PROPOSED CONSTRUCTION SEQUENCE

TRAFFIC

CONTROL

NOTES AND

QUANTITIES

THE CONSTRUCTION SIGNING PLANS ARE TO SERVE AS A GUIDE ONLY.

OTHER SIGNS MY BE REQUIRED DURING VARIOUS PHASES OF CONSTRUCTION.

THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF THEIR

RESPONSIBILITY OF INSTALLING TRAFFIC CONTROL DEVICES IN ACCORDANCE

WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES."

THE CONTRACTOR IS TO MAINTAIN ACCESS TO ALL LOCAL PROPERTY OWNERS.

PROPOSED CONSTRUCTION SEQUENCE

TRAFFIC PHASE 1

2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON THE

APPROPRIATE PLAN SHEETS.

1. INSTALL CONSTRUCTION SIGNAGE FOR PROJECT AS PER THIS PLAN AND

AS DIRECTED BY THE ENGINEER.

6. ONCE ALL OF PHASE 1 CONSTRUCTION IS COMPLETE THE CONTRACTOR

SHALL INSTALL PHASE 2 TRAFFIC CONTROL.

3. ALL NEW PAVEMENT, PAVEMENT WIDENING, AND SHOULDERS CONSTRUCTED

IN PHASE 1 SHALL BE BUILT UP TO THE INTERMEDIATE ASPHALT LAYER.

4. THE TEMPORARY PAVEMENT ON THE NORTH SIDE OF SR 71/US 441 AS

SHOWN TO THE EAST OF FORD HILL LANE ON THE PLAN SHEETS SHALL

BE CONSTRUCTED PRIOR TO WORK TO THE SOUTH OF THE EXISTING ROAD

IN ORDER TO SHIFT TRAFFIC. PORTIONS OF THE EXISTING PAVED

SHOULDER PRIOR TO THE TEMPORARY PAVEMENT WILL BE UTILIZED AS

PART OF A TEMPORARY TRAVEL LANE.

5. AFTER TRAFFIC IS SHIFTED TO THE NEWLY CONSTRUCTED TEMPORARY

PAVEMENT, THE OTHER WORK AS SHOWN ON THE CORRESPONDING PLAN

SHEETS CAN BE CONSTRUCTED INCLUDING THE PROPOSED TRAVEL LANES,

WALL, AND TEMPORARY PAVEMENT TO BE USED IN PHASE 2.

TRAFFIC PHASE 2









5. AFTER TRAFFIC IS SHIFTED, THE REMAINING FULL DEPTH PAVEMENT

AREA ALONG THE PROPOSED SR 71/US 411 IS TO BE CONSTRUCTED.

4. TRAFFIC IS TO BE SHIFTED TO THE NEWLY CONSTRUCTED TRAVEL LANES

AND TEMPORARY PAVEMENT TO THE SOUTH OF EXISTING SR 71/US 441

BUILT IN PHASE 1.

5. ONCE ALL OF PHASE 3 CONSTRUCTION IS COMPLETE THE TRAFFIC CONTROL

DEVICES SHALL BE REMOVED.

4. THE REQUIRED OVERLAY AND REMAINING SIDE ROAD CONSTRUCTION SHALL

BE PERFORMED WITHOUT REQUIRING ANY ROAD CLOSURES.

3. ALL PAVEMENT CONSTRUCTED IN PREVIOUS PHASES SHALL HAVE THE FINAL

ASPHALT LAYER CONSTRUCTED IN PHASE 3.

TRAFFIC PHASE 3





6. INSTALL FINAL SIGNING AND MARKING AS SHOWN IN THE SIGNING AND

PAVEMENT MARKING PLANS.

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.

TYPE YEAR PROJECT NO.SHEET

NO.

26

-JA

N-2

01

7 1

4:4

1

Y:\R

oadw

ays\01100005\D

esign\044.s

ht

STATE OF TENNESSEE

DEPARTMENT OF TRANSPORTATION

HPP/NH-71(16) 44 2017 CONST.

