bridge plans - indiana · 2020-07-09 · 9750 ormsby station road, suite 210 ... contract project...

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.

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wv8i-local\baker_projects\posborne\d

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12/29/2011

3:4

5:11 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

1" = 1000’

1

CLARK COUNTY, INDIANA

INDIANA

DEPARTMENT OF

TRANSPORTATION

29

LATITUDE: 38°20’37" N LONGITUDE: 85°41’28" W HYDROLOGIC UNIT CODE: 05140101100040

BEGIN PROJECT

STANDARD SPECIFICATIONS DATED 2012

0900237 0900237

ROAD AND BRIDGE PLANS

0900237

0900237

LINE "LS-2"

P.O.T. STA. 14+50.00

PROJECT NO. 0900237

DATA, AND DESIGN DATA, SEE DWG. NO. IX-01.

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

STRUCTURE TYPE SPAN AND SKEW OVER STATION

BEAM BRIDGE

BULB TEE

CONCRETE

PRESSTRESSED

COMPOSITE

CONTINUOUS

BRIDGE PLANS

R.P. X+XXUTICA SELLERSBURG ROAD

FOR SPANS OVER 20’ ON

INTERCHANGE IN ILLINOIS GRANT, SURVEY 24, UTICA TOWNSHIP, CLARK COUNTY, INDIANA.

NEW BRIDGE CARRYING UTICA-SELLERSBURG ROAD OVER S.R.265. LOCATED 0.8 MILES EAST OF THE S.R.265 AND S.R.62

BRIDGE FILE

S.R.265

BEGIN PAVING EXCEPTION

SKEW: 36° RT.

110’-0"

2 SPAN: 125’-0",

LINE "LS-2"

P.O.T. STA. 20+67.62

PROJECT NO. 0900237

MAXIMUM GRADE: 3.44%

TOTAL LENGTH: 0.286 mi.

BRIDGE LENGTH: 0.045 mi.

ROAD LENGTH: 0.241 mi.

265-10-9595

265-10-9595

265-10-9595

PROJECT NO. 0900237 CONST.

PROJECT NO. 0900237 R/W

PROJECT NO. 0900237 P.E.

"LS-2"

22+23.50

STR

CENTERLINE

0810244 S.R. 265/S.R. 62/PORT ROAD INTERCHANGE

PHONE NO.

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

SE

LLE

RS

BUR

G R

D.

UTIC

A -

END PROJECT

LIN

E "S-4

"

"S-1"

LIN

E

LIN

E "L

S-2"

END PAVING EXCEPTION

LINE "LS-2"

P.O.T. STA. 29+60.00

PROJECT NO. 0900237

LINE "LS-2"

P.O.T. STA. 23+79.26

PROJECT NO. 0900237

4000

INDEX & GENERAL NOTES

NA

NA

2IX-01

NO.SHEET DESIGNATION

SHEET

NO.

DRAWING

1

DATENO. DESCRIPTION

TITLE SHEET

INDEX AND GENEREAL NOTES

TYPICAL CROSS SECTIONS

TI-01

IX-012

REVISIONS

GENERAL NOTES DRAWING INDEX

TS-01

PN-01

3

4

7

8

9

10

RP-01 PROFILE SHEET LINE "LS-2" STA. 10+00 TO STA. 25+00

PN-02

RP-02 PROFILE SHEET LINE "LS-2" STA. 25+00 TO STA. 31+00

ROADWAY ALIGNMENT A.A.D.T. 2030SPEEDDESIGN

35

TRAFFIC DATA

35

CLASSIFICATIONFUNCTIONAL

V.P.D. mph

CRITERIADESIGN

PROJECT

CONTROLACCESS

URBANRURAL /

TERRAIN

NONE

DESIGN DATA

SC-01 CONTROL POINTS AND REFERENCE TIES

6

PDO

WWM

CEW

PDO

PLAN SHEET LINE "LS-2" STA. 10+00 TO STA. 25+00

PLAN SHEET LINE "LS-2" STA. 25+00 TO STA. 31+00

5

11

ROADWAY CROSS SECTIONS - LINE "LS-2"

LY-01

PN-03

GE-01

PLAN AND PROFILE SHEET LINE "D1" STA. 80+00 TO STA. 90+00

BRIDGE LAYOUT

GENERAL PLAN

UTICA SELLERSBURG RD.

(SOUTH OF SURRY ROAD)

UTICA SELLERSBURG RD.

(NORTH OF SUNDANCER)

3500

5000

COLLECTOR(SUBURBAN)

URBAN ROLLING

NONECOLLECTOR(SUBURBAN)

URBAN ROLLING

DRIVE CROSS SECTIONS - LINE "D-1"

12-23

24-29

XS-01 - XS-12

XS-13 - XS-18

V.P.D.

1450

2200

LINE "LS-2"

LINE "LS-2"

A.A.D.T. 2009

(NON-FREEWAY)RECONSTRUCTION

(NON-FREEWAY)RECONSTRUCTION

IF NECESSARY TO DETERMINE THE ACTUAL EXCAVATION QUANTITIES.

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

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

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

**

** REPRESENTS GENERAL NOTES REQUIRED.

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


ms88276\Dix

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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

3:4

5:3

8 P

M

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ER_

DWG. NO. SHEET NO.

of 29

0900237

0900237

265-10-9595

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

TYPICAL CROSS SECTIONS TS-01 3PDO

WWM

CEW

PDO LINE "LS-2"

2% 2%4% 4%6:16:1

LEGEND

K4

K1

TRAVEL LANE

11’-0"

TRAVEL LANE

11’-0"

SHLDR

8’-0"

SHLDR

8’-0"

CLEAR ZONE

12’-0"

CLEAR ZONE

12’-0"

FULL DEPTH HMA PAVEMENT (TO BE DETERMINED)

4%

SHOULDER

PAVED

9’-0"

VARIES

3:1 Max.

3:1 Max.

VARIES

LINE"LS-2"

{

TYP. SHOULDER W/GUARDRAIL DETAIL

1’-0"

1’-0"

* SEE CROSS SECTIONS AND/OR PLANS

S2

29 SEEDING, R

K2 HMA PAVEMENT (PER E610-DRIV-02) (STA. 80+19.00 TO R/W)

K3 AGGREGATE (TO BE DETERMINED) (R/W TO STA. 90+00.00)

SUBGRADE TREATMENT, TYPE IIAS1

SUBGRADE TREATMENT TYPE IIIA

6:16:1

4:1 VARIES

3:1 Max.

3:1 Max.

VARIES

LINE"LS-2"

{

1’-0"

1’-0"

� VARIES � VARIES � VARIES � VARIES

SHLDR

� VARIES

TRAVEL LANE

� VARIES

TRAVEL LANE

� VARIES

SHLDR

� VARIES

6:16:1

LINE"D-1"{

2% 2%

6’-0"

6’-0"

4’-0"

4’-0"

4:1

4:1

STA. 80+19.00 TO STA. 90+00.00 LINE "D-1"

Line "D-1"

O VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53

HMA PAVEMENT (TO BE DETERMINED)

STA. 23+73.79 TO STA. 24+50.79 LT.

STA. 23+43.28 TO STA. 24+18.28 RT.

STA. 20+28.72 TO STA. 21+03.72 LT.

STA. 19+98.21 TO STA. 20+73.21 RT.STA. 29+60.00 TO STA. 30+30.00 LINE "LS-2"

STA. 12+80.00 TO STA. 14+50.00 LINE "LS-2"

Line "LS-2" Normal Crown

STA. 23+79.26 TO STA. 29+60.00 LINE "LS-2"

STA. 14+50.00 TO STA. 20+67.62 LINE "LS-2"

Line "LS-2" Normal Crown

VARIES 3:1 MAX

6:1 Max.

TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE

e%e%e%e%

6:1 Max.

