information set 9-20-2017.pdf · p.o.t. 59+72.03 "prt2"= curve data p.i. = 62+70.72...

+32.0

6,

34.4

6'

PO

ST

+76.2

7,

55.3

0'

PO

ST

+72.9

1,

54.1

5'

PO

ST

+76.3

9,

51.8

6'

MA

NH

OLE

+35.1

2,

48.0

8'

PW

P

+26.4

7,

84.0

7'

PW

P

+55.9

9,

48.7

0'

GU

Y

WIR

E

+73.3

3,

50.0

9'

GU

Y

WIR

E

+35.0

6,

36.0

1'

GU

Y

WIR

E

+25.8

6,

55.2

2'

GU

Y

WIR

E

+25.8

3,

57.0

1'

GU

Y

WIR

E

+17.6

4,

46.9

3'

SIG

N

+76.3

1,

66.0

0'

MA

NH

OLE

+95.8

9,

35.8

4'

PIP

E

+99.7

4,

47.8

8'

PW

P

+22.1

7,

28.0

3'

SIG

N

+81.3

1,

48.4

7'

PW

P

+36.3

5,

35.3

2'

PIP

E

+60.6

8,

48.0

2'

PW

P

+82.6

7,

28.0

9'

SIG

N

+51.7

2,

63.5

0'

TR

EE

+99.0

6,

63.7

5'

TR

EE

+46.3

4,

48.0

0'

PW

P

+72.4

5,

47.3

5'

GU

Y

WIR

E

+72.5

3,

48.3

9'

GU

Y

WIR

E

+78.4

2,

59.6

2'

GU

Y

WIR

E

+77.6

6,

76.5

0'

GU

Y

WIR

E

+77.0

0,

84.1

8'

GU

Y

WIR

E

+77.9

3,

48.3

6'

PW

P

+33.6

1,

63.1

5'

PW

P

+72.2

9,

52.0

7'

TR

EE

+69.9

4,

16.3

1'

TR

EE

+70.0

0,

31.2

8'

TR

EE

+29.3

4,

98.5

3'

TR

EE

+43.5

0,

27.5

6'

TR

EE

+06.9

5,

25.7

6'

TR

EE

+11.0

4,

64.5

6'

TR

EE

+11.8

8,

103.9

2'

TR

EE

+38.4

7,

114.9

4'

TR

EE

+12.0

9,

124.3

8'

TR

EE

INFORMATIONDETAILS FOR ROUNDABOUTSEE INTERSECTION

M

M

W

GR

AS

S

MA

TC

HLIN

E -

ST

A 66

+00.0

0 "B"

51

1" = 50'

1' = 5'

580

570

560

580

570

560

JACKSON COUNTY

JACKSON TWP.

SEC. 30, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 25, T-6-N, R-5-E

LINE "B" EXCEPT AS NOTED

ALL R/W DESCRIBED FROM

FROM LINE "B" EXCEPT AS NOTED

ALL TOPOGRAPHY DESCRIBED

STA 1+00.00 "G" TO 66+00.00 "B"

PLAN & PROFILE SHEET

60

+00

65

+00

200' V.C.

ELEV. 568.94

P.V.I. 64+00.00 "B"

JACKSON COUNTY

JACKSON TWP.

SEC. 25, T-6-N, R-5-E

JACKSON COUNTY

JACKSON TWP.

SEC. 30, T-6-N, R-6-E

200' V.C.

ELEV. 567.74

P.V.I. 60+00.00 "B"

555

565

575

585

555

565

575

585

E = 43236.89'

N = 98449.09'

STA. 302+08.38 "PR-A"

BEGIN CONSTRUCTION

570.03

+00.00

570.28

+30.92

P.O.T. 58+30.97

LINE "B"

EAST 43235.3494

NORTH 98687.9339

FIRE HYD

NE BOLT

66.9

7'

49.11'

46.42'"STOP"

CL SignMAG NAIL

T "STOP"

CL Sign

T

15+0014+0013+0012+0011+0010+00

563.21

+00.00

560.26

+05.00

559.58

+00.00

PROPOSED GRADE LINE "G"

1.500%

0.146%

ELEV. = 566.90

STA. 12+10.85 "G"

BEGIN PROJECT

STA. 11+58.85 "G"

CONSTRUCTION

BEGIN INCIDENTAL

4' BOTTOM DITCH RT. @ S=1.000%4' BOTTOM DITCH RT. @ S=0.648%

ALONG LINE "G"

EXISTING GROUND

STA. 11+58.85 "G"

CONSTRUCTION

BEGIN INCIDENTAL

E = 42946.31'

N = 98671.91'

STA. 12+10.85 "G"

BEGIN PROJECT

567.0

567.1

567.1

559.5

8

567.1

559.9

0

566.9

560.2

3

567.0

560.7

1

566.9

561.2

1

566.9

561.7

1

566.9

562.2

1

566.9

562.7

1

567.4

563.2

1

150' V.C.

ELEV. 567.03

P.V.I. 13+00.00 "G"

P.I. 10+50.09 "G"

P.I. 11+65.02 "G"

10

+00

1:5

0

2:1

9:5

5

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

100-

6600.d

gn

DEPARTMENT OF TRANSPORTATION

INDIANA

DESIGN ENGINEER DATE

DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K

F CONCRETE, CURB & GUTTER

22

26 NURSERY SODDING

TYPE

CONCRETE CENTER CURB,

O

R MILL & RESURFACE

T

S SAW CUT

FULL DEPTH HMA TRAIL

U UNDERDRAIN, 6"

15

PCCP FOR APPROACHES, 9 IN.

SIDEWALK, CONCRETE, 4 IN.

FULL DEPTH HMA PAVEMENT

COMPACTED AGGREGATE NO. 53

14 CONCRETE ROLLED CURB

27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

P.O.T. 304+47.24 "PRA"

P.O.T. 58+30.97 "B" =

LINE "B"

CULVERT #1

CULVERT #2

+59 "G", STR. NO. 103

+26 "G", STR. NO. 100

+22 "G", STR. NO. 101

+71 "G", STR. NO. 102

+66 "G", STR. NO. 106

+54 "G", STR. NO. 107

+53 "B", STR. NO. 104

+94 "B", STR. NO. 105

+71 "B", STR. NO. 110

+08 "B", STR. NO. 109

+52 "B", STR. NO. 108

+94 "B", STR. NO. 111

T

T

J

J

K

W = 24'

+02 "B" CLASS IV DRIVE

K

FUTURE TURNING LANE

15

15

15

15 K

K

K

15

K

BM 11.DNR_BM_JAC62_1992

PROPOSED GRADE LINE "B"

ALONG LINE "B"

EXISTING GROUND

563.08

+50.33

4' BOTTOM DITCH LT. @ S=0.299%

PLOTTED 10' ABOVE DATUM

4' BOTTOM DITCH RT. @ S=0.302%

563.50

+60.00

-0.300%

-1.500%

0.300%

58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00

567.0

566.2

566.0

566.0

566.0

566.2

566.5

566.4

566.6

566.9

567.4

567.4

567.1

567.0

567.2

567.2

569.9

9

569.2

4

568.6

0

568.1

9

568.0

0

568.0

4

568.1

9

568.3

4

568.4

9

568.6

4

568.7

5

568.7

9

568.7

5

568.6

4

568.4

9

568.3

4

AIR

PO

RT

RD.

1S

T

AV

E 2N

D

AV

E

G AVE.

G & S Leasing

Board of Education

Dave O'Mara Contractor, Inc.

Seymour Aviation Commission


Commission

Aviation

Seymour

BURKART BLVD.

Services, Inc.

Developmental

Commission

Seymour Aviation

LINE "G"

P.I. = 10+50.09

P.I. = 11+65.02

CURVE DATA

CURVE DATA

P.C. 404+91.32 "PRT1"

P.O.T. 59+72.03 "PRT2"=

CURVE DATA

P.I. = 62+70.72 "PRT2"

P.I. 62+70.72 "PRT2"

LINE "PRT2"

LIN

E "P

RT1"

For Inf

ormati

on O

nly

+12.1

1,

46.0

0'

PO

ST

+25.6

6,

44.8

0'

PO

ST

+10.4

4,

48.0

7'

PO

ST

+03.7

3,

44.5

6'

GU

AR

DR

AIL

+37.3

4,

52.0

9'

GU

AR

DR

AIL

+69.6

0,

30.8

9'

FIR

E

HY

DR

AN

T

+02.5

5,

45.2

9'

GA

TE

+46.1

2,

45.1

6'

GA

TE

+38.3

5,

62.6

7'

TR

EE

+37.2

9,

73.8

2'

TR

EE

+52.6

4,

40.4

3'

PW

P

+66.8

8,

7.1

5'

PW

P

+68.6

4,

5.5

9'

SIG

N

+99.6

3,

17.2

7'

LIG

HT

PO

LE

+69.7

1,

32.8

9'

LIG

HT

PO

LE

+26.7

0,

23.7

6'

PO

ST

+29.2

2,

23.6

4'

PO

ST

+29.3

2,

26.0

9'

PO

ST

+27.2

3,

26.2

7'

PO

ST

+23.1

3,

26.9

3'

SIG

N

+50.2

4,

8.3

4'

SIG

N

+13.3

1,

38.6

2'

SIG

N

+91.2

4,

29.8

2'

SIG

N

+24.7

2,

38.5

7'

PIP

E

+24.8

1,

1.9

2'

PIP

E

Ele

v 565.87 F

T 68

+00.37, 60.99'

Ele

v 566.92 F

T 73

+00.49, 60.59'

Ele

v 567.35 F

T 73

+00.49, 30.59'

Ele

v 566.02 F

T 67

+99.94, 31.

00'

MA

TC

HLIN

E -

ST

A 66

+00.0

0 "B"

52

1" = 50'

1' = 5'

STA 66+00.00 TO 80+00.00 "B"


MA

TC

HLIN

E -

ST

A 80

+00.0

0 "B"

560

570

580

560

570

580

JACKSON COUNTY

JACKSON TWP.

SEC. 30, T-6-N, R-6-E





200' V.C.

ELEV. 567.74

P.V.I. 68+00.00"B"

200' V.C.

ELEV. 570.25

P.V.I. 75+00.00"B"

300' V.C.

ELEV. 574.26

P.V.I. 80+00.00"B"

JACKSON COUNTY

JACKSON TWP.

SEC. 30, T-6-N, R-6-E

555

565

575

585

565

555

575

585

CL GATE POST

SJCA CAPPED REBAR

FIRE HYD

47.7

0'

66.9

4'

152.46'

LINE "B"

EAST 44233.3211

NORTH 98702.0899

P.C. 68+29.04

NE BOLT

T

"30 MPH"

CL Sign

1:5

0

2:2

1:0

2

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

6600-

8000.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

70

+00

75

+00

80

+00

LINE "B"

P.C. 68+29.04 "B"

PROPOSED 30'-0" DITCH

T

T

JJ

J

J

J

K

K

W = 17'

+23 "B" STREET APPROACH


ALONG LINE "B"

EXISTING GROUND

567.65

+75.00


572.07

+00.00





567.25

+00.00569.05

+00.00571.97

+00.00-0.300%

0.359%

0.802%

4' BOTTOM DITCH RT. @ S=0.302%4' BOTTOM DITCH RT. @ S=0.300%

567.87

+00.00

PROPOSED 30'-0" DITCH

566.92

+00.00

66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00

567.2

567.0

566.9

566.9

566.8

566.6

566.9

567.4

567.5

567.6

567.7

568.0

568.3

568.1

568.3

567.9

568.2

568.9

569.5

569.8

570.2

570.4

570.8

570.9

571.8

573.1

572.4

573.0

573.7

568.3

4

568.1

9

568.0

4

567.9

3

567.9

0

567.9

6

568.1

0

568.2

8

568.4

6

568.6

4

568.8

2

568.9

9

569.1

7

569.3

5

569.5

3

569.7

1

569.8

9

570.1

0

570.3

6

570.6

8

571.0

5

571.4

5

571.8

5

572.2

5

572.6

6

573.0

6

573.4

1

573.6

7

573.8

5

3R

D

AV

E

Dave O'Mara Contractor, Inc.


Board of Education

Board of Education

BURKART BLVD.

BURKART BLVD.

P.C. 68+29.10 "PRT2"

LINE "PRT2"

CURVE DATA

P.I. 80+07.66 "PRT2"

E = 163.20'

L = 2297.31'

T = 1178.56'

R = 4174.00'

P.I. = 80+07.66 "PRT2"

For Inf

ormati

on O

nly

+03.5

3,

102.1

4'

PW

P

+67.8

0,

31.4

7'

PW

P

+32.3

5,

7.0

1'

GU

Y

WIR

E

+39.0

3,

5.0

4'

PIP

E

+56.7

2,

231.3

9'

LIG

HT

PO

LE

+22.2

6,

221.7

9'

PW

P

+86.7

0,

104.8

7'

SIG

N

+79.4

6,

131.4

0'

SIG

N

Ele

v 571.

95 F

T 85

+00.00, 61.

00'

Ele

v 571.

31

FT 85

+00.00, 31.

00'

Ele

v 571.

31

FT 88

+49.92, 61.

03'

Ele

v 571.

44 F

T 88

+50.28, 31.

03'

Ele

v 571.

06

FT 87

+49.51, 38.23'

Ele

v 571.

11 F

T 87

+49.32, 53.23'

Ele

v 574.01

FT 93

+30.19, 40.00'

Ele

v 574.99 F

T 93

+30.19, 55.00'

2.3'

1.4'

53

1" = 50'

1' = 5'

STA 80+00.00 TO 94+00.00 "B"


MA

TC

HLIN

E -

ST

A 80

+00.0

0 "B"

MA

TC

HLIN

E -

ST

A 94

+00.0

0 "B"

560

570

580

560

570

580

JACKSON COUNTY

JACKSON TWP.

SEC. 29, T-6-N, R-6-E





300' V.C.

ELEV. 574.26

P.V.I. 80+00.00"B"

300' V.C.

ELEV. 572.01

P.V.I. 87+50.00"B"

350' V.C.

ELEV. 579.80

P.V.I. 93+50.00"B"

JACKSON COUNTY

JACKSON TWP.

