STATE OF TENNESSEE DEPARTMENT OF TRANSPORTATION€¦ · region 3 project development 6601...

STATE OF TENNESSEE

DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN DIVISION

REGION 3 PROJECT DEVELOPMENT

6601 CENTENNIAL BLVD. NASHVILLE, TN 37243-0360

(615) 350-4250 JOHN C. SCHROER BILL HASLAM COMMISSIONER GOVERNOR

MEMORANDUM TO: Director, Right-of-Way Division

FROM: Ryan Sweeney, Civil Engineering Manager 1

DATE: December 4, 2017 SUBJECT: Project No. HSIP-I-440-4(81); 9014-1162-94 PIN 119734.00

Davidson County I-440 INTERCHANGE AT HILLSBORO ROAD (21ST AVE) EXIT 3, WB RAMP

The subject project is being submitted for (Utilities Only) plans submittal. The following information is being forwarded for plans distribution:

Plans have been placed on FileNet: PDF Filename: 119734-00-ROW.pdf EXE Filename: 119734-00-ROW.zip Added On Date: 12-04-2017

Preliminary Estimate Emailed Date: 12-04-2017 Comments: Final ROW (Utilites Only) Submittal

For further information, please contact Ryan Sweeney, Phone: (615)350- 4277, Email: [email protected] .

cc: Program Development & Scheduling Office Program Operations Office Environmental Division Structures Division Region 3 Right-of-Way Office

3

DG YD

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51O6

ER

TEENN

T No.

ER

G

SAT

FE

O

AGRICULTURE

E

RIS

N

MERCEOMC

ERY

7

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DESIGNED BY :

DESIGNER :

JANUARY 1, 2015

AND IN THE PROPOSAL CONTRACT.

ADDITIONAL SPECIFICATIONS AND SPECIAL PROVISIONS CONTAINED IN THE PLANS

ANDTHE TENNESSEE DEPARTMENT OF TRANSPORTATION DATED

THIS PROJECT TO BE CONSTRUCTED UNDER THE STANDARD SPECIFICATIONS OF

THE REASONABLE COST ANALYSIS VALUE.

CONTAINED THEREIN ARE OBVIOUSLY UNBALANCED, EITHER EXCESSIVE OR BELOW

PROPOSALS MAY BE REJECTED BY THE COMMISSIONER IF ANY OF THE UNIT PRICES

SPECIAL NOTES

P.E. NO.

PIN NO.

CHECKED BY

DESIGNED BY :

DESIGNER :

JANUARY 1, 2015

AND IN THE PROPOSAL CONTRACT.

ADDITIONAL SPECIFICATIONS AND SPECIAL PROVISIONS CONTAINED IN THE PLANS

ANDTHE TENNESSEE DEPARTMENT OF TRANSPORTATION DATED

THIS PROJECT TO BE CONSTRUCTED UNDER THE STANDARD SPECIFICATIONS OF

THE REASONABLE COST ANALYSIS VALUE.

CONTAINED THEREIN ARE OBVIOUSLY UNBALANCED, EITHER EXCESSIVE OR BELOW

PROPOSALS MAY BE REJECTED BY THE COMMISSIONER IF ANY OF THE UNIT PRICES

SPECIAL NOTES

P.E. NO.

PIN NO.

CHECKED BY

TENN.

FED. AID PROJ. NO.

STATE PROJ. NO.

1

SHEET NO.YEAR

STATE OF TENNESSEE

DEPARTMENT OF TRANSPORTATION

BUREAU OF ENGINEERING

Index Of Sheets

DIVISION ADMINISTRATOR DATE

APPROVED:

COMMISSIONER

APPROVED:

DATE:

CHIEF ENGINEER

APPROVED:

SEALED BY

SHELBYFAYETTE

TIPTON

LA

KE

DYER

OBION WEAKLEY

GIBSON CARROLL

MADISON

McNAIRYHARDIN WAYNE

DE

CA

TU

RB

EN

TO

N

HENRY

STEWART

HOUSTON

PERRY

LEWIS

DICKSON

LA

WR

EN

CE

HICKMAN

CH

EA

TH

AM

SUMNERMACON

DAVIDSON WILSON

WILLIAMSON

MAURY

MA

RS

HA

LL

GILESLINCOLN

FRANKLIN

BEDFORDCOFFEE

GRUNDY

MARION

MOORE

CA

NN

ON

WARREN

DEKALBWHITE

PUTNAM

CLAY PICKETT

BLE

DS

OE

RH

EA

SCOTT

MORGAN

ROANE

CLAIBORNE

CA

MPBELL

MEIG

S

HA

MIL

TO

N

BR

AD

LE

Y

POLK

MONROE

BLOUNT

KNOX

UNION

HANCOCK

GRAINGER

HAW

KINS

SEVIER

COCKE

GREENE

SULLIVAN

CARTER

JO

HNS

ON

UNIC

OI

SMITH

HAYWOOD

CROCKETT

CHESTE

R

HUMPHREYS

JACKSON

OVERTONFENTRESS

ROBERTSON

TROUSDALE

LOU

DO

N

HAMBLEN

CUMBERLAND

TO

N

WAS

HIN

G

CHIE

SEQUAT

SON

JEFFER

GOMERY

MONT

SON

HENDERDALE

LAUDER FORD

RUTHER

MAN

HARDE

McMINN

BU

RE

N

VA

N

SON

ANDER

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12/4/2017 6:45:27 P

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TRAFFIC DATA

NO EXCLUSIONS

DAVIDSON COUNTY

EXIT 3, WESTBOUND RAMP

I - 440 INTERCHANGE AT HILLSBORO ROAD (21ST AVENUE)

STATE HIGHWAY NO. I - 440 F.A.H.S. NO. I - 440

PROJECT OF LIMITED SCOPE

RSAR PROJECT -

2017

HSIP - I - 440 - 4(81)

19014-1162-94

NO EQUATIONS

DAVIDSON COUNTY

PROJ. NO. HSIP - I - 440 - 4(81) (R.O.W.)

PAUL D. DEGGES,

JOHN SCHROER,

TITLE SHEET

TYPICAL SECTIONS

RIGHT-OF-WAY NOTES, UTILITY NOTES

& UTILITY OWNERS

PRESENT LAYOUT

PROPOSED LAYOUT

PROPOSED PROFILE

..........

..........

..........

..........

..........

..........

..........

..........1

3

4-5

4A-5A

4B-5B

6

11

..........

SURVEY 5-4-2016

V

T (DHV)

T (ADT)

D

DHV (2038)

ADT (2038)

ADT (2018)

SCALE: 1"= 1 MILE

19014-1162-94

BEGIN PROJECT NO. HSIP - I - 440 - 4(81) (R.O.W.)

19014-1162-94

END PROJECT NO. HSIP - I - 440 - 4(81) (R.O.W.)

STA. 13+43.35

N 653022.4399 E 1730517.6439

STA. 22+00.00

N 652321.3216 E 1730947.4993

RYAN SWEENEY, P.E.

NEEL-SCHAFFER, INC.

GREGORY JUDY, P.E. BARRY ALEXANDER, P.E.

19014-1162-94 (DESIGN)

119734.00

RIGHT-OF-WAY (UTILITIES ONLY)

REQUIRED ON THIS PROJECT

NO R.O.W. ACQUISITION

..........

EROSION PREVENTION & SEDIMENT ..........

EROSION PREVENTION & SEDIMENT CONTROL NOTES

7-7A

CONTROL (EPSC) PLANS-STAGE 1

EROSION PREVENTION & SEDIMENT ..........8-8A

CONTROL (EPSC) PLANS-STAGE 2

9-10 TRAFFIC CONTROL PLANS

SIGNING AND PAVEMENT MARKING PLANS

.......... TRAFFIC SIGNAL DETAILS

12 SIGNAL LAYOUT

TDOT C.E. MANAGER 1:

R.O.W. PROJECT LENGTH 0.00 MILES

54

35 MPH

12 %

8 %

60 - 40

1,223

12,540

11,000

NETWORK. ALL ELEVATIONS ARE REFERENCED TO THE NAVD 1988.

FACTOR OF 1.00006, AND ARE TIED TO THE TENNESSEE GEODETIC REFERENCE

COORDINATE VALUES ARE NAD/83 (1995), AND ARE DATUM ADJUSTED BY THE

(UTILITIES ONLY)

PLANS

R.O.W.

2-2A

13-18 .......... ROADWAY CROSS SECTIONS

12A-12B

1 1

W

31A

255

155

1 1

24

1 1

440

1

65

6

1 1

65

31

6

106

431

106

40

24

12

40

1

440

70S

1

155

155

70

1

100

100

24

31E

40

POP. 4,301

OAK HILL

POP. 4,231

FOREST HILLS

BERRY

HILLPOP.