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

PAVEMENT EDGE

DROP-OFF

TRAFFIC CONTROL

NOTES


NO.

26

-JA

N-2

01

7 1

4:4

1

Y:\R

oadw

ays\01100005\D

esign\044A

.sht

STATE OF TENNESSEE


HPP/NH-71(16) 44A 2017 CONST.

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

W. M

AC

ON

LA

NE

S

R

7

1

/

U

S

4

4

1

SR 71/US 441SR 71/US 441

E. M

ACO

N L

AN

E

S 6

6%

%d 3

7' 08" W

S 6

8%

%d 2

1' 2

5"

W

S 6

4%

%d 0

4' 52" W

S 6

8%

%d 0

8' 4

8" W

10

15

20

S

7

0

%

%

d

5

4

'

3

0

"

E

1

5

0

155

SR 71/US 441 STA. 151+28.64 =

MACON LANE STA. 15+99.51

N 570136.4414

E 2627512.4675

BEGIN PROJ. NO. HPP/NH-71(16)

STA. 149+91.20 (R.O.W.)

WW

C-1

/EPH

-1

WW

C-3

/

EP

H-3

WWC-2/EPH-2

WW

C-1

/EPH

-1






DEVICES."


TRAFFIC CONTROL NOTES

TRAFFIC CONTROL - PHASE 1



2. THE CONTRACTOR SHALL CONSTRUCT THE HATCHED AREA AS SHOWN ON

THIS PLAN.



SYMBOL

TRAFFIC CONTROL LEGEND

ITEM

WORK ZONE

TRAFFIC FLOW

2600' 1600' ROAD

WORK

1000 FT

ROAD

WORK

1 MILE

ROAD

WORK

1/2 MILE

500'

1

0

0

0

'

END

ROAD WORK

SIGN (CONSTRUCTION)

500'

500'

500'

500'

ROAD

WORK

1/2 MILE

1600'ROAD

WORK

1000 FT

ROAD

WORK

500 FT

500'

ROAD

WORK

1/2 MILE

1600'ROAD

WORK

1000 FT

ROAD

WORK

500 FT

500'

END

ROAD WORK

END

ROAD WORK



G20-2

48" X 24"

G20-2

36" X 18"

W20-1

36" X 36"

W20-1

48" X 48"

W20-1

48" X 48"

W20-1

36" X 36"

W20-1

36" X 36"

W20-1

48" X 48"

W20-1

36" X 36"

W20-1

36" X 36"

W20-1

36" X 36"

G20-2

36" X 18"

FLEXIBLE DRUMS (CHANNELIZING)

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\045.s

ht

STATE OF TENNESSEE


COORDINATES ARE NAD/83(1995),

ARE DATUM ADJUSTED BY THE

THE TGRN. ALL ELEVATIONS ARE

REFERENCED TO THE NAVD 1988.

N

FACTOR OF 1.00001 AND TIED TO

CONST.

MA

TC

H L

IN

E S

TA

. 156+

50 S

EE

SH

T. N

O. 45A

BEGIN TO STA.156+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 1

HPP/NH-71(16) 45

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

S 16%%d 02' 41" WS

35%

%d 5

2' 28" W

30SR 71/US 441 SR 71/US 441SR 71/US 441

S

R

7

1

/

U

S

4

4

1

CH

AP

MA

N V

IEW

DR

IVE

S 6

6%

%d 3

7' 0

8"

W

10

S 73%%d 57' 19" E

155160 1651

7

0

S 4

0%

%d 2

8' 34" WS 16%%d 02' 41" W 4

0

VA

LE

RIE

WA

Y

SR 71/US 441 STA. 162+99.97 =

CHAPMAN VIEW DRIVE STA. 30+00.00

N 569785.8628

E 2628629.8233

SR 71/US 441 STA. 168+65.00 =

VALERIE WAY STA. 42+48.78

N 569629.6960

E 2629172.8456

WW

C-1

/EPH

-1

WW

C-3

/

EP

H-3

WW

C-4

/

EPH

-4

WW

C-2/E

PH

-2

WWC-2/EPH-2





THIS PLAN.