S.R 265 SUPERELEVATED RIGHT

1 2

1

4%

6:1

3:1 MAX

CLEAR ZONE

SHOULDER GORE

8

7

30

AUXILIARY LANETRAVEL LANE/

2

STA. 348+84.78 TO STA. 353+31.08 LINE "LA-EB"

SEE SR-265 SUPERELEVATION RIGHT SECTION

SEE MATCHLINE LEFT

MATCHLINE LEFT / RAMP IR-9 TRANSITION

e% e%

CL

26

3:1 MAX

STA. 334+90.77 LINE "LA-WB" TO STA. 354+32.21 LINE "LA-WB" (e = 2.6%)

U

SHLDR SHLDR

STA. 352+43.90 TO STA. 354+32.21 "LA-WB"

VARIES 25’-10" TO 26’-6"

STA. 352+24.46 TO STA. 352+43.90 "LA-WB"

VARIES 25’-9" TO 25’-10"

STA. 334+90.92 TO STA. 352+24.46 "LA-WB"

VARIES 23’-11" TO 25’-9"

7 9

8 9

STA. 351+86.28 TO STA. 353+31.08 "LA-EB"

10’-0"

STA. 348+84.78 TO STA. 351+86.28 "LA-EB"

12’-0" TO 10’-0"

STA. 350+85.78 TO STA. 353+31.08 "LA-EB"

16’-0"

STA. 348+84.78 TO STA. 350+85.78 "LA-EB"

VARIES 12’-0" TO 16’-0"

STA. 352+59.82 TO STA. 358+31.08 "LA-EB"

VARIES 21’-7" TO 22’-6"

STA. 351+42.77 TO 352+59.82 "LA-EB"

VARIES 20’-11" TO 21’-7"

STA. 335+08.92 TO 351+42.72 "LA-EB"

VARIES 22’-7" to 20’-11"

CLEAR ZONE

SHOULDERTRAVEL LANE

4%

6:1

e%

30

26

3:1 MAX.

STA. 351+86.28 TO STA. 353+31.08 "LA-EB"

VARIES 2’-0" TO 3’-0"

STA. 350+85.78 TO STA. 351+86.28 "LA-EB"

VARIES 0’-0" TO 2’-0"

STA. 348+84.78 TO STA. 350+85.78 "LA-EB"

0’-0" S.R. 265 TYPICAL SECTION FOR INFORMATION ONLY

1

2’-0"

1

2’-0"

GROUND

EXISTING GROUND

EXISTING

SLOPES

CUT

1

2’-0"

SLOPES

FILL

7

22’-0"

1

2’-0"

1

2’-0"

GROUND

EXISTING

GROUND

EXISTING

SLOPES

CUT

8

� VARIES

SLOPES

FILL

2

� VARIES

5

� VARIES

7

� VARIES

1

� VARIES

1

� VARIES

4

12’-0"

1

4’-0"

29

29

0

1’-0"

0

1’-0"

2

VARIES

0

1’-0"

1

4’-0"

26

4

12’-0"

4

12’-0"

4

12’-0"

4

12’-0"

7

24’-0"

9

30’-0"

1

2’-0"

7

24’-0"

1

2’-8"

B

B

1

2’-0"

1

4’-0"

1

4’-0"

B

8

VARIES 20’-11" TO 22’-7"

8

VARIES 23’-11" to 25’-10"

3

VARIES

17

VARIES

7

VARIES

7

VARIES

2

8’-0"

1

VARIES

0

1’-0"

9

30’-0"

4

12’-0"

4

12’-0"

66

18’-0"

SLOPE BREAK PT.

1

2’-8"B

5

VARIES

A1

S

OO

US

ROTATIONAXIS OFGRADE &PROFILE

LINE "LA-WB"LINE "LA-EB"

O

U S

LINE "A"

ROTATION

AXIS OF

GRADE &

PROFILE

SLOPE BREAK PT.

EXISTING GROUND

U

A1

S U

O

EXISTING GROUND

2929

OS1

K1

S1

K1

O

Grade

Profile

2929

OS1

K1

S1

K1

O

Grade

Profile

K4 K4

29

29

S2

K2

S2

K2

Grade

Profile

K3 K3

c:\p


ms88276\Dts

001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:4

6:2

0 P

M

_US

ER_

DWG. NO. SHEET NO.

of 29

0900237

0900237

265-10-9595

1" = 10’

TAD

KGG

AMH

TAD

SC-01

N.T.S.

CONTROL POINTS

AND REFERENCE TIES

4

ALIGNMENT POINT - REFERENCE TIES

19.05’

21.0

7’

39.22’

GRANT

LINE

UTIC

A-

SELLERS

BU

RG R

OA

D

GRANT

24

27.91’

69.2

0’

56.90’

GRANT

15

GRANT

14

GOVERNMENT GRANT CORNER - REFERENCE TIESCONTROL POINT - REFERENCE TIES

237.6

0’

21.5

0’ 19

.01’

GRANT

24

GRANT

36

GRANT

37

GR

AN

T LIN

E

43.90’

NEW C

HAPEL

ROA

D

SU

ND

AN

CER

42.05’

’20.9

0

19.5

2’

32.49’

7.4

1’

91.19’

11.2

7’

89.0

0’

36.9

9’

5.6

1’

32.8

6’

31.3

2’

57.53’

87.10

’

8.6

5’

C.P. #2678 N. 110516.7381 E. 28434.5170

LINE "A"

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

36" TREE

FACE

MNS, S. 8" TREE

FACE

MNS, NW

24" TREE

FACE

MNS, N.

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. #941 N. 108497.3364 E. 28749.7416

@ GRANT COR

W/WASHER

FND REBAR

PWR POLE

PKS IN

PWR POLE

PKS IN

POLE

PWR

PKS

N.T.S.

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

N.T.S.

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

IPS W/CAP

C.P. #8010

20" TREE

FORK TWIN

E. FACE N.

MNS,

20" TREE

FACE

MNS, E.

WOODS

LINE

"A"

C.P. #909 N. 112919.5602 E. 25597.4360

N.T.S.

GRANT COR

SPINDLE @

FND COTTON GIN

WITNESS POST

S. SIDE OF

RR SPIKE

POLE

POWER

HEADWALL

NW COR

LINE "A" STA. 337+38.72, 2043.05’ Lt. LINE "A" STA. 367+56.89, 2377.58’ Rt.

P.T. LINE "A" STA. 282+90.88, 0.01’ Lt. P.O.C. LINE "A" STA. 337+88.81, 0.04’ Lt.

N.T.S.

5.4

0’

CHERRY TREE

FACE 18"

MNS, E.

CHERRY TREE

FACE 24"

MNS, NW

15.34’

19.7

6’

C.P. #8105 N. 110518.3828 E. 28249.7395

CHERRY TREE

FACE 24"

MNS, NW

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED

ELEV. 524.68

LINE "A" STA. 339+72.48, 22.52’ Rt.

C.P. #8101 N. 109750.2890 E. 27656.3944

UTIC

A-

SELLERS

BU

RG

RO

AD

CONTROL POINT"

"BURGESS & NIPLE INC

IPS W/CAP STAMPED

N.T.S.

MNS

MNS

MNS

LINE "A" STA. 345+88.45, 706.61’ Lt.

ELEV. 520.23

UTIC

A-

SELLERS

BU

RG

RO

AD

IPF10" TREE

MNS, S. FACE

MNS

MNS

CONTROL POINT"

"BURGESS & NIPLE INC

IPS W/CAP STAMPED

C.P. #8100 N. 110516.2098 E. 27172.6455

N.T.S.

LINE "A" STA. 350+55.17, 58.77’ Rt.

ELEV. 522.74

C.P. #8205 N. 110469.7650 E. 24285.2789 C.P. #8206 N. 110694.5750 E. 23722.9128

INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED TREE

FACE 8"

MNS, E.

POST

"T" FENCE

POST

"T" FENCE

I-265CONC PAVE

JOINT OF

MNS, IN

#10/265/62/42

LIGHT POLE

SE COR

N.T.S.

N.T.S. INC CONTROL POINT"

"BURGESS & NIPLE

IPS W/CAP STAMPED ROAD SIGN

N. POST OF

LINE "A" STA. 379+37.37, 138.56’ Lt. LINE "A" STA. 385+10.86, 56.12’ Rt.

ELEV. 519.80 ELEV. 538.48

c:\p


ms88276\Dsc001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:4

6:4

5 P

M

_US

ER_

DWG. NO. SHEET NO.

of 29

0900237

0900237

265-10-9595

PDO

WWM

CEW

PDO

PN-01

1" = 50’

PLAN SHEET5

LINE "LS-2"

STA. 10+00 TO STA. 25+00

MA

TC

HLIN

E 25+0

0.0

0 S

EE

SH

EE

T 7

"LINE "LS-2" TO BE CONSTRUCTED"

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

EXCEPT AS SHOWN."

"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-2"

LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED."