SEC. 29, T-6-N, R-6-E

555

565

575

585

555

565

575

585

1:5

0

2:2

9:4

9

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

8000-

9400.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

80

+00

85

+00

90

+00

LINE "B"

CURVE DATA

P.I. 84+40.39 "B"

E = 305.28'

L = 3070.64'

T = 1611.35'

R = 4100.00'

P.I. = 84+40.39 "B"

CULVERT #3

CULVERT #4

K

KJ

JJ

J

TT

E=45443.28'

N=98407.69'

STA. 80+92.29 "B"

E=45443.28'

N=98407.69'

STA. 80+92.29 "B"


ALONG LINE "B"

EXISTING GROUND

572.63

+00.00

569.63

+00.00572.07

+00.00

4' BOTTOM DITCH LT. @ S=-0.305% 4' BOTTOM DITCH LT. @ S=0.749%

571.23

+00.00

PLOTTED 10' ABOVE DATUM PLOTTED 10' ABOVE DATUM

S=0.301%

DITCH RT. @ 4' BOTTOM

571.97

+00.00

569.53

+00.00571.98

+00.00

570.92

+12.00

-0.267%

CULVERT #3

CULVERT #4

-0.300%

1.298%

PLOTTED 10' ABOVE DATUM4' BOTTOM DITCH LT. @ S=-0.700%

RT. @ S=-0.500%

4' BOTTOM DITCH 4' BOTTOM DITCH RT. @ S=0.816%

4' BOTTOM DITCH RT. @ S=-0.305%

80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00

573.7

572.9

572.6

572.4

572.1

571.5

571.2

571.3

571.3

571.0

571.2

571.5

571.8

571.7

571.4

571.0

571.2

571.6

571.4

571.7

571.8

572.4

572.9

573.7

574.4

574.2

573.1

575.4

576.2

573.8

5

573.9

3

573.9

1

573.8

1

573.6

6

573.5

1

573.3

6

573.2

1

573.0

6

572.9

1

572.7

6

572.6

1

572.4

6

572.3

8

572.4

3

572.6

1

572.9

3

573.3

7

573.9

6

574.6

1

575.2

6

575.9

0

576.5

5

577.2

0

577.8

4

578.3

8

578.8

0

579.1

2

579.3

2

C

AVE

G AVEBoard of Education

Board of Education

BURKART BLVD.BURKART BLVD.

Marketing, LLC

Kocolene

PCC91+26.41 "PRT2"

LINE "PRT2"

P.T. 91+62.93 "PRT2"

P.C. 92+32.99 "PRT2"

PRC92+66.28 "PRT2"

P.I. 92+49.79 "PRT2"

CURVE DATA

E = 1.40'

L = 33.29'

T = 16.80'

R = 100.00'

P.I. = 92+49.79 "PRT2"

CURVE DATA

P.I. 91+44.88 "PRT2"

E = 1.69'

L = 36.52'

T = 18.47'

R = 100.00'

P.I. = 91+44.88 "PRT2"

E = 14.34'

L = 687.94'

T = 344.77'

R = 4138.00'

E = 46809.79

N = 97904.02

P.I. = 96+11.05 "PRT2"

P.I. 96+11.05 "PRT2"

For Inf

ormati

on O

nly

+51.9

2,

71.0

2'

LIG

HT

PO

LE

+34.2

5,

78.0

7'

SIG

N

+76.4

5,

105.0

3'

SIG

N

+96.0

4,

106.5

4'

SIG

N

+62.2

2,

68.5

5'

SIG

N

+04.0

0,

107.1

7'

SIG

N

+00.1

6,

69.8

6'

SIG

N

+98.4

1,

111.2

0'

LIG

HT

PO

LE

+94.9

7,

118.0

4'

GU

Y

WIR

E+

94.5

0,

126.9

2'

GU

Y

WIR

E+

94.7

7,

131.1

7'

GU

Y

WIR

E

+94.9

1,

147.6

5'

PW

P

+40.1

9,

127.4

3'

PW

P+

41.4

5,

128.7

6'

PO

ST

+42.8

9,

144.5

6'

GU

Y

WIR

E+

42.2

9,

152.2

5'

GU

Y

WIR

E

+42.8

8,

155.1

1'

SIG

N

+25.0

7,

121.5

5'

GU

Y

WIR

E

+21.7

5,

120.9

0'

GU

Y

WIR

E

+16.1

6,

129.5

5'

CA

TC

H

BASIN

+08.8

8,

142.6

2'

CA

TC

H

BASIN

+09.1

3,

136.4

0'

SIG

N

+12.8

7,

130.2

2'

SIG

N

+68.3

2,

122.4

5'

PW

P

+28.7

0,

49.5

3'

CO

NT

RO

L

POIN

T

+86.7

7,

102.4

5'

SIG

N

+11.5

7,

76.0

9'

SIG

N

+98.1

2,

111.0

9'

SIG

N

+23.3

2,

131.6

0'

LIG

HT

PO

LE

+24.1

4,

74.8

9'

SIG

N

+29.2

3,

118.2

4'

TR

EE

+99.0

5,

116.9

0'

TR

EE

+05.6

0,

116.9

0'

TR

EE

+74.9

4,

120.8

8'

TR

EE

+33.4

3,

128.4

0'

TR

EE

+74.8

9,

126.7

7'

PIP

E

+57.6

4,

130.0

2'

PIP

E

+76.3

4,

118.0

3'

PIP

E

+19.4

6,

114.4

2'

PIP

E

MM

CB

CB

CB

2.8'

54

1" = 50'

1' = 5'

MA

TC

HLIN

E -

ST

A 94

+00.0

0 "B"

MATC

HLIN

E -

ST

A 108

+00.0

0 "B"

STA 94+00.00 TO 108+00.00 "B"


560

570

580

590

560

570

580

590

JACKSON COUNTY

JACKSON TWP.

SEC. 29, T-6-N, R-6-E





JACKSON COUNTY

JACKSON TWP.

SEC. 29, T-6-N, R-6-E

TO REMAIN AT GRADE

EXISTING RAILROAD CROSSING

TO REMAIN AT GRADE

EXISTING RAILROAD CROSSING

350' V.C.

ELEV. 578.10

P.V.I. 99+86.88"B"

565

575

585

565

575

585

LINE "B"

EAST 47040.1288

NORTH 97644.6873

P.T. 98+99.68

106.8

1'

70.26'

41.9

1'

"SCHOOL ZONE"

CL Sign

SJCA CAPPED REBAR

T

T

"STOP"

CL Sign

T"RR-XING"

CL Sign

LINE "B"

EAST 47272.8260

NORTH 97434.4422

P.C. 102+13.29

T

SJCA CAPPED REBAR

T

172.9

7'

T

119.3

1'

110.8

1'

"RR-XING"

CL Sign

ARROW"

"LEFT TURN

CL Sign

"30 MPH"

CL Sign

1:5

0

2:2

9:2

4

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

9400-

10800.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

95

+00

100

+00

105

+00

110+

00

LINE "B"

LINE "B"

CURVE DATA

E = 91.04'

L = 906.69'

T = 476.22'

R = 1200.00'

P.I. = 106+89.51 "B"

P.T. 98+99.68 "B"

P.I. 106+89.51 "B"

P.C. 102+13.29 "B"

CULVERT #5

CULVERT #6

CULVERT #7

J

J J

J

J

T

T

K

K

W = 24'


W = 26'


E=46866.92'

N=97997.89'

STA. 95+47.80 "B"


ALONG LINE "B"

EXISTING GROUND

575.20

+90.00

571.23

+00.00







S=0.301%

DITCH RT. @ 4' BOTTOM

575.00

+90.00

CULVERT #5

-0.267%0.318%

573.08

+50.00

94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

576.2

575.0

576.4

576.4

576.1

576.4

576.8

576.9

577.4

577.8

577.0

577.0

577.0

577.7

577.3

577.0

578.0

578.3

578.8

579.4

579.6

579.1

579.4

579.9

579.9

579.6

579.5

579.6

580.0

579.3

2

579.4

1

579.3

9

579.2

7

579.1

3

579.0

0

578.8

6

578.7

3

578.6

0

578.4

8

578.3

9

578.3

6

578.3

6

578.4

0

578.4

9

578.6

2

578.7

7

578.9

3

579.0

9

579.2

5

579.4

1

579.5

7

579.7

3

579.8

9

580.0

4

580.2

0

580.4

1

580.7

0

581.0

8

B

AV

E

C

AVE

6TH AVE

B

AV

E

A

AV

E

Kocolene Marketing, LLC

Board of Education

Robert E. GoeckerNancy Faye Hoffar

Nancy Faye Hoffar


Nancy Faye Hoffar


BURKART BLVD.

BURKART BLVD.

LLC

Marketing,

Kocolene

P.T. 99+54.22 "PRT2"

CURVE DATA

E = 14.34'

L = 687.94'

T = 344.77'

R = 4138.00'

E = 46809.79

N = 97904.02

P.I. = 96+11.05 "PRT2"

P.C. 102+67.83 "PRT2"

P.I. 107+41.04 "PRT2"

LINE "PRT2"

CURVE DATA

E = 92.66'

L = 898.75'

T = 473.21'

R = 1162.00'

P.I. = 107+41.04 "PRT2"

P.I. 96+11.05 "PRT2"

For Inf

ormati

on O

nly

SEE INTERSECTION DETAILS FOR ROUNDABOUT INFORMATION

55

1" = 50'

1' = 5'

MA

TC

HLIN

E -

ST

A 108

+00.0

0 "B"

STA 108+00.00 TO 122+00.00 "B"


MA

TC

HLIN

E -

ST

A 122

+00.0

0 "B"

580

590

600

580

590

600

JACKSON COUNTY

JACKSON TWP.

SEC. 29, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 28, T-6-N, R-6-E





300' V.C.

ELEV. 581.00

P.V.I. 108+00.00"B"

JACKSON COUNTY

JACKSON TWP.

SEC. 28, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 29, T-6-N, R-6-E

585

575

595

605

585

575

595

605

585.46

+45.00 586.79

+05.00

1:5

0

2:3

1:4

3

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

10800-

12200.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

110

+00

115

+00

120

+00

LINE "B"

CURVE DATA

P.T. 111+19.98 "B"

P.C. 116+45.94 "B"

P.I. 121+94.44 "B"

E = 54.17'

L = 1082.78'

T = 548.50'

R = 2750.00'

P.I. = 121+94.44 "B"

+116 "PRT3", STR. NO. 113

J

JK

K

K

T

T

T

T

K

K

T

J

J

K


ALONG LINE "B"

EXISTING GROUND

579.65

+80.00




S=0.439%

4' BOTTOM DITCH RT. @

578.91

+80.00

0.730%

1.387%



108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00

580.0

580.3

580.6

580.8

581.3

582.1

583.1

584.0

584.3

584.8

585.2

584.8

584.5

584.6

585.1

585.1

585.5

586.1

586.5

586.9

587.4

587.9

588.4

588.9

589.5

590.4

590.6

590.7

590.5

581.0

8

581.5

5

582.1

1

582.7

6

583.4

5

584.1

5

584.8

4

585.5

3

586.1

4

586.6

2

586.9

5

587.1

5

587.2

2

587.1

4

586.9

3

586.6

7

586.4

9

586.5

2

586.7

6

587.1

2

587.4

8

587.8

5

588.2

1

588.5

8

588.9

4

589.3

1

589.6

7

590.0

4

590.4

0

SR11/

WA

LN

UT

ST

SR11/

WA

LN

UT

ST



Indian Creek Acres, L.L.C.


BURKART BLVD.

PCC111+66.59 "PRT2"

P.T. 111+81.42 "PRT2"

P.I. 111+74.02 "PRT2"

CURVE DATA

P.C. 115+50.27 "PRT3"

P.T. 116+09.25 "PRT3"

P.I. 115+80.64 "PRT3"

CURVE DATA

PCC116+95.28 "PRT3"

E = 4.51'

L = 58.98'

T = 30.38'

R = 100.00'

P.I. = 115+80.64 "PRT3"

CURVE DATA

P.I. 116+63.82 "PRT3"

LINE "PRT2"

LINE "PRT3"

E = 5.59'

L = 65.35'

T = 33.89'

R = 100.00'

P.I. = 116+63.82 "PRT3"

E = 0.28'

L = 14.84'

T = 7.43'

R = 100.00'

P.I. = 111+74.02 "PRT2"P.C. 116+29.93 "PRT3"

For Inf

ormati

on O

nly

FARM FIELD

FARM FIELD

FARM FIELD

FARM FIELD

FARM FIELD

FARM FIELDFARM FIELD

2.5'

56

1" = 50'

1' = 5'

STA 122+00.00 TO 136+00.00 "B"


MA

TC

HLIN

E -

ST

A 122

+00.0

0 "B"

MA

TC

HLIN

E -

ST

A 136

+00.0

0 "B"

580

590

600

580

590

600

JACKSON COUNTY

JACKSON TWP.

SEC. 28, T-6-N, R-6-E





600' V.C.

ELEV. 598.43

P.V.I. 133+00.00"B"

JACKSON COUNTY

JACKSON TWP.

SEC. 28, T-6-N, R-6-E

585

575

595

610

585

575

595

605

AP

P.

PL

610

605

1:5

0

2:3

2:1

8

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

12200-

13600.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

125

+00

130

+00

135

+00

LINE "B"

CURVE DATA

P.T. 127+28.72 "B"

P.C. 130+13.64 "B"

P.I. 134+00.54 "B"

E = 37.08'

L = 764.36'

T = 386.90'

R = 2000.00'

P.I. = 134+00.54 "B"

CULVERT #8

J

J

J

J

K

K

T

T


ALONG LINE "B"

EXISTING GROUND

593.23

+00.00

592.90

+30.00

593.82

+60.00



4' BOTTOM DITCH RT. @ S=0.677%593.26

+00.00

592.11

+30.00

592.59

+90.00

-0.685%

CULVERT #8

0.730%


4' BOTTOM DITCH LT. @ S=-0.500%

PLOTTED 10' ABOVE DATUM4' BOTTOM DITCH LT. @ S=0.471%

PLOTTED 10' ABOVE DATUM4' BOTTOM DITCH LT. @ S=-0.540%

@ S=-0.500%

4' BOTTOM DITCH RT.

@ S=0.300%

4' BOTTOM DITCH RT.

@ S=-0.500%

4' BOTTOM DITCH RT.

122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00

590.5

590.8

591.4

591.6

591.8

591.7

592.1

592.2

592.5

593.1

593.1

593.5

593.6

593.8

593.9

594.1

594.3

594.9

595.7

595.7

594.3

593.3

593.3

593.4

593.6

593.8

593.5

593.2

593.0

590.4

0

590.7

7

591.1

3

591.5

0

591.8

6

592.2

3

592.5

9

592.9

6

593.3

2

593.6

9

594.0

5

594.4

2

594.7

8

595.1

5

595.5

1

595.8

8

596.2

4

596.5

8

596.8

5

597.0

7

597.2

3

597.3

3

597.3

7

597.3

5

597.2

7

597.1

4

596.9

4

596.6

9

596.3

8


Indian Creek Acres, L.L.C.Rust Farms, LLC

Rust Farms, LLC

BURKART BLVD.

BURKART BLVD.

P.T. 127+33.13 "PRT3"

P.C. 128+24.53 "PRT3"

P.I. 128+47.66 "PRT3"

P.T. 128+70.00 "PRT3"

P.T. 129+51.17 "PRT3"

P.C. 129+05.70 "PRT3"

P.C. 130+24.78 "PRT3"

P.I. 129+28.83 "PRT3"

CURVE DATA

E = 48.36'

L = 1037.85'

T = 524.85'

R = 2824.00'

P.I. = 122+20.13 "PRT3"

P.I. = 122+20.13 "PRT3"

E = 2.64'

L = 45.47'

T = 23.14'

R = 100.00'

P.I. = 129+28.83 "PRT3"

E = 2.64'

L = 45.47'

T = 23.14'

R = 100.00'

P.I. = 128+47.66 "PRT3"

CURVE DATACURVE DATA

P.I. 133+14.47 "PRT3"

E = 21.27'

L = 575.22'

T = 289.69'

R = 1962.00'

P.I. = 133+14.47 "PRT3"

CURVE DATA

LINE "PRT3"

For Inf

ormati

on O

nly

P.C. 143+10.96 "B"

P.T. 137+78.00 "B"

P.T. 150+79.30 "B"

P.I. 147+13.24 "B"

LINE "B"

N89°28'10"E

CURVE DATA

Δ = 41°55'34" LT.R = 1050.00'T = 402.28'L = 768.34'E = 74.42'Se = 4.0%

P.I. 147+13.24 Line "B"

APP. P.L.