THIS PLAN.



TO BE USED IN PHASE 2.

ITEM

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

500'

500'



END

ROAD WORK

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

END

ROAD WORK

W20-1

36" X 36"

G20-2

36" X 18"

G20-2

36" X 18"

W20-1

36" X 36"

G20-2

36" X 18"

SIGN (CONSTRUCTION)


TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\045A

.sht

STATE OF TENNESSEE






N


CONST.

MATCH LINE STA. 169+50 SEE SHT. NO. 45B

45A

STA.156+50 TO STA.169+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 1

HPP/NH-71(16)

MATCH LINE STA. 156+50 SEE SHT. NO. 45

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

SR 71/US 441

SR 71/US 441

SR 71/US 441

HUTCHESON ROAD

FO

RD

HIL

L L

AN

E

SH

AD

Y L

AN

E

170

175180

S 4

0%

%d 2

8' 34" W

S 1

6%

%d 0

2' 41" W

S 4

3%

%d 3

8' 59" W

S 1

8%

%d 3

2' 59" W

50

S 4

7%

%d 3

3' 15" W

S 2

0%

%d 4

6' 53" W

40

60

VA

LE

RIE

WA

Y

SR 71/US 441 STA. 171+75.00 =

SHADY LANE STA. 52+17.77

N 569539.6717

E 2629469.4517

SR 71/US 441 STA. 173+60.00 =

FORD HILL LANE STA. 61+88.03

N 569477.4176

E 2629643.6502





THIS PLAN.




PAVEMENT THE OTHER WORK AS SHOWN ON THIS PLAN CAN BE

CONSTRUCTED INCLUDING THE PROPOSED WALL AND TEMPORARY PAVEMENT

TO BE USED IN PHASE 2.


SHOWN ON THIS PLAN SHALL BE CONSTRUCTED PRIOR TO WORK TO THE

SOUTH OF THE ROAD IN ORDER TO SHIFT TRAFFIC. PORTIONS OF THE

EXISTING PAVED SHOULDER PRIOR TO THE TEMPORARY PAVEMENT WILL

BE UTILIZED AS PART OF A TEMPORARY TRAVEL LANE.

AS DIRECTED BY THE ENGINEER. THIS PLAN.

SOUTH OF THE ROAD IN ORDER TO SHIFT TRAFFIC.

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

SYMBOL

TRAFFIC CONTROL LEGENDITEMWORK ZONE

TRAFFIC FLOW

TEMPORARY PAVEMENT

SEE STEP 5

TEMPORARY PAVEMENT

SEE STEP 4

TEMPORARY PAVEMENTSEE STEP 4

TEMPORARY PAVEMENTSEE STEP 5

EXISTING PAVEMENT TO BE

SCARIFIED BACK FILLED

SEEDED & MULCHED

SIGN (CONSTRUCTION)



10'

10'

10'

10'

8" RDSYL

8" RDSYL

8" RSSWL

8" RSBWL

8" RSSWL

ROAD

WORK

AHEAD

END

ROAD WORK

ROAD

WORK

AHEAD

END

ROAD WORK

G20-2

36" X 18" G20-2

36" X 18"

G20-2

36" X 18"

W20-1

36" X 36"

W20-1

36" X 36"

SIGN (CONSTRUCTION)

10'

10'

10'

10'


PORTABLE BARRIER RAIL

TEMPORARY ATTENUATOR


PORTABLE BARRIER RAILTEMPORARY ATTENUATOR

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\045B

.sht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 169+

50 S

EE

SH

T. N

O. 4

5A

MA

TC

H L

IN

E S

TA

. 182+

50 S

EE

SH

T. N

O. 45C

45B

STA.169+50 TO STA.182+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 1

HPP/NH-71(16)