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

NOTE:

c:\p


ms88276\Dpn001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:4

7:2

1 P

M

_US

ER_

DWG. NO. SHEET NO.

of 29

0900237

0900237

265-10-9595

R/W

28.93’

+50.00 46.52’

+49.03

35.04’

+97.61

R/W

R/W

0.91’

+49.63

R/W45.71’

+}

R/W

R/W

+23.56

71.52’

+}

R/W 82.39’

+90.91

106.05’

+18.87

E

180.69’

+66.62 "LA"

R/W

47.24’

+05.17

150.33’

+}

+60.00 "LA"

155.00’

B

150.00’

+50.00

200.00’

+00.00 "LA"

DRIVE CONSTRUCTION

TEMP R/W FOR

170.57’

+86.20 "LA"

E

APP. E

X. L.A. R/

W

&

A.C.L.

APP. E

X. L.A. R/

W

&

A.C.L.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

345+0

0

350+0

0

355+0

0

10+00 15+00 20+00 25+00

940+0

0

80+0

0

85+00

15+0

0

S.R. 265 E.B.L.

S.R. 265

W.B.L.

Woods

SH

AD

OW

BR

OO

K

LA

NE

Drive

CLARK COUNTY

UTICA TOWNSHIP

ILLINOIS GRANT, SURVEY 24

Field

Field

Field

Field

Field

Field

Field

Field

Field

Field

Field

Field

Bld

g

BldgBldg

ResidenceResidence

FieldResid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Woods

Woods

Woods

Drive

Drive

LIN

E "L

A-E

B"

LIN

E "A-E

B"

LIN

E "L

A-W

B"

LIN

E "A-W

B"

LIN

E "A"

LIN

E "A"

N 86° 44’ 36" W

N 86° 57’ 40" W

20+0

0

25+0

0

Tangent Line "A"

P.T. STA. 352+42.41 "A"

P.T. STA. 942+04.94 "IR-9"

LINE "LS-2"

LINE "LS-2"

N 86° 57’ 40"

WN 86° 44’ 36"

W

N 34° 27’ 43" W

S.R. 2

65 E.B.L.

BR

OO

KH

OLL

OW

WA

Y

MILLSTONE COURT

UTICA SELLERSBURG ROAD

S.E. = 2.60%E = 190.34’R = 8,200.00’L = 3,499.97’T = 1,777.04’

= 24° 27’ 19" RTP.I. 335+19.48 "A"

CURVE DATA

S.E. = 2.60%E = 192.23’R = 8,132.92’L = 3,502.23’T = 1,778.69’ = 24° 40’ 23" RTP.I. 335+20.35 "LA-WB"

CURVE DATA

END TAPER

10+0

0

STA. 12+80.00 "LS-2", 7.89’ LT

STA. 14+50.00 "LS-2", 11’ LT

MATCH EXISTING PAVEMENTBEGIN TAPER

STA. 12+80.00 "LS-2", 10.45’ RT

MATCH EXISTING PAVEMENTBEGIN TAPER

8’ 11’

11’ 8’

P.O.C. STA. 350+35.84 "A"

P.O.T. STA. 22+28.26 "LS-2"

LIMITSCONSTRUCTION

w/

Gp. 1 P

osts Req’d.

L.A. R/

W

&

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

STA. 12+82.45 "LS-2", 10.50’ RT

CURB AND GUTTERMATCH EXISTING

P.O.C. STA. 80+00.00 "D1"

P.O.T. STA. 16+75.00 "LS-2"

LIMITSCONSTRUCTION

Existing Asphalt

}

}

}

}

}

}

Sta. 16+75.00, 19’ LT.12’ WIDE CLASS II DRIVE

Gravel

Drive

EXISTINGMATCH

21’

STA. 81+08.00 "D-1"

STRUCTURE NO. 2

MARBLESALLY A.

REPRESENTATIVESPERSONAL NANCY S. MARBLE

TRUSTFAMILYGOTTBRATH

EASEMENTEGRESSINGRESS

JULIUS W. WARDZELMA MAXEY N. &



RU

TH

A.

GIL

MO

RE

GA

RY

D.

&

JE

RE

MY R.

DE

WIT

T

RIT

A

E.

VA

RN

ELL

DA

NN

Y

A.

WHIT

E

EA

SO

NJR.&

TO

NY

A

TH

OM

AS

W.

LA

TH

AM

&

AMIE

E

B.

CH

AR

LE

S

E. II

LA

VIG

NE

&

TR

AC

Y L.

DO

NA

LD

N. JR.

EN

GE

LKIN

G

SH

EIL

A J.

RUS

SE

LL E.

&J

ULIE

BRIA

NS

TE

VE

N

&

DE

VE

LOP

ME

NT

LLC

BR

OO

K

HO

LL

OW

DE

VE

LOP

ME

NT

LLC

BR

OO

K

HO

LL

OW

DE

VE

LOP

ME

NT

LLC

BR

OO

K

HO

LL

OW

LLC

DE

VE

LOP

ME

NT

BR

OO

K

HO

LL

OW

LLC

DE

VE

LOP

ME

NT

BR

OO

K

HO

LL

OW

LLC

DE

VE

LOP

ME

NT

BR

OO

K

HO

LL

OW

CH

RIS

TIN

E

BA

US

LA

UG

H

MIC

HA

EL J.

&

LIS

A

L. C

UM

MIN

S

N 87° 42’ 03" W

N 87° 30’ 26"

W

S.E. = 2.60%E = 179.05’R = 8,211.42’L = 3,398.83’T = 1,724.10’ = 23° 42’ 56" RTP.I. 334+68.04 "LA-EB"

CURVE DATA

HU

GE

S

CY

NT

HIA

S.R. 2

65

W.B.L.

P.O.C. STA. 350+49.27 "LA-WB"

P.O.T. STA. 22+79.68 "LS-2"

STA. 23+79.26

END PAVING EXCEPTION

Tangent Line "LA-WB"

RA

MP IR-9

LIN

E "IR-9"

P.T. STA. 352+43.90 "LA-WB"

P.T. STA. 351+42.77 "LA-EB"

P.O.C. STA. 350+25.85 "LA-EB"

P.O.T. STA. 21+82.47 "LS-2"

STA. 20+67.62

BEGIN PAVING EXCEPTION

Tangent Line "LA-EB"

E = 6.78’R = 10,700.00’L = 761.53’T = 380.93’ = 4° 04’ 40" RTP.I. 938+24.34 "IR-9"

CURVE DATA

N 87° 42’ 03"

W

Water

Gas

TelephoneOH Elec

OH Elec

Gas

OH Elec

Elec

Sanitary

Sanitary

Sanita

ry

Sanita

ry

OH

Elec

OH

Elec

OH

Elec

OH ElecGas

Elec

ElecElec

OH Elec

C.P.#8101

C.P.#8100

52.4992°

LINE "D1"

E:27630.52N:109815.01P.O.T. Sta. 14+50.00 "LS-2"BEGIN PROJECT

E:27726.71N:109674.84P.O.T. Sta. 12+80.00 "LS-2"BEGIN INCIDENTAL

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

RP-01

STA. 10+00 TO STA. 25+00 LINE "LS-2"

PROFILE SHEET 6

1" = 50’

1" = 10’

PDO CEW

PDOWWM

c:\p


ms88276\DvLS2001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:4

7:5

2 P

M

_US

ER_

DWG. NO. SHEET NO.

of 29

0900237

0900237

265-10-9595

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

520.6

3

520.6

7

520.8

2

521.09

521.43

521.77

522.2

2

523.0

0

524.14

525.6

1

527.3

3

529.0

5

530.7

7

532.4

9

534.2

1

535.8

8

537.10

537.7

6

537.8

6

537.4

1

536.3

9

534.8

6

533.2

4

531.61

529.9

8

520.7

520.6

520.7

520.8

522.4

522.1

521.6

521.0

520.7

521.1

521.1

521.2

521.4

521.5

521.8

522.0

522.2

522.5

522.9

523.2

523.4

523.4

523.2

523.0

522.4

522.2

522.1

522.0

521.7

521.4

521.2

23

+79.2

6

20+6

7.6

2 PAVING EXCEPTION

20+7

3.2

1

19+9

8.2

1

23

+43.2

8

21+03.7

2

20+2

8.7

2

24+5

0.7

9

23

+73.7

9

ELEV. 521.09

STA. 14+50.00 "LS-2"

