2421 173 Street, Hammond, Indiana. 46323Phone: (219) 844 8680 Fax: (219) 844 7754

rd

e-mail: mail@niesengineering.comY o u r V i s i o n O u r F o c u s

INDIANA

DEPARTMENT OF

TRANSPORTATION

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2014

TO BE USED WITH THESE PLANS

PROJECT LOCATION SHOWN BY

DESIGNATION

CONTRACT

SHEETS

of

PROJECT

1382659

R-36386

1 27

1382659

NIES ENGINEERING, INC. 219-844-8680

DESIGN DATA

TRAFFIC DATA

LATITUDE: 41°42'20" N LONGITUDE: 87°31'18" W

PROJECT

DESIGNATION

CONTRACT

1382659 1382659

R-36386

SHARED USE PATH

PROJECT NO. 1382659

NET LENGTH: 3,198 ft. (0.61 mi.) GROSS LENGTH: 3,198 ft. ( 0.61 mi.)

MAX. GRADE: 11.0%

(PART OF THE MARQUETTE GREENWAY TRAIL)

NOT FOR

CONSTRUCTION

Thomas McDermott, Jr. Mayor

Stanley J. Dostatni President

Heather Garay Vice President

Kevin Margraf Member

CITY OF HAMMONDBOARD OF PUBLIC WORKS AND SAFETY

BEGINNING AT THE ILLINOIS STATE LINE ON THE WEST AND GOING SOUTHEAST ALONG THE SOUTH PROPERTY LINE OFTHE FORMER STATE LINE GENERATING PLANT TO THE WEST END OF THE HAMMOND MARINA PARKING LOT, SECTION 36,

T-38-N, R-10-W, NORTH TOWNSHIP, LAKE COUNTY, INDIANA.

REPRESENTS GENERAL NOTES REQUIRED

GENERAL NOTES

SHEET NO.

REVISIONSDATE REVISED

UTILITIESAll Earth shoulders, median areas, and cut and fill slopes shall be plain or mulched seeded except where sodding is

specified.

INDIANADEPARTMENT OF TRANSPORTATION

MARQUETTE GREENWAYINDEX SHEET

ELECTRIC & GASNIPSCOEmergency 800.634.3524

ComEdEmergency 800.334.7661, Ext. 1

HAMMOND SANITARY DIST.5143 Columbia Ave.Hammond, IN 46327219.853.6413Marty Wielgos

HAMMOND WATER DEPT.6505 Columbia AvenueHammond, Indiana 46320Bruce Long219.931.0879

NOT FOR

CONSTRUCTION

Quantities for topsoil and seed are within the limits of proposed right of way

All areas disturbed outside the limits of construction shall be restored at contractors expense

Mulched seeding is to be placed as soon as possible after finished grade is established to limit erosion

This set of plans shall not be construed to be a property retracement survey. Where apparent right-of-way lines,

property lines and corners, and/or section line and corner information is shown, it is based upon physical evidence

or on governmental section map information.

The utilities shown on the plans are for reference only. It is the contractors responsibility to contact all utility

companies at least two (2) weeks prior to any construction and to determine the exact locations of all utilities.

HAMMOND SEWER DEPT.5143 Columbia Ave.Hammond, IN 46327219.853.6413 Ext. 635Jack Smith

SHEET NO.

INDEXDESIGNATION

INDIANADEPARTMENT OF TRANSPORTATION

TYPICAL CROSS SECTIONSNOT FOR

CONSTRUCTION

EXISTING TREE

EXISTING TELEPHONE BOX

BENCHMARK

EXISTING FIRE HYDRANT ASSEMBLY

EXISTING CATCH BASIN

EXISTING UTILITY POLE

EXISTING GUY WIRE

EXISTING WATER VALVE

PROPERTY CORNER

EXISTING GAS

EXISTING TELEPHONE

EXISTING SANITARY

EXISTING STORM

EXISTING WATERMAIN

EXISTING CHAIN LINK FENCE

EXISTING WOODEN FENCE

RIGHT-OF-WAY

CONCRETE CURB RAMP

9 IN. PCCP FOR APPROACHES ON SUBGRADE TREATMENT TYPE II

(6 IN. COARSE AGGREGATE NO. 53)

6" COMPACTED AGGREGATE FOR SHOULDER

PAVEMENT CROSS SECTION:

HMA for Sidewalk Consisting of

140 lb/sys HMA Surface Type A, on

220 lb/sys HMA Intermediate, Type A, on

6" Compacted Aggregate No. 53 Base, on

Subgrade Treatment Type III (6" of Soil Compacted to the Density and

Moisture Requirement)

SAWCUT, FULL DEPTH

SODDING ON TOPSOIL, 4 in.

TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, 24"

SOLID LINE, THERMOPLASTIC, WHITE, 4 in.

SOLID LINE, THERMOPLASTIC, YELLOW, 4 in.

LEGEND

R1-1, SIGN, "STOP", 30"x30"

R5-3, SIGN, "NO MOTOR VEHICLES", 24"x24"

D11-1, SIGN, "BIKE ROUTE", 24"x18"

M6-2, SIGN, "DIRECTION ARROW", 24"x12"

BOLLARD, REMOVABLE, 6" X 6" X 7'-0" SOUTHERN

YELLOW PINE, 36" ABOVE GROUND

PVI STA = 10+00.00

 ELEV =  585.958

PVI STA = 10+13.82

 ELEV =  586.125

PVI STA = 10+42.04

 ELEV =  586.266

PVI STA = 11+55.06

 ELEV =  585.136

PVI STA = 11+87.41

 ELEV =  585.298

PVI STA = 14+45.90

 ELEV =  585.653

PVI STA = 14+60.56

 ELEV =  585.491

PVI STA = 15+45.22

 ELEV =  585.854

PVI STA = 15+52.59

 ELEV =  585.485

PVI STA = 15+89.32

 ELEV =  585.670

PVI STA = 15+96.95

 ELEV =  585.896

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

PLAN AND PROFILESTA: 10+00 - 16+00

NOT FOR

CONSTRUCTION

10+

37.68,7.80' Lt M

anhole

9+

98.01,8.33' Rt M

anhole

11+

06.51,20.78 Lt Tow

er

11+

17.10,43.57 Lt Tow

er

11+

72.59,9.97 Rt M

anhole

12+

69.74,11.80' Rt U

tility Pole

12+

90.00,14.39' Lt U

tility Pole

13+

39.32,15.81' Lt M

anhole

14+

68.93,8.31' Rt Catch Basin

14+

98.43,15.98' Lt U

tility Pole

15+

11.27,13.08' Lt M

anhole

10'

20' R/W

Prop R/W

Prop R/W

Curve #1

CURVE DATA #1

P.I. 12+74.07

N 2353025.4675

E 2832494.2118

= 9

o

20'18" LT.

R = 300'

T = 24.50'

L = 48.90'

E = 1.00'

Curve #2

CURVE DATA #2

P.I. 14+60.56

N 2352907.5548

E 2832638.8847

= 11

o

12'02" RT.

R = 300'

T = 29.42'

L = 58.65'

E = 1.44'

Exist Private Railroad

11+

34.35,45.55' Lt Fence

10+

96.76,86.91' Lt Fence

E

x

i

s

t

.

A

s

p

h

a

l

t

D

r

i

v

e

10+

73.85,15.11' Lt Bld Corner

10+

51.44,16.07' Lt Bld Corner

⅊ Commonwealth Edison of IN

9+

95.80,15.58' Rt State Line M

onum

ent

+P.C.

10'

+P.C.

10'

+P.C.

10'

+P.C.

10'

+P.T.

10'

+P.T.

10'

+P.T.

10'

+P.T.

10'

BEGIN PROJECT

STA 10+00.00

10

11

12

13

14

15

16

TBM-1

TBM-1 Iron Rod w/ Cap

STA. 13+30.51', 19.33 Rt

N = 2352974.79

E = 2832525.79

Elev. = 585.74

CURB RAMP

PCCP FOR APPROACHES

PAVEMENT SECTION

SAWCUT

SODDING ON TOPSOIL

LEGEND

Gates To Be Removed By OwnerSTA.9+93.85, 4.62' Rt to STA. 10+05.50, 5.38' Lt.

