DEPARTMENT OF TRANSPORTATION BUREAU OF ENGINEERING …

N

JOHN SCHROER,

PAUL D. DEGGES,

5/27/2016 2:2

8:0

2 P

M

DIVISION ADMINISTRATOR DATE

COMMISSIONER

APPROVED:

APPROVED:

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

CONTAINED THEREIN ARE OBVIOUSLY UNBALANCED, EITHER EXCESSIVE OR BELOW

THE REASONABLE COST ANALYSIS VALUE.

THIS PROJECT TO BE CONSTRUCTED UNDER THE STANDARD SPECIFICATIONS OF THE

SPECIFICATIONS AND SPECIAL PROVISIONS CONTAINED IN THE PLANS AND IN

THE PROPOSAL CONTRACT.

DESIGNER

P.E. NO.

CHECKED BY

SPECIAL NOTES

STATE OF TENNESSEE

DEPARTMENT OF TRANSPORTATION

STATE HIGHWAY NO. F.A.H.S. NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

MAURY COUNTY

YEAR SHEET NO.

FED. AID PROJ. NO.

STATE PROJ. NO.

TENN.

TECHNICAL STUDY

APPROVED:

DATE:

SCALE: 1"= 1 MILE

Index Of Sheets2016 1

TDOT ROAD SP. SV. 2

X:\

EC

D-SIA

Projects\

Re

gio

n

3\

Maury\

Project

Triple

Cro

wn\

Project

Files\

Microstatio

n\

Title.d

gn

STP-396(4)

60100-1209-04

BUREAU OF ENGINEERING

SHELBY FAYETTE

TIPTON

HAYWOOD

LAUDERDALE CROCKETT

LA

KE

DYER

OBION

WEAKLEY

GIBSON

CARROLL

MADISON

McNAIRY

HARDE

MAN

CHESTER

HE

NDERS

ON

HARDIN WAYNE

DE

CA

TU

RB

EN

TO

N

HENRY

STEWART

HOUSTON

PERRY

LEWIS

DICKSON

LA

WRE

NCE

HUMPHREYS

HICKMAN

MONTGO

MERY

CH

EA

TH

AM

ROBERTSON

SUMNER

MACON

DAVIDSONWILSON

WILLIAMSON

MAURY

RUTHERFORD

MA

RS

HA

LL

GILES

LINCOLN FRANKLIN

BEDFORD COFFEE

GRUNDY

MARION

SE

QU

AT

CHIE

MO

OR

E

CA

NN

ON

WARREN

DEKALB

WHITE

PUTNAM

VA

NB

URE

N

TROUSDALE

CLAY

JACKSONOVERTON

PICKETT

FENTRESS

CUMBERLAND

BLE

DS

OE

RHE

A

SCOTT

MORGAN

ROANE

CLAIBORNE

CA

MP

BELL

ANDERSON

MEI

GS

M MINN C

HA

MI

LT

ON

BR

AD

LE

Y

POLK

MONROE

BLOUNT

KNOX

LOUDON

UNION

HANCOCK

GRAINGER

HAWKINS

HAMBLEN

JEFFERSON

SEVIER

COCKE

GREENE

SULLIVAN

CARTER

JO

HNS

ON

WASHINGTON

UNICOISMITH

CHIEF ENGINEER

PIN NO.

DESIGNED BY

TDOT DESIGN MANAGER 1

TDOT C.E. MANAGER 1 OR

SEALED BY

TENNESSEE DEPARTMENT OF TRANSPORTATION DATED MARCH 1, 2006 AND ADDITIONAL

MAURY COUNTY

EXTEND SR-396 TO SR-247SATURN PARKWAY EXTENSION

PROJECT LOCATION

247

246

246

6

396

LAURA

LAKE

Jameson

BIG OAK LAKE

Kedron

65

246

247

6

3I

247

Carters

Cr.

Cr.

Carters

Little

Br.

Walden

Br.

ThomasBr.

Br.

Terrell

FAIR

VIE

W

RD.