APP. EXIST. R/W & P.L.


APP. EXIST. R/W

&

P.L.

COUNTY ROAD 340

20+

00

P.I. 17+92.23 "PR-O"

P.O.T. 140+40.30 "B"=

P.O.T. 18+92.19 "PR-O"

+50 "PR-O"

40'

See Geometric

Detail Sheet

L

I

N

E

"

B

-

2

"

P.O.C. 136+45.68 "B-1"=

O.P.O.C. 136+45.68 "B", 2.00' Rt.

See Geometric Detail Sheet

P.O.C. 138+32.45 "B-2"=

O.P.O.C. 143+56.61 "B", 2.00' Lt.

L

I

N

E

"

B

-

1

"

Str. No. 11C

141 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+43 Rt.,

Str. No. 11B


with 2 End Sections

Req'd.

+91 Lt.,

MSE WALL

MSE WALL

P.O.C. 144+09.71 "PRT4"=

O.P.O.C. 143+56.61 "B", 38.00' Lt.

P.I. 144+54.74 "PRT4" =

O.P.O.T. 144+03.31 "B", 37.00' Lt.

LIN

E "

PRT4"

N86°18'0

4"E

P.I. 145+97.40 "PRT4"=

O.P.O.C. 145+50.00 "B", 25.83' Lt.

S 8

6°5

8'4

2"

W

N

8

1

°

5

2

'5

7

" E

P.I. 148+61.18 "PRT4" =

O.P.O.T. 148+14.65 "B", 7.71' Rt.

CURVE DATA

Δ = 28°55'10"R = 1022.93'T = 263.78'L = 516.31'E = 33.46'

P.I. 148+61.18 Line "PRT4"

CURVE DATA

Δ = 5°05'45"R = 1012.00'T = 45.03'L = 90.01'E = 1.00'

P.I. 144+54.74 Line "PRT4"

P.I. 144+99.72 "PRT4"=

O.P.O.C. 144+50.00 "B", 38.00' Lt.

N

7

6

°

2

7

'1

2

"

E

N

4

7

°

3

2

'

3

6

"

E

Str. No. 11A

32 Lft. of 15" Pipe

with 2 End Sections

Req'd.

+88 Lt.,

Str. No. 12

88 Lft. of 132"x48"

Box Structure

+42 Lt.,

580

585

590

595

600

605

610

615

580

585

590

595

600

605

610

615

136+00

592.8

596.38

592.7

596.03

137+00

592.8

595.69

593.0

595.39

138+00

592.9

595.14

593.2

594.95

139+00

593.1

594.82

592.8

594.74

140+00

592.5

594.71

593.2

594.75

141+00

593.1

594.84

593.2

594.98

142+00

593.6

595.18

593.8

595.44

143+00

593.8

595.76

593.4

596.13

144+00

592.8

596.52

592.4

596.92

145+00

592.2

597.32

592.0

597.72

146+00

592.0

598.11

591.9

598.55

147+00

591.6

599.08

591.6

599.69

148+00

591.4

600.38

591.3

601.16

149+00

591.4

602.02

591.7

602.97

150+00

591.6

604.00

591.4

605.12

151+00

591.6

606.32

P.V.I. 140+20.00

ELEV = 593.50

V.C. = 660'

P.V.I. 149+00.00

ELEV = 600.50

V.C. = 600'

+

0.80%

PROPOSED PROFILE GRADE

EXISTING GROUND

ALONG LINE "B"

-0.17%

+

1.04%

592.00

+ 18.2

591.08

+ 72.3

593.44

+ 00.0

GRADE OF SPL. DITCH, RT.

GRADE OF SPL. DITCH, LT.

(PLOTTED 10' ABOVE DATUM)


-0.21%

-0.09%

593.47

+ 45.0

592.99

+ 77.0

592.92

+ 62.5



SEE PROFILE LINE "B-1" ON

ALIGNMENT PROFILE SHEET

FOR PROPOSED GRADE

SEE PROFILE LINE "B-2" ON


FOR PROPOSED GRADE

STR. NO. 11A

STR. NO. 11A

STR. NO. 12

STR. NO. 12

+0.20%

STA = 136+46 "B-1"

ELEV = 596.06

-0.6

8%

STA = 143+57 "B-2"

ELEV = 596.18

-0.13%

+ 45.0

593.67

+ 62.5

593.25

-0.12%

+

0.81%

+ 18.2

591.85

+ 25.1

591.24

+ 97.5

593.44

STR. NO. 11B

STR. NO. 11C

+ 18.2

591.85

+ 25.1

591.24

+ 97.5

593.44

PROJECT

INDIANADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE

1600743

57

1600743

R-40004

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

CONCRETE, SIDEWALK, 4 IN.F

HMA SHOULDERJ

FULL DEPTH HMA PAVEMENTK

FULL DEPTH HMA TRAILT

WIDENING WITH HMA, TYPEW

145

1" = 50'

1" = 5'

R.D.S. K.R.U.

L.L.C.L.L.C.

STA. 136+00.00 TO 151+00.00 LINE ''B''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 10:09 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\516043-1 BU

RKART\ACAD

\06 PLAN

PRO

F\RD

_PLAN

PRO

FILE SH

EET_B_50_02.D

WG

PRIN

T D

ATE: 9/18/17

140+

00

145+

00

150+

00

SEC. 29, T6N, R6E

JACKSON TWP.

JACKSON COUNTY

Rust Farms, LLCSilgan Plastics Corp

Rennekmap, Paul D & Angela DGillaspy - Rennekamp


Bridge, Elke S

Silgan Plastics Corp

Rust Farms, LLC

ALL TOPOGRAPHY DESCRIBED FROM LINE "B" EXCEPT AS NOTED.

ALL R/W DESCRIBED FROM LINE "B" EXCEPT AS NOTED.

948.26 LFT. OF MSE WALL REQ'D. RT. & LT.

(SEE MSE WALL DETAIL SHEETS)

+97.74

PROPOSED PROFILE AND ELEVATIONS FOR LINE "B" THROUGH THE ROUND-A-BOUT AREA ARE FOR DESIGN PURPOSES ONLY.

SEE SPOT ELEVATION DETAILS

937.50 LFT. OF W-BEAM GUARDRAIL

@ 6'-3" POST SPACING REQ'D. RT.

+22.92

GUARDRAIL END TREATMENT

TYPE "OS" REQ'D., RT.

1325.00 LFT. OF W-BEAM GUARDRAIL @ 6'-3" POST SPACING REQ'D. LT.

+44.76


TYPE "OS" REQ'D., LT.

1

4

'

6

'

1

4

'

6

'

1

2

'

T

K

J

J

+62.47

+18.23

304 SYS. OF SODDING FOR DITCHES REQ'D., LT.

+72.3

+00.0

1

2

'

1

2

'

For Inf

ormati

on O

nly

AutoCAD SHX Text

15"CMP=592.5'

AutoCAD SHX Text

15"CMP=592.4'

AutoCAD SHX Text

10"CMP=592.2'

AutoCAD SHX Text

30"CMP=591.1'

AutoCAD SHX Text

30"CMP=590.8'

AutoCAD SHX Text

10"CMP=592.7'

AutoCAD SHX Text

TB

AutoCAD SHX Text

TB

AutoCAD SHX Text

F

AutoCAD SHX Text

+58.58, 117.15' PWP

AutoCAD SHX Text

+56.03, 115.05' FIBEROPTIC MARKER

AutoCAD SHX Text

+94.23, 159.37' 30" CMP

AutoCAD SHX Text

+04.36, 126.21' PIPE

AutoCAD SHX Text

+06.72, 127.29' PIPE

AutoCAD SHX Text

+24.76, 138.25' PIPE

AutoCAD SHX Text

+00.30, 123.10' PWP

AutoCAD SHX Text

+23.93, 136.10' PWP

AutoCAD SHX Text

141+08.62, 81.61' PWP

AutoCAD SHX Text

140+94.17, 81.68' GUY WIRE

AutoCAD SHX Text

140+80.95, 86.38' SIGN

AutoCAD SHX Text

140+61.48, 59.67' PWP

AutoCAD SHX Text

140+26.85, 57.76' TELEPHONE BOX

AutoCAD SHX Text

140+21.11, 80.60' 15" CMP

AutoCAD SHX Text

140+76.53, 81.77' 15" CMP

AutoCAD SHX Text

141+05.75, 80.75' TELEPHONE BOX

P.C. 153+10.23 "B"

P.T. 156+72.74 "B"

P.I. 154+93.31 "B"

L

I

N

E

"

B

"

N

4

7

°

3

2

'

3

6

"

E

CURVE DATA

Δ = 19°46'52" RT.R = 1050.00'T = 183.08'L = 362.51'E = 15.84'Se = 4.0%

P.I. 154+93.31 Line "B"

LINE "B"

N67°19'28"E

A

P

P

.

P

.

L

.

APP. EXIST. R/W

&

P.L.

APP. EXIST. R/W

&

P.L.

APPROXIMATE LOCATION OF

OVERHEAD LINES

Str. No. 13

100 Lft. of 72"x60"

Box Structure

+68 Lt.,

MSE WALL

MSE WALL

MSE WALL

MSE WALL

L

I

N

E

"

P

R

T

4

"

P.I. 155+32.21 "PRT4" =

O.P.O.T. 154+91.48 "B", 41.98' Lt.

CURVE DATA

Δ = 19°46'52"R = 1075.75'T = 187.57'L = 371.40'E = 16.23'

P.I. 155+32.21 Line "PRT4"

P.C. 153+44.64 "PRT4"

LINE "PRT4" N 67°19'13" E

N

4

7

°

3

2

'

3

6

"

E

SEE SHEET NO. 78 FOR GRADING PLAN

P.T. 157+16.04 "PRT4"

585

590

595

600

605

610

615

620

625

630

585

590

595

600

605

610

615

620

625

630

151+00

591.6

606.32

591.6

607.61

152+00

591.5

608.98

591.2

610.39

153+00

591.5

611.81

591.9

613.22

154+00

592.5

614.63

593.3

616.05

155+00

593.0

617.46

591.8

618.87

156+00

591.3

620.29

590.7

621.68

157+00

590.6

622.83

590.4

623.69

158+00

590.4

624.27

590.2

624.55

159+00

590.3

624.55

589.8

624.25

160+00

589.7

623.67

589.7

622.80

161+00

589.9

621.64

590.0

620.21

162+00

590.1

618.73

590.1

617.25

163+00

590.1

615.78

586.4

614.30

164+00

587.8

612.82

589.1

611.34

165+00

589.0

609.86

588.7

608.38

166+00

588.4

606.90

+

2

.

8

3

%

-

2

.

9

6

%

P.V.I. 158+80.00

ELEV = 628.20

V.C. = 500'


EXISTING GROUND

ALONG LINE "B"


+0.20%

+ 19.5

595.25

-

2

.

8

2

%

-0.28%

+ 40.5

593.66

+ 00.0

586.35

+ 00.0

585.50

-0.17%

1

.4

4

%



STR. NO. 13

STR. NO. 13


-

2

.

9

6

%

593.73

+ 40.5

586.05

+ 00.0

585.65

+ 35.0

PROJECT


PLAN AND PROFILE

1600743

58

1600743

R-40004

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:


HMA SHOULDERJ




145

1" = 50'

1" = 5'

R.D.S. K.R.U.

L.L.C.L.L.C.

STA. 151+00.00 TO 166+00.00 LINE ''B''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 10:09 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\516043-1 BU

RKART\ACAD

\06 PLAN

PRO

F\RD

_PLAN

PRO

FILE SH

EET_B_50_02.D

WG

PRIN

T D

ATE: 9/18/17

155+

00

160+

00

165+

00


Keyser, Warren& Doris A

Otte, GlennaSEC. 29, T6N, R6E

JACKSON TWP.

JACKSON COUNTY

Keyser, Warren& Doris A


Otte, Glenna

Con

rail

(Lou

isvi

lle a

nd

Indi

ana

Rai

lroa

d)



LIMITS OF PAVING

EXCEPTION

+19.50

+40.50

W-BEAM GUARDRAIL @ 6'-3" POST SPACING REQ'D. RT. & LT. (SEE PREVIOUS SHEET)

W-BEAM GUARDRAIL @ 6'-3" POST SPACING REQ'D. RT. & LT. (SEE NEXT SHEET)

BRIDGE RAILING &

+35.06

+24.33

+24.94

+35.67

+99.94

+60.06

TRANSITIONS REQ'D.

RT. & LT.

GUARDRAIL TRANSITION

TYPE "TGB" REQ'D. RT. & LT.

GUARDRAIL TRANSITION

TYPE "TGB" REQ'D. RT. & LT.

847.25 LFT. OF MSE WALL REQ'D. RT. & LT. (SEE MSE WALL DETAIL SHEETS)948.26 LFT. OF MSE WALL REQ'D. RT. & LT. (SEE MSE WALL DETAIL SHEETS)

+46.00

+14.00

+74.94

25'-0" OF W-BEAM GUARDRAIL @

3'-1

1

2

" POST SPACING REQ'D. RT. & LT.

+85.06

25'-0" OF W-BEAM GUARDRAIL @

3'-1

1

2

" POST SPACING REQ'D. RT. & LT.

1

4

'

1

0

'

1

2

'

1

4

'

K

14'

14'

12'

K

T

T

10'

11.8'

1

1

.

7

'

Jackson - 00359

Des. No. 1601943

SEE BRIDGE PLANS FOR DETAILS.

TO BE BUILT IN COMBINATION

WITH ROAD CONTRACT.

346 SYS. OF SODDING FOR DITCHES REQ'D., LT. & RT.

+40.5

+00.0

SODDING FOR DITCHES REQ'D., LT.

(SEE NEXT SHEET)

+35.0

SODDING FOR DITCHES

REQ'D., RT.

