bridge plans - in23 15 16 17 26 fax (502) 339-4486 phone (502) 339-3557 louisville, ky 40223 9750...

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.

NO. 265-10-9600

STRUCTURE

ROAD PLANS DES. NO. 0810245

PLANS IN CONJUNCTION WITH

NOTE: CONTRACTOR SHALL USE THESE

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6:2

9:2

8 P

M

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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

BRIDGE PLANS

1" = 1000’

1

CLARK COUNTY, INDIANA

ROAD PLANS

INDIANA

DEPARTMENT OF

TRANSPORTATION

BRIDGE PLANS

DATA SEE DWG. NO. IX-01.

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

STRUCTURE TYPE SPAN AND SKEW OVER STATION

BEAM BRIDGE

BULB TEE

CONCRETE

PRESSTRESSED

COMPOSITE

CONTINUOUS

LATITUDE: 38°20’59" N LONGITUDE: 85°39’36" W

TRIBUTARY

CREEK

LENTZIER

RD AND

CHARLESTOWN

UTICA

AND LENTZIER CREEK TRIBUTARY R.P. 12+17ROUTE: S.R. 265 EB OVER UTICA CHARLESTOWN RD

12

HYDROLOGIC UNIT CODE: 05140101

BEGIN PROJECT

0810245 0900248

0810245

0900248

STANDARD SPECIFICATIONS DATED 2012

SKEW: NONE

150’-0", 150’-0",

3 SPAN: 150’-0",265-10-9600

MAXIMUM GRADE: 2.20%

TOTAL LENGTH: 0.898 mi.

ROAD LENGTH: 0.813 mi.

BRIDGE LENGTH: 0.085 mi.

LINE "A"

P.O.T. STA. 212+74.51

PROJECT NO. 0810245

265-10-9600

ILLINOIS GRANT, SURVEY 17, UTICA TOWNSHIP, CLARK COUNTY, INDIANA

LENTZIER CREEK TRIBUTARY LOCATED APPOXIMATELY 2.5 MILES EAST OF THE S.R. 265 AND S.R. 62 INTERCHANGE IN

STRUCTURE NO. 265-10-9600 IS A NEW BRIDGE ON THE PROPOSED S.R. 265 EB OVER UTICA CHARLESTOWN RD AND

LINE "A"

STA. 260+18.56, 39.25’ LT

PROJECT NO. 0900248

LINE "A"

STA. 255+17.83, 39.25’ LT

PROJECT NO. 0900248

257+68.25 "A"

STR

CENTERLINE

PROJECT NO. 0810245 CONST.

PROJECT NO. 0810245 R/W

PROJECT NO. 0810245 P.E.

PHONE NO.

0810245

0810242

0900249

S.R. 265 STA. 212+74.51 TO STA. 260+20.00

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

S.R. 265 WB OVER UTICA CHARLESTOWN RD

CERTIFIED BY:

INDIANA DEPARTMENT OF TRANSPORTATION

DECEMBER 30, 2011

FINAL

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

LINE "A"

P.O.T. STA. 260+20.00

PROJECT NO. 0810245

BEGIN PAVING EXCEPTION

END PAVING EXCEPTION

NA

NA

2IX-01

NO.SHEET DESIGNATION

SHEET

NO.

DRAWING

1 TITLE SHEETTI-01

IX-01

3

2

DRAWING INDEX

INDEX SHEET

INDEX SHEET

4

5

6

7

8

TS-01

PN-01

LY-01

GE-01

GE-02

TYPICAL SECTION

PLAN

PROFILE

LAYOUT

GENERAL PLAN

GENERAL PLAN

9

10

CROSS SECTIONS

DATENO. DESCRIPTION

REVISIONS

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

ROLLING

SE-01 SUPERELEVATION DIAGRAM

GLP-01

V-01

PROPOSED GEOMETRIC LAYOUT SHEET

11-12 XS-01 - XS-02

15

15

7

8

8

11

26000

26000

19500

19500

3600

3300

3400

2800

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.

