RUTHERFORD COUNTY - tdot.tn.gov may be rejected by the commissioner if any of the unit prices...

N

JOHN SCHROER,

PAUL D. DEGGES,

NO EXCLUSIONS

NO EQUATIONS

PROJECT LENGTH 0.217 MILES

STATION 531+50.00

STATION 520+00.00

4

PROJECT LOCATION

STATE ROUTE 96

75009-3236-94

75009-3236-94

INTERSECTION WITH MARKET PLACE

IN MURFREESBORO

CONSTRUCTION

NO RIGHT-OF-WAY REQUIRED

NO RIGHT OF WAY REQUIRED

06-

AU

G-2014 16:0

1

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. 96 F.A.H.S. NO. NA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

RUTHERFORD COUNTY

YEAR SHEET NO.

FED. AID PROJ. NO.

STATE PROJ. NO.

TENN.

BILLY BINION

SCOTT JOHNSON DARRELL GRAY

75009-1236-94

APPROVED:

DATE:

SCALE: 1"= 1000 FEET

Index Of Sheets2014 1

TDOT ROAD SP. SV. 2

\\JJ03

WF01.tdot.state.t

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AR\001-

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nstructio

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SEE SHEET 1A PHSIP/NH-SIP-96(36)

75009-3236-94

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. 118436.00

SEALED BY

TENNESSEE DEPARTMENT OF TRANSPORTATION DATED MARCH 1, 2006 AND ADDITIONAL

BEGIN PROJECT PHSIP/NH-SIP-96(36) (CONST.)

END PROJECT PHSIP/NH-SIP-96(36) (CONST.)

TRAFFIC DATA

ADT (2014) 35010

ADT (2034) 42850

DHV (2034) 4279

D 50 - 50

T (ADT) 2 %

T (DHV) 1 %

V 40 MPH

SURVEY DATE: 6-27-13

UNOFFICIALSET

BIDDING

NOT FOR

MOLLOY

MO

LL

OY

LN.

STONES

RIV

ER

WEST

ARMORY

OLD FORT

GOLF COURSE

0.31

0.6

5

ROCK

BLV

D.

WAYWOOD

CT.

SHADY

GROVE

CT.

DR.

SH

AD

Y

TID

ES

RID

GE

CT.

RIDGE

CV.

TIDES-

CASON CT.

GR

OV

E

BILTMORE

CIR.

RIVERROCKCROSSING

CH

AS

E

RIV

ER

DR.

RIV

ERED

GE

CT.

CT.

CT.

PE

NN

CLUB

PR

ES

TIG

E

DR.

OA

KW

OO

DCIR.

CLUB

DR.

RIV

ER

RO

CK

BL

VD.

RACQUET

RACQUET

BL

VD.RIC

EJ

OH

N

MOLLOY

MO

LL

OY

LN.

STONES

RIV

ER

WEST

ARMORY

OLD FORT

GOLF COURSE

0.31

0.6

5

ROCK

BLV

D.

WAYWOOD

CT.

SHADY

GROVE

CT.

DR.

SH

AD

Y

TID

ES

RID

GE

CT.

RIDGE

CV.

TIDES-

CASON CT.

GR

OV

E

BILTMORE

CIR.

RIVERROCKCROSSING

CH

AS

E

RIV

ER

DR.

RIV

ERED

GE

CT.

CT.

CT.

PE

NN

CLUB

PR

ES

TIG

E

DR.

OA

KW

OO

DCIR.

CLUB

DR.

RIV

ER

RO

CK

BL

VD.

RACQUET

RACQUET

BL

VD.RIC

EJ

OH

N

MOLLOY

MO

LL

OY

LN.

STONES

RIV

ER

WEST

ARMORY

OLD FORT

GOLF COURSE

0.31

0.6

5

ROCK

BLV

D.

WAYWOOD

CT.

SHADY

GROVE

CT.

DR.

SH

AD

Y

TID

ES

RID

GE

CT.

RIDGE

CV.

TIDES-

CASON CT.

GR

OV

E

BILTMORE

CIR.

RIVERROCKCROSSING

CH

AS

E

RIV

ER

DR.

RIV

ERED

GE

CT.

CT.

CT.

PE

NN

CLUB

PR

ES

TIG

E

DR.

OA

KW

OO

DCIR.

CLUB

DR.