BEGIN PROJECT

20+7

8.7

2

20+4

8.2

1

24+18.2

8

23

+68.2

8

521.09

L.V.C. = 200.00’

ELEV. = 522.51

P.V.I. STA. = 16+60.00

+3.44%

+0.67%

P.V.I. STA. = 21+80.00

ELEV. = 540.40

L.V.C. = 300.00’

+3.44% -3.26%

TYPE OS LTEND TREATMENTGUARDRAIL

TYPE TGB LTGUARDRAIL TRANSITION

TYPE OS RTEND TREATMENTGUARDRAIL

TYPE TGB RTGUARDRAIL TRANSITION

TYPE TGB RTGUARDRAIL TRANSITION

TYPE TGB LTGUARDRAIL TRANSITION

TYPE OS RTTREATMENTENDGUARDRAIL

LINE "LS-2"GROUNDEXISTING

GRADE "LS-2"PROPOSED PROFILE

STA. 12+80.00 "LS-2"

BEGIN INCIDENTAL

TYPE OS LTEND TREATMENTGUARDRAIL

23

+98.7

9

518.65

+48.00

515.30

+03.10

512.78

+22.07

519.30

+04.40

516.78

+21.33

512.60

+01.52

516.71

+75.98

-0.60%

11.44

%

0.58%

0.60%

516.71

+75.98-0.60%

512.53

+39.43

-13.28%

SPECIAL DITCH RT.

(PLOTTED 20’ BELOW DATUM)

SPECIAL DITCH LT.


SPECIAL DITCH LT.

SPECIAL DITCH RT.

PN-02

1" = 50’

PLAN SHEETPDO

WWM

CEW

PDO

PDO

WWM

CEW

PDO

7

LINE "LS-2"

STA. 25+00 TO STA. 31+00

MA

TC

HLIN

E 25+0

0.0

0 S

EE

SH

EE

T 5

"LINE "LS-2" TO BE CONSTRUCTED"


EXCEPT AS SHOWN."




NOTE:

c:\p


ms88276\Dpn002.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:4

8:2

6 P

M

_US

ER_

DWG. NO. SHEET NO.

of 29

0900237

0900237

265-10-9595

R/W

R/W

R/W

R/W

191.28’

+95.22 "LA"

72.50’

+01.39

57.64’

+45.38

56.54’

+49.50 50.15’

+11.81

28.06’

+60.00

55.78’

+63.10

27.24’

+60.00

R/W

R/W

59.58’

+67.75

BF.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

F.P.

25+00 30+00

BEGIN TAPER

LIMITSCONSTRUCTION

LIMITSCONSTRUCTION

Field

Field

Field

FieldField

Field

Field

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

Resid

ence

AND EMALLEE FLAHERTYFRANK, JOHN & DAVID GOTTBRATHJOHN BARRETT TRUSTEE FOR


UTIC

A

SE

LLE

RS

BU

RG

RO

AD

SUND

ANCE

R

N 86° 44’ 36"

W

LIN

E "L

A-W

B"

S.R. 2

65

W.B.L.

LIN

E "A"

N 86° 57’ 40"

W

LINE "LS-2"

CLARK COUNTY

UTICA TOWNSHIP


25+0

0

30+0

0

MATCH EXISTING PAVEMENTEND TAPER

BEGIN TAPER

MATCH EXISTING PAVEMENTEND TAPER

8’ 11’

11’ 8’

N 34° 27’ 43" W Existing Asphalt

L.A. R/

W

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

}




STA. 29+60.00 "LS-2", 11’ LT

STA. 30+30.00 "LS-2", 9.32’ LT

STA. 29+60.00 "LS-2", 11’ RT

STA. 30+30.00 "LS-2", 9.80’ RT

Water

GasTelephone

OH Elec

OH Elec

OH

Elec

OH Elec

E:26776.07N:111060.01P.O.T. Sta. 29+60.00 "LS-2"END PROJECT E:26736.46

N:111117.72P.O.T. Sta. 30+30.00 "LS-2"END INCIDENTAL

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

RP-02

STA. 25+00 TO STA. 31+00 LINE "LS-2"

PROFILE SHEET 8

1" = 50’

1" = 10’

PDO CEW

PDOWWM

c:\p


ms88276\DvLS2002.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:4

9:0

5 P

M

_US

ER_

DWG. NO. SHEET NO.

of 29

0900237

0900237

265-10-9595

25+00 26+00 27+00 28+00 29+00 30+0025+00 26+00 27+00 28+00 29+00 30+00 31+0025+00 26+00 27+00 28+00 29+00 30+00

529.9

8

528.3

5

526.7

2

525.10

523.5

6

522.4

0

521.62

521.24

521.24

521.2

521.1

521.1

521.1

521.1

521.1

521.1

521.2

521.4

521.5

521.8

522.3

523.1

524.1

521.53

-3.26% +0.62%

L.V.C. = 250.00’

ELEV. = 520.54

P.V.I. STA. = 27+90.00

521.59

GRADE "LS-2"PROPOSED PROFILE

LINE "LS-2"EXISTING GROUND

ELEV. 521.59

STA. 29+60.00 "LS-2"

END PROJECT

STA. 30+30.00 "LS-2"

END INCIDENTAL

0.58%

0.60%

1.87%

515.24

+57.33

4.25%

7.59%

521.40

+34.49

519.91

+07.19521.80

+32.09

519.86

+98.24


SPECIAL DITCH LT.

SPECIAL DITCH RT.

PDO

WWM

CEW

PDO

PN-03

1" = 50’

9PLAN AND PROFILE SHEET

LINE "D1"

490

500

510

520

560

550

540

530

540

550

530

520

510

500

490

560

STA. 80+00 TO STA. 90+00.00

1" = 5’

ELEV. 522.99

STA. 80+19.00 "D1"

BEGIN CONSTRUCTION

ELEV. 508.67

STA. 90+00.00 "D1"

END CONSTRUCTION

LINE "D1"

GROUND

EXISTING

"LINE "D1" TO BE CONSTRUCTED"


EXCEPT AS SHOWN."




NOTE:

GRADE "D1"

PROPOSED PROFILE

c:\p


ms88276\Dpn003.d

gn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:4

9:4

5 P

M

_US

ER_

DWG. NO. SHEET NO.

of 29

0900237

0900237

265-10-9595

R/

W

R/

W

+60.00 "LA"

155.00’

L.A. R/

W &

A.C.L.

& F.F.T.F

R/W

R/

W

R/

W

6’

6’

B

200.00’

+00.00 "LA"

150.00’

+50.00

150.33’

+}

47.24’

+05.17

45.71’

+}

DRIVE CONSTRUCTION

TEMP R/W FOR

E

82.39’

+90.91

106.05’

+18.87

180.69’

+66.62 "LA"

226.48’

+43.97 "LA"

177.03’

+90.00 "LA"

155.00’

+50.00 "LA"

205.52’

+68.92 "LA"

71.52’

+}

R/W

+23.56

F.P.

F.P.

F.P.F.P.

355+00

15+00

20+00

935+00

940+00

80+0

0

85+00

90+0

0

400+00

S.R. 265 W.B.L

.

CLARK COUNTY

UTICA TOWNSHIP


Field

P.T. STA. 942+04.94 "IR-9"


BEVERLY WARDMAXEY NORMAN &

SH

AD

OW

BR

OOK LA

NE

Residence

Residence

Residence

Residence

Residence

Woods

Woods

Residence

Drive

Drive

Field Field

N 86° 57’

40" W

LINE "A"

LINE "LA-EB"

S.R. 265

E.B.L.

