PROJECT DESIGNATION INDIANA DEPARTMENT · 934.07. 934.1. 934.06. 0.65%. PVI Sta. 17+00 PVI El. 932.00 200' V.C. 146' Of 12" Pipe @ 0.57% Req'd Str. No. 121 66' Of 18" Pipe @ 0.23%

WILLIAMS ST.

WASHINGTON ST.

I

N

D

I

A

N

A

P

O

L

I

S

A

V

E

.

GRAN

T ST.

MAYORMATTHEW GENTRY

JANE TAYLOR MEMBER

BILL STONER MEMBER

ALLEN MILBURN MEMBER

DICK ROBERTSON MEMBER

SCALE: NONE

BEGIN PROJECT

P.O.T. Sta. 10+00.00 "PR-A-1"

Approx. 40°03'01" N. Lat. & 86°27'37" W. Long.

VICINITY MAP

CITY OF LEBANON

UTILITIES

AT&T DISTRIBUTION: CURTIS MILLER

116 E TAYLOR ST.

KOKOMO, IN 46901

765-454-4054

CAUTION

LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE

BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes,

inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE

IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR

WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND

EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND

UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL

CONSTRUCTION.

R

R

INDEX

SHEET NO. DESIGNATION

1 TITLE SHEET

CITY OF LEBANON

BOARD OF PUBLIC WORKS

ERC

END CONSTRUCTION

P.O.T. Sta. 35+04.46 "PR-A-1"

1" = 500'

BOONE COUNTY REMC: JEFF DICKERSON

PO BOX 563

LEBANON, IN 46052

765-482-2390

VECTREN: STEVEN NEAL

3419 RASCAL DR.

KOKOMO, IN 46901

765-449-5673

COMCAST: JOHN GAYDAY

720 TAYLOR ST.

FORT WAYNE, IN 46802

260-458-5107

LEBANON WATER: RYAN OTTINGER

401 S MERIDIAN ST.

LEBANON, IN 46502

765-482-8843

METRONET: DOUG RECKART

8036 COLE WOOD BLVD.

INDIANAPOLIS, IN 46239

317-809-8067

KEVIN KRULIK, P.E. CITY ENGINEER, ERC

13

PROJECT LOCATION SHOWN BY

%

-

-

-

2,718

PROJECT DESIGN CRITERIA

DESIGN SPEED

DIRECTIONAL DISTRIBUTION

ACCESS CONTROL

FUNCTIONAL CLASSIFICATION

TERRAIN

A.A.D.T.

A.A.D.T.

D.H.V.

TRUCKS

RURAL/URBAN

(2018)

(2022)

(2022)

% A.A.D.T.

% D.H.V.

V.P.H.

V.P.D.

V.P.D.

GRANT STREET

DESIGN DATA

TRAFFIC DATA

-

LEVEL

NONE

MAJOR COLLECTOR

RECONSTRUCTION NON-FREEWAY

20 MPH

URBAN

1" = 20'

1" = 20'

1" = 20'

1" = 20'

ROAD PLANS

MAX. GRADE- 4.70%

{ {

PROFILE

PLAN

VERT:-

HORIZ:-

TRANS:-

LONG:-

SCALES:

NET LENGTH: 0.41 mi

GROSS LENGTH: 0.41 mi

GRANT ST. RECONSTRUCTION PHASE 2

THIS PROJECT IS A RECONSTRUCTION AND WIDENING OF GRANT STREET FROM INDIANAPOLIS AVENUE TO.

WASHINGTON STREET . THE PROJECT IS LOCATED IN SECTIONS 30 AND 31, TOWNSHIP 19 NORTH, RANGE 1

EAST ON THE LEBANON, INDIANA QUADRANGLE MAP, LEBANON, INDIANA.

INDIANA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS DATED 2020 TO BE USED WITH THESE PLANS.

SCALE: NONE

INDIANA DEPARTMENT

OF TRANSPORTATION

O A

A

AT

I

N TF TR

N S

P ORTATION

NA

DEP

RME

ND I

PROJECT NO. P.E.

R/W

CONST.

FOR LETTING:

DATE

PROJECT DESIGNATION

CONTRACT

PLANS

PREPARED BY:

PHONE

(317)713-4615

Butler Fairman and Seufert Inc.

CERTIFIED BY:

DATE

APPROVED

INDIANA DEPARTMENT OF TRANSPORTATION

CONTRACT PROJECT

SHEET

DESIGNATION

OF

BRIDGE FILE

BFS N

O.

SURVEY BOOK

R-40877

R-40877

2001641

2001641

2001641

2001641

1

6315

COUNTY

INDIANAPOLIS AVE. TO WASHINGTON ST.