802

BELLE

MEADEPOP.

2,839

POP. 510,786

NASHVILLE

41

70

65

24

1 1

W

31A

255

155

1 1

24

1 1

440

1

65

6

1 1

65

31

6

106

431

106

40

24

12

40

1

440

70S

1

155

155

70

1

100

100

24

31E

40

POP. 4,301

OAK HILL

POP. 4,231

FOREST HILLS

BERRY

HILLPOP.

802

BELLE

MEADEPOP.

2,839

POP. 510,786

NASHVILLE

41

70

65

24

4"

SEE X-

SECTIONS

SLOPE VARI

ES

SUPERELEVATED SECTION

EXISTING GROUND

FOR ROUNDING

FOR DITCH ROUNDINGGRADE

FINISHED

SLOPE SAME AS S.E.

STAB.

15'10' 6'

4'

0.01 F/F

SEE STD. DWG. RD01-S-11

(BASED ON STD. DWG. RD01-TS-4)

SEE STD. DWG. RD01-S-11A

LANE

EXIST.

9'

WIDENING

LANE

WIDENING

TOTAL PROP.

15'

EXIST.MATCH

SECTIONS

TYPICAL

SHLD

A

AND PVM'T

EXIST. BASE

SEE X-SECTIONS

SLOPE VARIES

SEE X-

SECTIONS

SLOPE VARI

ES

{

TANGENT SECTION

EXISTING GROUND

FOR ROUNDING

6:1 SLOPE

GRADE

FINISHED

EXISTING GROUND

0.02 F/F

0.02 F/F

0.04

F/F

(BASED ON STD. DWG. RD01-TS-4)

SUPERELEVATED SECTION

GRADE

FINISHED

S.E.

SLOPE SAME AS S

.E.

MIN.

0.04

F/F

SOD

SOD

0.04 F/F

F/F

F/F

5'

5'

FOR ROUNDING



FOR ROUNDING

(BASED ON STD. DWG. RD01-TS-4 & RD01-TS-6)

A

A

MAX.

2'6"

2'6"0.015

0.015

SEE X-SECTIONS

VARIES

STAB.

10' 6'

4'LANE

EXIST.

9'

WIDENING

LANE

WIDENING

TOTAL PROP.

15'

SHLD

{

SEE X-SECTIONS

VARIES


EXISTING GROUND

FOR DITCH ROUNDING

SEE STD. DWG. RD01-S-11A

AND PVM'T

EXIST. BASE

0.01 F/F

I-440 WB OFF RAMP: STA. 19+50.00 TO STA. 22+00.00

I-440 WB OFF RAMP: STA. 15+11.50 TO STA. 19+50.00

SHLD.

EXIST.

SHLD.

EXIST.

{

WIDENING

LANE

9'

SHLD

6'

WIDENING

TOTAL PROP.

15'

14.8'-20.7'

VARIES

7'-8.3'

VARIES

STA. 14+84.71 TO STA. 15+11.50 (RT)

I-440 WB OFF RAMP: STA. 14+53.69 TO STA. 15+11.50 (LT)

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP- I - 440-4(81)

2 R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

(CLASS A CONC.)

CONC. DITCH

PROPOSED CONCRETE DITCH

6:1

6:1

6:1

0.5'

WITH SOD

STABILIZE

I-440 WB OFF RAMP: STA. 16+50.00 (RT) TO STA. 18+50.00(RT)

2' ROUNDINGSEE X-SECTIONS

SLOPE VARIES

SEE X-SECTIONS

SLOPE VARIES

SOD

SOD

SEE X-

SECTIONS

SLOPE VARI

ES

SODSOD

GROUND

EXISTING

S.W. *

*-SIDEWALK STA. 14+53.69 STA. 15+11.50

15'

SHALL NOT EXCEED AN ALGEBRAIC DIFFERENCE OF 0.07.

A THE SLOPES OF THE SHOULDER AND ROADWAY PAVEMENT

SHALL NOT EXCEED AN ALGEBRAIC DIFFERENCE OF 0.07.

A THE SLOPES OF THE SHOULDER AND ROADWAY PAVEMENT

SECTIONS

TYPICAL

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP- I - 440-4(81)

2A R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

TANGENT SECTION

{

FINISHED GRADE

SHLD.SHLD.

EXISTING GROUND

EXISTING GROUND

0.02 F/F 0.02 F/F

EXIST. BASE (TO REMAIN)

4'

(MILL & OVERLAY)

HILLSBORO PIKE: STA. 100+93.40 TO STA. 107+34.15

37.5' - 48.5'

VARIES

37.5' - 48.5'

VARIES 10'

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

3R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

UTILITY OWNERS

AND

UTILITY NOTES

NOTES,

RIGHT-OF-WAY

49.5'

17.5'

24.0'

25.0'

32.0'

36.5'

MATCH LINE STA.17+00.00 SEE SHEET NO. 5

N

COORDINATES ARE NAD/83(1995),

ARE DATUM ADJUSTED BY THE

FACTOR OF 1.00006 AND TIED TO

THE TGRN. ALL ELEVATIONS ARE

REFERENCED TO THE NAVD 1988.

TYPE YEARSHEET

NO.PROJECT NO.

HSIP- I - 440-4(81)

4 R.O.W. 2017

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TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

REMOVED

TO BE

ISLAND

EXIST.

LAYOUT

PRESENT

SCALE: 1"=50'

STA. 13+43 TO STA.17+00

NATURAL GAS FACILITIES IN THIS AREA.

GAS (615-872-2351) PRIOR TO EXCAVATING WITHIN 3 FEET OF

CONTRACTOR SHALL CONTACT TIM COOK WITH PIEDMONT NATURAL

NATURAL GAS LINE NOTE:

UNDER ISLAND

4" GAS LINE PRESENT

SPECIAL NOTE:

TO

P-561.23

IN

V-556.89

CA

TC

H

BA

SI

N

222.23'

N 35° 58' 44" E

CATCH BASIN

TOP-599.96

INV-594.56

INV-581.65TOP-595.55

CATCH BASIN

INV-581.13

I-440

WE

ST

BO

UN

D

ON

RA

MP (

CO

NC.)

I-440

WE

ST

BO

UN

D

OF

F

RA

MP(

CO

NC.)

WO

OD

LA

WN

DR.(

AS

P.)

CURB

CONC.

STONE RET. WALL

INV-591.56

9 10

3637

38

SIGN

S.W.S.W.

S.W.

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GR

AS

S

6P/2

T/2

C

6P/2T/2C

6P/2T/1C

PR

ES.

RO

W

PR

ES.

RO

W

PR

ES.

RO

W

PR

ES.

RO

W

PRES. ROW

FIBER

TDOT ITS

G.V.

TOP-616.79INV-611.06

INV-594.87 TOP-595.20

LIGHTINGTRAFFIC

CATCH BASIN

N 653000

E 1730000

N 652500

E 1730500

N 653000

E 1730500

N 653500

E 1730500

N 653000

E 1731000

N 653500

E 1731000

157.26'

S 31° 31' 16" W266.59'

S 27° 45' 19" W 150.

26'S 21° 32' 43

" W

108.87'

S 9° 47' 17" E

168.97'

S 84° 9' 16"

E

172.23'

S 71° 54' 16"

E

179.

55'

S 10

° 43'

51"

W

328.86'

S 82° 48' 42"

E

7

8

12

14

15

IRON

1.5' WIDE R

OCK WALL

35

19-440-33

XC

P-

S33

GRASS

247.65'

19

+83.18

396.13'

18

+82.23

145.16'

15+13.37

108.49'

13+54.29

155.88'

S 82° 35' 0" E

GRASS

36.40'

107+91.30

45.45'

107+77.58

L=17.19'

R=16.66'

181.50'

107+03.21

170.00'

106+57.26

68.70'

107+06.48

114.25'

N 82° 13' 16" W

82.47'

104+94.50

239.40'

104+37.52

409.89'

104+17.21

BOT-616.79

2P/1T

1P/1T

3P

2P/1T

2P/IT

5P/1T

125.53'

106+02.97

328.86'

S 82° 48' 42"

E

BOX WATER

RAISED

BRI

CK

ASP.

CONC.

CATCH BASIN

INV-591.25

CO

NC.

DIT

CH

CO

NC.

RO

CK

FA

CE

CO

NC.

DI

TC

H

OF

F

GR

AS

SGR

AS

S

JERSEY BARRIE

R

HILLSBORO PIKE/U.S.

HWY 431 (ASP.)

JERSEY BARRIE

R

INV-594.86

TD

OT I

TS (2)

S.W.