BOLLARD

STA. 10+16.82

PVI STA = 18+99.53

 ELEV =  586.376

PVI STA = 20+01.81

 ELEV =  586.445

PVI STA = 20+70.57

 ELEV =  586.344

PVI STA = 21+01.84

 ELEV =  586.261

PVI STA = 21+92.62

 ELEV =  586.200

PVI STA = 22+13.17

 ELEV =  586.973

PVI STA = 21+82.02

 ELEV =  586.450

PVI STA = 21+51.58

 ELEV =  586.108

PVI STA = 21+60.71

 ELEV =  586.570

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

PLAN AND PROFILESTA: 16+00 - 22+30

NOT FOR

CONSTRUCTION

17+

08.17,15.60' Lt U

tility Pole

19+

16.73,14.87' Lt U

tility Pole

19+

80.35,23.53' Rt Catch Basin

19+

80.94,18.70' Rt M

anhole

21+

28.02,5.00' Rt U

tility Pole

10'

20' R/W

Prop R/W

Prop R/W

CURVE DATA #3

P.I. 20+85.93

N 2352425.2817

E 2833038.1156

= 29

o

55'57"

R = 100'

T = 26.13'

L = 53.78'

E = 3.51'

CURVE DATA #4

P.I. 21+41.09

N 2352405.5962

E 2833090.9224

= 29

o

41'46"

R = 100'

T = 27.26'

L = 53.32'

E = 3.45'

Curve #3

Curve #4

Exist Private Railroad

22+

02.03,11.23' Lt Conc W

all

21+

10.79,17.20' Lt Fence Corner

21+

19.50,17.50' Lt Fence Corner

+P.C.

10'

+P.C.

10'

P.R.C.

10'

P.R.C.

10'

+55.43

10'

+52.27

29.24'

P.T.

10'

+11.58

30'

+11.62

10'

+86.62

30'

+86.62

10'

17

18

19

20

21

22

See Detail Sheet 10

TBM-3 Iron Rod w/ Cap

STA. 21+98.30', 5.28 Lt

N = 2352364.61

E = 2833132.03

Elev. = 586.21

TBM-2 Iron Rod w/ Cap

STA. 17+18.83', 27.05 Rt

N = 2352640.44

E = 2832824.88

Elev. = 585.80

TBM-2

TBM-3

+72.32, CLASS IV Dr

W = 21.06'; L = 50'

16

STA.10+73.75, 9' Lt to STA. 37+06.11, 9' Lt.

CURB RAMP

PCCP FOR APPROACHES

PAVEMENT SECTION

SAWCUT

SODDING ON TOPSOIL

LEGEND

BOLLARD

+42.01

34.14'

+36.37

10'

P.T.

10'

Temp. R/W

Temp. R/W

PVI STA = 22+97.30

 ELEV =  586.438

PVI STA = 23+06.07

 ELEV =  585.999

PVI STA = 25+00.01

 ELEV =  586.712

PVI STA = 27+41.26

 ELEV =  586.410

PVI STA = 28+15.92

 ELEV =  586.467

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

PLAN AND PROFILESTA: 22+30 - 28+50

NOT FOR

CONSTRUCTION

10'

20' R/W

Prop R/W

Prop R/W

22+

82.46,16.45' Rt U

tility Pole

22+

78.90,16.53' Rt H

and H

ole

24+

82.70,16.04' Rt U

tility Pole

25+

88.18,21.82' Rt M

an H

ole

26+

84.58,15.24' Rt U

tility Pole

Exist

Exist Private Railroad

23+

73.70,23.94' Lt Tank

27+

17.22,31.38' Lt Bldg Corner

23

24

25

26

27

28

Edge of Gravel

TBM-4 Iron Rod w/ Cap

STA. 25+59.30', 48.88 Rt

N = 2352052.87

E = 2833321.95

Elev. = 586.80

TBM-4

STA.10+73.75, 9' Lt to STA. 37+06.11, 9' Lt.