N 86° 44’

36" W

LINE "LA-WB"

LINE "IR-4"

N 88° 24’ 54" E

P.I. STA. 938+24.34 "IR-9"N 34° 2

7’ 43" W

LINE "LS-2"

E610-DRIV-02STANDARD DRAWINGDRIVE PER12’ WIDE CLASS II

S 55° 32’ 17" W= 90° 00’ 00" RT

P.I. STA. 81+25.00 "D1"

N 34° 2

7’ 43" W

N 87° 19’ 4

3" W

S 84° 36

’ 34" W

S 55° 10’ 22"

W

= 52° 52’ 01" LT

P.I. STA. 85+16.75 "D1"

= 29° 26’ 11" LT

P.I. STA. 89+71.32 "D1"

= 08° 03’ 43" LT

P.I. STA. 88+85.01 "D1"

E = 33.14’R = 80.00’L = 125.66’T = 80.00’D = 71° 37’ 11.01" = 90° 00’ 00" RTE = 27,400.14N = 109,929.79P.I. 81+25.00 "D1"

CURVE DATA

E = 11.68’R = 100.00’L = 92.27’T = 49.71’D = 57° 17’ 44.81" = 52° 52’ 01" LTE = 27,159.03 N = 110,281.10P.I. 85+16.75 "D1"

CURVE DATA

E = 0.25’R = 100.00’L = 14.07’T = 7.05’D = 57° 17’ 44.81" = 08° 03’ 43" LTE = 26,784.03N = 110,298.60P.I. 88+85.01 "D1"

CURVE DATA

E = 3.39’R = 100.00’L = 51.38’T = 26.27’D = 57° 17’ 44.81" = 29° 26’ 11" LTE = 26,698.08 N = 110,290.49P.I. 89+71.32 "D1"

CURVE DATA

P.O.T. STA. 80+00.00 "D1"

P.O.T. STA. 16+75.00 "LS-2"

E = 27,503.20

N = 110,000.52

APP. S

ECTIO

N LIN

E

Gra

vel Drive

L.A. R/W & A.

C.L. & F.F

.T.F.

15’R

Tangent Line "D1"

CYN

THIA H

UGES

EASON

JR.& TONYA

TH

OM

AS

W.

LATH

AM

& A

MIE

E B.

CH

ARLE

S E. II

LAVIG

NE

& TR

ACY

L.

DONALD

N. J

R.

ENGELKIN

G

SHEIL

A J.

RUSSELL E. &

TRUST

FAMILY

GOTTBRATH

STA. 81+08.00 "D-1"

27’ OF 15" PIPE

STRUCTURE NO. 102

S 87° 30’ 26" E

N 84° 27’ 11"

W

RAMP IR-9

Tangent Line "IR-9"

Tangent Line "IR-9"

LINE "IR-9

"

E = 26,673.58

N = 110,273.44

MATCH EXISTING

E = 6.78’R = 10,700.00’L = 761.53’T = 380.93’ = 4° 04’ 40" RTP.I. 938+24.34 "IR-9"

CURVE DATA

S.E. = 2.60%E = 179.05’R = 8,211.42’L = 3,398.83’T = 1,724.10’ = 23° 42’ 56" RTP.I. 334+68.04 "LA-EB"

CURVE DATA

OH

Elec

OH Elec

Telephone

Gas

OH Elec

OH Elec

OH

Elec

Elec

OH Elec

OH Elec

CONSTRUCTION LIMITS

LIMITSCONSTRUCTION

P.C. STA. 80+45.00 "D-1"

25’ RADIUS

90°

P.T. STA. 81+70.66 "D-1"

P.C. STA. 84+67.04 "D-1"

P.T. STA. 85+59.31 "D-1"

P.C. STA. 88+77.96 "D-1"

P.T. STA. 88+92.03 "D-1"

P.C. STA. 89+45.05 "D-1"

P.T. STA. 89+96.42 "D-1"

12’

LINE "D1"

E:27487.54N:109989.77P.O.T. Sta. 80+19.00 "D1"BEGIN CONSTRUCTION

P.O.T. Sta. 90+00.00 "D1"END CONSTRUCTION

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

522.9

5

522.4

3

521.91

522.4

5

523.2

4

524.0

3

524.8

2

525.3

5

525.3

5

524.8

2

523.7

7

522.4

5

521.13

519.8

2

518.5

0

517.18

514.7

7

511.16

508.6

7

521.6

519.9

519.4

519.6

520.3

521.2

522.0

522.8

523.5

524.1

524.2

523.8

522.7

521.5

520.6

519.8

518.4

517.0

515.1

510.7

508.7

506.2

503.7

500.5

522.9

9

L.V.C. = 10.00’

ELEV. = 522.35

P.V.I. STA. = 80+35.00

L.V.C. = 30.00’

ELEV. = 521.50

P.V.I. STA. = 81+90.00

L.V.C. = 200.00’

ELEV. = 526.40

P.V.I. STA. = 85+00.00

P.V.I. STA. = 88+78.32

ELEV. = 516.44

L.V.C. = 65.00’

P.V.I. STA. = 89+58.00

ELEV. = 510.47

L.V.C. = 50.00’

508.6

7

-4.30%

-7.50%

-2.63%

-2.63%

+1.58%

+1.58%

-4.00%-0.55%

-0.55%

521.67

513.99

+00.00

510.37

+50.00

517.54

+00.00

516.33

+50.00

519.94

+00.00-2.40%

-4.68%

-2.42%

-7.24%

-5.83%

-5.33%

510.37

+50.00513.99

+00.00

516.33

+50.00517.54

+00.00

519.94

+00.00

-2.40%-2.42%

-4.68%

-7.24%(PLOTTED 20’ ABOVE DATUM)

SPECIAL DITCH LT.

SPECIAL DITCH RT.

508.00

+90.65

508.00

+94.46

R/W LEGEND

BEGIN L.A. R/W

END L.A. R/W

B

E

520

520

520

520

520

350+0

0

20+00 25+00

85+00

350+0

0

350+0

0

c:\p


ms87552\16la

001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

0:3

9 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCYY CEW

29

XXX

0900237

0900237

F.P.

GENERAL PLAN

BULB TEE BEAM BRIDGE

CONTINUOUS COMPOSITE PRESTRESSED

OVER S.R. 265.

ON UTICA SELLERSBURG ROAD

39’-4" CLEAR ROADWAY

SKEW: 36°00’00" RT

2 SPANS AT 125’-0" AND 110’-0"

LAYOUT

UTILITIES

COATING WILL BE PAID FOR AS A LUMP SUM.SHALL RECEIVE MASONRY COATING. MASONRY BOTTOM FLANGE OF ALL INTERIOR BEAMS FLANGE OF THE EXTERIOR BEAM, AND THE THE OUTSIDE FACE AND THE BOTTOM COPING TO THE FACE OF EXTERIOR BEAMS, UNDERSIDE OF THE DECK FROM THE FACE OF THE DECK COPING, THE BENTS, THE PEIRS, THE BARRIERS, THE ALL THE EXPOSED FACES OF THE END

PAID FOR AS A LUMP SUM.EPOXY SEALER. ALL SURFACE SEAL WILL BE SHALL BE SEALED WITH A PENETRATING BENT CAPS, THE PEIRS AND THE BARRIERS ALL THE EXPOSED FACES OF THE END

TO BE EPOXY COATED.STEEL IN DECK, BARRIER, AND END BENTS IN BARRIER TO BE CLASS "C". REINFORCING CONCRETE IN FLOOR SLAB, DIAPHRAGMS, AND

CRITERIA.GEOTECHNICAL REPORT AND PILE DRIVING SEE THE SPECIAL PROVISIONS FOR THE

OTHERWISE NOTED.ALL DIMENSIONS ARE IN FEET(ft) UNLESS

UNLESS NOTED.SHALL BE 4", AND 2" IN ALL OTHER PARTS FOOTING EXCEPT BOTTOM STEEL WHICH TOP AND 1" IN BOTTOM OF FLOOR SLAB, 3" IN REINFORCING STEEL COVER TO BE 2.5" IN

SITUATION PLANCONTOUR INTERVAL = 1’

1"=30’

LY-01

UTICA SELLERSBURG ROAD BRIDGE

LAYOUT

HORIZONTAL CURVE DATA


SR 265

W.B.L.

N86°44’3

6"W

LIN

E "A-W

B"

LIN

E "A"

N86°5

7’40"W

N87°3

0’2

6"W

SR 265 E.B.L.

N34°27’43"W

LINE "LS-2"

P.O.C. STA. 350+35.84 "A"

P.O.T. STA. 22+28.26 "LS-2"

EXISTING STRUCTURENO EXISTING STRUCTURE

S.E. = 2.60%E = 190.34’R = 8,200.00’L = 3,499.97’T = 1,777.04’

= 24° 27’ 19" RTP.I. 335+19.48 "A"

CURVE DATA

10

CLARK COUNTY

UTICA TOWNSHIP

ILLINOIS GRANT,SURVEY 24

532.9

8

19+00

532.9

8

19+00

522.9

535.16

535.16

523.2

537.18

20+00

537.18

20+00

523.4

538.8

0538.8

0

523.4

540.0

1

21+00

540.0

1

21+00

523.2

540.8

2540.8

2

523.0

541.22

22+00

541.22

22+00

522.4

541.22

541.22

522.2

540.8

2

23+00

540.8

2

23+00

522.1

540.0

1540.0

1

522.0

538.8

0

24+00

538.8

0

24+00

521.7

537.19

537.19

521.4

535.17

25+00

535.17

25+00

521.2

532.8

4532.8

4

521.1

530.5

0

26+00

530.5

0

26+00

521.1

520

530

540

550

560

500

520

530

540

550

560

500

PROFILE ON PROPOSED UTICA SELLERSBURG ROAD LINE "LS-2"

510510

1"=10’

L.V.C. = 300.00’

WWW

ELEV. = 540.40

36°00’00" RT.