TD

OT I

TS (2)

CURB

IT

S

CA

ME

RA

RO

CK F

AC

E

ASP.

INV-591.44TOP-594.64CATCH BASIN

CO

NC.

DI

TC

H

CO

NC.

CURB

34

CONC.

CO

NC.

GRASS

33

TD

OT ITS (3)

CO

NC.

CU

RB

CO

NC.

INV-589.67

CONC.

JE

RS

EY

BA

RRI

ER

CURB

GRASS

CO

NC.

CO

NC.

RA

MP (

CO

NC.)

I-440

WE

ST

BO

UN

D

ASP.

CONC.

CONC.

TOP-605.12

CATCH BASIN

CO

NC.

INV-601.72INV-601.19

CURB

TDOT ITS (3)

S.W.

CONC.

ASP.

CURB

CONC.

ST

RE

ET

LI

GH

TI

NG

W.V.

JE

RS

EY

BA

RRI

ER

S.W.

CURB

CO

NC.

CO

NC.

TDOT IT

S

19-4

40-3

4XCP-

S34

CONC.

2P

INV-607.07

INV-607.15

TOP-612.84

MANHOLE

TDOT ITS (

2)

ASP.

1P

CURBS.W.

RO

CK

FA

CE

CURB

TDOT IT

S

EIP

S.W.

4

1

3

EIP

2

ASP.

G.V.

CONC.

G.V.

W.M.

CONC.

S.

W.

S.W.

107.03'

N 39° 33' 33" E

INV-614.86INV-614.80

TOP-621.40CATCH BASIN

CROSSWALK

W.V.

CURB

W.V.

W.V.

S.W.W.V.

W.V.

W.V.W.V.

CURB

CURB

CR

OSS

WA

LK

INV-616.66

TOP-623.53

(INACESSIBLE)

TOP-623.53

CONC.

W.V.

CONC.ENT.

W.V.

5

MANHOLE

PHYSICAL EVIDENCE NOT FOUND (BURIED)

FROM MWS CONSTRUCTION PLANS

MANHOLE LOCATION APPROX.

INV-609.02

TOP-612.84

MANHOLE (ABANDON)

CU

RB

W.V.

CONC.

S.W.

W.V.

19-440-35

XCP-S35

21ST AVENUE/ U.S. HWY 431/S.R.(ASP.)

TEL. PED.FIBER AS

P.

INV-622.84TOP-626.23CATCH BASIN

CONC.

CO

NC.

6

TEL. PED.

S.V.CLEANOUT

11

SIGNSIGN (2)

BRICK RET. WALL

GRASS

GRASS

SIGN

CANTIEVER

SIGNCANTILEVER

SIGN

HISTORI

C

CURVE 440RAMP-1

PI 15+46.53

N 652,819.9499

E 1,730,534.3545

R 260.00

L 74.41

T 37.46

CURVE 440RAMP-2

PI 16+69.82

N 652,704.4618

E 1,730,578.9534

R 500.00

L 170.99

T 86.34

POT 13+43.35

15

PC 15+09.07 P

CC 15+83.48

CURVE SC009

PI 104+83.66

N 653,085.8600

E 1,730,530.0287

R 1,603.00

L 476.38

T 239.96

DESIGN SPEED EXIST.

PO

T 100

+00.00

100

PC 102

+43.70

105

PT 107

+20.09

PO

T 108

+52.12

c

c

c

A

c

A

c

c

cA

c

CURVE 440ONRAMP-1

PI 6+10.99

N 653,007.3940

E 1,730,377.1510

R 400.00

L 216.53

T 110.99

DESIGN SPEED EXIST.

PC 5+00.005c

c

A

c

CURVE 440ONRAMPBASE-1

PI 200+18.21

N 653,039.4759

E 1,730,365.4371

R 180.00

L 36.30

T 18.21

DESIGN SPEED EXIST.

CURVE 440ONRAMPBASE-2

PI 201+14.92

N 653,027.3328

E 1,730,461.4985

R 130.00

L 141.41

T 78.61

DESIGN SPEED EXIST.

200

c

cA

c

c A

c

STA. 13+43.35 I-440 WESTBOUND OFFRAMP =

E 1730517.6439

N 653022.4399

STA. 104+20.13 HILLSBORO RD (21st AVE)

STA. 7+61.22 I-440 WESTBOUND ON RAMP =

E 1730453.4764

N 652871.7088


100+93.40

LIMIT OF CONST.

107+34.15

LIMIT OF CONST.

SE EXIST.

TRANS. LENGTH EXIST.

SE EXIST.


SE EXIST.


SE EXIST.


SE MATCH EXIST.

DESIGN SPEED MATCH EXIST.

TRANS. LENGTH MATCH EXIST.

SE MATCH EXIST.



STA. 202+86.26 I-440 WB ON RAMP =

E 1730568.5260

N 653180.8638


5+63.53

LIMIT OF CONST.

E 1730517.6439

N 653022.4399

STA. 13+43.35

BEGIN PROJ. HSIP-I-440-4(81) (R.O.W.)

19014-1162-94

FILL

CONTROL POINTS

POINT NORTHING EASTING ELEV. FEATURE GPS POINT STATION OFFSET

S30 650876.7358 1732053.7386 XCP GPS19-440-30 40+25.77

S31 651302.2189 1731783.7350 XCP GPS19-440-31 35+20.28

S32 652042.8328 1731266.7713 XCP GPS19-440-32 26+21.13

S33 652644.5275 1730588.9564 XCP GPS19-440-33 17+22.17

S34 652962.3589 1730570.8973 XCP GPS19-440-34 13+96.03

S35 653211.3772 1730687.9836 XCP GPS19-440-35 11+10.58

576.41

582.28

579.48

592.64

610.95

624.81

-27.24

-29.04

-32.33

32.62

-28.59

-14.78

49.5'

17.5'

24.0'

25.0'

32.0'

36.5'

MATCH LINE STA.17+00.00 SEE SHEET NO. 5

N






TYPE YEARSHEET

NO.PROJECT NO.

HSIP- I - 440-4(81)

4 R.O.W. 2017

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SEALED BY

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TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

REMOVED

TO BE

ISLAND

EXIST.

LAYOUT

PRESENT

SCALE: 1"=50'

STA. 13+43 TO STA.17+00





UNDER ISLAND

4" GAS LINE PRESENT

SPECIAL NOTE:

12.0'

24.0'

17.0'

24.0'

24.0'

68.0'

N

MATCH LINE STA.17+00.00 SEE SHEET NO. 5A






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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

4A R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

DITCH RELOCATION (MATCH EXIST.)

BEGIN CONCRETE

STA. 16+50.00

OFF RA

MP

I-440

WB

HILLSBORO PIKE/U.S. HWY 431

DETAIL A

THIS SHEET

SEE DETAIL A

THIS SHEET

SEE DETAIL B

CONCRETE ISLAND

HILLSBORO PIKE/U.S. HWY 431

DETAIL B

PVMT

EXIST.

PVMT

EXIST.

4' CONC.

SECTION A-A

6' NON-MOUNTABLE

DETACHED CURB, TYPE A

LAYOUT

PROPOSED

SCALE: 1"=50'

STA. 13+43 TO STA.17+00

98.0'

15

100

105

c

c

c

A

c

A

c

c

cA

c

5c

c

A

c

200

c

cA

c

c A

c


E 1730517.6439

N 653022.4399



E 1730453.4764

N 652871.7088


100+93.40

LIMIT OF CONST.

107+34.15

LIMIT OF CONST.

STA. 202+86.26 I-440 WB ON RAMP =

E 1730568.5260

N 653180.8638


5+63.53

LIMIT OF CONST.

E 1730517.6439

N 653022.4399

STA. 13+43.35


19014-1162-94

OFF

RA

MP

I-440

WB

HILLSBORO P

IKE/U.S. HWY 4

31

OFF

WE

ST

BO

UN

D

I-440

I-440

WE

ST

BO

UN

D

ON

RA

MP

RA

MP

OFF. 8.0' (RT)

STA. 201+30.89

OFF. 8.0' (RT)

STA. 200+39.51

OFF. 39.5' (LT)

STA. 104+26.88

OFF. 40.6' (LT)

STA. 6+68.74

OFF. 31.2' (LT)

STA. 6+01.79

OFF. 41.6' (LT)

STA. 103+52.17

R=138'

R=1500'

R=5'

R=8'

R=3'

A A

23.0' LT

END C&G (LT)

STA. 15+11.50

15.0' RT

END C&G (RT)

STA. 15+11.5627.8' LT

AND SIDEWALK (LT)

BEGIN C&G

STA.14+53.69

15.0' RT

BEGIN C& G (RT)

STA. 14+84.71R=4'

CURB AND GUTTER

ADJUST ELEVATION TO MATCH NEW

TYPE 12 FRAME AND GRATE

REPLACE FRAME AND GRATE WITH

EXIST. CATCH BASIN TO REMAIN

RP-H-9

555

560

565

570

575

580

585

590

595

600

605

610

615

620

625

630

635

640

645

650

13+00 14+00 15+00 16+00 17+00

555

560

565

570

575

580

585

590

595

600

605

610

615

620

625

630

635

640

645

650

ELEV. 614.42

STA. 13+43.35

BEGIN PROJECT HSIP-I-440-4(81) (R.O.W.)