(SEE NEXT SHEET)

+00.0

For Inf

ormati

on O

nly

AutoCAD SHX Text

F

AutoCAD SHX Text

+20.52, 105.34' TREE

AutoCAD SHX Text

+63.34, 92.31' TREE

AutoCAD SHX Text

+80.81, 74.06' TREE

AutoCAD SHX Text

+87.10, 72.57' TREE

AutoCAD SHX Text

+94.14, 67.54' TREE

AutoCAD SHX Text

+97.79, 67.82' TREE

AutoCAD SHX Text

+26.11, 53.31' TREE

AutoCAD SHX Text

+31.96, 51.75' TREE

AutoCAD SHX Text

+37.48, 49.11' TREE

AutoCAD SHX Text

+44.62, 40.03' TREE

AutoCAD SHX Text

+60.98, 40.55' TREE

AutoCAD SHX Text

+79.46, 40.83' TREE

AutoCAD SHX Text

+83.07, 40.69' TREE

AutoCAD SHX Text

+35.86, 20.19' 9" PVC

AutoCAD SHX Text

+13.62, 23.81' 9" PVC

AutoCAD SHX Text

+14.68, 20.94' 36" CMP

AutoCAD SHX Text

+34.39, 17.85' 36" CMP

AutoCAD SHX Text

+68.23, 176.69' 30" CMP

AutoCAD SHX Text

+98.90, 177.69' 30" CMP

AutoCAD SHX Text


P.C. 168+04.16 "B"

L

I

N

E

"

B

"

N

6

7

°

1

9

'

2

8

"

E

N

6

7

°

1

9

'

2

8

"

E

CURVE DATA

Δ = 62°03'49" LT.R = 2000.00'T = 1203.23'L = 2166.43'E = 334.04'Se = 3.0%

P.I. 180+07.39 Line "B"

S

E

C

T

I

O

N

L

I

N

E

A

P

P

.

P

.

L

.

A

P

P

.

P

.

L

.

Str. No. 14

110 Lft. of 96"x48"

Box Structure

+40 Lt.,

MSE WALL

MSE WALL

P.I. 169+45.77 "PRT4" =

O.P.O.T. 169+03.67 "B", 23.39' Lt.

CURVE DATA

Δ = 5°41'33"R = 1977.36'T = 98.31'L = 196.45'E = 2.44'

P.I. 169+45.77 Line "PRT4"

P.I. 170+60.48 "PRT4"=

O.P.O.C. 170+20.00 "B", 25.83' Lt.

P.I. 172+38.23 "PRT4"=

O.P.O.C. 172+00.00 "B", 45.00' Lt.

L

I

N

E

"

P

R

T

4

"

L

I

N

E

"

B

"

N

52°22'4

9" E

N

53°11'4

8" E

P.I. 174+33.73 "PRT4"=

O.P.O.C. 174+00.00 "B", 45.00' Lt.

P.I. 173+36.07 "PRT4" =

O.P.O.T. 173+00.00 "B", 42.55' Lt.

P.I. 175+27.30 "PRT4" =

O.P.O.T. 174+95.29 "B", 37.97' Lt.

+52 Lt.,

STR. NO. 15A

Inlet Type "E-7"

and 33' of 12" Pipe

Req'd.

Str. No. 15B

34 Lft. of 24" Pipe

with 2 End Sections

Req'd.

+24 Lt.,

Str. No. 15C

25 Lft. of 12" Pipe

with 2 End Sections

Req'd.

+75 Lt.,

P.C. 168+47.46 "PRT4"

P.R.C. 170+43.92 "PRT4"

P.T. 170+76.18 "PRT4"

P.C. 175+16.86 "PRT4"

P.T. 175+37.72 "PRT4"

570

575

580

585

590

595

600

605

610

570

575

580

585

590

595

600

605

610

166+00

588.4

606.90

588.5

605.42

167+00

588.8

603.94

588.9

602.46

168+00

589.0

600.98

589.1

599.50

169+00

589.5

598.03

589.3

596.55

170+00

588.9

595.07

588.5

593.72

171+00

588.3

592.62

588.0

591.79

172+00

588.1

591.21

588.0

590.88

173+00

587.7

590.81

587.8

590.96

174+00

588.2

591.12

588.5

591.29

175+00

588.5

591.45

588.6

591.62

176+00

588.8

591.78

589.0

591.94

177+00

589.2

592.11

589.1

592.27

178+00

589.2

592.44

589.0

592.60

179+00

589.0

592.76

588.8

592.93

180+00

588.8

593.09

588.7

593.26

181+00

588.6

593.38

+0.33%

P.V.I. 171+60.00

ELEV = 590.33

V.C. = 320'


EXISTING GROUND

ALONG LINE "B"


(PLOTTED 10' BELOW DATUM)


STR. NO. 14

STR. NO. 14

1

.4

4

%

-

1

.8

7

%

+0.30%

+

0.97%

+ 62.8

586.60

+ 88.0

587.58

+ 61.3

590.36

+ 50.0

590.12

-

1

.

9

5

%

+0.3

5%

-0.39%

589.27

+ 61.3

586.28

+ 14.2

589.56

+ 50.0

STR. NO. 15A

PROJECT


PLAN AND PROFILE

1600743

59

1600743

R-40004

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:


HMA SHOULDERJ




145

1" = 50'

1" = 5'

R.D.S. K.R.U.

L.L.C.L.L.C.

STA. 166+00.00 TO 181+00.00 LINE ''B''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 10:09 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\516043-1 BU

RKART\ACAD

\06 PLAN

PRO

F\RD

_PLAN

PRO

FILE SH

EET_B_50_02.D

WG

PRIN

T D

ATE: 9/18/17

170+

00

175+

00

180+

00

Fenneberg, Alfred F &Mildred A Fenneberg t/c

Monroe, Lawrence A -Life Estate& Marcia J Monroe

Otte, Glenna

SEC. 29, T6N, R6E

JACKSON TWP.

JACKSON COUNTY

SEC. 28, T6N, R6E

JACKSON TWP.

JACKSON COUNTY




847.25 LFT. OF MSE WALL REQ'D. RT. & LT.

(SEE MSE WALL DETAIL SHEETS)

+61.25

818.75 LFT. OF W-BEAM GUARDRAIL

@ 6'-3" POST SPACING REQ'D. RT.

1137.50 LFT. OF W-BEAM GUARDRAIL @ 6'-3" POST SPACING REQ'D. LT.

+03.81


TYPE "OS" REQ'D., RT.

+25.78


TYPE "OS" REQ'D., LT.

1

4

'

1

4

'

1

2

'

1

0

'

K

T

T

K

J

J

1

4

' 1

4

'

6

'

6

'

1

2

'

K

J

J

T

704 SYS. OF SODDING FOR DITCHES REQ'D., LT.

+62.8

553 SYS. OF SODDING FOR DITCHES REQ'D., RT.

+14.2 For

Inform

ation

Only

AutoCAD SHX Text

XX"XXP=586.2'

AutoCAD SHX Text

+38.49, 174.47' PIPE

P.C. 193+43.08 "B"

P.T. 189+70.59 "B"

N 5°15'39" ELINE "B"

N5°15'39"E

A

PP. P.L.

A

P

P

. P

.L

.

A

P

P

. P

.L.

A

P

P

. P

.L.

A

P

P

. P

.L.

S

E

C

T

IO

N

LIN

E

APPROXIMATE LOCATION OF

OVERHEAD LINES

Str. No. 16A


with 2 End Sections

Req'd.

+00 Lt.,

Str. No. 16B


with 2 End Sections

Req'd.

+88 Lt.,

CURVE DATA

Δ = 41°57'34"R = 1962.00'T = 752.34'L = 1436.83'E = 139.30'

P.I. 182+90.06 Line "PRT4"

P.I. 182+90.06 "PRT4" =

O.P.O.T. 182+38.26 "B", 101.30' Rt.

L

I

N

E

"

P

R

T

4

"

LINE "PRT4"

N5°15'39"E

L

I

N

E

"

B

"

580

585

590

595

600

605

610

615

580

585

590

595

600

605

610

615

181+00

588.6

593.38

588.7

593.43

182+00

588.0

593.40

589.4

593.29

183+00

589.7

593.10

589.8

592.83

184+00

591.3

592.52

593.8

592.21

185+00

595.3

591.90

597.3

591.60

186+00

597.9

591.29

595.3

590.98

187+00

591.7

590.68

588.3

590.37

188+00

588.3

590.06

586.8

589.75

189+00

586.4

589.44

586.3

589.14

190+00

586.2

588.83

586.2

588.52

191+00

586.1

588.24

585.6

587.99

192+00

585.6

587.78

585.7

587.61

193+00

586.0

587.49

586.2

587.40

194+00

586.0

587.33

585.5

587.26

195+00

585.4

587.20

585.6

587.13

196+00

585.7

587.06

P.V.I. 182+00.00

ELEV = 593.75

V.C. = 300'

-0.6

1%


EXISTING GROUND

ALONG LINE "B"

+0.30%

-1

.2

6

%




STR. NO. 16A

STR. NO. 16A

STR. NO. 16B

STR. NO. 16B

-0.30%

-0.6

0%

-0.2

6%

-1

.3

1

%

591.02

+ 00.0

584.73

+ 81.6

+ 21.9

588.09

+ 90.0

588.91

+ 93.9

583.83

PROJECT


PLAN AND PROFILE

1600743

60

1600743

R-40004

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:


HMA SHOULDERJ




145

1" = 50'

1" = 5'

R.D.S. K.R.U.

L.L.C.L.L.C.

STA. 181+00.00 TO 196+00.00 LINE ''B''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 10:09 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\516043-1 BU

RKART\ACAD

\06 PLAN

PRO

F\RD

_PLAN

PRO

FILE SH

EET_B_50_02.D

WG

PRIN

T D

ATE: 9/18/17

185+

00

190+

00

195+

00

Ruddick,James F. &Sherrye R.


Parkland Inc

Surenkamp, MariettaSEC. 28, T6N, R6E

JACKSON TWP.

JACKSON COUNTY

SEC. 21, T6N, R6E

JACKSON TWP.

JACKSON COUNTY

Parkland Inc




1

4

'

1

4

'

6

'

6

'

1

2

'

T

K

J

J

14'

14'

6'

6'

12'

K

J

J

T

392 SYS. OF SODDING FOR DITCHES REQ'D., RT.

+00.0

+93.9For

Inform

ation

Only

AutoCAD SHX Text

+94.18, 73.54' TREE

AutoCAD SHX Text

+28.70, 183.29' TREE

AutoCAD SHX Text

+69.34, 177.78' TREE

AutoCAD SHX Text

+13.06, 172.90' TREE

AutoCAD SHX Text

+70.81, 107.96' TREE

AutoCAD SHX Text

+25.66, 291.97' TREE

P.T. 201+11.79 "B"

LINE "B"

N1°30'54"W

CURVE DATA

Δ = 6°46'34" LT.R = 6500.00'T = 384.80'L = 768.71'E = 11.38'Se = NC

P.I. 197+27.88 Line "B"

P.I. 197+27.88 "B"

APP. P.L.

APP. P.L.

APP. P.L.

APP. P.L.

LINE "PRT4"

N1°30'54"W

P.I. 197+29.60 "PRT4" =

O.P.O.T. 197+27.43 "B", 26.69' Lt.

P.O.T. 209+99.47 "PRT4"=

O.P.O.T. 210+00.00 "B", -38.00' Lt.

CURVE DATA

Δ = 6°46'34"R = 6462.00'T = 382.55'L = 764.22'E = 11.31'

P.I. 197+29.60 Line "PRT4"

STR. NO. 17

570

575

580

585

590

595

600

605

570

575

580

585

590

595

600

605

196+00

585.7

587.06

585.7

587.00

197+00

585.6

586.93

585.7

586.86

198+00

586.0

586.80

586.0

586.73

199+00

586.1

586.66

586.3

586.59

200+00

586.1

586.53

586.0

586.46

201+00

586.1

586.39

586.4

586.33

202+00

586.7

586.26

586.9

586.19

203+00

586.6

586.13

586.1

586.06

204+00

585.5

585.99

585.1

585.92

205+00

585.0

585.85

584.7

585.76

206+00

584.5

585.65

584.3

585.53

207+00

584.4

585.39

584.4

585.23

208+00

583.9

585.05

583.5

584.85

209+00

582.8

584.64

581.9

584.44

210+00

580.8

584.23

579.4

584.04

211+00

578.3

583.98

-0.13%

-0.4

2%

P.V.I. 206+60.00

ELEV = 585.64

V.C. = 400'


EXISTING GROUND

ALONG LINE "B"




-

4

.

5

5

%

-0.26%

+ 00.0

573.36

+ 91.9

578.27

-0.30%

-

6

.

3

8

%

578.49

+ 60.0

573.52

+ 38.0

STR. NO. 17

STR. NO. 17

PROJECT


PLAN AND PROFILE

1600743

61

1600743

R-40004

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:


HMA SHOULDERJ




145

1" = 50'

1" = 5'

R.D.S. K.R.U.

L.L.C.L.L.C.

STA. 196+00.00 TO 211+00.00 LINE ''B''

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 10:09 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\516043-1 BU

RKART\ACAD

\06 PLAN

PRO

F\RD

_PLAN

PRO

FILE SH

EET_B_50_02.D

WG

PRIN

T D

ATE: 9/18/17

200+

00

205+

00

210+

00

Surenkamp, Marietta

Parkland Inc

Thompson, Mark A & Kathy A (Trustees)Mark & Kathy Thompson Rev Trust

SEC. 21, T6N, R6E

JACKSON TWP.

JACKSON COUNTY

Parkland Inc



K

J

J

T

14'

14'

6'

6'

12'

78 TONS OF REVETMENT RIPRAP

AND 81 SYS. OF GEOTEXTILE

FOR DITCHES

REQ'D., LT.

+60.0

+38.0

+91.9

+00.0

109 TONS OF

REVETMENT RIPRAP

AND 112 SYS. OF

GEOTEXTILE FOR

DITCHES REQ'D., RT.

For Inf

ormati

on O

nly

AutoCAD SHX Text

+08.96, 117.36' TREE

AutoCAD SHX Text

+70.21, 109.74' TREE

AutoCAD SHX Text

+80.26, 105.43' TREE

AutoCAD SHX Text

+99.74, 104.40' TREE

AutoCAD SHX Text

+18.06, 105.17' TREE

AutoCAD SHX Text

+27.06, 100.80' TREE

AutoCAD SHX Text

+74.79, 98.79' TREE

AutoCAD SHX Text

+17.11, 99.93' TREE

AutoCAD SHX Text

+69.13, 100.11' TREE

AutoCAD SHX Text

+79.30, 106.54' TREE

AutoCAD SHX Text

+40.87, 107.24' TREE

AutoCAD SHX Text

+74.07, 124.26' TREE

AutoCAD SHX Text

+93.92, 91.98' CONTROL POINT

AutoCAD SHX Text

+58.74, 123.18' TREE

AutoCAD SHX Text

+84.30, 124.02' TREE

AutoCAD SHX Text

+17.09, 119.86' TREE

AutoCAD SHX Text

+10.01, 132.33' TREE

AutoCAD SHX Text

+13.29, 185.68' TREE

AutoCAD SHX Text

+06.99, 102.02' POLE

AutoCAD SHX Text

+86.53, 203.52' TREE

AutoCAD SHX Text

+87.75, 180.60' TREE

AutoCAD SHX Text

+87.17, 160.80' TREE

AutoCAD SHX Text

+91.46, 129.80' TREE

+58.2

5,

35.5

1'

TR

EE

+78.1

9,

105.7

1'

PW

P

+66.2

8,

139.9

0'

PW

P

4.6'

460 SYS OF SODDING FOR DITCHES REQ'D, LT.

REQ'D, RT.GEOTEXTILE FOR DITCHESRIPRAP AND XXX SYS OFXXX TONS OF REVETMENT

858 SYS OF SODDING FOR DITCHES REQ'D, RT.

62

1" = 50'

1' = 5'

STA 211+00.00 TO STA 225+00.00 "B"


MA

TC

HLIN

E -

ST

A 210

+00.0

0 "B"

MA

TC

HLIN

E -

ST

A 225

+00.0

0 "B"

570

580

590

600

570

580

590

600

JACKSON COUNTY

JACKSON TWP.