ROBINSONLES

RD.PERCY

PRIEST

RD.

B.

DODSONRD.

DR.

RO

BE

RT

SO

NR

D.

CA

RT

ERS

CR

EE

KR

D.

GR

AVEL

HIL

L

RD.

SELLERS

RD.H

AR

DIS

ON

RD.

OAKWAY

CIR.

OAK

BRANCH

DR.

OAK

LEAF

DR.

KE

NSIN

GT

ON

PL.

OLD

CARTERS

CREEK

PK.

RD.

CLEB

URNE

RD.

PETT

Y

LN.BUT

LER

RD.

Creek

CA

RT

ERS

CR

EE

KR

D.

RD.

.

SU

GA

RRID

GE

RD.

RO

YA

L

RD.

PO

RT

LOVELL

LN.

JIM

WARRENRD.

JIM

DERRYBERRYLN.

CRAFTONRD.

KEDR

ON

OLLIE

JO

E

PEAY

CHAMBERS

LN.

JOE

PEAY

CEM. RD.

JOHN LUNN RD.

DE

RR

YB

ER

RY

RD.LU

NNT

OMDENNING

LN.

BR

OW

NR

D.

JACKSON

RD.

GREE

NS

MILL

RD.

RD.

LA

KE

OA

K

BIG

RD.

CH

APP

EL

L

LES

RD.DOUBLE

BRANCHR

D.

JO

HNSO

N

RD.

CE

NTER

MA

THIS

RD.

RAGENRD.

CA

MM

USE

RD. BE

AR

DE

NR

D.

LASEA

RD.

N.

LAS

EA

RD.

LEE

RD.

Gle

nn

Rutherford

Cr.

Aenon

Cr.

Grass

yBr.

Carters

Coleman Br.Br.

Br.

Double Br.

N.

Prong

S.

Prong

Harvey

Br.

Willard

Crooked

Cr.

Johnson

Br.

LANTON

SCHOOL HOUSE

RD.

396

6

Carters

Ruthe

rford

Cr.

SPRING HILL

TO

NAS

HVIL

LE

TO FR

AN

KLIN

0.4

1.5

4.5

0.3

0.9

1.4

4.5

6.8

5.9

6.2

PIN

Bassham

CSXT

HUNTER

LAKE

POP. 4,358 (EST.)

RD.

LN.

MAHLON

MOORE

Mc

Meen

WRIGHT

Mc Cutc

heon

Cr.

Grassy

Br.

W.F

ork

Aenon

Cr.

Murfress

Fk.

Cayce

Br.

Burwood

Aenon

Cr.

Little

Carte

rs

4.3

8.9

6.0

.

.

STATION

SPRING HILL

THOMPSON'S

POP. 940

COUNTY

TO

CO

LU

MBIA

INDEX TO STATEWIDE PLANIMETRIC MAPS

FOR WILLIAMSON COUNTY

290NE 29INW

Cr.

TWIN

LAKE

THOMPSON'S STA.

PR

AT

T

BIR

CH

LN.

DUPLEX

RD.

CL

AR

KR

D.

LN.

CA

RT

ERS

BOS

TO

N

RD.

W.

CO

LU

MBIA

PIKE

BUCKNERRD.

BU

CK

NE

R

LN.

HU

RT

RD.

TWINLAKES

LN.

WILKES LN.

EVERGREEN RD.

DR. R

OBIN

SO

N

RD.

SUGAR RIDGERD.

LAVENDERRD.

CAYCE

SPRINGSRD.

BARKER RD.

DODD

LN.

SPARKMANRD.

POP

E'S

CH

AP

EL

RD.

(EST.)

POP. 4,357 (EST.)

TO

BIR

MIN

GH

AM,

AL

A.

65

396

247

246

6

31

EXISTING GROUND

EXISTING GROUND

{

12’ 12’ 12’

0.02 F/F 0.02 F/F

0.02 F/F 0.02 F/F

(BASED ON STD. DWG. RD01-TS-7A)FINISHED GRADE

0.02 F/F 0.02 F/F

0.02 F/F 0.02 F/F

SECTION B-B

SECTION A-A

2’

0.02 F/F0.02 F/F

2’

TRAFFIC LANE TRAFFIC LANE TRAFFIC LANE

F.G. EL.