GENERAL NOTES

**

** REPRESENTS GENERAL NOTES REQUIRED.

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

c:\p


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12/29/2011

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

6:2

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DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

12

0900248

0810245

265-10-9600

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 3

1" = 10’

TYPICAL CROSS SECTIONS

LINE "A"

FOR INFORMATION ONLY

c:\p


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12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:4

1:01 P

M

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DWG. NO. SHEET NO.

ofCYY

MBJ

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PDO

12

0900248

0810245

265-10-9600

{

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%)

S.R 265 SUPERELEVATED LEFT

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%

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%

4

1" = 100’

PROPOSED

GEOMETRIC LAYOUT SHEET

GLP-01


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

1" = 100’

PROPOSED

GEOMETRIC LAYOUT SHEET

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"

c:\p


ms918

95\22glp

001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:2

9:5

0 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

12

0900248

0810245

265-10-9600

PN-01

1" = 50’

LINE "A"

PLAN SHEET

STA. 251+00 TO STA. 266+00

5


c:\p


ms918

95\22pn001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:3

0:0

0 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

12

0900248

0810245

265-10-9600

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

ILLINOIS GRANT, SURVEY 17

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.

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

w/ Gp. 1 Posts Req’d.

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

421.62’

+99.81

320.40’

+71.82

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.



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 6

1" = 50’

1" =10’


V-01

c:\p


ms918

95\22vL

A001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:3

0:11 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

12

0900248

0810245

265-10-9600

-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" =

AT 30’ BELOW DATUM)

GRADE "B-2" (PLOTTED

PROPOSED PROFILE

514.25

+00.00

484.16

+81.01

485.00

+42.86

-5.25%

-2.20%

SPECIAL DITCH RT.

(PROPOSED ELEVATIONS)

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

DIAGRAM

SUPERELEVATION SE-01 7

1" = 50’

1" = 0.5’


ST

A. 225+17.8

3

ST

A. 260+18.5

6EB-BRIDGE

c:\p


ms918

95\22se001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:3

0:17 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

12

0900248

0810245

265-10-9600

+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)

{

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

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

MINIMUM VERTICAL CLEARANCE

UTILITIES

SITUATION PLANCONTOUR INTERVAL = 1’

1"=30’

1"=20’

LY-01

LOCATION REQUIRED PROVIDED

"A" 14’-6"

PROFILE ON S.R. 265 LINE "A"

S.R. 265 EB BRIDGE

LAYOUT 8

535.7

527.6

3

254+00

519.0

527.5

5

255+00 256+00

528.0

2

495.8

257+00

528.9

5

467.2

258+00

529.9

5

459.5

530.9

5

491.7

259+00 260+00

531.95

524.3

261+00

532.9

5

544.8

46’ +/-

430

440

450

460

470

480

490

500

510

520

530

540

550

560

430

440

450

460

470

480

490

500

510

520

530

540

550

560

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"

S.R. 265

CURVE DATA

HORIZONTAL CURVE DATA

EXISTING STRUCTURE

NO PRESENT STRUCTURE

(TYP)LIMITSCONST.

(TYP)LIMITSCONST.

EASTBOUNDS.R. 265

WESTBOUNDS.R. 265

LAYOUT

SHAFTS (TYP.)

36" DIA. DRILLEDSHAFTS (TYP.)

36" DIA. DRILLED

SEE INDEX SHEET, SEE SHEET 2.

460

460

460

460

460

460

460

465

465

465

465

465

470

470

470

470

470

475

475

475

475

475

480

480

480

480

480

480

485

485

485

485

485

490

490

490

490

490

490

495

495

495

495

495

495

500

500

500

500

505

505

505

505

505

510

510

510

510

510

510

515

515

515

515

515

515

520

520

520

520

520

520

525

525

525

525

525

525

530

530

530

530

530

535

535

535

535

535

540

540

540

c:\p


ms918

95\22la

001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:3

8:13

PM

_US

ER_

DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

12

0900248

0810245

265-10-9600

SPAN CSPAN BSPAN A

CLR. "A

"

MIN.

VE

RT.

EXISTING UTICA CHARLESTOWN RD

ALONG S.R. 265 E.B. P.G.