SEC. 21, T-6-N, R-6-E





600' V.C.

ELEV. 594.81

P.V.I. 220+00.00"B"

300' V.C.

ELEV. 583.50

P.V.I. 211+75.00"B"

JACKSON COUNTY

JACKSON TWP.

SEC. 21, T-6-N, R-6-E

575

585

595

575

585

595

1:5

0

2:3

2:5

4

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

21000-

22500.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

210

+00

215

+00

220

+00

225

+00

LINE "B"

CURVE DATA

P.C. 211+19.75 "B"

P.I. 217+00.29 "B"

P.T. 222+77.75 "B"

P.C. 223+37.56 "B"

E = 25.87'

L = 1158.00'

T = 580.54'

R = 6500.00'

P.I. = 217+00.29 "B"

CULVERT #17

T

T

J

J

J

J

K

K


ALONG LINE "B"

EXISTING GROUND

581.50

+50.00

4' BOTTOM DITC

H LT. @

S=2.558%



PLOTTED 1

0' ABOVE DATUM



4' BOTTOM DITCH RT. @ S

=1.829%

573.36

+80.00

576.96

+00.00

587.02

+50.00

-0.300%

-0.416%

1.371%

CULVERT #17

+50.0

+38.0

+50.0

+00.0

573.52

+38.00

582.82

+75.00


S=-4.542%

DITCH RT. @

4' BOTTOM

@ S=3.6

01%

4' BOTTOM

DITCH

RT.

210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00

580.8

580.1

578.6

579.1

580.5

581.5

580.4

582.2

583.3

584.7

585.7

587.0

587.9

588.7

589.2

590.2

591.1

591.1

590.4

590.6

591.0

591.0

590.9

590.4

590.2

590.3

590.4

590.3

590.0

590.0

590.1

584.2

3

584.0

4

583.9

8

584.0

7

584.3

1

584.7

0

585.2

3

585.9

0

586.5

8

587.2

7

587.9

6

588.6

4

589.3

3

590.0

1

590.7

0

591.3

5

591.9

3

592.4

4

592.8

8

593.2

5

593.5

6

593.7

9

593.9

5

594.0

5

594.0

7

594.0

3

593.9

1

593.7

6

593.6

1

593.4

6

593.3

1

Parkland Inc.

Parkland Inc.

Sandra K. Monroe & Marcia J. Monroe (1/2 interest)

Greg Hoevener & Lori Ann Hoevener (1/2 interest)

Robert D. Snider

P.C. 211+19.75 "PRT4"

PRC211+73.38 "PRT4"

P.I. 211+98.46 "PRT4"

PCC212+97.40 "PRT4"

P.C. 212+46.48 "PRT4"

P.T. 212+22.52 "PRT4"

P.I. 211+46.57 "PRT4"

E = 3.10'

L = 49.14'

T = 25.08'

R = 100.00'

P.I. = 211+98.46 "PRT4"

CURVE DATA CURVE DATA

P.I. 212+72.51 "PRT4"

CURVE DATA

E = 3.33'

L = 50.92'

T = 26.03'

R = 100.00'

P.I. = 212+72.51 "PRT4"

E = 0.05'

L = 53.63'

T = 26.81'

R = 6538.00'

P.I. = 211+46.57 "PRT4"

P.I. 217+98.36 "PRT4"

CURVE DATA

P.T. 222+97.38 "PRT4"

P.C. 223+57.19 "PRT4"

LINE "PRT4"

E = 19.06'

L = 999.97'

T = 500.95'

R = 6574.00'

P.I. = 217+98.36 "PRT4"

For Inf

ormati

on O

nly

+84.8

2,

124.4

5'

PW

P

+92.7

7,

108.7

1'

GU

Y

WIR

E

+31.1

6,

121.4

8'

TR

EE

+58.3

6,

126.6

1'

TR

EE

+98.5

3,

138.2

2'

TR

EE

+32.3

5,

118.3

0'

BU

SH

+15.1

8,

126.4

5'

BU

SH

+52.4

3,

138.0

6'

TR

EE

+59.8

8,

122.7

7'

TR

EE

+08.2

8,

126.5

0'

TR

EE

+63.9

1,

128.5

3'

TR

EE

+33.9

5,

115.4

4'

TR

EE

+15.2

1,

113.1

6'

TR

EE

+79.9

5,

110.9

5'

TR

EE

+32.7

6,

109.8

4'

TR

EE

+56.7

3,

106.8

1'

TR

EE

+52.2

4,

125.1

5'

TR

EE

+10.4

2,

106.7

0'

TR

EE

+48.2

7,

115.5

4'

TR

EE

+78.7

9,

139.8

8'

TR

EE

+43.2

6,

137.0

8'

TR

EE

+64.1

3,

144.4

7'

TR

EE

+04.4

4,

144.0

3'

TR

EE

+61.9

3,

138.3

4'

TR

EE

+23.6

9,

152.8

8'

BU

SH

+31.7

5,

153.2

9'

BU

SH

+43.5

7,

153.5

8'

BU

SH

+49.5

2,

153.6

4'

BU

SH

+21.3

2,

152.0

9'

TR

EE

+44.5

6,

113.7

1'

ELE

CT

RIC

ME

TE

R

M

M

M

M

M

M

M

M

M

MMM

M

M

63

1" = 50'

1' = 5'

STA 225+00.00 TO STA 240+00.00 "B"


MA

TC

HLIN

E -

ST

A 225

+00.0

0 "B"

MA

TC

HLIN

E -

ST

A 240

+00.0

0 "B"

610

600

590

580

610

600

590

580

JACKSON COUNTY

JACKSON TWP.

SEC. 21, T-6-N, R-6-E





200' V.C.

ELEV. 591.06

P.V.I. 232+50.00"B"

300' V.C.

ELEV. 593.31

P.V.I. 240+00.00"B"

JACKSON COUNTY

JACKSON TWP.

SEC. 21, T-6-N, R-6-E

585

605

595

585

605

595

1:5

0

2:3

3:2

7

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

22500-

24000.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

225

+00

230

+00

235

+00

240

+00

LINE "B"

CURVE DATA

E = 57.21'

L = 1718.46'

T = 864.27'

R = 6500.00'

P.I. = 232+01.83 "B"

P.I. 232+01.83 "B"

+63 "B", STR. NO. 113

K

K

J

J

J

J

T

T


ALONG LINE "B"

EXISTING GROUND

589.37

+25.00

587.50

+30.00



589.27

+00.00

-0.300%0.300%




PLOTTED 10' ABOVE DATUMPLOTTED 10' ABOVE DATUM


587.71

+00.00

225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00

590.1

590.2

590.0

590.0

590.1

589.9

589.9

589.9

589.3

588.9

589.2

589.2

589.4

589.6

589.7

590.2

590.5

590.6

590.4

590.6

590.4

590.2

589.9

589.9

589.7

589.6

589.5

590.0

590.3

591.0

591.7

593.3

1

593.1

6

593.0

1

592.8

6

592.7

1

592.5

6

592.4

1

592.2

6

592.1

1

591.9

6

591.8

1

591.6

6

591.5

1

591.3

6

591.2

5

591.2

1

591.2

5

591.3

6

591.5

1

591.6

6

591.8

1

591.9

6

592.1

1

592.2

6

592.4

1

592.5

6

592.7

1

592.8

6

592.9

6

592.9

7

592.8

8

BE

EC

HW

OO

D

LN

SYCAMORE RD

SYCAMORE RD



Robert D. Snider

Iris E. Fischer

John A., Sr. & Earl & Edna McCammon

Brian J. D'arcoCarol Ann Bobb

Delbert & Hgerian Fields

Joanne R. Marshall

The Revocable Trust of

as Trustee of

Joanne R. Marshall

Donald Gene Combs

Joyce Hamblen

Tim Hamblen &

Thomas William Money,

Tony L. Beatty



P.C. 223+57.19 "PRT4"

E = 46.53'

L = 1542.01'

T = 774.72'

R = 6426.00'

P.I. = 231+31.91 "PRT4"

CURVE DATA

P.I. 231+31.91 "PRT4" PRC238+99.19 "PRT4"

P.I. 239+23.54 "PRT4"

P.T. 239+46.95 "PRT4"

P.C. 239+74.28 "PRT4"

P.I. 239+99.59 "PRT4"

LINE "PRT4"


E = 2.92'

L = 47.76'

T = 24.34'

R = 100.00'

P.I. = 239+23.54 "PRT4"

E = 3.15'

L = 49.59'

T = 25.31'

R = 100.00'

P.I. 239+99.59 "PRT4"

For Inf

ormati

on O

nly

+25.1

8,

97.4

1'

PW

P

+32.1

8,

84.0

2'

PW

P

+57.4

4,

104.1

5'

PW

P

+08.4

5,

99.6

5'

GU

Y

WIR

E

+44.5

9,

82.4

7'

GU

Y

WIR

E

+55.5

0,

83.7

2'

GU

Y

WIR

E

+59.7

2,

73.0

5'

CO

NT

RO

L

POIN

T

+48.0

4,

30.9

7'

TR

EE

+50.8

3,

13.7

2'

TR

EE

+52.3

5,

8.7

4'

TR

EE

+54.0

0,

3.9

7'

TR

EE

+54.5

2,

9.1

5'

TR

EE

+67.6

5,

6.8

6'

CO

NT

RO

L

POIN

T

+90.2

8,

8.0

2'

BU

SH

+97.2

2,

13.6

6'

BU

SH

+07.4

5,

15.9

5'

BU

SH

+30.4

9,

33.6

7'

TR

EE

+14.6

1,

34.9

2'

TR

EE

+66.4

0,

24.3

8'

TR

EE

+75.4

5,

39.4

6'

LIG

HT

PO

LE

+32.0

5,

20.2

9'

CO

NT

RO

L

POIN

T

+92.3

3,

25.9

1'

TR

EE

+95.3

8,

32.9

2'

TR

EE

+42.0

6,

54.5

0'

BU

SH

+52.9

6,

51.5

6'

BU

SH

+60.7

9,

53.7

1'

BU

SH

+64.5

9,

57.7

8'

BU

SH

+69.4

1,

57.8

0'

BU

SH

+78.1

3,

57.6

4'

BU

SH

+32.4

5,

12.4

8'

PW

P

+09.6

9,

41.8

8'

PW

P

+21.4

7,

14.1

0'

SIG

N

+30.3

2,

31.3

4'

MAIL

BO

X

+32.2

2,

32.0

2'

MAIL

BO

X

+34.3

0,

32.8

2'

MAIL

BO

X

+96.4

0,

74.8

2'

TR

EE

+49.2

8,

85.8

6'

TR

EE

+74.7

6,

53.9

7'

TR

EE

+05.1

7,

46.1

2'

TR

EE

+34.9

3,

37.7

1'

MA

NH

OLE

+46.8

1,

46.9

1'

LIG

HT

PO

LE

+52.3

7,

40.6

9'

MA

NH

OLE

+70.1

3,

39.1

1'

MA

NH

OLE

+52.3

6,

34.6

7' IN

LE

T

+24.1

9,

62.5

3'

BU

SH

+78.9

6,

45.6

3'

PW

P

+82.7

2,

114.6

8'

PW

P

+31.2

1,

96.5

2'

TR

EE

+46.2

7,

64.6

8'

PW

P

+43.7

9,

54.1

3'

MA

NH

OLE

+39.5

7,

55.0

0'

TR

AFFIC

SIG

NA

L

PO

LE

+10.3

9,

38.9

1' IN

LE

T

+09.5

3,

26.8

0' IN

LE

T

+11.7

2,

26.7

3' IN

LE

T

+52.0

9,

45.9

1'

TR

AFFIC

SIG

NA

L

PO

LE

+57.6

8,

54.5

1'

MA

NH

OLE

+41.2

6,

51.6

1'

LIG

HT

PO

LE

+31.8

5,

39.2

0'

BU

SH

+67.7

6,

47.6

3'

TR

EE

+74.8

3,

42.5

3'

PW

P

+39.0

5,

29.2

4' IN

LE

T

+35.2

2,

37.0

5' IN

LE

T+

29.7

3,

26.7

7'

MA

NH

OLE

+50.3

6,

49.6

0'

BU

SH

+77.4

0,

51.7

1'

SIG

N

+62.5

7,

40.6

2'

SIG

N

+81.1

7,

40.3

4' IN

LE

T

+27.7

5,

48.3

2'

TR

EE

+06.1

2,

70.5

1'

PO

ST

EASEMENT40' PERPETUAL DRAINAGE

EASEMENT40'PERPETUAL DRAINAGE P

OO

L

M

M

M

M

M

MM

MM

CB

S

S

S

3.5'

334 SYS OF SODDING FOR DITCHES REQ'D, LT.

DITCHES REQ'D, LT.250 SYS OF SODDING FOR



64

1" = 50'

1' = 5'

STA 240+00.00 TO STA 256+00.00 "B"


MA

TC

HLIN

E -

ST

A 240

+00.0

0 "B"

580

590

600

580

590

600

JACKSON COUNTY

JACKSON TWP.

SEC. 21, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 16, T-6-N, R-6-E

E 54760.95

N 105610.72

STA 251+61.54 "B"

END PROJECT





300' V.C.

ELEV. 593.31

P.V.I. 240+00.00"B"

300' V.C.

ELEV. 590.25

P.V.I. 243+60.00"B"

150' V.C.

ELEV. 592.00

P.V.I. 249+00.00"B"

JACKSON COUNTY

JACKSON TWP.

SEC. 21, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 16, T-6-N, R-6-E

ELEV. = 595.07

STA 251+61.54 "B"

END PROJECT

585

575

595

605

575

585

595

605

P.T. 249+88.58

LINE "B"

EAST 54759.7483

NORTH 105437.7688

78.1

0'

corner post

Fence

32.9

9'

36.3

3'

"PRIVATE DRIVE"

CL SignT

CAPPED REBAR

HOUSE #511

SW COR

SJCA

x x

P.O.T. 255+87.87

LINE "B"

EAST 54763.9215

NORTH 106037.0410

STRAIN POLE

NW BOLT

CL MANHOLE

MAG NAIL

20.8

7'

57.6

0'

72.2

9'

STRAIN POLE

NE BOLT

1:5

0

2:3

3:5

7

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

24000-

25500.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

240

+00

245

+00

250

+00

255

+00

LINE "B"

CURVE DATA

E = 11.65'

L = 777.60'

T = 389.26'

R = 6500.00'

P.I. = 246+00.25 "B"

P.T. 240+56.02 "B"

P.C. 242+10.98 "B"

P.I. 246+00.25 "B"

P.T. 249+88.58 "B"

CULVERT #20

T

T

K

K

K

J

J

J

R

STA. 255+61.72 "B"

BEGIN PROJECT


ALONG LINE "B"

EXISTING GROUND

594.04

+60.00

591.16

+00.00

588.61

+80.00

585.71

+66.00

588.00

+00.00

4' BOTTOM DITCH LT. @ S=-0.861% 4' BOTTOM DITCH LT. @ S=1.358

%


@ S=1.79

9%4' BOTTOM DITCH LT

.