ST

A. 21+04.7

7

ST

A. 23

+42.2

4

END BENT 1 PIER 2

END BENT 3

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

EXISTING GROUND LINE

MIN.

VE

RT. C

LR.

16’-10 1/

8"

SEE SHEET 4 FOR ALIGNMENT TIESMBJ

SKEW

(TYP)

LIN

E "A-E

B"

WALLMSE

WALLMSE

WALLMSE

WALLMSE

P.G. El. 537.21

STA. 21+06.00 "LS-2"

{ BEARING, BENT NO. 1

P.G. El. 535.16

STA. 23+41.00 "LS-2"

{ BEARING, END BENT NO. 3

S.E. = 2.60%E = 192.23’R = 8,132.92’L = 3,502.23’T = 1,778.69’ = 24° 40’ 23" RTP.I. 335+20.35 "LA-WB"

CURVE DATA

S.E. = 2.60%E = 179.05’R = 8,211.42’L = 3,398.83’T = 1,724.10’ = 23° 42’ 56" RTP.I. 334+68.04 "LA-EB"

CURVE DATA

WALLMSE

WALLMSE

PROPOSED PROFILE GRADE

P.V.I. STA. = 21+80.00

+3.44% -3.26%

MIN.

VE

RT. C

LR.

16’-9"

P.O.C. STA. 350+25.86 "LA-EB"

P.O.T. STA. 21+82.47 "LS-2"

P.O.C. STA. 350+49.27 "LA-WB"

P.O.T. STA. 22+79.68 "LS-2"

LIMITS

CONST.

LIMITS

CONST.

LIMITS

CONST.

LIMITS

CONST.

APPROACH (TYP.)R.C. BRIDGE

SEE INDEX SHEET, SHEET 2.

STRUCTURE LIMIT

P.O.T. STA. 22+31.00 "LS-2"

{ PIER NO. 2

P.O.T. STA. 22+23.50 "LS-2"

{ BRIDGE

c:\p


ms87552\16

ge001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

1:22 P

M

_US

ER_

DWG. NO. SHEET NO.

ofCYY

MBJ

CEW

PDO

29

XXX

0900237

0900237

350+0

0

20+00 25+00

350+0

0

350+0

0

EXISTING GROUND LINE

PIER NO. 2

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

MIN.

VE

RT. C

LR.

16’-10 1/

8"

BENT NO. 1

MSE WALL MSE WALL

BENT NO. 3

(TYP ALL CORNERS)GUARDRAIL TRANSITION TYPE TGB

CONCRETE BRIDGE RAIL(TYP ALL CORNERS)GUARDRAIL TRANSITION TYPE TGB

PROPOSED PROFILE GRADE

MIN.

VE

RT. C

LR.

16’-9"

HP PILE (TYP.)

SEMI-FIXED

INTEGRAL INTEGRAL

HP PILE (TYP.)

TRAVEL LANE

11’-0"

TRAVEL LANE

11’-0"

1’-6"

1’-6"

CLEAR ROADWAY

19’-8"

CLEAR ROADWAY

19’-8"

OUT TO OUT COPING

42’-4"

21’-2"

21’-2"

SHOULDER

8’-8"

3’-8"

4 SPACES @ 8’-9" = 35’-0"

3’-8"

SHOULDER

8’-8"

COPING

2"

RAIL

1’-4"

RAIL

1’-4"

COPING

2"

(TYP)

6"

CONC SLAB8" CLASS "C"

DELINEATOR (TYP)BARRIER

(TYP)2’-9"

2% 2%2% 2%

LINE "LS-2"GRADEPROFILE

BRIDGE RAILING TYPE "FC" (TYP)BARRIER CONCRETE

BEAM TYPEBT 66"X48" (TYP)PRESTRESSED BULB-TEE

SURFACE SEALLIMITS OF

SURFACE SEALLIMITS OF

DRIP BEAD (TYP) DIA HALF ROUND�"

PLAN

ELEVATION

1"=30’

GE-01

UTICA SELLERSBURG ROAD BRIDGE

GENERAL PLAN

TYPICAL SECTION


11’-0"

LA

NE

11’-0"

LA

NE

8’-0"

SH

OU

LD

ER

8’-0"

SH

OU

LD

ER

N34°27’43"W

LINE "LS-2"

LANES

24’-0"

S.R. 265 E.B.L.

S.R. 265

W.B.L.

21’-2

"21’-2

"

O.-

O. C

OPIN

G

42’-4"

CLE

AR

RO

AD

WA

Y

39’-4"

GENERAL NOTES

DESIGN DATA

237’-6" OUT TO OUT BRIDGE FLOOR

CLR

HORIZCLR

HORIZ

CLR

HORIZ

P.O.C. STA. 350+35.84 "A"

P.O.T. STA. 22+28.26 "LS-2"

SCALE: 3/16" = 1’-0"

BR. APPR.

20’-6" R.C.

MIN

33’-0 5/

8"MIN

25’-7 5/8"MIN

31’-2 3/4"

11

AS SHOWN

P.G. El. 537.21

STA. 21+06.00 "LS-2"


125’-0" { BEARING, BENT NO. 1 TO { PIER

P.G. El. 537.65

STA. 22+31.00 "LS-2"

{ PIER NO. 2

P.G. El. 535.16

STA. 23+41.00 "LS-2"


LIN

E "L

A-E

B"

LIN

E "A"

+3.44% -3.26%

STRUCTURE TO BE BUILT TO A 300’ VERTICAL CURVE

BR. APPR.

20’-6" R.C.

CLEARANCE POINT

MINIMUM VERTICAL

LIN

E "L

A-W

B"

LANES

VARIE

S

CLEARANCE POINT

MINIMUM VERTICALP.O.C. STA. 350+25.85 "LA-EB"

P.O.T. STA. 21+82.47 "LS-2"

P.O.C. STA. 350+49.27 "LA-WB"

P.O.T. STA. 22+79.68 "LS-2"

GENERAL PLAN

BULB TEE BEAM BRIDGE

CONTINUOUS COMPOSITE PRESTRESSED

OVER S.R. 265.

ON UTICA SELLERSBURG ROAD

39’-4" CLEAR ROADWAY

SKEW: 36°00’00" RT

2 SPANS AT 125’-0" AND 110’-0"

CONSTRUCTION LOAD

110’-0" { PIER TO { BEARING, BENT NO. 3

25’-8�"

CLR

HORIZ

MIN

WITH ARTICLE 702.21 OF SPECIFICATIONS (ESTIMATED QUANTITY = XX SFT).

EXPOSED FACES OF WINGWALLS, END BENTS AND TOP OF PIER CAP TO BE SEALED IN ACCORDANCE

UNDERSIDE OF BRIDGE FLOOR FROM COPING TO OUTSIDE FACE OF EXTERIOR BEAM, AND ALL

THE TOP OF ROADWAY SRUFACE FROM COPING LINE TO COPING LINE, FACE OF DECK COPINGS,

SEE THE SPECIAL PROVISIONS FOR THE GEOTECHNICAL REPORT AND PILE DRIVING CRITERIA.

EXCEPT BOTTOM STEEL WHICH SHALL BE 4", AND 2" IN ALL OTHER PARTS UNLESS NOTED.

REINFORCING STEEL COVER TO BE 2.5" IN TOP AND 1" IN BOTTOM OF FLOOR SLAB, 3" IN FOOTING

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

IN ACCORDANCE WITH 2

DESIGNED FOR 70 MPH HORIZONTAL WIND LOADING OF 50 LB/FTWIND LOAD:

4500 LB DISTRIBUTED OVER 10 FT ALONG THE COPING.FINISHING-MACHINE LOAD:

OVER 30-FT LENGTH OF THE DECK CENTERED WITH THE FINISHING MACHINE.

