

D

PR

OJE

CT

250.27’144.66’

SUPERELEVATION RUNOFFTANGENT RUNOUT

SEE DESIGN NO. 0810242

EASTBOUND LANES

WESTBOUND LANES

CURVEVERTICAL60’

CURVEVERTICAL60’

CURVEVERTICAL60’

CURVEVERTICAL60’

CURVEVERTICAL60’

CURVEVERTICAL60’

CURVEVERTICAL60’

PROFILE GRADE LEFT

CURVEVERTICAL60’

PROFILE GRADE RIGHT

OF PROFILE GRADE LINENOTE: SEE SECTIONS FOR LOCATION

SEE EAST END BRIDGE PROJECT (SECTION 5)

road plans - indec 30, 2011 · final indiana department of transportation 24 25 37 36 35 22 line...

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