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

SR 71/US 441

SR 71/US 441

SIM

MO

NS

RO

AD

HU

TC

HE

SO

N R

OA

D

HUTCHESON ROAD

MU

RP

HY

RO

AD

HIL

LT

OP

VIE

W D

RIV

E

S 53%%d 55' 05" E

S 3

0%

%d 5

9' 26" W

S 4

6%

%d 0

4' 55" W

S 3

6%

%d 0

6' 04" W

1

8

5

190

195

S 4

2%

%d 3

6' 33" W

70

75

SR 71/US 441 STA. 189+84.81 =

HUTCHESON ROAD/SIMMONS ROAD STA. 72+17.86

N 568665.4120

E 2631043.8018





THIS PLAN.




SHOWN ON THIS PLAN SHALL BE CONSTRUCTED PRIOR TO WORK TO THE

SOUTH OF THE ROAD IN ORDER TO SHIFT TRAFFIC.


PAVEMENT THE OTHER WORK AS SHOWN ON THIS PLAN CAN BE CONSTRUCTED

INCLUDING THE TEMPORARY PAVEMENT TO BE USED IN PHASE 2.

ITEM

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

TEMPORARY PAVEMENT

SEE STEP 4

TEMPORARY PAVEMENT

SEE STEP 5



SEEDED & MULCHED

SIGN (CONSTRUCTION)



10' 10' 10'

10'

8" RDSYL

8" RSBWL

8" RSSWL

ROAD

WORK

AHEAD

END

ROAD WORK

END

ROAD WORKROAD

WORK

AHEAD

G20-2

36" X 18"

G20-2

36" X 18"

W20-1

36" X 36"

W20-1

36" X 36"


PORTABLE BARRIER RAIL

TEMPORARY ATTENUATOR

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\045C

.sht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 182+

50 S

EE

SH

T. N

O. 45B

MA

TC

H L

IN

E S

TA

. 195+

50 S

EE

SH

T. N

O. 45D

45C

STA.182+50 TO STA.195+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 1

HPP/NH-71(16)

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

S 53%%d 55' 05" ESR 71/US 441 SR 71/US 441 SR 71/US 441

195 200 205 210

ST

R-1





THIS PLAN.



SYMBOL

WORK ZONE

TRAFFIC FLOW

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW




TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oad

way

s\0

11

00

00

5\D

esig

n\0

45

D.s

ht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 195+

50 S

EE

SH

T. N

O. 45C

MA

TC

H L

IN

E S

TA

. 2

08

+5

0 S

EE

SH

T.

NO

. 4

5E

45D

STA.195+50 TO STA.208+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 1

HPP/NH-71(16)

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

N 6

6%

%d 1

2' 32" E

N 7

1%

%d 2

6' 19" E

100

90

SR 71/US 441 SR 71/US 441SR 71/US 441

SR

338

SR

35/U

S 4

11

S 53%%d 55' 05" E

210

END PROJ. NO. HPP/NH-71(16)

STA. 210+55.00 (R.O.W.)





THIS PLAN.



SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW



500'

END

ROAD WORK

G20-2

48" X 24"

SIGN (CONSTRUCTION)


W20-1

48" X 48"

2600' ROAD

WORK

1/2 MILE

W20-1

48" X 48"

1600'ROAD

WORK

1000 FT

W20-1

48" X 48"

ROAD

WORK

1 MILE

1000'

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\045E

.sht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 2

08

+5

0 S

EE

SH

T.