VERTICAL FORCE APPLIED AT A DISTANCE OF 6 IN. OUTSIDE THE FACE OF COPING

AND 75 LB/FT

EXTENDING 2 FT PAST THE EDGE OF COPING 2

DESIGNED FOR 20 LB/FTCONSTRUCTION LIVE LOAD:

FORMS, REMOVABLE DECK FORMS, AND 2-FT EXTERIOR WALKWAY.

FOR PERMANENTMETAL STAY-IN-PLACE DECK 2

DESIGNED FOR 15 LB/FTDECK FALSEWORK LOADS:

THE GIRDER BOTTOM FLANGE AND WEB.

THE BOTTOM OVERHANG BRACKETS WERE ASSUMED TO BE BRACED AGAINST THE INTERSECTION OF

BRACKETS WERE ASSUMED TO BE LOCATED 6 IN. PAST THE EDGE OF THE VERTICAL COPING FORM.

ASSUMED TO BE SUPPORTED 6 IN. OUTSIDE THE VERTICAL COPING FORM. THE TOP OVERHANG

OF THE DECK OVERHANG PAST THE EDGE OF THE EXTERIOR GIRDER. THE FINISHING MACHINE WAS

CONSTRUCTION LOADS SHOWN BELOW. CANTILEVER OVERHANG BRACKETS WERE ASSUMED FOR SUPPORT

THE EXTERIOR GIRDER HAS BEEN CHECKED FOR STRENGTH, DEFLECTION, AND OVERTURNING USING THE

P.O.T. STA 22+23.50 "LS-2"{ BRIDGE

Fy = 60,000 psiREINFORCING STEEL

f’c = 4,000 psiCLASS "C" CONCRETE

f’c = 3,500 psiCLASS "A" CONCRETE

f’c = 3,000 psiCLASS "B" CONCRETE

UNIT STRESSES:

DESIGN WITH A STRUCTURAL DEPTH OF 7 1/2" AND 0.5" INTEGRAL WEARING SURFACE.

FLOOR SLAB:

PERMANENT METAL DECK FORMS.

ACTUAL WEIGHT PLUS 35 LBS./SFT. FOR FUTURE WEARING SURFACE AND 15 LBS./SFT. FOR

DEAD LOAD:

INTERIMS.

THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, FIFTH EDITION, 2010, AND ITS SUBSEQUENT

SUPERSTRUCTURE AND SUBSTRUCTURE DESIGNED FOR HL-93 LOADING, IN ACCORDANCE WITH

LIVE LOAD:

00

00

2020

2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

510 510

520 520

500 500

12+50.00 12+50.00

510 510

520 520

500 500

12+80.00 12+80.00

510 510

520 520

500 500

13+00.00 13+00.00

520 520

510 510

13+50.00 13+50.00

STA. 12+50.00 TO 13+50.00

LINE "LS2"XS-1

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

12

3:16:1

520.6

3

520.6

3

R/

W

3:16:1

520.6

7

520.6

8

R/

W

c:\p


ms88276\DxsLS2001.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

2:0

4 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

29

00

00

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2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

520 520

510 510

14+00.00 14+00.00

510 510

520 520

530 530

500 500

14+50.00 14+50.00

510 510

520 520

530 530

500 500

15+00.00 15+00.00

510 510

520 520

530 530

500 500

15+50.00 15+50.00

STA. 14+00.00 TO 15+50.00

LINE "LS2"XS-2

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

13

3:16:1

520.8

2

520.8

2

R/

W

3:16:1

6:13:1

521.09

521.09

518.64

3:1

R/

W

R/

W

3:16:1

4:1 3:1

518.34

521.10

521.43

6:1

R/

W

R/

W

3:16:1 4:1 3:1

521.22

521.77

518.04

6:1

R/

W

R/

W

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

2:14 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

29

00

00

2020

2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

510 510

520 520

530 530

500 500

16+00.00 16+00.00

520 520

530 530

510 510

16+50.00 16+50.00

520 520

530 530

510 510

17+00.00 17+00.00

STA. 16+00.00 TO 17+00.00

LINE "LS2"XS-3

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

14

3:16:1

4:13:1

517.74

521.35

522.2

2

6:1

R/

W

R/

W

3:16:1

4:1

517.44

3:1

521.49

523.0

0

6:1

R/

W

R/

W

TE

MP. C

ONS

T. E

AS

M.

5:1

2.2% 0.6%10:1

519.67

9.3%3:1

521.75

524.13

4:1

517.14

3:1

6:1 6:1

0.6%

R/

W

R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

2:19 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

29

00

00

2020

2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

520 520

530 530

510 510

17+50.00 17+50.00

520 520

530 530

540 540

510 510

18+00.00 18+00.00

530 530

540 540

520 520

18+50.00 18+50.00

530 530

540 540

520 520

19+00.00 19+00.00

STA. 17+50.00 TO 19+00.00

LINE "LS2"XS-4

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

15

4:16:1 6:14:1 3:1

519.02

3:1

6:1

521.99

525.6

1

6:1

4:1

516.83

3:10.7%

R/

W

R/

W

TE

MP. C

ONS

T. E

AS

M.

4:16:1 6:14:1 3:1

518.72

3:1

6:1

527.3

3522.2

2

6:1

4:1 3:1

516.53

0.7%

R/

W

R/

W

TE

MP. C

ONS

T. E

AS

M.

4:16:1 6:14:1 1.0%

3:1

518.42

3:1

6:1 6:1

522.5

1529.0

5

4:1 3:1

516.23

R/

W

R/

W

TE

MP. C

ONS

T. E

AS

M.

4:16:1 4:1

6:1 1.8%

3:1

518.12

3:1

6:1 6:1

522.9

0530.7

7

4:1 3:1

515.93

R/

W

R/

W

R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

2:3

0 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

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29

00

00

2020

2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

530 530

540 540

520 520

19+50.00 19+50.00

520 520

530 530

540 540

510 510

20+00.00 20+00.00

520 520

530 530

540 540

510 510

20+50.00 20+50.00

STA. 19+50.00 TO 20+50.00

LINE "LS2"XS-5

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

16

4:16:1 4:1

6:1 2.5%

3:1

517.81

3:1

6:1 6:1

523.2

1532.4

9

3:1

515.62

3:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

4:16:1 6:1 4:1 3.8%

3:1

517.51

3:1

6:1

534.2

1523.4

3

6:1

515.32

5:1

3:1 TO S.R. 265 DRAINAGE DITCHR/

W

TE

MP. C

ONS

T. E

AS

M.

4:16:1 4:1

6:1 6.1%

3:1

517.21

3:1

6:1

523.4

0535.8

8

6:1

3:1R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

2:3

7 P

M

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ER_

DWG. NO. SHEET NO.

of

265-10-9595

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00

00

2020

2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

520 520

530 530

540 540

510 510

21+00.00 21+00.00

520 520

530 530

540 540

550 550

510 510

21+50.00 21+50.00

520 520

530 530

540 540

550 550

510 510

22+00.00 22+00.00

STA. 21+00.00 TO 22+00.00

LINE "LS2"XS-6

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

17

5:17:1 5:1

7:120:1

3:1

516.91

3:1

6:1

523.2

3537.10

R/

W

523.0

2

537.7

6

TO S.R. 265 DRAINAGE DITCH

R/

W

3:1 3:1

516.61

522.3

7537.8

6

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

4:0

3:3

6 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

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8080

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100100

100100

120120

120120

140140

140140

160160

160160

520 520

530 530

540 540

550 550

510 510

22+50.00 22+50.00

520 520

530 530

540 540

550 550

510 510

23+00.00 23+00.00

520 520

530 530

540 540

510 510

23+50.00 23+50.00

STA. 22+50.00 TO 23+50.00

LINE "LS2"XS-7

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

18

522.2

4

537.4

1

522.13

536.3

9534.8

6522.0

4

6:1

3:1

512.88

3:1


R/

W

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

2:5

5 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

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00

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2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

520 520

530 530

540 540

510 510

24+00.00 24+00.00

520 520

530 530

540 540

510 510

24+50.00 24+50.00

510 510

520 520

530 530

540 540

500 500

25+00.00 25+00.00

STA. 24+00.00 TO 25+00.00

LINE "LS2"XS-8

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

19

3:1

6:1

533.2

4521.75

6:1

3:1

3:1

513.17


R/

W

513.71

3:1

6:1

531.61

521.44

6:1

3:1

513.46

3:13:1

R/

W

3:1

516.86

3:1

6:1

529.9

8521.20

6:1

3:1

4:1

513.75

3:1

R/

W

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

3:0

4 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

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4040

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6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