585.13

+60.00

594.06

+60.00

590.55

+00.00

-0.850%

0.324%

1.174%

CULVERT #20

+80.0

+66.0

+60.0

+00.0

+60.0

+00.0

+60.0




586.63

+00.00


240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00

591.7

591.5

591.6

592.1

592.3

590.1

587.8

585.8

586.8

588.3

589.1

589.7

590.0

590.1

590.2

590.3

590.8

591.0

591.4

591.7

592.5

593.5

594.3

595.1

595.1

594.6

593.5

592.3

590.4

588.8

587.7

588.2

592.8

8

592.6

9

592.4

1

592.0

4

591.6

1

591.2

2

590.9

2

590.7

2

590.6

2

590.6

1

590.7

1

590.8

7

591.0

3

591.1

9

591.3

5

591.5

1

591.6

8

591.8

6

592.1

6

592.6

0

593.1

7

593.7

6

594.3

5

594.9

4

4TH STREET RD

N

HIL

LC

RE

ST

DR

ALLE

Y

US50/

TIP

TO

N

ST

Pablo TomasRichard A. & Vickie L. Lewis



Robert P. Vondielingen


Robert P. & Theresa F. VonDielingen

Nathan K. Smith & Jason M. Smith

Stephen D. & Lisa B. Hoene


Development Co., LLC

Hampton & Hampton

Carolyna Ivy

Teresa Guadarrama

Dionicio Castelan & PCM Enterprises, Inc.

Robert W. & Willadean D. ToppePatricia Louise Baxter

Revocable Trust Agreement of

Patricia Louise Baxter

Revocable Trust Agreement of

PCC240+23.86 "PRT4"P.C. 242+18.56 "PRT4"

P.I. 244+85.00 "PRT4"

P.O.T. 248+62.72 "PRT4"

PCC247+51.13 "PRT4"

P.T. 247+70.20 "PRT4"

P.I. 247+60.69 "PRT4"

LINE "PRT4"


E = 5.43'

L = 532.57'

T = 266.43'

R = 6538.00'

P.I. = 244+85.00 "PRT4"

E = 0.46'

L = 19.06'

T = 9.56'

R = 100.00'

P.I. = 247+60.69 "PRT4"

For Inf

ormati

on O

nly

COMMERCIAL BUILDINGAP

P.

SE

CTIO

N

LIN

E

FOR ROUNDABOUT INFORMATIONSEE INTERSECTION DETAILS

GV

M

M

M

MM

F

F

F

WV

W

21+

96.03, 30.41'

N 99307.28 F

T

E 43232.47 F

T 18

+99.32, 35.37'

JACKSON COUNTY

JACKSON TWP.

SEC. 30, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 25, T-6-N, R-5-E

MA

TC

HLIN

E -

ST

A 415

+00.0

0 "T1"

STA 301+00.00 "PRA" TO STA 415+00.00 "T1"

PLAN & PROFILE SHEET 65

N/A

1" = 50'

JACKSON COUNTY

JACKSON TWP.

SEC. 24, T-6-N, R-5-E

JACKSON COUNTY

JACKSON TWP.

SEC. 19, T-6-N, R-6-E

580

570

560

580

570

560

LINE "PRA" EXCEPT AS NOTED


FROM LINE "PRA" EXCEPT AS NOTED


415

+00

P.O.T. 58+30.97 "B"

P.O.T. 304+46.00 "PRA" =


Commission

Aviation

Seymour

Chickamauga Properties, Inc.

Max & Connie Pollert

G

AV

E

G

AV

E

1ST AVE

AIRPORT RD.

Education

Board of

CULVERT #2

100' V.C.

ELEV. 567.32

P.V.I. 302+50.00 "PR-A"

120' V.C.

ELEV. 568.36

P.V.I. 305+75.00 "PR-A"

120' V.C.

ELEV. 567.74

P.V.I. 307+00.00 "PR-A"

150' V.C.

ELEV. 569.10

P.V.I. 309+00.00 "PR-A"

E 43236.89

N 98449.09

STA. 302+08.38 "PR-A"

BEGIN CONSTRUCTION

555

585

575

565

555

585

575

565

568.15

+75.00570.28

+30.92

"PR-A"

STA. 301+52.38

CONSTRUCTION

BEGIN INCIDENTAL

STA. 312+00.00 "PR-A"

BEGIN CONSTRUCTION

STA. 312+92.31 "PR-A"

BEGIN INCIDENTAL CONSTRUCTION

E 43236.89

N 98449.09

STA. 302+08.38 "PR-A"

BEGIN CONSTRUCTION

STA. 301+52.38 "PR-A"


Commission

Seymour Aviation

G & S Leasing

P.O.T. 14+35.93 "G"

P.O.T. 304+54.41 "PRA" =

STA. 312+00.00 "PR-A"

BEGIN CONSTRUCTION

STA. 312+92.31 "PR-A"


1:5

0

2:3

4:5

2

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

30100-

41500.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

K

15

15

15

15

T T

K

K

K

15 K

15 KK

K

ALONG LINE "PRA"

EXISTING GROUND

PROPOSED GRADE LINE "PR-A"

-0.500% 0.682% -0.283% 0.005%

567.6

567.4

567.3

567.3

567.4

567.4

567.5

567.6

567.5

567.8

567.9

568.2

568.3

568.1

568.4

568.6

568.5

568.5

568.5

568.5

568.5

568.6

567.5

9

567.5

7

568.0

7

568.8

2

569.5

7

570.2

4

569.4

9

568.7

9

568.2

9

567.9

9

567.9

1

568.0

8

568.4

2

568.7

4

568.9

2

568.9

4

568.8

2

568.6

8

568.5

3

568.5

4

302+00301+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00

LIN

E "G"

305

+00

310

+00

P.C.

306

+82.8

0

P.T.

308

+83.3

3

P.I.

312

+00.0

0

P.I.

307

+83.4

0

P.I.

309

+50.3

1

P.C.

309

+01.7

3

P.T.

309

+98.5

9

E = 5.05'

L = 200.53'

T = 100.60'

R = 1000.00'

P.I. = 307+83.40

E = 2.35'

L = 96.86'

T = 48.58'

R = 500.00'

P.I. = 309+50.31

E = 43195.26

N = 99439.30

P.I. = 312+00.00

CURVE DATA CURVE DATA CURVE DATA

P.C. 404+91.32

P.T. 406+06.88

P.C. 406+08.26

P.T. 406+74.99

P.C. 409+96.71

P.T. 410+47.64P.I. 406+41.94

P.I. 410+22.20

LINE "PRT1"

P.I. 405+56.52

E = 19.38'

L = 115.56'

T = 65.20'

R = 100.00'

P.I. = 405+56.52

E = 2.82'

L = 66.74'

T = 33.68'

R = 200.00'

P.I. = 406+41.94


E = 0.65'

L = 50.94'

T = 25.49'

R = 500.00'

P.I. = 410+22.20

CURVE DATA

For Inf

ormati

on O

nly

+89.9

2,

96.4

2'

TR

EE

+73.9

3,

57.7

8'

PW

P

+93.1

8,

59.2

5'

PW

P

+00.8

4,

59.3

8'

PW

P

+16.0

6,

61.0

3'

PW

P

+31.3

3,

60.1

3'

PW

P

+62.3

1,

59.8

6'

PW

P

+45.6

8,

63.8

3'

PW

P

+38.9

8,

53.3

2'

MA

NH

OLE

+43.5

6,

51.0

6'

FIB

ER

OP

TIC

MA

RK

ER

+86.9

9,

62.8

0'

FIR

E

HY

DR

AN

T

+93.5

3,

58.9

2'

FIB

ER

OP

TIC

MA

RK

ER

+87.8

3,

65.9

2'

WA

TE

R

VA

LV

E

+93.5

3,

60.3

4'

MA

NH

OLE

+51.5

2,

57.8

7'

FIB

ER

OP

TIC

MA

RK

ER

+59.8

6,

57.7

6'

FIB

ER

OP

TIC

MA

RK

ER

+55.0

8,

58.4

9'

MA

NH

OLE

+57.1

9,

58.6

3'

MA

NH

OLE

+46.1

0,

68.9

0'

WA

TE

R

VA

LV

E

+43.0

0,

64.0

3'

CO

NT

RO

L

POIN

T

+81.6

7,

48.9

5'

TB

M

#1

+55.7

1,

49.3

1'

TB

M

#2

+40.5

9,

6.8

4'

35

MP

H

SP

EE

D

SIG

N

+42.5

0,

41.5

3'

35

MP

H

SP

EE

D

SIG

N

+42.9

1,

178.1

4'

TR

EE

+15.5

4,

138.1

6'

TR

EE

+31.9

9,

120.8

2'

TR

EE

+94.4

9,

108.0

5'

TR

EE

+62.5

5,

177.3

2'

TR

EE

+96.7

8,

180.9

4'

TR

EE

+31.2

9,

170.6

9'

TR

EE

+37.6

8,

177.7

5'

TR

EE

+46.5

1,

174.1

4'

TR

EE

+13.2

6,

144.6

9'

TR

EE

+99.3

4,

106.8

9'

TR

EE

+03.1

0,

124.3

4'

TR

EE

+11.6

0,

117.2

5'

TR

EE

+38.5

6,

123.4

9'

TR

EE

+35.7

3,

106.3

6'

TR

EE

+25.6

0,

84.6

6'

TR

EE

+20.9

4,

93.8

2'

TR

EE

+20.8

0,

102.5

0'

TR

EE

+20.5

2,

105.6

9'

TR

EE

+54.3

4,

93.6

2'

TR

EE

+55.3

3,

81.5

9'

TR

EE

+03.4

4,

138.7

3'

TR

EE

+28.3

9,

186.1

6'

TR

EE

+29.4

9,

67.8

4'

TR

EE

+68.2

8,

15.2

5'

PW

P

+67.3

5,

49.2

2'

PW

P

+62.4

8,

18.9

0'

PW

P

+59.8

2,

18.0

7'

PW

P

+55.3

5,

18.0

1'

PW

P+

52.9

2,

49.3

3'

PW

P

+01.4

8,

75.3

4'

PW

P

+58.5

0,

48.5

2'

PW

P

+73.1

9,

18.7

7'

PW

P

+46.0

7,

14.3

4'

PW

P

+07.3

6,

18.4

6'

PW

P

+61.3

1,

16.8

6'

PW

P

+39.0

7,

110.0

0'

PW

P

+55.5

0,

63.2

0'

CO

NT

RO

L

POIN

T

+70.3

4,

42.6

5' IN

LE

T

+93.6

9,

104.4

9'

MAIL

BO

X

+03.4

4,

60.2

6'

GU

Y

WIR

E

+03.0

4,

55.8

7'

GU

Y

WIR

E

+39.2

0,

68.7

6'

GU

Y

WIR

E

+40.4

4,

74.3

6'

GU

Y

WIR

E

+39.3

2,

80.2

9'

GU

Y

WIR

E

+58.2

2,

14.1

4'

MO

NU

ME

NT

+09.4

1,

51.7

4'

GU

Y

WIR

E+

10.2

7,

51.1

4'

GU

Y

WIR

E

+12.6

1,

51.3

4'

GU

Y

WIR

E

+18.6

3,

51.3

3'

GU

Y

WIR

E

+41.1

8,

111.6

4'

PO

ST

+48.6

1,

111.5

8'

PO

ST

+48.0

8,

118.3

0'

PO

ST

+40.9

3,

118.1

2'

PO

ST

+40.9

2,

122.0

9'

PO

ST

+98.9

4,

12.5

1'

ST

RE

ET

SIG

N

+96.3

3,

13.2

3'

ST

OP

SIG

N

FF

F

F

M

F

F

FF

WV

WV

GRASS

GRASS

GRASS

ASPHALT

GRASS ASPHALT

MA

TC

HLIN

E -

ST

A 415

+00.0

0 "T1"

66

N/A

1" = 50'

MA

TC

HLIN

E -

ST

A 428

+00.0

0 "T1"

JACKSON COUNTY

JACKSON TWP.

SEC. 24, T-6-N, R-5-E

JACKSON COUNTY

JACKSON TWP.

SEC. 19, T-6-N, R-6-E

LINE "T1" EXCEPT AS NOTED


FROM LINE "T1" EXCEPT AS NOTED


STA 415+00.00 TO STA 428+00.00 "T1"

PLAN SHEET

415

+00

1:5

0

2:3

5:5

4

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

41500-

42800.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

Max & Connie Pollert

Thomas R. Bollinger (5/16 Interest)

Richard A. Temple

Chickamauga Properties, Inc.

Juan Mateo Tomas Juan

Nicolas Tomas Baltazar &

Juan Mateo Tomas Juan

Nicolas Tomas Baltazar &

CO

LO

NIA

L

DR

315

+00

315

+00

315

+00

P.O.T.