CURB RAMP

PCCP FOR APPROACHES

PAVEMENT SECTION

SAWCUT

SODDING ON TOPSOIL

LEGEND

BOLLARD

PVI STA = 28+66.59

 ELEV =  586.153

PVI STA = 29+00.50

 ELEV =  586.410

PVI STA = 30+15.97

 ELEV =  586.284

PVI STA = 30+67.14

 ELEV =  586.216

PVI STA = 31+03.62

 ELEV =  585.944

PVI STA = 31+89.67

 ELEV =  586.331

PVI STA = 32+65.63

 ELEV =  586.269

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

PLAN AND PROFILESTA: 28+50 - 33+00

NOT FOR

CONSTRUCTION

28+

87.56,14.04' Rt U

tility Pole

30+

89.60,14.59' Rt U

tility Pole

31+

47.16,22.12' Rt M

anhole

32+

67.13,13.95' Rt Pole

32+

73.92,1.32' Lt Pole

32+

76.84,16.15' Rt Pole

32+

85.67,18.08' Rt U

tility Pole

29+

18.39,24.10' Lt Tow

er

10'

20' R/W

Prop R/W

Prop R/W

Exist

Curve #5

CURVE DATA #5

P.I. 32+96.75

N 2351517.3028

E 2833833.1375

= 38

o

21'05"

R = 100'

T = 34.73'

L = 66.89'

E = 5.87'

Exist Private Railroad

28+

94.46,36.50' Lt Bldg Corner

+P.C.

10'

29

30

31

32

33

STA.10+73.75, 9' Lt to STA. 37+06.11, 9' Lt.

CURB RAMP

PCCP FOR APPROACHES

PAVEMENT SECTION

SAWCUT

SODDING ON TOPSOIL

LEGEND

BOLLARD

+96.94

8.30'

+19.09

11.45'

+38.41

8.31'

+P.C.

+63.05

9.86'

Prop R/W

Prop R/W

Prop R/W

PVI STA = 35+33.71

 ELEV =  587.350

PVI STA = 36+26.51

 ELEV =  587.179

PVI STA = 36+99.86

 ELEV =  586.376

PVI STA = 37+98.31

 ELEV =  586.707

PVI STA = 38+26.10

 ELEV =  588.986

PVI STA = 38+16.10

 ELEV =  588.486

PVI STA = 38+48.90

 ELEV =  591.265

PVI STA = 35+25.69

 ELEV =  586.843

PVI STA = 35+61.86

 ELEV =  587.850

PVI STA = 35+69.94

 ELEV =  587.777

PVI STA = 35+00.97

 ELEV =  586.920

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

PLAN AND PROFILESTA: 33+00 - 39+00

NOT FOR

CONSTRUCTION

10'

20' R/W

Prop R/W

Prop R/W

CURVE DATA #6

P.I. 35+34.50

N 2351466.4967

E 2834076.4626

= 71

o

18'20"

R = 100'

T = 71.73'

L = 124.45'

E = 23.07'

CURVE DATA #7

P.I. 37+49.82

N 2351242.4801

E 2834103.5738

= 33

o

06'05"

R = 100'

T = 29.72'

L = 57.77'

E = 4.32'

Curve #6

Curve #7

37+

23.33,29.86' Rt Bollard

37+

18.07,11.62' Rt Bollard

36+

06.24,113.12' Rt Pole

36+

46.70,73.72'

Rt Tow

er

Exist Asphalt Driveway

Exist AGG Driveway

Remove Exist. Fence

Sta 37+05.42, 10.00 Lt

to Sta 37+19.29, 10.00 Rt

Limits of Sod Sta 37+12.35

+P.C.

10'

+P.C.

10'

+P.C.

10'

+P.C.

10'

+27.46

10'

+25.28

28.42'

+01.30

25.57'

+23.64

10'

+30.08

30.64'

+28.99

10'

+59.37

30.51'

+63.86

10'

+P.T.

10'

+P.T.

10'

+P.C.

10'

+P.C.

10'

+P.T.

10'

+P.T.

10'

33

34

35

36

37

38

39

See Detail Sheet 10

Remove Exist

Asphalt Trail

Exist ⅊

+47.84, CLASS IV Dr.

W = 27.95'; L = 50'

Clear Right of Way

STA.10+73.75, 9' Lt to STA. 37+06.11, 9' Lt.

CURB RAMP

PCCP FOR APPROACHES

PAVEMENT SECTION

COMPACTED AGGREGATE

SAWCUT

LEGEND

SODDING ON TOPSOIL

BOLLARD

Tem

p. R/W

Tem

p. R/W

Tem

p. R/W

T

e

m

p

.