19014-1162-94

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SEALED BY

TYPE YEARSHEET

NO.PROJECT NO.

HSIP - I-440 - 4(81)

4B R.O.W. 2017

SN

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TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

1 POWERTEMP. 68 DEG.

LOW WIRE EL.636.53'

STA. 13+39.39OH WIRE

PROPOSED PROFILE

STA. 13+43 TO STA.17+00

1"=5' VERT.

1"=50' HORIZ.SCALE:

ELEV. 594.43

STA. 16+50.00 RT

BEGIN SPECIAL DITCH

INVERT 609.02

TOP 612.84

41.85' (LT)

STA. 13+76.72

FLOWS RIGHT

SKEW 42°05' 25" RT

FLOW ELEV @ CL = 599.05

EXISTING 24"RCP

STA 15+07.46

PHYSICAL EVIDENCE NOT FOUND (BURIED)

FROM MWS CONSTRUCTION PLANS

MH LOCATION APPROX.

ST

A. 15

+51.61

EXI

ST.

UN

DE

RG

RO

UN

D

EL

EC

TRI

C

2 POWER

TEMP. 68 DEG.

1 POWER

LOW WIRE EL.635.70'

TEMP. 68 DEG.

STA. 13+51.81

LOW WIRE EL.636.53'

OH WIRE

STA. 13+39.39OH WIRE

1 POWER

TEMP. 68 DEG.

LOW WIRE EL.639.95'

STA. 14+21.75

OH WIRE

XCP-S34

18" RCP

24" RCP

ST

A. 15

+72.24

EXI

ST.

CA

BL

E

LI

NE

EXI

ST.

CA

BL

E

LI

NE

ST

A. 14

+83.46

EXI

ST.

CA

BL

E

LI

NE

ST

A. 15

+70.01

8" PVC

ALUM. DISKELEV 610.95E 1730570.8973N 652962.3589STA. 13+96.03, -28.59'(LT)XCP-S34

INVERT 591.44

TOP 594.64

38.65' (LT)

STA. 16+17.15

INVERT 594.56

CB _

TOP 599.96

75.42' (RT)

STA. 15+67.49

CB _

INVERT 601.19

TOP 605.12

23.34' (LT)

STA. 14+75.38

CB _

INVERT 607.07

TOP 612.84

80.81' (LT)

STA. 15+26.93

MH _

CC

C

c

EL

EV. 614.4191

HI

LL

SB

OR

O 104

+20.13

440

RA

MP 13

+43.35

=

(MATCH EXIST.)

GRAPHICAL GRADE

EL

EV. 610.63

EL

EV. 605.19

EL

EV. 599.50

TRANS

400'

ST

A. 15

+50.00

FU

LL

SE 0.07

EN

D

TR

AN

S.

ST

A. 15

+50.00

FU

LL

SE 0.07

BE

GI

N

TR

AN

S.

TRANS

100'

ST

A. 14

+50.00

BE

G.

TR

AN

S.

EN

D

ELEV. 614.42

STA. 13+43.35


19014-1162-94

15.0'

15.0' 3

2.0'

MA

TC

H

LI

NE

ST

A. 17

+00.00

SE

E

SH

EE

T

NO. 4






N

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

5 R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

LAYOUT

PRESENT

SCALE: 1"=50'

STA.17+00 TO STA. 22+00





TOP-561.23INV-556.89

CATCH BASIN

62.93'

S 36° 17' 39" E

CA

TC

H

BA

SI

N TOP-575.10

CATCH BASIN

INV-572.06

I-44

0 WESTBOUND

OFF RAMP(

CONC.)

CONC.

PRES. RO

W

TO

P-595.20

179.55'

S 10° 43' 51"

W

328.86'

S 82° 48' 42" E

PRES. ROW

PRES. ROW

14

15

1617

2021

24

30

19-440-33

XCP-S33

GR

ASS

97.83'

29+10.60

98.83'

28+49.48

119.33'

25+62.37

74.99'

24+44.3598.28'

22+05.00

221.48'

21+25.67

196.81'

20+88.04

247.65'

19+83.18

396.13'

18+82.23

145.16'

15

+13.37

GRASS

GRASS

CA

TC

H

BA

SI

N

CONC.

INV-566.97

CONC.

TOP-569.71

CATCH BASIN

CONC. DITCH

TOP-571.02INV-565.93

INV-565.32

CONC.

PTOP-573.32

CATCH BASIN

INV-570.04INV-570.43

CONC.

INV-574.28INV-574.76

CONC.

13

CATCH BASIN

CATCH BASIN

TDOT ITS (2)

JERSEY BARRIER

INV-576.65INV-574.49

TOP-576.87INV-571.71

INV-571.69

TOP-577.22

CATCH BASIN

116.53'

S 19° 11' 32" E

146.54'

S 12° 9' 39"

W

240.48'

S 39° 30' 4" E

129.

04'

S 64

° 26'

0" E

298.14'

S 36° 35' 2" E

127.91'

S 22° 4' 27" E

45.00'

S 78° 19' 0" E

CONC.

CONC.

CONC.

CATCH BASIN

CATCH BASIN

CONC.

19-440-32

XCP-S32 GRASS

TOP-579.92

TOP-580.52

CATCH BASIN

INV-578.32

INV-575.48

INV-576.46TOP-580.75

25

27

ROCK FACE

ROCK FACE

ROCK FACE

26

28 29

CONC. DITCH

I-440 WESTBOUND OFF RAMP (CONC.)

ROCK FACE

22

31

3223

19

18

GRASS

GRASS

NOISE

BARRIER

WALL

JE

RS

EY

BA

RRI

ER

TDOT ITS (2)

TDOT ITS (2)ITS CAMERA

ROCK FACE

CA

TC

H

BA

SI

N

CONC.

CONC.

CONC.

CONC.

CONC.

SIGN

OVERHEAD

CU

RV

E 440

RA

MP-2

L 170.99

T 86.34

CURVE 440RAMP-3

PI 18+11.43

N 652,595.8373

E 1,730,672.4171

R 1,500.00

L 113.87

T 56.96

CURVE 440RAMP-4

PI 26+86.91

N 651,977.3818

E 1,731,292.1487

R 3,000.00

L 436.26

T 218.52

DESIGN SPEED EXIST.

PC

C 17

+54.47

PT 18

+68.34

20

PC 24

+68.39

25

PT 29

+04.65

PC 29

+91.17

30

cc cA

c

c

A

c

ST

A. 13

+43.35 I-440

WE

ST

BO

UN

D

OF

FR

AM

P

=

SE

MA

TC

H

EXI

ST.

DE

SI

GN

SP

EE

D

MA

TC

H

EXI

ST.

TR

AN

S.

LE

NG

TH

MA

TC

H

EXI

ST.

SE MATCH EXIST.



SE EXIST.


E 1730947.4993

N 652321.3216

STA. 22+00.00

END PROJ. HSIP-I-440-4(81) (R.O.W.)

19014-1162-94

CUT

FILL

24.0'

32.0'

MA

TC

H

LI

NE

ST

A. 17

+00.00

SE

E

SH

EE

T

NO. 4

A






6'

SH

OU

LD

ER

OF

F 9.00'

ST

A. 20

+20.00

BE

GI

N

PV

MT.

&

SH

OU

LD

ER

TR

AN

SI

TI

ON (

RT)

4'

SH

OU

LD

ER

OF

F 0.00'

ST

A. 22

+00.00

EN

D

PV

MT.

&

SH

OU

LD

ER

TR

AN

SI

TI

ON (

RT)

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

5A R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

30

BEGIN GUARDRAIL (RT)

STA. 17+97.05BEGIN TYPE 38 TERM.

END GUARDRAIL (RT)

STA. 20+21.37

TYPE 13

(MATCH EXIST.).