315

+00.0

0

415

+00

420

+00

425

+00

LINE "PRT1"

For Inf

ormati

on O

nly

+00.4

8,

70.4

5'

NO

TR

UC

KS

ALL

OW

ED

SIG

N

+60.4

3,

49.5

3'

ST

RE

ET

SIG

N

+80.8

3,

97.7

6'

TR

EE

+29.6

7,

16.4

3'

PW

P

+79.4

7,

14.7

7'

PW

P+

80.6

9,

14.9

4'

PW

P

+03.5

2,

15.6

7'

PW

P+

04.7

3,

15.0

1'

GAS

MA

RK

ER

+16.8

8,

15.7

6'

PW

P

+94.1

9,

76.9

1'

PW

P

+15.9

5,

49.0

7'

PW

P

+13.5

4,

49.3

8'

PW

P

+44.1

1,

45.9

4'

PW

P

+11.0

2,

14.7

6'

PW

P

+84.4

0,

48.2

8'

PW

P

+44.4

8,

14.3

4'

PW

P

+43.7

1,

13.6

9'

PW

P

+92.9

5,

14.9

1'

PW

P

+26.4

4,

119.5

7'

SIG

N

+93.8

1,

64.9

8'

GU

Y

WIR

E

+93.5

5,

66.7

5'

GU

Y

WIR

E

+42.6

5,

16.8

2'

GU

Y

WIR

E

+44.4

9,

16.6

9'

GU

Y

WIR

E+

50.7

9,

16.5

4'

GU

Y

WIR

E

+19.7

9,

12.2

3'

FIB

ER

OP

TIC

MA

RK

ER

+19.7

1,

14.5

6'

FIB

ER

OP

TIC

MA

RK

ER

+11.5

7,

20.9

3'

CO

NT

RO

L

POIN

T

+15.8

7,

17.3

6'

SIG

N

+57.0

4,

52.8

7'

SIG

N

+60.8

0,

19.5

5'

CO

NT

RO

L

POIN

T

+74.0

5,

48.7

3'

GU

Y

WIR

E

+64.4

5,

16.8

8'

ST

OP

SIG

N

+55.3

5,

94.5

4'

TR

EE

+45.2

6,

92.1

5'

TR

EE

+12.6

6,

90.8

9'

TR

EE

+30.5

2,

158.0

6'

TR

EE

+65.3

3,

234.7

1'

TR

EE

+72.0

7,

233.2

4'

TR

EE

+69.7

5,

188.1

6'

TR

EE

+67.0

8,

198.9

9'

TR

EE

+68.7

7,

176.9

4'

TR

EE

+67.4

0,

142.5

1'

TR

EE

+72.1

0,

130.1

1'

TR

EE

+66.7

8,

119.3

3'

TR

EE

+42.7

4,

204.7

0'

TR

EE

+61.1

8,

225.3

1'

TR

EE

+69.0

3,

199.4

8'

TR

EE

+32.7

7,

124.2

4'

TR

EE

+44.1

1,

111.2

7'

TR

EE

+93.7

0,

133.6

3'

FL

AG

PO

LE

+33.0

4,

93.6

2'

PO

ST

+25.6

2,

61.5

5'

PW

P

+11.2

4,

60.2

6'

PW

P

+98.6

2,

60.6

4'

PW

P

+84.9

7,

61.3

5'

PW

P

+93.5

7,

61.6

9'

PW

P

+23.0

4,

61.5

7'

PW

P

+64.0

0,

61.4

3'

PW

P

+90.6

8,

93.8

2'

PW

P

+50.7

3,

166.7

3'

PW

P

+69.5

8,

59.7

5'

PW

P

+69.9

0,

59.1

9'

PW

P

+22.2

7,

116.4

5'

PW

P

+57.0

2,

195.4

6'

LIG

HT

PO

LE

+08.1

8,

185.5

0'

CA

TC

H

BASIN

+38.0

7,

185.0

0'

CA

TC

H

BASIN

+68.5

7,

186.3

1'

CA

TC

H

BASIN

+97.6

8,

187.1

9'

CA

TC

H

BASIN

+80.4

3,

157.8

1'

LIG

HT

PO

LE

+19.6

3,

227.8

4'

LIG

HT

PO

LE

+41.1

9,

227.3

3'

LIG

HT

PO

LE

+49.1

0,

227.4

4'

LIG

HT

PO

LE

+94.7

1,

92.4

9'

GU

Y

WIR

E

+95.2

5,

88.9

6'

GU

Y

WIR

E

+29.9

1,

98.8

6'

GU

Y

WIR

E+

30.2

1,

97.7

6'

GU

Y

WIR

E

+84.2

7,

120.7

7'

SIG

N

+75.4

5,

80.8

4'

SIG

N

+74.9

4,

76.7

8'

SIG

N

+75.3

3,

72.5

8'

SIG

N

+56.0

6,

5.5

4'

SIG

N

+56.6

4,

5.0

8'

SIG

N

+45.5

0,

44.0

2'

SIG

N

+45.2

9,

43.8

0'

SIG

N

+37.2

0,

6.7

2'

GAS

MA

RK

ER

+70.7

9,

8.6

7'

GAS

MA

RK

ER

+65.1

4,

8.6

4'

GAS

MA

RK

ER

+13.0

3,

4.2

7'

GU

AR

DR

AIL

+64.1

9,

4.6

3'

GU

AR

DR

AIL

+59.1

9,

67.7

1'

GU

AR

DR

AIL

+52.4

9,

45.1

1'

GU

AR

DR

AIL

+42.7

0,

58.3

8'

PW

P

+00.4

8,

70.4

5'

SIG

N

+54.0

2,

48.9

7'

FIB

ER

OP

TIC

MA

RK

ER

+13.7

5,

55.4

8'

MA

NH

OLE

+97.1

4,

59.2

6'

MA

NH

OLE

+92.3

3,

57.6

1'

MA

NH

OLE

+91.8

9,

57.9

2'

MA

NH

OLE

+96.7

2,

59.2

2'

MA

NH

OLE

+88.6

6,

58.8

2'

TE

LE

PH

ON

E

BO

X

+58.3

5,

50.3

0'

MA

NH

OLE

+23.3

9,

60.1

4'

TE

LE

PH

ON

E

BO

X

+48.3

2,

78.8

8'

TE

LE

PH

ON

E

BO

X

+47.6

1,

74.5

7'

TE

LE

PH

ON

E

BO

X

+10.5

9,

53.3

7'

FIB

ER

OP

TIC

MA

RK

ER

+38.2

8,

46.4

4'

MA

NH

OLE

+65.0

3,

42.4

6'

MA

NH

OLE

+10.1

4,

52.6

3'

FIB

ER

OP

TIC

MA

RK

ER

+95.9

1,

46.7

0'

TB

M

#1

+83.4

7,

6.4

7'

TB

M

#2

+87.6

8,

40.7

6'

35

MP

H

SP

EE

D

SIG

N

+85.1

5,

4.1

9'

35

MP

H

SP

EE

D

SIG

N

+60.4

3,

49.5

3'

ST

RE

ET

SIG

N

+17.5

5,

71.0

0'

NO

TR

UC

KS

ALL

OW

ED

SIG

N

+42.9

6,

70.0

6'

NO

TR

UC

KS

ALL

OW

ED

SIG

N

+64.1

7,

79.1

0'

ST

OP

SIG

N

+07.4

7,

41.6

9'

35

MP

H

SP

EE

D

SIG

N

F

FF

TB

TB

F

CB

CB

CBCB

F

FF

F

F

F

F

36

+03.9

3,

0.0

1'

46

+87.8

8,

54.4

8'

44

+90.75, 21.

72'

48

+78.27, 31.

47'

ASPHALT

GRASS

GRASS

ASPHALT

GRASS

GRASS

GRAVELGRASS

GRASS

SUBSTATION

ELECTRIC

67

N/A

1" = 50'

MA

TC

HLIN

E -

ST

A 428

+00.0

0 "T1"

JACKSON COUNTY

JACKSON TWP.

SEC. 24, T-6-N, R-5-E

JACKSON COUNTY

JACKSON TWP.

SEC. 19, T-6-N, R-6-E





MA

TC

HLIN

E -

ST

A 441

+00.0

0 "T1"

STA 435+00.00 TO STA 450+00.00 "T1"

PLAN SHEET

1:5

0

2:3

6:3

0

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

42800-

44100.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

TTTT

TTAIRPORT RD.

SC

HLETE

R

RD.

Kocolene Marketing, LLC

Seymour Housewares Corporation

Steven D. & Michael W. Hackman (1/2 interest)

Pauline K. Hackman (1/2 interest)

(1/2 interest)

Michael W. Hackman

Steven D. &

(1/2 interest)

Pauline K. Hackman

of Indiana, Inc.

Public Service Company

Mc

DO

NA

LD

ST

RE

ET

RD

430

+00

435

+00

440

+00

P.I.

436

+85.6

5

LINE "PRT1"

P.I. = 436+85.65

CURVE DATA

For Inf

ormati

on O

nly

+23.7

8,

73.4

3'

SIG

N

+34.6

4,

16.1

9'

GAS

VA

LV

E

+04.4

5,

4878.5

4'

LIG

HT

PO

LE

+12.1

0,

4866.2

7' IN

LE

T

+01.8

2,

4816.2

9' IN

LE

T

+58.3

0,

4755.0

6'

SIG

N

+23.2

6,

93.0

7'

TR

EE

+22.7

6,

137.7

8'

TR

EE

+53.6

6,

140.6

3'

TR

EE

+16.4

6,

142.3

6'

TR

EE

+02.0

1,

64.5

4'

TR

EE

+72.7

0,

145.5

0'

TR

EE

+86.4

6,

130.3

0'

TR

EE

+91.0

9,

94.8

9'

TR

EE

+23.6

4,

148.3

7'

TR

EE

+36.4

4,

70.9

7'

TR

EE

+39.0

2,

61.1

1'

TR

EE

+19.8

8,

177.6

1'

TR

EE

+19.8

8,

177.6

1'

TR

EE

+17.0

7,

64.5

1'

PW

P

+01.4

0,

65.4

0'

PW

P

+39.0

1,

64.7

4'

PW

P

+64.7

8,

59.4

8'

PW

P

+13.7

7,

37.7

6'

PW

P

+89.1

7,

37.6

3'

PW

P

+37.5

4,

36.8

1'

PW

P

+52.2

5,

13.7

5'

PW

P

+78.6

3,

13.7

2'

PW

P

+16.0

6,

47.5

6'

PW

P

+13.7

0,

53.5

4'

PW

P

+25.8

9,

53.4

6'

PW

P

+74.1

1,

87.7

8'

PW

P

+42.4

7,

67.3

8'

PW

P

+50.8

1,

63.8

9'

PW

P

+52.6

4,

50.0

6'

PW

P

+54.6

3,

66.4

1'

PW

P+

55.5

0,

66.2

8'

PW

P

+20.3

7,

48.2

1'

PW

P

+64.3

9,

7.8

9'

SIG

N

+04.9

6,

64.6

2'

GU

Y

WIR

E

+07.3

1,

64.0

9'

GU

Y

WIR

E

+08.6

5,

64.1

7'

GU

Y

WIR

E

+65.1

0,

155.3

8'

GU

Y

WIR

E

+57.2

8,

83.8

8'

MA

NH

OLE

+65.8

3,

83.8

4'

LIG

HT

PO

LE

+03.7

6,

57.6

5'

TE

LE

PH

ON

E

BO

X

+38.4

9,

66.1

3'

TE

LE

PH

ON

E

BO

X

+57.0

2,

66.2

6'

TE

LE

PH

ON

E

BO

X

+56.3

9,

77.7

9'

PO

ST

+47.8

4,

104.3

5'

GU

AR

DR

AIL

+09.7

1,

48.8

6'

GU

AR

DR

AIL

+13.1

9,

151.8

8'

SIG

N

+10.8

8,

163.2

4'

MA

NH

OLE

+24.1

2,

65.8

0'

GU

Y

WIR

E

+26.3

7,

66.1

9'

GU

Y

WIR

E

+27.3

1,

65.5

0'

GU

Y

WIR

E

+41.4

4,

71.1

2'

ELE

CT

RIC

BO

X

+24.3

4,

43.7

9'

GU

Y

WIR

E

+34.3

2,

4.3

5'

PW

P

+44.8

3,

15.3

5'

MO

NU

ME

NT

+32.4

3,

103.2

1'

PO

ST

+66.3

6,

105.0

0'

PO

ST

+40.7

4,

138.5

1'

PO

ST

+21.9

9,

21.5

8'

MA

NH

OLE

+27.9

7,

24.8

6'

MO

NU

ME

NT

+79.7

5,

10.2

6'

GU

AR

DR

AIL

+89.4

2,

8.4

8'

MA

NH

OLE

+84.3

3,

28.8

9'

TR

AFFIC

SIG

NA

L

PO

LE

+12.8

1,

42.3

1'

LIG

HT

PO

LE

+14.2

9,

42.0

7'

ELE

CT

RIC

ME

TE

R

+96.7

3,

166.3

7'

PW

P

+46.8

2,

4.8

8'

GU

Y

WIR

E

+11.1

9,

9.0

9'

MA

NH

OLE

+44.8

2,

13.0

2'

MO

NU

ME

NT

+53.6

9,

10.5

6'

MA

NH

OLE

+73.7

0,

21.7

8'

ELE

CT

RIC

BO

X

+84.2

5,

35.4

5'

MO

NU

ME

NT

+84.6

1,

32.7

3'

MA

NH

OLE

+78.0

2,

18.3

6'

TR

AFFIC

MA

NH

OLE

+43.3

3,

9.7

1'

TB

M

#1

+27.3

4,

4.0

2'

TR

AFFIC

MA

NH

OLE

+72.9

8,

151.9

5'

TR

EE

+08.7

9,

16.9

7'

ST

OP

SIG

N

+56.7

2,

239.7

2'

TR

EE

+28.4

4,

116.5

3'

BU

SH

+34.1

2,

117.1

8'

BU

SH

+45.1

8,

107.0

4'

BU

SH

+54.3

8,

110.4

0'

BU

SH

+63.0

7,

112.8

6'

BU

SH

+71.7

0,

115.3

5'

BU

SH

+75.7

7,

117.6

2'

BU

SH

+75.9

1,

122.8

1'

BU

SH

+75.2

7,

124.6

3'

BU

SH

+74.1

4,

128.6

8'

BU

SH

+74.7

3,

135.6

9'

BU

SH

+72.6

5,

206.5

0'

BU

SH

+74.9

6,

200.5

3'

BU

SH

+76.1

8,

195.3

1'

BU

SH

+76.9

3,

191.8

1'

BU

SH

+99.3

1,

133.5

8'

BU

SH

+96.9

7,

127.8

2'

BU

SH

+93.1

2,

122.1

3'

BU

SH

+95.2

7,

113.7

8'

BU

SH

+01.8

8,

109.6

0'

BU

SH

+03.1

5,

113.7

9'

BU

SH

+07.3

9,

107.4

6'

BU

SH

+70.8

8,

178.3

6'

BU

SH

+73.6

0,

178.6

7'

BU

SH

+73.1

5,

170.3

2'

BU

SH

+76.9

3,

171.5

1'

BU

SH

+25.2

6,

199.4

1'

BU

SH

+25.0

1,

195.4

4'

BU

SH

+11.8

8,

194.2

9'

BU

SH

+13.0

2,

163.9

3'

BU

SH

+12.8

3,

158.1

3'

BU

SH

+31.2

8,

120.5

4'

BU

SH

+34.2

4,

121.1

7'

BU

SH

+39.0

9,

118.5

3'

BU

SH

+48.2

6,

118.6

5'

BU

SH

+68.0

9,

127.7

5'

BU

SH

+55.7

8,

90.0

3'

BU

SH

+26.3

8,

172.0

9'

BU

SH

+69.4

0,

163.4

8'

BU

SH

+99.3

1,

186.5

8'

BU

SH

+09.8

3,

187.1

3'

BU

SH

+17.4

5,

186.6

9'

BU

SH

+37.3

8,

187.7

4'

BU

SH

+78.8

7,

172.5

7'

TR

EE

+16.9

6,

93.3

4'

TR

EE

+74.4

1,

175.0

6'

TR

EE

+49.5

5,

160.8

7'

TR

EE

+00.0

6,

88.4

5'

TR

EE

+57.3

3,

133.7

3'

TR

EE

+18.7

4,

233.2

0'

PW

P

+48.3

9,

146.4

1'

PW

P

+77.2

6,

62.8

1'

PW

P

+05.3

9,

2.0

6'

PW

P

+43.6

3,

71.7

2'

PW

P

+20.1

9,

60.8

8'

PW

P

+19.8

7,

60.3

7'

PW

P

+73.1

1,

61.0

0'

PW

P

+21.8

1,

5.5

1'

SIG

N

+05.3

6,

80.2

0'