R

/

W

Tem

p. R/W

Tem

p. R

/W

Exist. Gate

Exist Brick Pavers

PVI STA = 39+47.28

 ELEV = 591.120

PVI STA = 40+16.59

 ELEV =  591.273

PVI STA = 40+03.26

 ELEV =  591.458

PVI STA = 40+37.65

 ELEV =  591.093

PVI STA = 41+05.00

 ELEV =  591.497

PVI STA = 41+20.00

 ELEV =  591.501

PVI STA = 41+94.00

 ELEV =  590.375

PVI STA = 41+98.29

 ELEV =  590.411

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

PLAN AND PROFILESTA: 39+00 - 41+97.88

NOT FOR

CONSTRUCTION

40+

13.39,9.09' Rt Tree, 8"

40+

13.62,5.90' Lt Tree, 8"

40+

29.09,15.21' Rt Tree, 8"

40+

32.46,13.25' Rt Tree, 8"

40+

36.32,21.51' Rt Tree, 8"

40+

45.53,19.69' Rt Tree, 8"

40+

46.72,32.82' Rt Tree, 8"

40+

57.26,0.55' Rt Tree, 8"

40+

60.85,38.33' Rt Tree, 8"

40+

72.71,15.93' Rt Tree, 8"

41+

71.50,8.00' Rt Sign

42+

15.52,8.00' Lt Sign

10'

20' R/W

Prop R/W

Prop R/W

CURVE DATA #8

P.I. 39+86.10

N 2351059.2204

E 2834257.357

= 44

o

48'17"

R = 100'

T = 41.22'

L = 78.20'

E = 8.16'

CURVE DATA #9

P.I. 41+92.88

N 2350849.1711

E 2834239.7075

= 46

o

04'11"

R = 100'

T = 39.46'

L = 75.17'

E = 7.50'

Curve #8

Curve #9

Exist Deck / Boardwalk To

Be Removed By Others

Remove Exist 8" Tree

Remove Exist Curb From

STA:41+75.31,10.00 Rt to

STA:42+27.87,5.00 Lt

Exist. Brick Pavers

Exist. Asphalt Path

Edge Of Trail To Match

Top Of Exist Curb

See Detail

Sheet xx

41+

75.31,10.00' Rt Curb

42+

27.87,5.00' Lt Curb

Existing Curb

E

x

i

s

t

.

M

u

l

t

i

u

s

e

P

a

t

h

Exist. Multiuse Path

+P.C.

10'

+P.C.

10'

+P.T.

10'

+P.T.

10'

+P.C.

10'

+P.C.

10'

+75.31

10'

+27.87

5'

+27.87

10'

END PROJECT

STA 41+97.88

39

40

41

42

Exist. Asphalt Parking Lot

TBM-5 Mag Nail

STA. 41+02.16', 114.92 Rt

N = 2350951.07

E = 2834132.94

Elev. = 591.18

TBM-5

Limits of Sod Sta 41+97.88

Remove Exist Asphalt Trail

Remove Exist 8" Tree

Sta. 40+21.46, 5' Rt to Sta. 40+48.16, 5' Rt.

Sta. 41+07.08, 5' Lt to Sta. 41+21.65, 5' Lt.

Sta. 41+02.22, 5' Rt to Sta. 41+17.20, 5' Rt.

STA. 41+84.20, 5.45' Rt to STA. 42+27.87, 4.5' Lt.

Remove Exist. Fence

Sta 41+60.91, 10.00 Rt

to Sta 41+94.11, 10.00 Lt

CURB RAMP

PCCP FOR APPROACHES

PAVEMENT SECTION

SAWCUT

SODDING ON TOPSOIL

LEGEND

BOLLARD

STA. 41+73.92

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

DRIVEWAY DETAILSNOT FOR

CONSTRUCTION

Edge of Existing Pavement

Edge of Existing Gravel

+70.88, CLASS IV Dr

W = 21.30'; L = 50'

21+

00

+44.83

28.16' Lt

ELEV. = 585.90

+81.62

25.00' Lt

ELEV. = 585.70

+32.45

25.00' Rt

ELEV. = 586.90

9 IN. PCCP FOR APPROACHES ON SUBGRADE TREATMENT TYPE II

(6 IN. COARSE AGGREGATE NO. 53)