510 510

520 520

530 530

540 540

500 500

25+50.00 25+50.00

510 510

520 520

530 530

500 500

26+00.00 26+00.00

510 510

520 520

530 530

500 500

26+50.00 26+50.00

STA. 25+50.00 TO 26+50.00

LINE "LS2"XS-9

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

20

3:1

517.16

3:1

6:1

528.3

5521.06

6:1

514.04

3:1

3:1 R/

WR/

W

R/

W

3:1

517.46

3:1

6:1

526.7

2521.07

6:1

3:1

514.33

3:1

R/

WR/

W

R/

W

3:1

517.77

3:1

6:1

525.10

521.07

6:1

3:1

514.62

3:1

R/

W

R/

W

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

3:13

PM

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

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00

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2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

510 510

520 520

530 530

500 500

27+00.00 27+00.00

510 510

520 520

530 530

500 500

27+50.00 27+50.00

510 510

520 520

530 530

500 500

28+00.00 28+00.00

STA. 27+00.00 TO 28+00.00

LINE "LS2"XS-10

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

21

3:1

518.07

3:16:1

521.08

523.5

6

6:13:1

3:1

514.91

R/

W

R/

W

3:1

518.37

4:16:1

522.4

0521.11

6:1 3:1

3:1

515.20

R/

W

R/

W

3:1

518.67

5:1

521.62

521.14

6:1

3:13:1

516.04

6:1

R/

W

R/

W

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

3:2

1 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

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00

00

2020

2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

510 510

520 520

530 530

500 500

28+50.00 28+50.00

520 520

530 530

510 510

29+00.00 29+00.00

510 510

520 520

530 530

500 500

29+50.00 29+50.00

STA. 28+50.00 TO 29+50.00

LINE "LS2"XS-11

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

22

4:1

518.97

7:1

521.24

521.21

6:13:1

3:1

516.97

6:1 R/

W

R/

W

4:1

519.27

521.37

521.24

6:1 4:13:1

517.90

6:19:1

R/

WR/

W

4:1

519.57

521.53

521.53

6:1 4:14:1

518.84

6:19:1

R/

W

R/

W

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

3:3

2 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

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00

00

2020

2020

4040

4040

6060

6060

8080

8080

100100

100100

120120

120120

140140

140140

160160

160160

520 520

530 530

510 510

30+00.00 30+00.00

520 520

530 530

510 510

30+50.00 30+50.00

520 520

530 530

510 510

31+00.00 31+00.00

520 520

510 510

31+50.00 31+50.00

STA. 30+00.00 TO 31+50.00

LINE "LS2"XS-12

CROSS SECTIONS

1" = 10’

1" = 10’

WWM

PDO

CEW

WWM

23

4:1

519.94

6:1

521.84

521.84

5:1

519.77

4:16:1

R/

W

R/

W

R/

W

R/

W

c:\p



12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

3:3

6 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

29

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

80

80

520 520

80+00.00 80+00.00

510 510

530 530

80+50.00 80+50.00

530 530

520 520

520 520

81+00.00 81+00.00

520 520

530 530

81+50.00 81+50.00

STA. 80+00.00 TO 81+50.00

LINE "D1"

CROSS SECTIONS

1" = 5’

1" = 5’

WWM

PDO

CEW

WWM

24XS-13

530 530

4:1

522.2

6

4:1

7.0%

6:1

519.8

5

6:1

0.7%

R/

W

TE

MP. C

ONS

T. E

AS

M.

4:1

521.99

4:1

518.99

6:1

519.4

4

6:1

4:10.7%

R/

W

TE

MP. C

ONS

T. E

AS

M.

4:1

521.72

518.99

6:1

519.6

2

6:14:1

3:10.7%

R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p


ms88276\Dxs

D10

01.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

4:14 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

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00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

80

80

520 520

510 510

82+00.00 82+00.00

520 520

82+50.00 82+50.00

520 520

83+00.00 83+00.00

530 530

520 520

83+50.00 83+50.00

STA. 82+00.00 TO 83+50.00

LINE "D1"

CROSS SECTIONS

1" = 5’

1" = 5’

WWM

PDO

CEW

WWM

25XS-14

518.82

4:16:1

520.3

5

6:14:1

3:10.7%

R/

W

TE

MP. C

ONS

T. E

AS

M.

521.67

522.4

5

0.7%

518.51

4:16:1

521.22

6:14:1

3:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

523.2

4

1.5%

518.21

4:16:1

521.98

6:14:1

3:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

524.0

3

2.2%

517.91

3:1

4:16:1

522.8

1

6:14:1

3:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p


ms88276\Dxs

D10

01.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

4:2

8 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

29

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

80

80

520 520

510 510

84+00.00 84+00.00

520 520

530 530

510 510

84+50.00 84+50.00

520 520

530 530

510 510

85+00.00 85+00.00

STA. 84+00.00 TO 85+00.00

LINE "D1"

CROSS SECTIONS

1" = 5’

1" = 5’

WWM

PDO

CEW

WWM

26XS-15

3.2%

517.61

3:1

524.8

2

4:16:1

523.5

2

6:14:1

3:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

525.3

5

5.2%

3:1

3:1

517.30

4:16:1

524.10

6:14:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

525.3

5

5.4%

516.92

3:1

4:16:1

524.2

0

6:1 4:1

3:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p


ms88276\Dxs

D10

01.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

4:3

2 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

29

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

80

80

530 530

520 520

85+50.00 85+50.00

520 520

530 530

510 510

86+00.00 86+00.00

520 520

510 510

86+50.00 86+50.00

STA. 85+50.00 TO 86+50.00

LINE "D1"

CROSS SECTIONS

1" = 5’

1" = 5’

WWM

PDO

CEW

WWM

27XS-16

524.8

2

4:16:1 6:1 4:1

523.8

2

R/

W

TE

MP. C

ONS

T. E

AS

M.

523.7

7

4:16:1

522.7

3

6:1 4:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

522.4

5

4:16:1

521.55

6:14:1

R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p


ms88276\Dxs

D10

01.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

4:4

3

PM

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

29

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

80

80

520 520

510 510

87+00.00 87+00.00

520 520

510 510

87+50.00 87+50.00

520 520

510 510

88+00.00 88+00.00

520 520

510 510

88+50.00 88+50.00

STA. 87+00.00 TO 88+50.00

LINE "D1"

CROSS SECTIONS

1" = 5’

1" = 5’

WWM

PDO

CEW

WWM

28XS-17

4:1

521.13

6:1

520.6

0

6:14:1

519.94 519.94

R/

W

TE

MP. C

ONS

T. E

AS

M.

519.8

2

4:1 6:1

519.8

4

6:1 4:1

518.74 518.74

R/

W

TE

MP. C

ONS

T. E

AS

M.

4:1

518.5

0

6:1

518.4

3

6:1 4:1

517.54 517.54

R/

W

TE

MP. C

ONS

T. E

AS

M.

4:1

517.18

6:1

517.0

0

6:1 4:1

516.33 516.33

R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p


ms88276\Dxs

D10

01.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

4:4

7 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

29

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

80

80

520 520

510 510

89+00.00 89+00.00

510 510

500 500

89+50.00 89+50.00

510 510

500 500

90+00.00 90+00.00

500 500

90+50.00 90+50.00

STA. 89+00.00 TO 90+50.00

LINE "D1"

CROSS SECTIONS

1" = 5’

1" = 5’

WWM

PDO

CEW

WWM

29XS-18

514.7

7

4:16:1

515.0

8

6:1 4:1

513.99 513.99

R/

WTE

MP. C

ONS

T. E

AS

M.

511.16

4:1 6:1

510.7

4

6:1

510.37

4:1

510.37

R/

W

TE

MP. C

ONS

T. E

AS

M.

508.6

7

4:1

508.6

7

4:1 R/

W

TE

MP. C

ONS

T. E

AS

M.

c:\p


ms88276\Dxs

D10

01.dgn

12/29/2011

INDIANA


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

3:5

4:5

8 P

M

_US

ER_

DWG. NO. SHEET NO.

of

265-10-9595

0900237

XXX 0900237

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bridge plans - indiana · 2020-07-09 · 9750 ormsby station road, suite 210 ... contract project...

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