XXXXXX

END PROJECT

P.O.T. Sta. 35+04.46 "PR-A-1"

BEGIN CONSTRUCTION

P.O.T. Sta. 10+00.00 "PR-A-1"

AutoCAD SHX Text925.2

AutoCAD SHX TextW.S.

AutoCAD SHX TextKnow what's

AutoCAD SHX TextCall

AutoCAD SHX Textbelow.

AutoCAD SHX Textbefore you dig.

AutoCAD SHX Text\\bfsnt241\jobs5\631500.0000\ProjDevelopment\Design\Drawings\Phase 2\Phase 2 - 6315R101.dwg Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:48 PM Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:48 PMDouglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:48 PM Plot:6/18/2020 7:40 AM Save:1/16/2020 4:48 PM6/18/2020 7:40 AM Save:1/16/2020 4:48 PM Save:1/16/2020 4:48 PM1/16/2020 4:48 PM

2%

11'-0"2'-0"

Line "A"

TYPICAL SECTION - GRANT ST.

Scale: 1/4" = 1'-0'

Sta. 10+28.58 "PR-A-1" to 31+89.21 "PR-A-1"

27

3

:

1

3

:

1

Fill

Cut

5'-0"

2%

11'-0" 2'-0"

27

3

:

1

3

:

1

Fill

Cut

5'-0"

1.5% 1.5%

K

15

K

15

F F

Subgrade Treatment

2'-0" 2'-0"

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

DEPARTMENT OF TRANSPORTATION

INDIANA

DAV

ACE

SHH

DAV

1" = 20'

1" = 10'

R-40877

2001641

2

2001641

6315

LEGEND

Concrete Sidewalk, 4"

HMA Pavement (Depth TBD)

2' Combined Conc. Curb & Gutter

Seeding, Type U

F

K

15

27


Structure No. 110

+80, 12.0' Lt.

Inlet, Type J-10 &

Structure No. 112

+80, 4.5' Rt.

Manhole, Type C-4 &

4' Of 12" Pipe Req'd

Structure No. 111

+80, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 114

+30, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 115

+30, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 113

+30, 12.0' Lt.

Inlet, Type J-10 &


Structure No. 117

+80, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 118

+80, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 116

+80, 12.0' Lt.

Inlet, Type J-10 &


I

n

d

i

a

n

a

p

o

l

i

s

A

v

e

.

Grant St.

Grant St.

CR

C

CC

CC

K

K

15

15

15

15

F

F

F

F

F

F

P.O.T. Sta. 10+00.00 "PR-A-1"

10+

00

11+

00

12+

00

13+

00

14+

00


App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Prop. R/W

BEGIN PROJECT

P.O.T. Sta. 10+28.58 "PR-A-1"

Match Line - S

ta. 15+

00 "P

R-A

-1"

890

900

910

920

930

940

950

890

900

910

920

930

940

950

10+00 11+00 12+00 13+00 14+00 15+00

936.7

936.7

936.2

936.1

935.7

935.6

935.3

935.0

934.9

934.6

934.4

934.2

933.8

933.4

933.5

933.5

933.5

933.6

933.6

933.5

933.5

933.4

933.5

933.5

933.6

933.5

936.69

936.68

936.24

936.10

935.74

935.55

935.33

934.96

934.90

934.58

934.39

934.17

933.83

933.40

933.47

933.49

933.55

933.62

933.58

933.48

933.53

933.44

933.47

933.45

933.58

933.51

-0.66%

BEGIN PROJECT

Sta. 10+28.58 "PR-A-1"

Str. No. 112

146' Of 12" Pipe @ 0.49% Req'd

Str. No. 115

146' Of 12" Pipe @ 0.59% Req'd

Str. No. 118

Existing Grade

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

DAV

ACE

SHH

DAV

1" = 20'

1" = 10'

R-40877

2001641

3

2001641

6315

LEGEND

Concrete Pavement For Drives, 6"


HMA Pavement


C

F

K

15

Conc. Curb RampCR


Structure No. 117

+80, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 118

+80, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 116

+80, 12.0' Lt.

Inlet, Type J-10 &


Structure No. 120

+30, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 121

+30, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 119

+30, 12.0' Lt.

Inlet, Type J-10 &


Structure No. 123

+00, 12.0' Rt.

Inlet, Type M-10 &


Structure No. 122

+00, 12.0' Lt.

Inlet, Type M-10 &


Structure No. 126

+50, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 124

+00, 4.5' Rt.

Manhole, Type C-4 &



Structure No. 128

+70, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 129

+70, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 127

+70, 12.0' Lt.

Inlet, Type J-10 &

Structure No. 131

+00, 12.0' Rt.