AGGREGATE SHOULDER

PAVEMENT SECTION

SAWCUT

LEGEND

+47.42, CLASS IV Dr

W = 27.95'; L = 50'

35+

00

75' R

125' R

20' R

35+

50

36+

00

21+

50

22+

00

22+

50

+81.61

5.00' Lt

+81.61

3.91 Lt

ELEV. = 586.50

+83.70

5.00' Rt

ELEV. = 586.40

+00.88

16.09' Rt

+06.61

16.30' Rt

ELEV. = 586.40

+06.59

25.00' Rt

ELEV. = 586.30

+59.83

24.81' Rt

ELEV. = 586.30

+61.31

5.18' Rt

ELEV. = 586.52

+61.32

5.00' Rt

+61.32

5.00' Lt

ELEV. = 586.62

+45.35

17.41' Lt

+45.35

17.41' Lt

ELEV. = 585.60

20' R

+33.17

5.00' Rt

ELEV. = 587.30

+33.43

5.00' Lt

ELEV.= 587.40

+33.82

25.00' Lt

ELEV. = 587.70

+56.32

25.00' Lt

ELEV.= 588.00

+60.29

5.00' Lt

ELEV.= 587.90

+62.92

5.00' Rt

ELEV.= 587.80

+85.68

25.00' Rt

ELEV.= 587.610

+19.99

6.45' Rt

Edge of Existing Aggregate Road

Edge of Existing Pavement

Edge of Existing Aggregate Road

20' R

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

EROSION AND SEDIMENT CONTROLDETAILS

NOT FOR

CONSTRUCTION

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

EROSION AND SEDIMENT CONTROLSTA: 10+00 - 22+30

NOT FOR

CONSTRUCTIONSILT FENCE

Prop Silt Fence

Prop Silt Fence

Prop Concrete Washout

Prop Construction Entrance

10

11

12

13

14

15

16

17

18

19

20

21

22

16

BEGIN PROJECT

STA 10+00.00

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

EROSION AND SEDIMENT CONTROLSTA: 22+30 - 33+00

NOT FOR

CONSTRUCTIONSILT FENCE

Prop Silt Fence

Prop Silt Fence

23

24

25

26

27

28

29

30

31

32

33

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

EROSION AND SEDIMENT CONTROLSTA: 33+00 - 41+97.88

NOT FOR

CONSTRUCTION

Prop Silt Fence

Prop Silt Fence

Prop Concrete Washout

SILT FENCE

33

34

35

36

37

38

39

39

40

41

42

END PROJECT

STA 41+97.88

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

SIGNING AND PAVEMENT MARKING DETAILS

NOT FOR

CONSTRUCTION

TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, 24 in.

TRANSVERSE MARKING, PREFORMED PLAST, STOP LINE, 24 IN.

SOLID LINE, THERMOPLASTIC, WHITE, 4 in.

SOLID LINE, THERMOPLASTIC, YELLOW, 4 in.

R1-1, SIGN, "STOP", 30"x30"

R1-1, SIGN, "STOP", 18"x18"

R5-3, SIGN, "NO MOTOR VEHICLES", 24"x24"

D11-1, SIGN, "BIKE ROUTE", 24"x18"

M6-2, SIGN, "DIRECTION ARROW", 12"x9"

LEGEND

10

11

12

13

14

15

16

17

18

19

20

21

22

16

BEGIN PROJECT

STA 10+00.00

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

SIGNING AND PAVEMENTMARKING DETAILS

NOT FOR

CONSTRUCTION

SOLID LINE, THERMOPLASTIC, WHITE, 4 in.

SOLID LINE, THERMOPLASTIC, YELLOW, 4 in.

LEGEND

23

24

25

26

27

28

29

30

31

32

33

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

SIGNING AND PAVEMENTMARKING DETAILS

NOT FOR

CONSTRUCTION

LEGEND

33

34

35

36

37

38

39

39

40

41

42

R1-1, SIGN, "STOP", 30"x30"

R1-1, SIGN, "STOP", 18"x18"

R5-3, SIGN, "NO MOTOR VEHICLES", 24"x24"

D11-1, SIGN, "BIKE ROUTE", 24"x18"

M6-2, SIGN, "DIRECTION ARROW", 12"x9"

END PROJECT

STA 41+97.88

TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, 24 in.