EXISTING GROUND LINE

PIER 2 PIER 3

Q100 ELEV.=466.35

BENT 1

BENT 4

255+4

0.7

0

259+9

4.8

1

PROPOSED PROFILE GRADE

+1.00%

STRUCTURE LIMITS

SLOPE

2:1 FILL

SLOPE

2:1 FILL

SEMI-FIXED SEMI-FIXED

INTEGRALINTEGRAL

Q500 SCOUR ELEV.=448.59

TRIBUTARY

LENTZIER CREEK

+1.00%

APPROACH (TYP.)R.C. BRIDGE

L.V.C. = 500.00’ELEV. = 525.95

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

EL. 518.71

LOW STR

Woods

Woods

BIKE PATH

LINE "A"

260+00

255+00

Flo

w

Woods

UTIC

A

CH

AR

LE

ST

OW

N

RD

TRIB

UT

AR

Y

LIN

TZIE

R

CR

EE

K

CLARK COUNTY

UTICA TOWNSHIP


{

BR

G

BE

NT 1

{ PIE

R 2

{ PIE

R 3

{

BR

G

BE

NT 4

LONG CHORD

PROFILE GRADES.R. 265 E.B.

EL. 527.68STA 255+41.70, 39’-3" LT

EL. 528.88STA 256+92.75, 39’-3" LT

EL. 530.39STA 258+43.76, 39’-3" LT

EL. 531.90STA 259+94.80, 39’-3" LT

E: 35846.77

N: 112682.34

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

LINE ASTA 255+43.24

LINE ASTA 259+93.35

39’-3" LTSTA 257+68.25,{ BRIDGE

90° (TYP)

BULB-TEE BEAM BRIDGE

78" PRESTRESSED CONCRETE

CONTINUOUS, COMPOSITE

AND LENTZIER CREEK TRIBUTARY

ON S.R. 265 OVER UTICA CHARLESTOWN RD.

54’-4" CLEAR ROADWAY EB

SKEW: NONE

3 SPANS AT 150’, 150’, 150’

LOCATION REQUIRED PROVIDED

MINIMUM VERTICAL CLEARANCE

PLAN

ELEVATION

1"=30’

1"=30’

GE-01

NOTES

46’ +/-"A" 14’-6"

MEASURED ALONG

LENTZIER CREEK TRIBUTARY

S.R. 265 E.B.L.

EXISTING UTICA/CHARLESTOWN ROAD

S.R. 265 EB BRIDGE

GENERAL PLAN

LONG CHORD

{ BRG

BENT 4

BENT 1

{ BRG

9

LONG CHORD

150’-0" { PIER TO { BRG150’-0" { PIER TO { PIER150’-0" { BRG TO { PIER

LINE "A"

PROFILE GRADE

39’-3"

BR. APPR.

OUT TO OUT69’-2"

BR. APPR.

12’-8" SHOULDER

LANES = 36’-0"(3) 12’-0"

4’-8" SHOULDER

13’-0" PED/BIKE PATH

1’-4" RAIL

1’-4" RAIL

CLEAR ROADWAY53’-4"

P.G. EL. 527.68

STA 255+41.70, 39’-3" LT

{ BRG BENT 1

P.G. EL. 528.88

STA 256+92.75, 39’-3" LT

{ PIER 2

P.G. EL. 530.39

STA. 258+43.76, 39’-3" LT

{ PIER 3

P.G. EL. 531.90

STA. 259+94.80, 39’-3" LT

{ BRG BENT 4

452’ OUT TO OUT BRIDGE FLOOR

20’-6"

20’-6"

LINE ASTA 255+43.24

LINE ASTA 259+93.35

(TYP)90°

PROTECTION REQUIRED.TO DETERMINE THE NECESSARY SLOPE 3. CONTRACTOR SHALL CONSULT WITH INDOT

2. FOR TYPICAL SECTION, SEE DWG. NO. GE-02

IN FINAL DESIGN1. FOUNDATION TYPE SHALL BE DETERMINED

c:\p


ms918

95\22ge001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:3

0:3

7 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

12

0900248

0810245

265-10-9600

GENERAL PLAN







SKEW: NONE

3 SPANS AT 150’, 150’, 150’

Q100 ELEV.=466.35

SPAN BSPAN A

PIER 2 PIER 3

CLR. "A

"

MIN.

VE

RT.

PROPOSED PROFILE GRADE

EXISTING UTICA/CHARLESTOWN ROAD

BENT 4

BENT 1

SPAN C

CONCRETE BRIDGE RAILING

SLOPE2:1 FILL SLOPE

2:1 FILL

EXISTING GROUND

SEMI-FIXED SEMI-FIXED

INTEGRAL (TYP.)

TRIBUTARY

LENTZIER CREEK

SHAFTS (TYP.)

36" DIA. DRILLEDSHAFTS (TYP.)