(TYP.)

TYPE 6-30

RP-NMC-10

(TYP.)

TYPE 6-30

RP-NMC-10

3:1 SLOPE

3:1 SLOPE

FINISHED GRADE

{

EXISTING GROUND

EXISTING GROUND

0.04 F/F 0.04 F/F0.02 F/F 0.02 F/F

0.02 F/F 0.02 F/F

(BASED ON STD. DWG. RD01-TS-1)

4’ 4’

SECTION C-C

9.5’ 9.5’

12’ 12’

A

A

A

A

A SEE STD. DWG. RD01-S-11 FOR ROUNDING.

C SEE STD. DWG. RD01-S-11A FOR DITCH ROUNDING.

FOOTNOTES

B

C

G.R. AS REQUIRED

B

REGARDING GEOLOGICAL RECOMMENDATIONS.

DESIRABLE CUT AND FILL SLOPES AND NOTES

B SEE STD. DWG. RD01-S-11 AND RDO1-S-11B FOR

SLOPE

(VARIES)

ESMT. (VARIES)

EXIST. / PROP. R.O.W.

D PROP. R.O.W. VARIES

3:1

SLOPE

MAX.

3:1 SLOPEMAX.

SLOPE

(VARIES)

ESMT.

RIGHT-OF-WAY LIMITS.

D SEE REFERENCED STD. DWG. FOR DESIRABLE

CONST. CONST.

(10’ MIN)

ESMT.

(10’ MIN)

ESMT.

{

70’

FINISHED GRADE

0.02 F/F 0.02 F/F

0.02 F/F 0.02 F/F

SECTION D-D

{

51’

12’ 12’

LANE LANE

12’

SHLD.

12’

SHLD.PARAPET

1.5’

PARAPET

1.5’

{

12’

LANE

12’

LANE

12’

LANEPARAPET

1.5’

SHLD.SHLD.PARAPET

1.5’ 15.5’ 15.5’

BRIDGE TO ACCOMMODATE FUTURE 5-LANE SECTION

(5-11’ LANES WITH 6’ SHOULDERS)

TE

NN

ES

SE

E

D.

O.

T.

S

NA

P

PT

FI

LE

NO.

S

NA

P

PT

TYPE YEARFIGURE

NO.

6/2/2016 3:0

6:16

PM

N:\

SU

RV

EY\

DE

SIG

N\

PIN 12

3399.0

0

Maury

Co.

SR-396

Saturn

Pk

wy

Exte

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Co

nce

ptualPla

ns\

Ty

pic

al Sectio

ns -

A-

A -

D-

D.d

gn

STATE OF TENNESSEE


COUNTY

S.

T.I.

D.

S.T.I.D.

TS

TECHNICAL STUDY

2016 MAURY

MAURY COUNTY

PIN 123399.00

SATURN PARKWAY EXTENSION

EXTENSION

PARKWAY

SATURN

FIGURE 4

4

PROJECT 3 (PIN 123399.00)

TANGENT SECTION


TANGENT BRIDGE SECTION


TANGENT SECTION


TANGENT BRIDGE SECTION

EXISTING GROUND

EXISTING GROUND

STAB.

GRADE

FINISHED

6:1

SLOPE 6:1 SLOPE

STAB.

27’ 6’

6’4’

33’

8’16’

0.02 F/F

0.02 F/F0.01 F/F

0.04

F/F

0.04

F/F


EXISTING GROUND

6:1

SLOPE

GRADE

FINISHED

EXISTING GROUND

6:1 SLOPE

STAB. STAB.