END CONC. DITCH RELOCATION

STA. 18+50.00

N

LAYOUT

PROPOSED

SCALE: 1"=50'

STA.17+00 TO STA. 22+00

15.0'

15.0'

20

25

30

cc cA

c

c

A

c

ST

A. 13

+43.35 I-440

WE

ST

BO

UN

D

OF

FR

AM

P

=

E 1730947.4993

N 652321.3216

STA. 22+00.00


19014-1162-94

TYPE 38

540

545

550

555

560

565

570

575

580

585

590

595

600

605

610

615

620

625

630

635

540

545

550

555

560

565

570

575

580

585

590

595

600

605

610

615

620

625

630

635

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

ELEV. 573.92

STA. 22+00.00

END PROJECT HSIP-I-440-4(81) (R.O.W.)

19014-1162-94

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SEALED BY

TYPE YEARSHEET

NO.PROJECT NO.

HSIP-I-440-4(81)

5B R.O.W. 2017

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

PROPOSED PROFILE

STA.17+00 TO STA. 22+00

1"=5' VERT.

1"=50' HORIZ.SCALE:

FLOWS RIGHT

SKEW 73°42' 17" RT


EXISTING 24"RCP

STA 22+70.38

XCP-S33

18" RCP

18"

RCP

FLOWS RIGHT

SKEW 73°42' 17" RT


EXISTING 18"RCP

STA 19+32.74

ALUM. DISKELEV 592.64E 1730588.9564N 652644.5275STA. 17+22.17, 32.62'(RT)XCP-S33

INVERT 556.89

TOP 561.23

175.35' (RT)

STA. 17+21.95

CB _

INVERT 565.32

TOP 571.02

INVERT 566.97

20.44' (RT)

TOP 569.71

STA. 22+64.39

43.59' (LT)

CB _

STA. 22+82.60

CB _

INVERT 572.06

TOP 575.10

36.59' (RT)

STA. 19+51.20

CB _

INVERT 575.48

TOP 580.75

22.73' (LT)

STA. 19+20.24

CB _

(MATCH EXIST.)

GRAPHICAL GRADE

EL

EV. 593.62

EL

EV. 587.69

EL

EV. 582.31

EL

EV. 578.17

EL

EV. 575.38

ELEV. 573.92

STA. 22+00.00

END PROJECT HSIP-I-440-4(81) (UTIL.)

19014-1162-94

ST

A. 19

+50.00

BE

G.

NC

EN

D

TR

AN

S

TRANS

400'

ELEV. 614.42

STA. 13+43.35


19014-1162-94

ELEV. 583.60

STA. 118+50.00 RT

END SPECIAL DITCH

(EPSC) NOTES

SEDIMENT CONTROL

PREVENTION &

EROSION

SYMBOL ITEM STD. DWG.

EROSION PREVENTION AND

SEDIMENT CONTROL LEGEND

SF SF SF EC-STR-3BSILT FENCE

EC-STR-37SEDIMENT TUBE

EC-STR-19

D(TYPE D)

CATCH BASIN PROTECTION

4

EC-STR-39A(TYPE 4)

CURB INLET PROTECTION

EC-STR-6ROCK CHECK DAM (V-DITCH)

N:\12862 - T

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

6R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

N

SCALE: 1"=50'

(EPSC) PLANS

SEDIMENT CONTROL

PREVENTION &

EROSION






3

EC-STR-43ASSEMBLY (TYPE 3)

CATCH BASIN FILTER

4

EC-STR-39A(TYPE 4)



STAGE 1






TYPE YEARSHEET

NO.PROJECT NO.

HSIP- I - 440-4(81)

7 R.O.W. 2017

N:\12862 - T

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TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

EXISTING CONTOURS SHOWNSTA. 13+43 TO STA.17+00

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.

W.

I-440

WE

ST

BO

UN

D

ON

RA

MP (

CO

NC.)

I-440

WE

ST

BO

UN

D

OF

F

RA

MP(

CO

NC.)

WO

OD

LA

WN

DR.(

AS

P.)

9 10

3637

38GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GR

AS

S

7

8

12

14

15

35

GRASS

GRASS

565

565

565

570

575

575

580

580

OF

F

585

585

GR

AS

SGR

AS

S

590

590

590

HILLSBORO PIKE/U.S.

HWY 431 (ASP.)

595 595

595

595

595

595

595

595

595

34

GRASS

33

600

600

600

600

600

600

GRASS

RA

MP (

CO

NC.)

I-440

WE

ST

BO

UN

D605

605

605

610

610

610

610

615

615

615

620

620

620

4

1

3

2

5

625

625


6

630630

11

635

GRASS

GRASS

15

100

105

c

c

c

A

c

A

c

c

cA

c

5c

c

A

c

200

c

cA

c

c A

c


E 1730517.6439

N 653022.4399



E 1730453.4764

N 652871.7088


100+93.40

LIMIT OF CONST.

107+34.15

LIMIT OF CONST.

STA. 202+86.26 I-440 WB ON RAMP =

E 1730568.5260

N 653180.8638


5+63.53

LIMIT OF CONST.

E 1730517.6439

N 653022.4399

STA. 13+43.35


19014-1162-94

4

4

D

MA

TC

H

LI

NE

ST

A. 17

+00.00

SE

E

SH

EE

T

NO. 7






N






3


CATCH BASIN FILTER

4

EC-STR-39A(TYPE 4)


(EPSC) PLANS

SEDIMENT CONTROL

PREVENTION &

EROSION

SCALE: 1"=50'

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

7A R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

STAGE 1EC-STR-6ROCK CHECK DAM (V-DITCH)

EXISTING CONTOURS SHOWNSTA.17+00 TO STA. 22+00

EXISTING R.O.W.

EXISTING R.O.W.

I-44

0 WESTBOUND

OFF RAMP(

CONC.)

14

15

1617

2021

24

30

GR

ASS

GRASS

GRASS

565

565

565

570

570

570

13

575

575575

575

575

575

575

575

GRASS

580 580

580580580580

580

580

580

580

25

27

26

28 29


585

585

585

585

585 585 585

585

22

31

3223

19

18

GRASS

GRASS

590

590

590

590

590

590

595

595595

595

595

20

25

30

cc cA

c

c

A

c

ST

A. 13

+43.35 I-440

WE

ST

BO

UN

D

OF

FR

AM

P

=

E 1730947.4993

N 652321.3216

STA. 22+00.00


19014-1162-94


D

N

SCALE: 1"=50'

(EPSC) PLANS

SEDIMENT CONTROL

PREVENTION &

EROSION






3


CATCH BASIN FILTER

4

EC-STR-39A(TYPE 4)








TYPE YEARSHEET

NO.PROJECT NO.

HSIP- I - 440-4(81)

8 R.O.W. 2017

N:\12862 - T

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AP

PT

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

STAGE 2PROPOSED CONTOURS SHOWN

STA. 13+43 TO STA.17+00

EXISTING R.O.W.

EXISTING R.O.

W.

I-440

WE

ST

BO

UN

D

ON

RA

MP (

CO

NC.)

I-440

WE

ST

BO

UN

D

OF

F

RA

MP(

CO

NC.)

WO

OD

LA

WN

DR.(

AS

P.)

9 10

3637

38GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GR

AS

S

7

8

12

14

15

35

GRASS

GRASS

OF

F

GR

AS

SGR

AS

S

HILLSBORO PIKE/U.S.

HWY 431 (ASP.)

34

GRASS

33

GRASS

RA

MP (

CO

NC.)

I-440

WE

ST

BO

UN

D

4

1

3

2

5


6 11

GRASS

GRASS

15

100

105

c

c

c

A

c

A

c

c

cA

c

5c

c

A

c

200

c

cA

c

c A

c


E 1730517.6439

N 653022.4399



E 1730453.4764

N 652871.7088


100+93.40

LIMIT OF CONST.

107+34.15

LIMIT OF CONST.

STA. 202+86.26 I-440 WB ON RAMP =

E 1730568.5260

N 653180.8638


5+63.53

LIMIT OF CONST.

E 1730517.6439

N 653022.4399

STA. 13+43.35


19014-1162-94

4

4

D

565

565

570

575

575

580

580

585

590

590

595 595

595

595

595

595

595

595

600

600

600

600

600

600

605

605

610

610

610

610

615

615

615

620

620

620

625

625

630630

635

MA

TC

H

LI

NE

ST

A. 17

+00.00

SE

E

SH

EE

T

NO. 8






N






3


CATCH BASIN FILTER

4

EC-STR-39A(TYPE 4)


(EPSC) PLANS

SEDIMENT CONTROL

PREVENTION &

EROSION

SCALE: 1"=50'

N:\12862 - T

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SN

AP

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SN

AP

PT

SN

AP

PT

TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

8A R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

EC-STR-6ROCK CHECK DAM (V-DITCH) STAGE 2PROPOSED CONTOURS SHOWN

STA.17+00 TO STA. 22+00

EXISTING R.O.W.