TRANSVERSE MARKING, PREFORMED PLAST, STOP LINE, 24 IN.

SOLID LINE, THERMOPLASTIC, WHITE, 4 in.

SOLID LINE, THERMOPLASTIC, YELLOW, 4 in.

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

SIGN AND POSTSUMMARY TABLE

NOT FOR

CONSTRUCTION

R1-1, SIGN, "STOP", 30"x30"

R5-3, SIGN, "NO MOTOR VEHICLES", 24"x24"

D11-1, SIGN, "BIKE ROUTE", 24"x18"

M6-2, SIGN, "DIRECTION ARROW", 24"x12"

LEGEND

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

SUMMARY OF QUANTITIESAND APPROACH TABLE

NOT FOR

CONSTRUCTION

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

CROSS - SECTIONSSTA: 10+00 - 15+50

Ac = 12.1

Vc = 20.0

Af = 0.0

Vf = 0.0

Ac = 9.5

Vc = 15.0

Af = 0.0

Vf = 0.0

Ac = 6.7

Vc = 11.9

Af = 0.0

Vf = 0.1

Ac = 6.1

Vc = 11.3

Af = 0.1

Vf = 0.3

Ac = 6.2

Vc = 10.5

Af = 0.2

Vf = 0.3

Ac = 5.1

Vc = 8.6

Af = 0.1

Vf = 0.2

Ac = 4.1

Vc = 10.3

Af = 0.2

Vf = 0.3

Ac = 7.0

Vc = 13.4

Af = 0.1

Vf = 0.1

Ac = 7.4

Vc = 13.7

Af = 0.0

Vf = 0.0

Ac = 8.9

Vc = 15.8

Af = 0.0

Vf = 0.0

Ac = 7.9

Vc = 15.5

Af = 0.0

Vf = 0.0

Ac = 7.4

Vc = 14.1

Af = 0.0

Vf = 0.0

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

CROSS - SECTIONSSTA: 16+00 - 21+50

Ac = 8.2

Vc = 12.1

Af = 0.0

Vf = 0.0

Ac = 4.9

Vc = 11.6

Af = 0.0

Vf = 0.0

Ac = 7.6

Vc = 12.7

Af = 0.0

Vf = 0.0

Ac = 6.9

Vc = 13.0

Af = 0.0

Vf = 0.0

Ac = 6.9

Vc = 12.8

Af = 0.0

Vf = 0.0

Ac = 6.0

Vc = 11.9

Af = 0.0

Vf = 0.0

Ac = 7.1

Vc = 11.4

Af = 0.0

Vf = 0.1

Ac = 5.2

Vc = 12.4

Af = 0.1

Vf = 0.1

Ac = 8.2

Vc = 15.0

Af = 0.0

Vf = 0.0

Ac = 4.3

Vc = 10.2

Af = 0.9

Vf = 0.8

Ac = 10.9

Vc = 14.1

Af = 0.0

Vf = 0.8

Ac = 7.9

Vc = 17.5

Af = 0.0

Vf = 0.0

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

CROSS - SECTIONSSTA: 22+00 - 27+50

Ac = 6.7

Vc = 6.9

Af = 0.0

Vf = 0.3

Ac = 0.7

Vc = 11.5

Af = 0.3

Vf = 0.3

Ac = 11.7

Vc = 19.9

Af = 0.0

Vf = 0.0

Ac = 5.2

Vc = 14.3

Af = 0.0

Vf = 0.0

Ac = 11.8

Vc = 15.7

Af = 0.0

Vf = 0.0

Ac = 9.8

Vc = 19.9

Af = 0.0

Vf = 0.0

Ac = 10.2

Vc = 16.5

Af = 0.0

Vf = 0.0

Ac = 7.6

Vc = 14.8

Af = 0.0

Vf = 0.0

Ac = 8.5

Vc = 15.3

Af = 0.0

Vf = 0.0

Ac = 9.5

Vc = 17.3

Af = 0.0

Vf = 0.0

Ac = 8.1

Vc = 16.3

Af = 0.0

Vf = 0.0

Ac = 8.1

Vc = 15.0

Af = 0.0

Vf = 0.0

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

CROSS - SECTIONSSTA: 28+00 - 33+50

Ac = 9.2