Inlet, Type J-10 &

Structure No. 130

+00, 12.0' Lt.

Inlet, Type J-10 &




Structure No. 125

+50, 12.0' Lt.

Inlet, Type J-10 &

Grant St.

E Elm

St.

Grant St.

Grant St.

CR

CC

C

C

C

C

C

K

K

15

15

15

15

F

F

F

F

F

F

16+

00

17+

00

18+

00

19+

00

Structure No. 132

+00, 4.5' Rt.

Manhole, Type C-4 &


App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Match Line - S

ta. 15+

00 "P

R-A

-1"

Match Line - S

ta. 20+

00 "P

R-A

-1"

890

900

910

920

930

940

950

890

900

910

920

930

940

950

15+0015+00 16+00 17+00 18+00 19+00 20+00

933.51

933.51

933.38

933.30

933.30

933.26

933.10

933.08

932.97

932.85

932.83

932.60

932.62

932.58

932.65

932.47

932.68

932.87

933.08

933.21

933.26

933.36

933.52

933.76

933.94

934.07

934.06

933.5

933.5

933.4

933.3

933.3

933.3

933.1

933.1

933.0

932.8

932.8

932.6

932.6

932.6

932.7

932.5

932.7

932.9

933.1

933.2

933.3

933.4

933.5

933.8

933.9

934.1

934.1

0.65%

PVI Sta. 17+00

PVI El. 932.00

200' V.C.

146' Of 12" Pipe @ 0.57% Req'd

Str. No. 121

66' Of 18" Pipe @ 0.23% Req'd

Str. No. 124

166' Of 24" Pipe @ 0.15% Req'd

Str. No. 129

126' Of 24" Pipe @ 0.15% Req'd

Existing Grade

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

DAV

ACE

SHH

DAV

1" = 20'

1" = 10'

R-40877

2001641

4

2001641

6315

LEGEND



HMA Pavement


C

F

K

15

Conc. Curb RampCR


Structure No. 131

+00, 12.0' Rt.

Inlet, Type J-10 &

Structure No. 130

+00, 12.0' Lt.

Inlet, Type J-10 &



Structure No. 134

+50, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 135

+50, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 133

+50, 12.0' Lt.

Inlet, Type J-10 &


Structure No. 137

+00, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 138

+00, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 136

+00, 12.0' Lt.

Inlet, Type J-10 &


Grant St.

Grant St.

E. South St.

CRC

C

CC

C

C

C

C

C

C

C

K

K

15

15

15

15

F

F

F

F

21+

00

22+

00

23+

00

24+

00

Structure No. 132

+00, 4.5' Rt.

Manhole, Type C-4 &


App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Match Line - S

ta. 20+

00 "P

R-A

-1"

Match Line - S

ta. 25+

00 "P

R-A

-1"

890

900

910

920

930

940

950

890

900

910

920

930

940

950

20+0020+00 21+00 22+00 23+00 24+00 25+00

934.1

934.1

934.1

934.0

934.0

934.3

934.5

934.5

934.7

935.0

934.9

934.6

934.3

934.3

934.1

933.8

933.6

933.2

932.9

932.7

932.2

932.1

931.8

931.8

931.6

931.8

931.6

934.06

934.06

934.11

934.04

933.99

934.30

934.46

934.52

934.71

934.96

934.89

934.60

934.30

934.25

934.10

933.83

933.64

933.16

932.92

932.68

932.24

932.13

931.81

931.76

931.58

931.77

931.63

-0.84%

PVI Sta. 21+65

PVI El. 935.00

200' V.C.

Str. No. 132

346' Of 24" Pipe @ 0.15% Req'd

Str. No. 135

146' Of 24" Pipe @ 0.15% Req'd

Str. No. 138

Existing Grade

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

DAV

ACE

SHH

DAV

1" = 20'

1" = 10'

R-40877

2001641

5

2001641

6315

LEGEND



HMA Pavement


C

F

K

15

Conc. Curb RampCR


Structure No. 137

+00, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 138

+00, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 136

+00, 12.0' Lt.

Inlet, Type J-10 &



Structure No. 140

+50, 12.0' Rt.

Inlet, Type J-10 &

Structure No. 141

+50, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 139

+50, 12.0' Lt.

Inlet, Type J-10 &


Structure No. 152

+70, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 153

+70, 4.5' Rt.

Manhole, Type C-4 &


Grant St.

E. South St.

Grant St.

E M

ain St.

E M

ain St.

CR

CR

CR

C

C

C

C

C

C

C

C

15

15

15

15

15

15

F

F

F

F

26+

00

27+

00

28+

00

29+

00

Structure No. 143

+40, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 144

+40, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 142

+40, 12.0' Lt.