24’27’ 12’6’

4’ 10’

33’

0.04 F/F0.02 F/F

0.02 F/F

0.04

F/F



FOOTNOTES





A

A

A

A

B

B

B

B

C

C

G.R. AS REQUIRED

G.R. AS REQUIRED



SECTION F-F

SECTION G-G



SECTION E-E

{

EXISTING GROUND

EXISTING GROUND

6:1

SLOPE6:1 SLOPE

FINISHED GRADE

0.04 F/F 0.04 F/F

0.02 F/F 0.02 F/F

0.02 F/F 0.02 F/F


12’ 12’ 12’ 12’

10’ STAB. 10’ STAB.

A

B

C

G.R. AS REQUIRED

B

A


TYPE YEARFIGURE

NO.COUNTY

TS 2016 MAURY 5

6/2/2016 3:0

8:0

8 P

M

N:\

SU

RV

EY\

DE

SIG

N\

PIN 12

3399.0

0

Maury

Co.

SR-396

Saturn

Pk

wy

Exte

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Co

nce

ptualPla

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Ty

pic

al Sectio

ns -

E-

E -

G-

G.d

gn

TE

NN

ES

SE

E

D.

O.

T.

S.

T.I.

D.

FI

LE

NO.

TECHNICAL STUDY

MAURY COUNTY

PIN 123399.00


EXTENSION

PARKWAY

SATURN

FIGURE 5


S.T.I.D.

STATE OF TENNESSEE

SN

AP

PT

S

NA

P

PT


TANGENT SECTION


TANGENT SECTION


TANGENT SECTION

{

EXISTING GROUND

EXISTING GROUND

STAB.

STAB.FINISHED

GRADE

24’ 24’

6’

6’

4’

4’

0.04 F/F 0.04 F/F

0.02 F/F 0.02 F/F

0.02 F/F 0.02 F/F

{

EXISTING GROUND

EXISTING GROUND

FINISHED

GRADE

12’ 12’ 12’

0.04 F/F0.04 F/F0.02 F/F

0.02 F/F

0.02 F/F

0.02 F/F


4’ 4’

4:1 SLOPE4:

1 SLOPE



FOOTNOTES





A

A

A

A

B

B

B B

C

C

G.R. AS REQUIRED

G.R. AS REQUIRED

PROP. R.O.W. VARIESD

3:1

SLOPE

MAX.

3:1 SLOPE MAX.


SECTION H-H

SECTION I-I



TYPE YEARFIGURE

NO.COUNTY

TS 2016 MAURY 6

6/2/2016 3:0

9:5

2 P

M

N:\

SU

RV

EY\

DE

SIG

N\

PIN 12

3399.0

0

Maury

Co.

SR-396

Saturn

Pk

wy

Exte

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Co

nce

ptualPla

ns\

Ty

pic

al Sectio

ns -

H-

H - I-I.dgn

TE

NN

ES

SE

E

D.

O.

T.

S.

T.I.

D.

FI

LE

NO.

TECHNICAL STUDY

MAURY COUNTY

PIN 123399.00


EXTENSION

PARKWAY

SATURN

FIGURE 6


S.T.I.D.

STATE OF TENNESSEE

SN

AP

PT

S

NA

P

PT


TANGENT SECTION


TANGENT SECTION

TE

NN

ES

SE

E

D.

O.

T.

S

NA

P

PT

FI

LE

NO.

S

NA

P

PT

TYPE YEARFIGURE

NO.

6/2/2016 3:0

1:56

PM

N:\

SU

RV

EY\

DE

SIG

N\

PIN 12

3399.0

0

Maury

Co.

SR-396

Saturn

Pk

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ectio

ns\

Project 1 (PIN 117319.0

1).d

gn

STATE OF TENNESSEE


COUNTY

S.

T.I.

D.

S.T.I.D.

TS

TECHNICAL STUDY

2016 MAURY 7

"A" TRANSITION

"A"

"B"

"B"

TRANSITION0

"C"

"C"

TRANSITION

DIMENSION STATION STATION REMARKS(FT)

WIDTH

(FT)

WIDTH

"D"

"D"

"D"

{

FINISHED

GRADE

0.02 F/F 0.02 F/F

VARIES

"A"

VARIES VARIES

"C""B"

0 TO 12’ SHLD.

0.04 F/F

EXISTING GROUND

2’

0.02 F/F

9.5’

EXISTING GROUND

4:1 SLOPE

8’VARIES

0’ TO 12’

6’

"D"

TABLE OF DIMENSIONS S.R. 247 (BEECHCROFT RD.)