Vc = 17.4

Af = 0.0

Vf = 0.0

Ac = 9.6

Vc = 16.7

Af = 0.0

Vf = 0.0

Ac = 8.4

Vc = 16.4

Af = 0.0

Vf = 0.0

Ac = 9.5

Vc = 17.3

Af = 0.0

Vf = 0.0

Ac = 9.2

Vc = 17.3

Af = 0.0

Vf = 0.0

Ac = 9.3

Vc = 17.0

Af = 0.0

Vf = 0.0

Ac = 9.1

Vc = 15.1

Af = 0.0

Vf = 0.0

Ac = 7.2

Vc = 14.3

Af = 0.0

Vf = 0.0

Ac = 8.3

Vc = 16.6

Af = 0.0

Vf = 0.0

Ac = 5.1

Vc = 10.1

Af = 0.1

Vf = 0.1

Ac = 9.3

Vc = 13.3

Af = 0.0

Vf = 0.1

Ac = 9.7

Vc = 17.6

Af = 0.0

Vf = 0.0

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

CROSS - SECTIONSSTA: 34+00 - 39+50

Ac = 5.8

Vc = 11.2

Af = 0.0

Vf = 0.0

Ac = 6.3

Vc = 15.4

Af = 0.0

Vf = 0.0

Ac = 10.3

Vc = 19.9

Af = 0.0

Vf = 0.0

Ac = 9.3

Vc = 17.4

Af = 0.0

Vf = 0.0

Ac = 6.3

Vc = 14.5

Af = 0.1

Vf = 0.1

Ac = 11.2

Vc = 16.2

Af = 0.0

Vf = 0.1

Ac = 9.5

Vc = 9.3

Af = 0.0

Vf = 1.3

Ac = 0.6

Vc = 6.5

Af = 1.4

Vf = 1.4

Ac = 6.5

Vc = 15.1

Af = 0.1

Vf = 0.1

Ac = 12.0

Vc = 21.0

Af = 0.0

Vf = 0.0

Ac = 10.1

Vc = 20.5

Af = 0.0

Vf = 0.0

Ac = 9.9

Vc = 18.5

Af = 0.0

Vf = 0.0

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

CROSS - SECTIONSSTA: 40+00 - 41+92.88

Ac = 10.6

Vc = 15.5

Af = 0.0

Vf = 0.3

Ac = 6.1

Vc = 12.7

Af = 0.4

Vf = 0.3

Ac = 7.6

Vc = 7.4

Af = 0.0

Vf = 10.3

Ac = 0.4

Vc = 9.1

Af = 11.1

Vf = 8.8

Ac = 11.1Af = 0.0

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

CURB RAMP DETAILSNOT FOR

CONSTRUCTION

E

x

i

s

t

.

A

s

p

h

a

l

t

D

r

i

v

e

PERPENDICULAR CONCRETE CURB RAMP

9 IN. PCCP FOR APPROACHES ON SUBGRADE TREATMENT TYPE IIIA

(6 IN. COARSE AGGREGATE NO. 53)

PAVEMENT CROSS SECTION:

HMA for Sidewalk Consisting of

140 lb/sys HMA Surface Type A, on

220 lb/sys HMA Intermediate, Type A, on

6" Compacted Aggregate No. 53 Base, on

Subgrade Treatment Type III (6" of Soil Compacted to the Density and

Moisture Requirement)

SAWCUT, FULL DEPTH

LEGEND

586.16

586.62

586.06

586.52

586.40

586.50

586.30

586.20

587.40

586.89

586.79

587.30

587.80

587.73

587.83

587.90

586.02

586.12

586.02

585.94

INDIANADEPARTMENT OF TRANSPORTATION

C.D.M

C.D.M.

J.W.B

C.D.M.

MAINTENANCE OF TRAFFIC PLANNOT FOR

CONSTRUCTION

E

x

i

s

t

.

A

s

p

h

a

l

t

D

r

i

v

e

Type III-A Barricade 40 LFT

ITEMS

Prop. Trail

P

r

o

p

.

T

r

a

i

l

Exist. Trail

SHEET QUANTITY

PAY ITEMS