Inlet, Type J-10 &


Structure No. 146

+30, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 147

+30, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 145

+30, 12.0' Lt.

Inlet, Type J-10 &


Structure No. 149

+50, 12.0' Rt.

Inlet, Type J-10 &

Structure No. 150

+50, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 148

+50, 12.0' Lt.

Inlet, Type J-10 &



App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Prop. R/W

Match Line - S

ta. 25+

00 "P

R-A

-1"

Match Line - S

ta. 30+

00 "P

R-A

-1"

890

900

910

920

930

940

950

890

900

910

920

930

940

950

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

931.6

931.5

931.1

930.7

930.6

930.7

930.8

930.6

930.5

930.3

930.3

930.5

930.7

930.7

930.8

930.8

930.8

930.5

930.7

930.6

930.6

930.8

931.1

931.2

931.3

931.4

931.63

931.49

931.06

930.72

930.61

930.66

930.79

930.60

930.50

930.33

930.30

930.51

930.66

930.70

930.76

930.77

930.75

930.49

930.67

930.63

930.63

930.85

931.11

931.24

931.32

931.41

0.36%

PVI Sta. 27+00

PVI El. 930.50

200' V.C.

Str. No. 138

146' Of 24" Pipe @ 0.15% Req'd

Str. No. 141

86' Of 24" Pipe @ 0.14% Req'd

Str. No. 144

86' Of 24" Pipe @ 0.14% Req'd

Str. No. 147

116' Of 24" Pipe @ 0.14% Req'd

Str. No. 150

Existing Grade

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

DAV

ACE

SHH

DAV

1" = 20'

1" = 10'

R-40877

2001641

6

2001641

6315

LEGEND



HMA Pavement


C

F

K

15

Conc. Curb RampCR


Structure No. 152

+70, 12.0' Rt.

Inlet, Type J-10 &


Structure No. 153

+70, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 151

+70, 12.0' Lt.

Inlet, Type J-10 &


Structure No. 154

+00, 4.5' Rt.

Manhole, Type C-4 &

Structure No. 155

+25.8, 75.3' Rt.

Manhole, Type C-4 &


Grant St.

Grant St.

E W

ashington St.

CR

C

C

C

C

K

K

15

15

15

F

F

P.O.T. Sta. 35+04.46 "PR-A-1"

31+

00

32+

00

33+

00

34+

00

35+

00

Structure No. 149

+50, 12.0' Rt.

Inlet, Type J-10 &

Structure No. 150

+50, 4.5' Rt.

Manhole, Type C-4 &


Structure No. 148

+50, 12.0' Lt.

Inlet, Type J-10 &




END PROJECT

P.O.T. Sta. 31+89.21 "PR-A-1"

END INCIDENTAL

P.O.T. Sta. 32+17.24 "PR-A-1"

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

Prop. R/W

Prop. R/W

Match Line - S

ta. 30+

00 "P

R-A

-1"

890

900

910

920

930

940

950

890

900

910

920

930

940

950

30+0030+00 31+00 32+00 33+00 34+00 35+00

931.4

931.4

931.5

931.6

931.6

931.5

931.5

931.8

931.9

932.0

932.0

932.3

932.3

932.6

933.1

933.8

934.3

934.8

935.1

934.4

926.5

921.4

919.2

920.4

934.3

935.2

934.5

931.41

931.41

931.50

931.56

931.57

931.54

931.50

931.81

931.88

932.04

932.02

932.29

932.27

932.57

933.14

933.82

934.34

934.77

935.13

934.43

926.53

921.42

919.17

920.44

934.30

935.16

934.47

END PROJECT

Sta. 31+89.24 "PR-A-1"

END INCIDENTAL

Sta. 32+17.24 "PR-A-1"

116' Of 24" Pipe @ 0.15% Req'd

Str. No. 153

126' Of 24" Pipe @ 0.15% Req'd

Str. No. 154

Existing Grade

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

DAV

ACE

SHH

DAV

1" = 20'

1" = 10'

R-40877

2001641

7

2001641

6315

LEGEND



HMA Pavement


C

F

K

15

Conc. Curb RampCR


1 Phase 2 - 6315R101 Title2 Typ-13 PR-A-1-14 PR-A-1-25 PR-A-1-36 PR-A-1-47 PR-A-1-5

Documents

PROJECT DESIGNATION INDIANA DEPARTMENT · 934.07. 934.1. 934.06. 0.65%. PVI Sta. 17+00 PVI El. 932.00 200' V.C. 146' Of 12" Pipe @ 0.57% Req'd Str. No. 121 66' Of 18" Pipe @ 0.23%