EXISTING R.O.W.

I-44

0 WESTBOUND

OFF RAMP(

CONC.)

14

15

1617

2021

24

30

GR

ASS

GRASS

GRASS

13

GRASS 25

27

26

28 29


22

31

3223

19

18

GRASS

GRASS

20

25

30

cc cA

c

c

A

c

ST

A. 13

+43.35 I-440

WE

ST

BO

UN

D

OF

FR

AM

P

=

E 1730947.4993

N 652321.3216

STA. 22+00.00


19014-1162-94

565

565

565

570

570

575

575575

575

575

575

575

580 580

580580580580

580

580

580

585

585

585

585 585 585

585

590

590

590

590

595

595

D

WOODLAWN DR.

21

ST

AV

E

S

HI

LL

SB

OR

O

PI

KE

SHARONDALE DR

LOMBARDY AVE

I-440 WESTBOUND

I-440 EASTBOUND

N

AHEAD

WORK

ROAD

ROAD WORK

END

*

*

*

ROAD WORK

END*

1/2 MILE

WORK

ROAD

500 FT

WORK

ROAD

1000 FT

WORK

ROAD

I-440

WB

ON

RA

MP

I-440

WB

OF

F

RA

MP

*

ROAD WORK

END*

1/2 MILE

WORK

ROAD

500 FT

WORK

ROAD

1000 FT

WORK

ROAD

ROAD WORK

END

AHEAD

WORK

ROAD

ROAD WORK

END

AHEAD

WORK

ROAD

1000 FT

WORK

ROAD

I-440 EB OFF RAMP

ROAD WORK

END

I-440 WESTBOUND

I-440 EASTBOUND

I-440 WB OFF RAMP

500 FT

WORK

ROAD

1000 FT

WORK

ROAD

*

1/2 MILE

WORK

ROAD

RAMP

ON

1 MILE

WORK

ROAD

*

RAMP

ON

ROAD WORK

END

I-440

WESTBOUND

PLANS

CONTROL

TRAFFIC

125 SCALE

TYPE YEARSHEET

NO.PROJECT NO.

HSIP-I-440-4(81)

9R.O.W. 2017

N:\12862 - T

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SEALED BY

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AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

GUIDELINES (CURRENT EDITION).

ENGINEER. SIGNING SHALL FOLLOW MUTCD

OTHERWISE APPROVED IN ADVANCE BY

SHOULD BE PROVIDED AS SHOWN OR AS

NOTE: TRAFFIC CONTROL ADVANCED WARNING SIGNING

ACCORDING TO MUTCD SPACING GUIDELINES.

TRAFFIC CONTROL ADVANCED WARNING SIGNING

MAY NOT REFLECT ACTUAL MUTCD SPACING. PLACE

* NOTE: POSITION OF TRAFFIC CONTROL ADVANCED WARNING SIGNING

HI

LL

SB

OR

O

PI

KE

I-440 WESTBOUND

I-440 EASTBOUND

I-440 WB ON RAMP

I-440 WB OFF RAMP

I-440 EB OFF RAMP

I-440 WB OFF RAMP

50 SCALE

N

FLEXIBLE DRUMS (CHANNELIZING)

TRAFFIC FLOW

SYMBOL

TRAFFIC CONTROL LEGEND

ITEM

SIGN (CONSTRUCTION)

SIGN (CONSTRUCTION) (2-POST)

WORK ZONE

PORTABLE BARRIER RAIL

TEMPORARY ATTENUATOR PLANS

CONTROL

TRAFFIC

WHITE LINE

SINGLE SOLID

8" TEMP.

PHASE 1

WARNING TRAFFIC CONTROL SIGNING.

3. SEE SHEET 9 FOR ADVANCED

ON I-440 WB OFF RAMP (MIN. 12 FT. WIDTH).

2. MAINTAIN EXISTING SINGLE LANE

WIDEN TO SOUTH SIDE OF EXISTING RAMP

1. CONSTRUCT SECOND RIGHT-TURN LANE,

YIELD

DO NOT

ENTER

BE RETAINED

EXISTING TO

BE RETAINED

EXISTING TO

21

ST

AV

E

S

TYPE YEARSHEET

NO.PROJECT NO.

HSIP-I-440-4(81)

10R.O.W. 2017

N:\12862 - T

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M

SEALED BY

SN

AP

PT

SN

AP

PT

SN

AP

PT

SN

AP

PT

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

PLANS

MARKING

PAVEMENT

SIGNING AND

SCALE: 1"=50'

N

YIELD

YIELD LINE

INSTALL

HI

LLS

BO

RO PI

KE/

U.S.

HW

Y 431

I-440 WESTBOUND OFF RAMP

DO NOT

ENTER

ONE WAY

ONE WAY

HERE ON

RED

STOP

WRONG

WAY

9

STA. 22+00.00

PAVEMENT MARKING

LIMIT OF PROPOSED

STA. 100+00.00

PAVEMENT MARKING

LIMIT OF PROPOSED

STA. 107+34.15

PAVEMENT MARKING

LIMIT OF PROPOSED

STA. 5+00.00

PAVEMENT MARKING

LIMIT OF PROPOSED

AT 80' SPACING C TO C (TYP)

BI-DIRECTIONAL MARKER (RED/WHITE)

24" STOP LINE (TYP)

CHANNELIZATION MARKINGS

12" WHITE DIAGONAL TRANSVERSE


12" YELLOW DIAGONAL TRANSVERSE

NO

ON RED

TURN

6" SBWL

6" SSYL

4"

DS

YL

4" SS

WL

4" S

BW

L

4" S

BW

L

4" SS

WL

4" SS

WL

DSYL: DOUBLE SOLID YELLOW LINE

DWL: DOTTED WHITE LINE (2'LINE 4' SPACE)

SSWL: SINGLE SOLID WHITE LANE LINE

SBWL: SINGLE BROKEN WHITE LINE

SSYL: SINGLE SOLID YELLOW EDGELINE

SSWL: SINGLE SOLID WHITE

PAVEMENT MARKING LEGEND:

4" DWL6" SSWL

4"

DS

YL

4"

SS

WL

4"

SB

WL

4"

SB

WL

4"

SS

WL

4" SSWL

BARRIER LINE

8" SINGLE SOLID WHITE

4" DWL

YIELD

BE REMOVED

EXISTING TO

DO NOT

ENTER

4" SS

WL

4" S

BW

L

6" SSWL I-

440

WB ON

RAMP

I-440

WB OFF RA

MP

1

2

3

10

11

4

5

6

78

TURN ARROWS (TYP)

INSTALL THERMOPLASTIC

PLASTIC PAVEMENT MARKINGS

INSTALL LONGITUDINAL CROSSWALK

6" SSWL

4" SS

WL

6" SSYL

6" SSYL

WRONG

WAY

BE REMOVED

EXISTING TO

N:\12862 - T

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AP

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SN

AP

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SN

AP

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SN

AP

PT

TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

11 R.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE


12" WHITE DIAGONAL TRANSVERSE

BLACK OUTLINE.

2. NEW SKIP LANE LINE MARKINGS ON I-440 RAMP SHALL INCLUDE SILHOUTTE,

RED REFLECTIVE STRIP ON SIGN POSTS.

1. "WRONG WAY," "DO NOT ENTER," AND "YIELD" SIGN ASSEMBLIES SHALL INCLUDE

NOTE:

BE REMOVED

EXISTING TO

DETENUATOR

TYPE "38" GUARDRAILEND TREATMENT

TYPE "13" GUARDRAIL

BE RETAINED

EXISTING TO

(PWR SERVICE) W/ TYPE B PULL BOX

INSTALL 1" RGS RISER AND 1" RGS CONDUIT

INSTALL 2-2" CONDUITS (TRENCH)

INSTALL TYPE B PULL BOX, 2-2" CONDUITS TO POLE BASE

INSTALL SIGNAL POLE W/ 75’ CANTILEVER ARM,



(JACKED/BORED)

INSTALL 2-2" CONDUITS (SCH. 80)

AND 1-2" CONDUIT TO POLE BASE

PUSH BUTTON AND SIGN. INSTALL TYPE B PULL BOX

INSTALL 8’ PEDESTAL POLE WITH PEDESTRIAN SIGNAL HEAD,

(TRENCH)

INSTALL 1-2" CONDUIT

285’ FROM STOP BAR

AND ADVANCE LOOPS

INSTALL TYPE A PULL BOX

(JACKED/BORED)

INSTALL 2-2" CONDUITS (SCH. 80)



(JACKED/BORED)

INSTALL 1-2" CONDUIT

285’ FROM STOP BAR

AND ADVANCE LOOPS

INSTALL TYPE A PULL BOX

(JACKED/BORED)

INSTALL 2-2" CONDUITS

AND 1-2" CONDUIT TO POLE BASE

PUSH BUTTON AND SIGN. INSTALL TYPE B PULL BOX


PUSH BUTTON AND SIGN. INSTALL 1-2" CONDUIT TO POLE BASE


INSTALL TYPE B PULL BOX AND 1-2" CONDUIT TO POLE BASE

HEAD, PEDESTRIAN SIGNAL HEAD, PUSH BUTTON AND SIGN.