NO

. 4

5D

45E

STA.208+50 TO END

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 1

HPP/NH-71(16)

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

SR 71/US 441

SR 71/US 441

SR 71/US 441

HUTCHESON ROAD

FO

RD

HIL

L L

AN

E

SH

AD

Y L

AN

E

170

175180

S 4

0%

%d 2

8' 34" W

S 1

6%

%d 0

2' 41" W

S 4

3%

%d 3

8' 59" W

S 1

8%

%d 3

2' 59" W

50

S 4

7%

%d 3

3' 15" W

S 2

0%

%d 4

6' 53" W

40

60

VA

LE

RIE

WA

Y

SR 71/US 441 STA. 168+65.00 =


N 569629.6960

E 2629172.8456

SR 71/US 441 STA. 171+75.00 =


N 569539.6717

E 2629469.4517

SR 71/US 441 STA. 173+60.00 =


N 569477.4176

E 2629643.6502






DEVICES."







THIS PLAN.




AND TEMPORARY PAVEMENT BUILT IN PHASE 1.

THIS PLAN.

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

TEMPORARY PAVEMENT

SEE STEP 4

SEE STEP 4

SYMBOL

WORK ZONE

TRAFFIC FLOW





10'10'10'10'

10'10'10'10'

8" RSSWL

8" RSSWL

8" RSBWL8" RDSYL

ROAD

WORK

AHEAD

W20-1

36" X 36"

END

ROAD WORK

G20-2

36" X 18"

W20-1

36" X 36"

ROAD

WORK

AHEAD

END

ROAD WORK

G20-2

36" X 18"


SIGN (CONSTRUCTION)

w/ TYPE A

WARNING LIGHTS

ROAD

CLOSED

TYPE III BARRICADE ROAD CLOSURE

A AR11-2

48" X 30"

TEMPORARY BARRICADE (TYPE III)

W20-1

36" X 36"

ROAD

WORK

AHEAD

END

ROAD WORK

G20-2

36" X 18"

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oad

way

s\0

11

00

00

5\D

esig

n\0

46

.sh

t

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 182+

50 S

EE

SH

T. N

O. 46A

STA.168+00 TO STA.182+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 2

HPP/NH-71(16) 46

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

SR 71/US 441

SR 71/US 441

SIM

MO

NS

RO

AD

HU

TC

HE

SO

N R

OA

D

HUTCHESON ROAD

MU

RP

HY

RO

AD

HIL

LT

OP

VIE

W D

RIV

E

S 53%%d 55' 05" E

S 3

0%

%d 5

9' 26" W

S 4

6%

%d 0

4' 55" W

S 3

6%

%d 0

6' 04" W

1

8

5

190

195

S 4

2%

%d 3

6' 33" W

70

75

SR 71/US 441 STA. 189+84.81 =


N 568665.4120

E 2631043.8018



SEEDED & MULCHED





THIS PLAN.




AND TEMPORARY PAVEMENT BUILT IN PHASE 1.

ITEM

TEMPORARY PAVEMENT

SEE STEP 4

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

SIGN (CONSTRUCTION)





10'10'10'10'

8" RSSWL

8" RSBWL

8" RDSYL

G20-2

36" X 18"

END

ROAD WORKROAD

WORK

AHEAD

W20-1

36" X 36"

ROAD

WORK

AHEAD

W20-1

36" X 36"

END

ROAD WORK

G20-2

36" X 18"


TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oad

way

s\0

11

00

00

5\D

esig

n\0

46

A.s

ht

STATE OF TENNESSEE






N


CONST. 46A

STA.182+50 TO STA.195+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 2

HPP/NH-71(16)

MA

TC

H L

IN

E S

TA

. 182+

50 S

EE

SH

T. N

O. 46

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

W. M

AC

ON

LA

NE

S

R

7

1

/

U

S

4

4

1

SR 71/US 441SR 71/US 441

E. M

ACO

N L

AN

E

S 6

6%

%d 3

7' 08" W

S 6

8%

%d 2

1' 2

5"

W

S 6

4%

%d 0

4' 52" W

S 6

8%

%d 0

8' 4

8" W

10

15

20

S

7

0

%

%

d

5

4

'

3

0

"

E

1

5

0

155

SR 71/US 441 STA. 151+28.64 =

MACON LANE STA. 15+99.51

N 570136.4414

E 2627512.4675

BEGIN PROJ. NO. HPP/NH-71(16)

STA. 149+91.20 (R.O.W.)