SIG

N

+93.3

0,

69.3

8'

SIG

N

+90.8

5,

183.1

8'

TR

EE

+16.0

7,

59.8

5'

GU

Y

WIR

E

+25.6

1,

59.7

7'

GU

Y

WIR

E

+37.9

6,

60.3

1'

GU

Y

WIR

E

+41.2

5,

59.8

8'

GU

Y

WIR

E

+41.2

5,

59.8

8'

GU

Y

WIR

E

+12.0

9,

66.6

4'

LIG

HT

PO

LE

+51.6

8,

60.1

5'

TE

LE

PH

ON

E

BO

X

+83.1

9,

62.0

2'

TE

LE

PH

ON

E

BO

X

+86.7

6,

70.3

1'

PO

ST

+86.9

0,

75.1

2'

PO

ST

+24.3

0,

62.2

1'

TE

LE

PH

ON

E

BO

X

+39.8

4,

118.2

3'

MAIL

BO

X

+80.6

4,

53.2

9'

FIB

ER

OP

TIC

MA

RK

ER

+84.8

2,

53.0

0'

FIB

ER

OP

TIC

MA

RK

ER

+19.5

1,

46.8

4'

MA

NH

OLE

+83.1

2,

60.1

2'

PW

P

+81.9

1,

54.7

9'

MAIL

BO

X

+71.6

2,

2.1

4'

GU

AR

DR

AIL

+36.4

9,

1.6

6'

GU

Y

WIR

E

+36.3

7,

1.4

7'

GU

Y

WIR

E

+36.4

3,

0.3

9'

GU

Y

WIR

E

+36.5

6,

47.6

5'

MA

NH

OLE

+52.4

1,

57.7

8'

CLE

AN

OU

T

+27.2

2,

61.6

3'

TE

LE

PH

ON

E

BO

X

+54.6

0,

67.7

6'

SIG

N

+53.2

1,

60.9

0'

WA

TE

R

ME

TE

R

+53.3

1,

61.0

7'

WA

TE

R

ME

TE

R

+26.6

9,

164.2

1'

FL

AG

PO

LE

+87.7

2,

11.5

5' IN

LE

T

+45.1

2,

2.9

8'

WA

TE

R

VA

LV

E

+45.7

9,

2.4

6'

FIR

E

HY

DR

AN

T

+11.7

1,

1.3

6'

SIG

N

+79.6

7,

2.0

9'

GU

AR

DR

AIL

+64.5

7,

78.3

7'

SIG

N

+03.5

5,

56.2

9' IN

LE

T

+59.8

2,

71.8

7'

GU

Y

WIR

E

+66.0

7,

72.6

1'

GU

Y

WIR

E

+71.3

5,

72.4

7'

GU

Y

WIR

E

+77.9

9,

72.5

2'

GU

Y

WIR

E

+84.3

9,

72.4

1'

GU

Y

WIR

E

+90.5

5,

72.6

2'

GU

Y

WIR

E

+96.1

8,

72.4

7'

GU

Y

WIR

E

+80.6

3,

103.2

3'

CO

NT

RO

L

POIN

T

+71.1

6,

187.1

4'

CO

NT

RO

L

POIN

T

+74.5

5,

233.9

0' IN

LE

T

+74.2

0,

150.3

0' IN

LE

T

+15.8

5,

94.5

1'

TR

AFFIC

SIG

NA

L

PO

LE

+76.7

9,

14.7

9'

CO

NT

RO

L

POIN

T

+14.5

0,

128.2

4'

TE

LE

PH

ON

E

PO

LE

+56.3

6,

5.3

4'

GU

Y

WIR

E

+64.7

8,

5.2

7'

GU

Y

WIR

E

+72.8

7,

5.4

7'

GU

Y

WIR

E

+77.4

0,

5.1

1'

GU

Y

WIR

E

+01.0

9,

6.3

9'

FIB

ER

OP

TIC

MA

RK

ER

+35.4

0,

6.4

4' IN

LE

T

+77.8

7,

1.9

4'

SIG

N

+08.5

1,

15.9

0'

35

MP

H

SP

EE

D

SIG

N

+17.8

8,

61.1

0'

ST

OP

SIG

N

GV

F

F

EM

FF

TB

TB

TB

TB

TB

F

TB

TB

TB

M

M

F

W

W

W WW

WV

WV

S

54

+38.11, 34.68'

59

+94.99, 58.28'

N 10

3354.70

FT

E 4310

3.68 F

T 59

+48.08, 40.64'

BUILDING

COMMERCIAL

ASPHALT

GRASS

GRASS

ASPHALT ASPHALT ASPHALT

ASPHALT

GRASS

GRASS

ASPHALT

GRASS

FOUNTAIN

GRASS

GRAVEL

GRASSGRASS

CONC

ASPH

COMMERCIAL BUILDING

SAMPLE BUILDINGS

JACKSON COUNTY

JACKSON TWP.

SEC. 24, T-6-N, R-5-E

JACKSON COUNTY

JACKSON TWP.

SEC. 19, T-6-N, R-6-E





1" = 50'

N/A

68

MA

TC

HLIN

E -

ST

A 441

+00.0

0 "T1"

STA 441+00.00 TO STA 453+00.00 "T1"

PLAN SHEET

STA. 452+53.37 "T1"

END CONSTRUCTION

1:5

0

2:3

7:0

2

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP

44100-

45300.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

C

HMA SHOULDERJ

K


22

26 NURSERY SODDING

TYPE


O

R MILL & RESURFACE

T

S SAW CUT


U UNDERDRAIN, 6"

15






27 SEEDING

TRUCK APRON17

13 CONCRETE CURB 6"

TTTT

TTTTTT

U.S.

HW

Y.

50

U.S.

HW

Y.

50

AIRPORT RD.

CO

RP

OR

ATE

WA

Y

KIM

BE

RL

Y

ST.

Kevana Properties, LLC

John R. Moore

Insurance Company, Inc.

United Farm Bureau Mutual The Peoples Bank

John Richey, Inc.

John Richey, Inc.

Vernon & Wanda Melton

Indiana

State of

445

+00

450

+00

P.I.

449

+30.7

1

P.I.

450

+31.4

4

LINE "PRT1"

P.I. = 449+30.71 P.I. = 450+31.44


For Inf

ormati

on O

nly

SEE INTERSECTION DETAILS FOR ROUNDABOUT INFORMATION

STA 7+20.00 TO STA 13+00.00 "SR-11"


1" = 50'

N/A

570

580

590

600600

570

580

590

600600



Indian Creek Acres, L.L.C. Indian Creek Acres, L.L.C.

LIN

E "B"

E=48296.48'

N=97429.20'

STA. 103+00.00 "SR-11"

END CONSTRUCTION

ELEV. = 584.62

STA. 103+00.00 "SR-11"

END CONSTRUCTION

NO CURVE

ELEV. 584.59

P.V.I. 102+50.00 "SR-11"

JACKSON COUNTY

JACKSON TWP.

SEC. 29, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 28, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 28, T-6-N, R-6-E

JACKSON COUNTY

JACKSON TWP.

SEC. 29, T-6-N, R-6-E

466.54

+54.54

440.46

+15.07

69

STA. 103+92.32 "SR-11"

END INCIDENTAL CONSTRUCTION

STA. 103+92.32 "SR-11"


=48310.18'

N=96850.15'

STA. 97+20.00 "SR-11"

BEGIN CONSTRUCTION

STA. 96+64.77 "SR-11"

CONSTRUCTION

BEGIN INCIDENTAL

ELEV. = 586.50

STA. 97+20.00 "SR-11"

BEGIN CONSTRUCTION

STA. 96+64.77 "SR-11"

CONSTRUCTION

BEGIN INCIDENTAL

P.I. 94+62.06

P.O.T. 94+62.06

P.I. 108+24.72

P.O.T. 108+24.72

1:5

0

2:3

8:3

5

PM

9/

18/

2017

W:\

Sey

mour\

2015-

161

Sey

mour -

Southern

Bypass\

Desig

n\

Public Inform

atio

n

Meetin

g\

2017-

09-

20\

PP-

SR

11.d

gn


INDIANA


DESIGNED:

CHECKED: CHECKED:

DRAWN:

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT PROJECT

of

SHEETS

DESIGNATION

BRIDGE FILE

FOR APPROVAL

RECOMMENDED

indot.t

bl

PD

F

Color.pltcfg

RE

VISIO

N

3.0

1600743

1600743

HDP LWR

HDPRSHR-40004

P.T.

111

+19.9

8 "B"

+116 "P

RT3",

ST

R.

NO. 113

0.139%

-0.437% 0.059%

100+00 101+00 102+00 103+00 104+00

586.6

586.8

586.9

586.8

586.6

586.1

585.5

585.1

584.8

584.6

584.6

584.6

584.6

586.5

4

586.6

1

586.6

8

586.7

7

586.9

1

587.0

6

586.3

1

585.5

9

585.0

8

584.8

0

584.5

9

584.6

2

97+00 98+00 99+00

SR11/ WALNUT ST

SR11/ WALNUT ST

105

+00

LINE "SR-11"

95

+00

For Inf

ormati

on O

nly

140+

00

P.I. 17+92.23 "PR-O"

138+

00

139+

00

140+

00

141+

00

142+

00

143+

00

C.R. 340

APP. P.L.



APP. EXIST. R/W

&

P.L.

APP. EXIST. R/W

&

P.L.



L

I

N

E

"

O

-

1

"

L

I

N

E

"

O

-

2

"

P.O.T. 16+44.02 "O-2"=

O.P.O.T. 22+47.50 "PR-O", 4.02' Lt.

SEE GEOMETRIC DETAIL

P.O.T. 15+44.81 "O-1"=

O.P.O.T. 15+44.81 "PR-O", 2.22' Rt.

SEE GEOMETRIC DETAILS

LINE "PR-O"

N1°09'16"W

LINE "PR-O"

N1°18'28"W


P.O.T. 14+17.00 "PR-O"


P.O.T. 23+47.50 "PR-O"

P.O.T. 18+92.19 "PR-O"=

P.O.T. 140+40.30 "B"

Str. No. 11B


with 2 End Sections

Req'd.

+22 Rt.,

Str. No. 11C


with 2 End Sections

Req'd.

+43 Rt.,

P.O.T. 15+44.81 "PR-O"

BEGIN CONSTRUCTION

N = 96361.57'

E = 50969.40'

P.O.T. 22+47.50 "PR-O"

END CONSTRUCTION

N = 97064.09'

E = 50954.02'

580

585

590

595

600

605

610

615

580

585

590

595

600

605

610

615

12+00 13+00 14+00 15+00

595.2

16+00

595.3

595.2

17+00

595.1

595.1

18+00

595.3

595.0

19+00

594.8

594.8

20+00

594.9

594.9

21+00

594.9

595.0

22+00

595.0

594.9

23+00

594.4

594.1

24+00

594.4

594.6

25+00 26+00 26+48

SEE PROFILE LINE "O-2" ON


FOR PROPOSED GRADE

SEE PROFILE LINE "O-1" ON


FOR PROPOSED GRADE

EXISTING GROUND ALONG "PR-O"

594.09

+ 24.6

592.53

+ 14.3

-0.5

4%

-0.10%

+0.4

9%

592.77

+ 69.8

592.69

+ 50.0

593.65

+ 47.5




STR. NO. 12

STR. NO. 12

ELEV. = 595.24

"PR-O"STA. = 15+44.81,

BEGIN CONSTRUCTION

-0.330%

+ 24.6

593.27

+ 14.3

592.31

+0.100%

+0.7

10%

+0.100%

+0.7

10%

+ 69.8

592.17

+ 50.0

592.25

+ 47.5

593.65


GRADE OF SPL. DTICH, LT.


STR. NO. 11

STR. NO. 11

ELEV. = 595.00

"PR-O"STA. = 22+47.50,

END CONSTRUCTION

PROJECT


PLAN AND PROFILE

1600743

70

1600743

R-40004

SURVEY BOOK

DESIGNATION

BRIDGE FILE

CONTRACT

HORIZONTAL SCALE

VERTICAL SCALE

of

SHEET

DATEDESIGN ENGINEER

FOR APPROVAL

RECOMMENDED

CHECKED:

DESIGNED: DRAWN:

CHECKED:

145

1" = 50'

1" = 5'

R.D.S. K.R.U.

L.L.C.L.L.C.

STA. 12+00.00 TO STA. 26+50.00 LINE "PR-O"

PLO

T SCALE: 1:1 ED

IT D

ATE: 7/12/11 - 10:21 AM

ED

ITED

BY: KU

PSH

AW

D

RAW

IN

G FILE: P:\516043-1 BU

RKART\ACAD

\06 PLAN

PRO

F\RD

_PLAN

PRO

FILE SH

EET_O

_50_01.D

WG

PRIN

T D

ATE: 9/18/17

SEC. 29, T6N, R6E

JACKSON TWP.

JACKSON COUNTY

Rust Farms, LLC

Silgan Plastics CorpRennekmap, Paul D & Angela DGillaspy - Rennekamp


Ru

st F

arm

s, L

LC

ALL TOPOGRAPHY DESCRIBED FROM LINE "PR-O" EXCEPT AS NOTED.

ALL R/W DESCRIBED FROM LINE "PR-O" EXCEPT AS NOTED.

CURVE DATA

P.I.

=

R =

PROPOSED PROFILE AND ELEVATIONS FOR LINE "PR-O" THROUGH ROUND-A-BOUT AREA ARE FOR DESIGN PURPOSES ONLY

SEE SPOT ELEVATION DETAILS

15+

00

20+

00

25+

00

17+92.23 "PR-O"

0°09'12" LT.

No Curve Run

For Inf

ormati

on O

nly

AutoCAD SHX Text

29

AutoCAD SHX Text

15"CMP=592.5'

AutoCAD SHX Text

15"CMP=592.4'

AutoCAD SHX Text

TB

AutoCAD SHX Text

TB

AutoCAD SHX Text

F

AutoCAD SHX Text


AutoCAD SHX Text

+34.61, 14.23' TELEPHONE BOX

AutoCAD SHX Text

+11.85, 20.28' 15" CMP

AutoCAD SHX Text


AutoCAD SHX Text

+44.42, 18.65' GUY WIRE

AutoCAD SHX Text

+47.74, 18.37' GUY WIRE

AutoCAD SHX Text

+49.51, 18.54' GUY WIRE

AutoCAD SHX Text

+63.14, 18.15' PWP

AutoCAD SHX Text


AutoCAD SHX Text

+32.23, 20.37' PWP

AutoCAD SHX Text

+05.26, 39.47' SIGN

AutoCAD SHX Text

+09.93, 35.12' 15" CMP

AutoCAD SHX Text

+09.78, 52.76' GUY WIRE

AutoCAD SHX Text

+10.55, 64.35' TELEPHONE BOX

AutoCAD SHX Text

+09.66, 67.21' PWP

AutoCAD SHX Text


AutoCAD SHX Text

+09.08, 19.87' PWP

information set 9-20-2017.pdf · p.o.t. 59+72.03 "prt2"= curve data p.i. = 62+70.72...

Documents