10.30 12+25.00 12.00 16+35.00

12.00 16+35.00 12.00 17+64.00

12+25.00 12.00 16+35.00

12.00 16+35.00 12.00 17+64.00

10.50 12+25.00 12.00 12+65.00

12.00 12+65.00 12.00 17+64.00

0 12+25.00 0 12+65.00

0 12+65.00 12.00 16+35.00 TRANSITION

12.00 16+35.00 12.00 17+64.00

10.3’ TO 12’ 10.5’ TO 12’


S.R. 247 (BEECHCROFT RD.)

STA. 12+25.00 TO STA. 17+64.00

{

FINISHED

GRADE

0.02 F/F 0.02 F/F

0.02 F/F 0.02 F/F

EXISTING GROUND

2’

0.02 F/F

9.5’

EXISTING GROUND

2’

0.02 F/F

9.5’12’ 12’ 12’

STA. 18+45.00 TO STA. 21+55.00


(BASED ON STD. DWG. RD01-TS-6A)

MAURY COUNTY

PIN 117319.01

SR-247 (BEECHCROFT ROAD)


TANGENT SECTION


TANGENT SECTION

B

C

B

(TYP.)

TYPE 6-30

RP-NMC-10

(TYP.)

TYPE 6-30

RP-NMC-10

(TYP.)

TYPE 6-30

RP-NMC-10

A

AA

A



FOOTNOTES






D

D

(10’ MIN)

ESMT.

CONST.

(VARIES)

ESMT.

SLOPE

(10’ MIN)

ESMT.

CONST.

(VARIES)

ESMT.

SLOPE

(VARIES)

ESMT.

SLOPE

(10’ MIN)

ESMT.

CONST.

(10’ MIN)

ESMT.

CONST.

(VARIES)

ESMT.

SLOPE

3:1 SLOPE

3:1 SLOPE

3:1 SLOPE

PROP. R.0.W. (VARIES)

PROP. R.O.W. (VARIES)

SR-247

FIGURE 7

TE

NN

ES

SE

E

D.

O.

T.

S

NA

P

PT

FI

LE

NO.

S

NA

P

PT

TYPE YEARFIGURE

NO.

6/2/2016 3:0

2:2

1 P

M

N:\

SU

RV

EY\

DE

SIG

N\

PIN 12

3399.0

0

Maury

Co.

SR-396

Saturn

Pk

wy

Exte

nsio

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Ty

pic

alS

ectio

ns\

Project 1 (PIN 117319.0

1).d

gn

STATE OF TENNESSEE


COUNTY

S.

T.I.

D.

S.T.I.D.

TS

TECHNICAL STUDY

2016 MAURY 8

{

EXISTING GROUND

EXISTING GROUND

4:1

SLOPE4:1SLOPE

FINISHED

GRADE

0.02 F/F 0.02 F/F

SHLD. SHLD.

0.04 F/F0.04 F/F

FINISHED

GRADE

0.02 F/F 0.02 F/F

EXISTING GROUND

2’

0.02 F/F

9.5’

EXISTING GROUND

2’

0.02 F/F

9.5’

4’4’

12’ 12’ 12’

12’12’ 0’ TO 12’



STA. 20+00.00 TO STA. 24+25.00


CLEBURNE ROAD

6’

STA. 21+55.00 TO STA. 23+00.00

STA. 17+64.00 TO STA. 18+45.00

SOD

{

**

* SLOPES VARIES (SEE CROSS SECTIONS)

"A"

EXISTING GROUND


TANGENT SECTION


TANGENT SECTION

B A

B

C

AA

MAURY COUNTY

PIN 117319.01




FOOTNOTES






A

(10’ MIN)

ESMT.

CONST.

(VARIES)

ESMT.