INSTALL 10’ PEDESTAL POLE WITH NEARSIDE VEHICLE SIGNAL

PURPOSES ONLY (SEE NOTE #3 THIS SHEET)

EXISTING RAMP SHOWN FOR DEMONSTRATION

PURPOSES ONLY (SEE NOTE #3 THIS SHEET)

EXISTING RAMP SHOWN FOR DEMONSTRATION

(SEE NOTE #3 THIS SHEET)

SHOWN FOR DEMONSTRATION PURPOSES ONLY

PROPOSED RAMPS AND SIDEWALK IN ISLAND

EQUIPMENT

1-1" RGS CONDUIT,4-2" PVC CONDUITS AND REQUIRED CABINET

, INSTALL 8-PHASE BASE-MOUNTED CABINET, SIGNAL CONTROLLER

N

LAYOUT

SIGNAL

SCALE: 1"=30’

I-440

WE

ST

BO

UN

D

OF

F

RA

MP SIGNAL PHASING DIAGRAM

0201 03

0605 07

USED

NOT

USED

NOT

USED

NOT

USED

NOT

08

04

SIGNAL HEADS

12" L.E.D.

W/ BACKPLATE

TYPE 130

12" L.E.D.

W/ BACKPLATE

TYPE 130A3

1

5

5P

SIGNS

S1

24"X24"

R3-1

-FLASHING OPERATION: YELLOW - 02,06; RED - 01,05

-MIN RECALL: 02,06

-PROT LEFT-TURN: 01

I-440

WE

ST

BO

UN

DO

FF

I-440

WE

ST

BO

UN

D

ON

RA

MP

RA

MP

POLE 1

POLE 2

POLE 4

POLE 5

POLE 3

L2-1

L2-2

L6-1

L6-2

5P

S1

P6

P6

5

5

6

6

1

1

2

2

RD1-2

RD1-1

RD5-2RD5-1

TO CROSS

PUSH BUTTON

FLASHING

DONT START

FINISH CROSSING

IF STARTED

STEADY

VEHICLES

DON’T CROSS

START CROSSING

WATCH FOR

TIMER

TO FINISH CROSSING

TIME REMAINING

TO CROSS

PUSH BUTTON

FLASHING

DONT START

FINISH CROSSING

IF STARTED

STEADY

VEHICLES

DON’T CROSS

START CROSSING

WATCH FOR

TIMER

TO FINISH CROSSING

TIME REMAINING

9"X15"

R10-3E

9"X15"

R10-3ES2

24"X30"

R10-11

NO

ON RED

TURN

S2

16" L.E.D.

SIGNAL

PEDESTRIAN

COUNTDOWN

P6

HILLSBORO PIKE/U.S.

HWY 431

12" L.E.D.

TYPE 130A2

21ST AVE/ U.S. HWY 431 / S.R.106






TYPE YEARSHEET

NO.PROJECT NO.

HSIP-I-440-4(81)

12R.O.W. 2017

N:\12862 - T

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M

SEALED BY

SN

AP

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SN

AP

PT

SN

AP

PT

SN

AP

PT

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

INCLUDE RETROREFLECTIVE BORDER

NOTE: ALL SIGNAL HEAD BACKPLATES SHALL

RADAR DETECTION ZONE -

RADAR DETECTOR -

LEGEND:

REMOVAL DIAGRAM

I-440

WB

ON

RA

MP

SIGNAL POLES & SPAN

REMOVE EXISTING

SIGNAL CABINET

REMOVE EXISTING

21ST AVE

2

6

LOUVERED

12" L.E.D.

W/ BACKPLATE

TYPE 130

LOUVERED

12" L.E.D.

W/ BACKPLATE

TYPE 130A2

}{

{}

[3900]4057

1780 1988

2277 2546

812 0

1543

792

[2784]

[1116]

[2315]

[1753]

[1223]

[0]

HILLSBORO PIKE HILLSBORO PIKE

I-440

WB

RA

MP

I-440

WB

RA

MP

968

0

[0]

[1561]

523

[287]

0

[0]

[0]

0

1020

[754]

[0]0

0[0]

1754

0[0]

812

[122

3]

792

[924]

2038 DHV

[AM]

PM

[829]

[1041]

[924]

POLE 6

POLE 7WO

OD

LA

WN

DR.

P2

P2

SNS-1

OVERHEAD STREET NAME SIGN

-WIDTH: 72"

-HEIGHT: 18"

SIGN DIMENSIONS

(6" UPPER CASE, 4" LOWER CASE)

SUPPLEMENTARY LETTERING:

(8" UPPER CASE, 6" LOWER CASE)

FONT: SERIES "D" LETTERING STYLE

CORNER RADII: 2.5"

BORDER WIDTH: 1"

SHEETING: RETRO-REFLECTIVE

COLOR: WHITE ON GREEN BACKGROUND

Pk

Hillsboro

SN1

PER STANDARD DRAWINGS, MUTCD AND FINAL CURB RAMP DESIGN.

RESPONSIBILITY TO INSTALL PROPOSED PEDESTRIAN SIGNAL EQUIPMENT

LOCATION OF PEDESTRIAN SIGNAL EQUIPMENT. CONTRACTOR HAS FINAL

SITE PICTURES. PROPOSED RAMPS AND SIDEWALK SHOWN TO DEMONSTRATE

SHOWN HAVE NOT BEEN PLACED VIA SURVEY BUT FROM FIELD VISITS AND

BY NASHVILLE MPW PROJECT AFTER TDOT SURVEY WAS PERFORMED. RAMPS

3. EXISTING RAMPS ON THE WEST SIDE OF HILLSBORO RD INSTALLED

UTILITY OWNER AS REQUIRED.

UTILITY OWNER SPECIFICATIONS. COORDINATE WITH PROJECT ENGINEER AND

INCLUDED IN PAY ITEM FOR POWER SERVICE. POWER SERVICE SHALL MEET

TO CABINET AS REQUIRED. INSTALL RISER AT UTILITY POLE WITH COST

POLE IN NE CORNER. INSTALL NEW POWER SERVICE CABLE AND 1" RGS CONDUIT

2. CONTRACTOR TO INSTALL NEW ELECTRICAL SERVICE FROM EXISTING UTILITY

2" SPARE CONDUIT STUBS FOR FUTURE.

1. CABINET FOUNDATION SHALL INCLUDE INSTALLATION OF TWO (2) -

NOTES:

STONE RET. WALL

BRI

CK

JERSEY BARRIE

R

JERSEY BARRIE

R

JE

RS

EY

BA

RRI

ER

JE

RS

EY

BA

RRI

ER

PB

PB

PB

PB

SIGN

CANTIEVER

SIGNCANTILEVER

SIGN

HISTORI

C

N:\12862 - T

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SN

AP

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

12AR.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

DETAILS

SIGNAL

TRAFFIC

ACTIVE PHASE INACTIVE PHASE (NOT USED)

SEQUENCING

EIGHT PHASE

BASIC TIMINGS (SECS)SIGNAL PHASING DIAGRAM

0201 03

0605 07

USED

NOT

USED

NOT

USED

NOT

USED

NOT

08

04

-FLASHING OPERATION: YELLOW - 02,06; RED - 01,05

-MIN RECALL: 02,06

-PROT LEFT-TURN: 01

N

WIRING DIAGRAM

Y

DETECTION ZONE NUMBERING

FLASHING OPERATION Y OR R

- PHASES 2 AND 6 TO FLASH YELLOW

- PHASES 1 AND 5 TO FLASH RED

NOTE:

RD5-1

RD5-2

L2-1

L2-2

L6-1

L6-2

RD1-1

RD1-2

N

PULL BOX

INSTALL TYPE A

LEAD-INS

2 LOOP

LEAD-INS

2 LOOP

PULL BOX

INSTALL TYPE A

PULL BOX

INSTALL TYPE B

PULL BOX

INSTALL TYPE B

PULL BOX

INSTALL TYPE B

PULL BOX

INSTALL TYPE B

PULL BOX

INSTALL TYPE B

1-2CSH (LOOP)

1-2" CONDUIT

1-RADAR CABLE

2-12c

2-2" CONDUITS (TO POLE 3)