36" DIA. DRILLED

+1.00%

STRUCTURE TO BE BUILT TO 500’ VERTICAL CURVE

RESISTANCE (TYP).

DRIVEN TO XXX KIPS NOMINAL

HP XXxXX STEEL "H" PILES

EL. 518.71LOW STR

VARIES 518.2 TO 519.3BERM EL.

VARIES 522.4 TO 523.5BERM EL.

255+00

260+00

3.46%

GE-02

1/4" = 1’-0"

1/4" = 1’-0"

3.46%3.46%

3.46%3.46%

1’-4"

PED/BIKE PATH

13’-0" OUT TO OUT 1’-4" LIN

E "A

"

6’-0"

2.00%

(TYP)

6"

39’-3"

DESIGN DATA

DESIGN STRENGTHS

LIVE LOAD

DEAD LOAD

GENERAL NOTES

REINFORCING STEEL

CLASS C CONCRETE

CLASS B CONCRETE

CLASS A CONCRETE

BEAM CONCRETE

2" COPING

3’-9"’

TRAVEL LANE

12’-0"

RAMP

12’-0"

SHOULDER

12’-8"

TRAVEL LANE

12’-0"

SHOULDER

5’-8"

54’-4" CLEAR ROADWAY EASTBOUND

70’-2" OUT TO OUT COPING

S.R. 265 EB BRIDGE

GENERAL PLAN 10

SLOPE BREAK POINT

PEDESTRIAN FENCE

DRIP BEAD (TYP)

HALF ROUNDØ�"

GRADEPROFILES.R. 265 EB

CO

NC

RE

TE

SL

AB

8"

CL

AS

S "C

"

RAILING TYPE "FT" (TYP)CONCRETE BRIDGE

8 SPACES @ 8’-0"

PRESTRESSED BULB - TEE BEAM TYPE BT 78"x48" (TYP)

EDITION, 2010, AND SUBSEQUENT INTERIMS.

DESIGN SPECIFICATIONS, 5TH

LOADING, IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE

SUPERSTRUCTURE AND SUBSTRUCTURE DESIGNED FOR HL-93

PERMANENT METAL DECK FORMS.

WEARING SURFACE AND 15 PSF (NON-COMPOSITE) FOR

ACTUAL WEIGHT PLUS 35 PSF (COMPOSITE) FOR FUTURE

0.5" INTEGRAL WEARING SURFACE.

FLOOR SLAB DESIGNED WITH 7 1/2" STRUCTURAL DEPTH AND

CONSTRUCTION LOAD

GENERAL PLAN







SKEW: NONE

3 SPANS AT 150’, 150’, 150’

(LOOKING AHEAD STATION)

EASTBOUND LANE S.R. 265

TYPICAL SECTION

SURFACE SEALLIMITS OF

SURFACE SEALLIMITS OF

ACCORDANCE WITH ARTICLE 702.21 OF THE SPECIFICATIONS.

PIERS AND THE BARRIERS SHALL BE SEALED IN

ALL THE EXPOSED FACES OF THE END BENT CAPS, THE

UNLESS NOTED.

STEEL WHICH SHALL BE 4", AND 2" IN ALL OTHER PARTS

BOTTOM OF FLOOR SLAB, 3" IN FOOTING EXCEPT BOTTOM

REINFORCING STEEL COVER TO BE 2.5" IN TOP AND 1" IN

fy = 60,000 PSI

f’c = 4000 PSI

f’c = 3000 PSI

f’c = 3500 PSI

f’c = 7000 PSI

SPECIFICATION FOR BRIDGE TEMPORARY WORKS (1995), FIG 2.1.

IN ACCORDANCE WITH AASHTO GUIDE DESIGN 2

OF 50 LB/FT

DESIGNED FOR 70 MPH HORIZONTAL WIND LOADING WIND LOAD:

ALONG THE COPING.

4500 LB DISTRIBUTED OVER 10 FT FINISHING-MACHINE LOAD:

CENTERED WITH THE FINISHING MACHINE.

THE FACE OF COPING OVER 30-FT LENGTH OF THE DECK

VERTICAL FORCE APPLIED AT A DISTANCE OF 6 IN. OUTSIDE

EXTENDING 2 FT PAST THE EDGE OF COPING AND 75 LB/FT

2

DESIGNED FOR 20 LB/FTCONSTRUCTION LIVE LOAD:

DECK FORMS, AND 2-FT EXTERIOR WALKWAY.