SLOPE

(VARIES)

ESMT.

SLOPE

(10’ MIN)

ESMT.

CONST.

(10’ MIN)

ESMT.

CONST.

(VARIES)

ESMT.

SLOPE

(VARIES)

ESMT.

SLOPE

(10’ MIN)

ESMT.

CONST.D


PROP. R.O.W. VARIES

(TYP.)

TYPE 6-30

RP-NMC-10

(TYP.)

TYPE 6-30

RP-NMC-10

3:1 SLOPE

3:1 SLOPE

SR-247

FIGURE 8

SOD DITCH

TYPICAL GEOMEMBRANE LINED

BEECHCROFT

ROAD NAME

11+50.00

FROM STA.

12+50.00

TO STA.

RT

LT/RT

STASTA

TE

NN

ES

SE

E

D.

O.

T.

S

NA

P

PT

FI

LE

NO.

S

NA

P

PT

TYPE YEARFIGURE

NO.

6/2/2016 3:0

3:0

6

PM

N:\

SU

RV

EY\

DE

SIG

N\

PIN 12

3399.0

0

Maury

Co.

SR-396

Saturn

Pk

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Exte

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Ty

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alS

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Project 2 (PIN 12

1394.0

0).dgn

STATE OF TENNESSEE


COUNTY

S.

T.I.

D.

S.T.I.D.

TS

TECHNICAL STUDY

2016 MAURY 9

MAURY COUNTY

PIN 121394.00



EXISTING GROUND

2’

{ S.R. 247 (BEECHCROFT RD.)

2’

3:1 SLOPE

0.02 F/F

0.02 F/F 0.02 F/F0.02 F/F 0.02 F/F

9.5’

EXISTING RIGHT-OF-WAY (VARIES)

3:1 SLOPE

0.02 F/F

**

(TYP.)

TYPE 6-30

RP-NMC-10(TYP.)

TYPE 6-30

RP-NMC-10

EXISTING GROUND

0.02 F/F

0.02 F/F

**

EXISTING GROUND

2’

3:1 SLOPE


EXISTING LANES

20’ 14’ 9.5’

(TYP.)

TYPE 6-30

RP-NMC-10

MATCH EXIST.

SITE 2

(BEECHCROFT RD.)

{ S.R. 247

EXISTING GROUND

EXISTING GROUND

2’

{ S.R. 247 (BEECHCROFT RD.)

2’

3:1 SLOPE

0.02 F/F

0.02 F/F 0.02 F/F0.02 F/F 0.02 F/F

9.5’9.5’


3:1 SLOPE

0.02 F/F(TYP.)

TYPE 6-30

RP-NMC-10

(10’ MIN)

ESMT.

CONST.

(VARIES)

ESMT.

SLOPE

(VARIES)

ESMT.

SLOPE

(10’ MIN)

ESMT.

CONST.

A

A

12’ 12’ 12’9.5’

A

A

A(VARIES)

ESMT.

SLOPE

(10’ MIN)

ESMT.

CONST.

(10’ MIN)

ESMT.

CONST.

(VARIES)

ESMT.

SLOPE

(10’ MIN)

ESMT.

CONST.

(VARIES)

ESMT.

SLOPE

12’ 12’ 12’

GRADE

FINISHED

FOOTNOTES

AND RESURFACED.

PLANED A DEPTH OF 1.5 INCHES (+/-)

** EXISTING PAVEMENT TO BE COLD

(TYP.)

TYPE 6-30

RP-NMC-10





TANGENT SECTION


STA. 45+00.00 TO STA. 50+50.00

STA. 29+08.00 TO STA. 38+80.00

STA. 23+00.00 TO STA. 26+50.00


TANGENT SECTION


STA. 38+80.00 TO STA. 45+00.00

STA. 26+50.00 TO STA. 29+08.00


TANGENT SECTION

RIGHT TURN LANE

STA. 102+00.00 TO STA. 107+31.27

SR-247

FIGURE 9

DEPARTMENT OF TRANSPORTATION BUREAU OF ENGINEERING …

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