4-7c (VEH)

2-7c (VEH)

2-7c (VEH)

2-RADAR CABLE

2-2CSH (LOOP)

4-2CSH (PPB)

4-7c (PED)

1-7c (VEH)

4-12c (VEH)

4-2" CONDUITS

3-1C #6 AWG FOR AC SERVICE

1-1" RGS CONDUIT

1-12c (VEH)

2-2" CONDUITS

1-RADAR CABLE

2-2CSH (LOOP)

4-2CSH (PPB)

4-7c (PED)

1-7c (VEH)

2-12c (VEH)

2-2" CONDUITS

1-RADAR CABLE

1-12c (VEH)

2-2" CONDUITS

1-2CSH (LOOP)

1-2" CONDUIT (J&B)

1-RADAR CABLE

2-2CSH (LOOP)

3-2CSH (PPB)

3-7c (PED)

1-7c (VEH)

2-12c (VEH)

2-2" CONDUITS (J&B)1-2CSH (PPB)

1-7c (PED)

1-2" CONDUIT (TO POLE 4)

1-2CSH (PPB)

1-7c (PED)

1-7c (VEH)


PB

PB

PB

PB

PULL BOX

INSTALL TYPE B

1-RADAR CABLE

1-2CSH (LOOP)

2-2CSH (PPB)

2-7c (PED)

2-12c

2-2" CONDUITS (J&B)

1-2CSH (PPB)

1-7c (PED)


1-2CSH (PPB)

1-7c (VEH)


1-2CSH (LOOP)

1-2CSH (PPB)

1-7c (VEH)

2-2" CONDUITS (J&B)

Y

R

R

N:\12862 - T

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TYPE YEARSHEET

NO.PROJECT NO.

SEALED BY

HSIP-I-440-4(81)

12BR.O.W. 2017

TRANSPORTATION

DEPARTMENT OF

STATE OF TENNESSEE

DETAILS

SIGNAL

TRAFFIC

COORDINATION AND TIME OF DAY DATA

0 0 20 20 40 40 60 60 80 80 100 100 120 120 140 140

610 610

620 620

630 630

13+50.00

610 610

620 620

14+00.00

610 610

620 620

14+50.00

580 580

590 590

600 600

610 610

620 620

630 630

15+00.00

I-440 WB OFF RAMP

BEGIN STA. 13+50.00

END STA. 15+00.00

R.O.W. 2017 HSIP-I-440-4(81) 13

TYPE YEAR PROJECT NO.SHEET

NO.

8/3/2017 10:3

8:3

6

AM

N:\

12862 -

TD

OT

Traffic\008 I4

40 at

Hills

boro\dgn\013-018.s

ht

CUT 0

FILL 0

CUT 0

FILL 0

CUT 28

FILL 0

CUT 22

FILL 0

HILLSBORO RD.

HILLSBORO RD.

c

FG

EL. 607.95

-0.020 -0.020

-0.020

-0.078 HILLSBORO RD.

c

FG

EL. 605.19

0.048

0.048

-0.022

-0.010

c

OF

FS

ET 24.47

EL.605.19

HILLSBORO RD.

0 0 20 20 40 40 60 60 80 80 100 100 120 120 140 140

580 580

590 590

600 600

610 610

620 620

15+50.00

590 590

600 600

610 610

16+00.00

570 570

580 580

590 590

600 600

610 610

620 620

16+50.00

I-440 WB OFF RAMP

BEGIN STA. 15+50.00

END STA. 16+50.00

R.O.W. 2017 HSIP-I-440-4(81) 14


NO.

8/3/2017 10:3

8:3

7

AM

N:\

12862 -

TD

OT

Traffic\008 I4

40 at

Hills

boro\dgn\013-018.s

ht

CUT 19

FILL 0

CUT 14

FILL 0

CUT 14

FILL 0

c

FG

EL. 602.45

0.070

0.070

0.000

-0.010

6:1

c

OF

FS

ET 20.53

EL.602.16

c

FG

EL. 599.50

0.064

0.064

-0.006

-0.010

6:1

c

OF

FS

ET 25.69

EL.598.25

c

FG

EL. 596.55

0.058

0.058

-0.013

-0.010

6:1

c

OF

FS

ET 26.08

EL.595.14

0 0 20 20 40 40 60 60 80 80 100 100 120 120 140 140

570 570

580 580

590 590

600 600

610 610

17+00.00

560 560

570 570

580 580

590 590

600 600

610 610

620 620

17+50.00

I-440 WB OFF RAMP

BEGIN STA. 17+00.00

END STA. 17+50.00

R.O.W. 2017 HSIP-I-440-4(81) 15


NO.

8/3/2017 10:3

8:3

8

AM

N:\

12862 -

TD

OT

Traffic\008 I4

40 at

Hills

boro\dgn\013-018.s

ht

CUT 117

CUT 35

FILL 0

FILL 0

c

FG

EL. 593.62

0.051

0.051

-0.019

-0.010

6:1

c

EL.591.12

c

OF

FS

ET 44.43

EL.594.48

4:1

c

FG

EL. 590.66

0.045

0.045

-0.025

-0.010

6:1

c

EL.588.25

c

OF

FS

ET 54.16

EL.595.96

3:1

0 0 20 20 40 40 60 60 80 80 100 100 120 120 140 140

560 560

570 570

580 580

590 590

600 600

610 610

620 620

18+00.00

570 570

580 580

590 590

600 600

18+50.00

570 570

580 580

590 590

19+00.00

I-440 WB OFF RAMP

BEGIN STA. 18+00.00

END STA. 19+00.00

R.O.W. 2017 HSIP-I-440-4(81) 16


NO.

8/3/2017 10:3

8:3

8

AM

N:\

12862 -

TD

OT

Traffic\008 I4

40 at

Hills

boro\dgn\013-018.s

ht

FILL 0

FILL 0

CUT 18

FILL 0

CUT 93

CUT 21

c

FG

EL. 587.69

0.039

0.039

-0.031

-0.010

6:1

c

EL.585.92

c

OF

FS

ET 47.56

EL.596.22

2:1

c

FG

EL. 584.82

0.033

0.033

-0.037

-0.010

6:1

c

EL.583.60

c

OF

FS

ET 80.96

EL.590.13

c

FG

EL. 582.33

0.026

0.026

-0.040

-0.010

6:1c

OF

FS

ET 24.92

EL.580.93

0 0 20 20 40 40 60 60 80 80 100 100 120 120 140 140

570 570

580 580

590 590

19+50.00

570 570

580 580

590 590

20+00.00

560 560

570 570

580 580

590 590

20+50.00

560 560

570 570

580 580

590 590

21+00.00

I-440 WB OFF RAMP

BEGIN STA. 19+50.00

END STA. 21+00.00

R.O.W. 2017 HSIP-I-440-4(81) 17


NO.

8/3/2017 10:3

8:3

9

AM

N:\

12862 -

TD

OT

Traffic\008 I4

40 at

Hills

boro\dgn\013-018.s

ht

FILL 16

FILL 12

CUT 15

CUT 11

CUT 19

CUT 14

FILL 10

FILL 0

c

FG

EL. 580.11

0.020

0.020 -0.010

c

OF

FS

ET 34.27

EL.575.60

-0.040

3:1

c

FG

EL. 578.17

0.020

0.020 -0.010-0.010

-0.040

-0.010

6:1

c

OF

FS

ET 32.68

EL.574.13

3:1

c

FG

EL. 576.61

0.020

0.020 -0.010

-0.040 10:1 6:1

OF

FS

ET 27.10

EL.574.21

c

3:1

c

FG

EL. 575.38

0.020

0.020-0.010

4:1

c

OF

FS

ET 35.99

EL.570.34

-0.040 10:1

0 0 20 20 40 40 60 60 80 80 100 100 120 120 140 140

560 560

570 570

580 580

590 590

21+50.00

560 560

570 570

580 580

590 590

22+00.00

I-440 WB OFF RAMP

BEGIN STA. 21+50.00

END STA. 22+00.00

18HSIP-I-440-4(81)2017R.O.W.


NO.

8/3/2017 10:3

8:4

0

AM

N:\

12862 -

TD

OT

Traffic\008 I4

40 at

Hills

boro\dgn\013-018.s

ht

FILL 10

CUT 12

CUT 13

FILL 0

560

570

580

590

570

580

590

560

22+50.00

FILL 0

CUT 0

c

FG

EL. 574.49

0.020

0.020-0.010

c

OF

FS

ET 32.67

EL.569.59

4:1

-0.040 10:1

c

FG

EL. 573.92

-0.040

-0.010c

OF

FS

ET 15.48

EL.572.01

4:1

Date post:	31-Jul-2020
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