WW

C-1

/EPH

-1

WW

C-3

/

EP

H-3

WWC-2/EPH-2

WW

C-1

/EPH

-1






DEVICES."









THIS PLAN.



SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

SIGN (CONSTRUCTION)

ROAD

WORK

1/2 MILE

1600'ROAD

WORK

1000 FT

ROAD

WORK

500 FT

500'

500'

END

ROAD WORK

500'

2600' 1600' ROAD

WORK

1000 FT

ROAD

WORK

1 MILE

ROAD

WORK

1/2 MILE

1

0

0

0

'

500'

END

ROAD WORK

END

ROAD WORK

500'

500'

ROAD

WORK

1/2 MILE

1600' ROAD

WORK

1000 FT

ROAD

WORK

500 FT

500'





W20-1

36" X 36"

W20-1

36" X 36"

W20-1

36" X 36"

G20-2

36" X 18"

W20-1

48" X 48"

W20-1

48" X 48"

W20-1

48" X 48"

G20-2

48" X 24"

G20-2

36" X 18"

W20-1

36" X 36"

W20-1

36" X 36"

W20-1

36" X 36"

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\047.s

ht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 156+

50 S

EE

SH

T. N

O. 47A

BEGIN TO STA.156+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 3

HPP/NH-71(16) 47

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

S 16%%d 02' 41" WS

35%

%d 5

2' 28" W

30SR 71/US 441 SR 71/US 441SR 71/US 441

S

R

7

1

/

U

S

4

4

1

CH

AP

MA

N V

IEW

DR

IVE

S 6

6%

%d 3

7' 0

8"

W

10

S 73%%d 57' 19" E

155160 1651

7

0

S 4

0%

%d 2

8' 34" WS 16%%d 02' 41" W 4

0

VA

LE

RIE

WA

Y

SR 71/US 441 STA. 162+99.97 =

CHAPMAN VIEW DRIVE STA. 30+00.00

N 569785.8628

E 2628629.8233

SR 71/US 441 STA. 168+65.00 =


N 569629.6960

E 2629172.8456

WW

C-1

/EPH

-1

WW

C-3

/

EP

H-3

WW

C-4

/

EPH

-4

WW

C-2/E

PH

-2

WWC-2/EPH-2





THIS PLAN.

THIS PLAN.

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

ITEM

500'

500'










G20-2

36" X 18"

END

ROAD WORK

G20-2

36" X 18"

W20-1

36" X 36"

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

W20-1

36" X 36"

END

ROAD WORK

G20-2

36" X 18"

SIGN (CONSTRUCTION)

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\047A

.sht

STATE OF TENNESSEE






N


CONST.

MATCH LINE STA. 169+50 SEE SHT. NO. 47B

47A

STA.156+50 TO STA.169+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 3

HPP/NH-71(16)

MATCH LINE STA. 156+50 SEE SHT. NO. 47

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

SR 71/US 441

SR 71/US 441

SR 71/US 441

HUTCHESON ROAD

FO

RD

HIL

L L

AN

E

SH

AD

Y L

AN

E

170

175180

S 4

0%

%d 2

8' 34" W

S 1

6%

%d 0

2' 41" W

S 4

3%

%d 3

8' 59" W

S 1

8%

%d 3

2' 59" W

50

S 4

7%

%d 3

3' 15" W

S 2

0%

%d 4

6' 53" W

40

60

VA

LE

RIE

WA

Y

SR 71/US 441 STA. 171+75.00 =


N 569539.6717

E 2629469.4517

SR 71/US 441 STA. 173+60.00 =


N 569477.4176

E 2629643.6502





THIS PLAN.

AS DIRECTED BY THE ENGINEER. THIS PLAN.