PERMANENTMETAL STAY-IN-PLACE DECK FORMS, REMOVABLE

FOR 2

DESIGNED FOR 15 LB/FTDECK FALSEWORK LOADS:

OF THE GIRDER BOTTOM FLANGE AND WEB.

WERE ASSUMED TO BE BRACED AGAINST THE INTERSECTION

VERTICAL COPING FORM. THE BOTTOM OVERHANG BRACKETS

ASSUMED TO BE LOCATED 6 IN. PAST THE EDGE OF THE

VERTICAL COPING FORM. THE TOP OVERHANG BRACKETS WERE

WAS ASSUMED TO BE SUPPORTED 6 IN. OUTSIDE THE

EDGE OF THE EXTERIOR GIRDER. THE FINISHING MACHINE

ASSUMED FOR SUPPORT OF THE DECK OVERHANG PAST THE

LOADS SHOWN BELOW. CANTILEVER OVERHANG BRACKETS WERE

DEFLECTION, AND OVERTURNING USING THE CONSTRUCTION

THE EXTERIOR GIRDER HAS BEEN CHECKED FOR STRENGTH,

SEISMIC

ZONE =

Fv =

SITE CLASS =

S1 =

SEISMIC =

DELINEATOR (TYP)BARRIER

3’-1" TO 3’-8"

VARIES

3’-1" TO 3’-8"

VARIES

TYPE "SQ"STD ROADWAY DRAIN

c:\p


ms918

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gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:3

0:4

5 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

12

0900248

0810245

265-10-9600

c:\p


ms918

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A001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:3

0:5

4 P

M

_US

ER_

DWG. NO. SHEET NO.

of

0810245

0810245

R/

W

LA

R/

W

LA

3:16:1

6:1 8:1

3:1

3:1 3:1

514.25

524.77

526.2

4

527.5

5

527.5

5

519.0

4

513.5

6

R/

W

LA

R/

W

LA

3:1

2:1 2:1

3:1

471.50

528.0

2

528.0

2

495.7

5

483.3

0

R/

W

LA

3:1 3:1

462.80

528.9

5

528.9

5

467.2

1

467.9

000 2020 4040 6060 8080 100100 120120 140140 160160 180180 200200 220220 240240 260260 280280 300300320

480 480

490 490

500 500

510 510

520 520

530 530

540 540

470 470

255+00.00 255+00.00

470 470

480 480

490 490

500 500

510 510

520 520

530 530

540 540

550 550

256+00.00 256+00.00

470 470

480 480

490 490

500 500

510 510

520 520

530 530

540 540

550 550

460 460

257+00.00 257+00.00

STA. 255+00.00 TO 257+00.00

Line "A"XS-01 11

1" = 20’

1" = 20’

CROSS SECTIONS

PDO

CEW

WWM

PDO12


c:\p


ms918

95\22xsL

A001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

6:3

0:5

6 P

M

_US

ER_

DWG. NO. SHEET NO.

of

0810245

0810245

R/

W

LA

R/

W

LA

529.9

5

529.9

5

459.5

1

463.0

3

3:1

462.30

3:1

R/

W

LA

R/

W

LA

530.9

5

530.9

5

491.65

491.53

3:1 3:13:1 3:1

488.14486.44

R/

W

LA

3:1

6:16:1 8:1

6:1

3:1529.16

530.6

3

531.95

531.95

524.3

4

526.17

522.14

3:1

3:1

514.44

00 2020 4040 6060 8080 100100 120120 140140 160160 180180 200200 220220 240240 260260 280280 300300320

460 460

470 470

480 480

490 490

500 500

510 510

520 520

530 530

540 540

550 550

258+00.00 258+00.00

480 480

490 490

500 500

510 510

520 520

530 530

540 540

550 550

259+00.00 259+00.00

510 510

520 520

530 530

540 540

550 550

500 500

260+00.00 260+00.00

STA. 258+00.00 TO 260+00.00

Line "A"XS-02 12

1" = 20’

1" = 20’

CROSS SECTIONS

PDO

CEW

WWM

PDO12


bridge plans - in23 15 16 17 26 fax (502) 339-4486 phone (502) 339-3557 louisville, ky 40223 9750...

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