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW











G20-2

36" X 18"

ROAD

WORK

AHEAD

W20-1

36" X 36"

END

ROAD WORK

G20-2

36" X 18"

W20-1

36" X 36"

ROAD

WORK

AHEAD

END

ROAD WORK

G20-2

36" X 18"

SIGN (CONSTRUCTION)

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\047B

.sht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 169+

50 S

EE

SH

T. N

O. 4

7A

MA

TC

H L

IN

E S

TA

. 182+

50 S

EE

SH

T. N

O. 47C

47B

STA.169+50 TO STA.182+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 3

HPP/NH-71(16)

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

SR 71/US 441

SR 71/US 441

SIM

MO

NS

RO

AD

HU

TC

HE

SO

N R

OA

D

HUTCHESON ROAD

MU

RP

HY

RO

AD

HIL

LT

OP

VIE

W D

RIV

E

S 53%%d 55' 05" E

S 3

0%

%d 5

9' 26" W

S 4

6%

%d 0

4' 55" W

S 3

6%

%d 0

6' 04" W

1

8

5

190

195

S 4

2%

%d 3

6' 33" W

70

75

SR 71/US 441 STA. 189+84.81 =


N 568665.4120

E 2631043.8018



SEEDED & MULCHED





THIS PLAN.

ITEM







SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

SIGN (CONSTRUCTION)



END

ROAD WORK

G20-2

36" X 18"

ROAD

WORK

AHEAD

W20-1

36" X 36"

W20-1

36" X 36"

ROAD

WORK

AHEAD

END

ROAD WORK

G20-2

36" X 18"

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\047C

.sht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 182+

50 S

EE

SH

T. N

O. 47B

MA

TC

H L

IN

E S

TA

. 195+

50 S

EE

SH

T. N

O. 47D

47C

STA.182+50 TO STA.195+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 3

HPP/NH-71(16)

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

S 53%%d 55' 05" ESR 71/US 441 SR 71/US 441 SR 71/US 441

195 200 205 210

ST

R-1





THIS PLAN.

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW

SYMBOL

WORK ZONE

TRAFFIC FLOW









TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oad

way

s\0

11

00

00

5\D

esig

n\0

47

D.s

ht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 195+

50 S

EE

SH

T. N

O. 47C

MA

TC

H L

IN

E S

TA

. 2

08

+5

0 S

EE

SH

T.

NO

. 4

7E

47D

STA.195+50 TO STA.208+50

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 3

HPP/NH-71(16)

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

N 6

6%

%d 1

2' 32" E

N 7

1%

%d 2

6' 19" E

100

90

SR 71/US 441 SR 71/US 441SR 71/US 441

SR

338

SR

35/U

S 4

11

S 53%%d 55' 05" E

210

END PROJ. NO. HPP/NH-71(16)

STA. 210+55.00 (R.O.W.)





THIS PLAN.

SYMBOL


ITEM

WORK ZONE

TRAFFIC FLOW









500'

END

ROAD WORK

G20-2

48" X 24"

ROAD

WORK

1/2 MILE

1600'ROAD

WORK

1000 FT

ROAD

WORK

500 FT

500'

W20-1

48" X 48"

W20-1

48" X 48"

W20-1

48" X 48"

500'

SIGN (CONSTRUCTION)

TE

NN

ES

SE

E D

.O.T

.

DE

SIG

N D

IV

IS

IO

N

FIL

E N

O.


NO.

26

-JA

N-2

01

7 1

4:4

1

2017

Y:\R

oadw

ays\01100005\D

esign\047E

.sht

STATE OF TENNESSEE






N


CONST.

MA

TC

H L

IN

E S

TA

. 2

08

+5

0 S

EE

SH

T.

NO

. 4

7D

47E

STA.208+50 TO END

SCALE: 1"=50'

TRAFFIC

CONTROL PLAN

PHASE 3

HPP/NH-71(16)

SEALED BY

FIELD

REVIEW

CONSTRUCTABILITY

Documents

PROPOSED CONSTRUCTION SEQUENCE