RIV

ER

RO

CK

BL

VD.

RACQUET

RACQUET

BL

VD.RIC

EJ

OH

N

TH

OM

PS

ON

LN.

STONES RIVERM

ALL

BL

VD.

SAM

WALTON

BLVD.

WO

OD

WA

RD

DR.P

ARK

WAY

OLDFORT

W.

BRIDGE

AVE.

MURFREESBORO

CENTER AT

96

PARKWAY

FORT

SALEM

24

PL.

OLD FORT

OLD FORT

MA

RK

ET

PL.

OLD

PARKWAY

FORT

BURGESS

ST.

STONEHEDGE

DR.

ST

ON

E-

TRACE

DR.

GOLF

STONES

RIV

ER

RIV

ER

ST

ON

ES

PL.

CH

AFFIN

PL.

LN.

CA

SO

N

DR.

FORK

RIVER

TENNESSEE TECHNOLOGY

N.

SP

AU

LDIN

GCIR.

CIR.

SPAULDING

BLVD.

WA

RR

E

NTUNE

ST. AVE.

SE

AR

CY

SE

AR

CY

ST.

W.

LOKEY

POP. 59,506 (2000 EST.)

MURFREESBORO

OLD

FORT

1.61

TYPE YEAR PROJECT NO.SHEET

NO.

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AR\001A.s

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STATE OF TENNESSEE


PHSIP/NH-SIP-96(36) 1A 2014 CONST.

SEALED BY

DRAWINGS

STANDARD

AND

INDEX

UNOFFICIALSET

BIDDING

NOT FOR


NO.

06-

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&

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AR\002.s

ht

STATE OF TENNESSEE


PHSIP/NH-SIP-96(36) 2 2014 CONST.

SEALED BY

QUANTITIES

AND TABULATED

QUANTITIES

ROADWAY

ESTIMATED

UNOFFICIALSET

BIDDING

NOT FOR


NO.

06-

AU

G-2014 16:0

1

\\JJ03

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AR\002

A.s

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STATE OF TENNESSEE


NH-SIP-96(36) 2 2014 R.O.W.


SEALED BY

24’

FINISHED

GRADE

36’

(3 @ 12’)

12’19’

TURN LNVARIES EXISTING (2 @ 12’)

4’

0.5’

EXISTING BASE

AND PAVEMENT

(3 @ 12’)

36’13’12’

TURN LN

4’

0.5’24’

EXISTING (2 @ 12’)

EXISTING BASE

AND PAVEMENT

FINISHED

GRADE

CONC.

MED.

CONC.

MED.

STA. 520+00.00 TO STA. 524+50.00

STA. 525+90.36 TO STA. 531+50.00

EXISTING BASE

AND PAVEMENT

EXISTING BASE

AND PAVEMENT

{

{

SCHEDULE

PAVEMENT

AND

SECTIONS

TYPICAL

SHLD.SHLD.

SHLD.

0’-10’

10’ 10’

10’

SHLD.

*

TURN LANE WORK

* SPECIAL DETAIL

EXISTING BASE

AND PAVEMENT

0’-12’

VARIES

0’-10’

VARIES

SHLD.

STA. 520+20.00 TO STA. 523+00.00

RT. TURN LN

1 2 3 4 566A

7

COLD PLANE 1.25" COLD PLANE 1.25"

2 3 4 56 6A1

7

COLD PLANE 1.25" COLD PLANE 1.25"

2 3 4 561 6A

7

EXI

ST.

EXI

ST.

EXIST.

EXIST.

EXIST.

PROPOSED PAVEMENT SCHEDULE

1 SURFACE @ 1.25" THICK (APPROX. 132.5 LBS/SY)

411-02.10 ACS MIX (PG70-22) GRADING D

5 PRIME COAT

402-02 AGGREGATE FOR COVER MATERIAL (PC)

402-01 BITUMINUS MATERIAL FOR PRIME COAT (PC)

2 BINDER @ 2.00" THICK (APPROX. 226 LBS/SY)

307-02.08 ASPHALT CONCRETE MIX (PG70-22) (BPMB-HM) GRADING B-M2

3 BLACK BASE @ 4.00" THICK (APPROX. 450 LBS/SY)

307-02.01 ASPHALT CONCRETE MIX (PG70-22) (BPMB-HM) GRADING A

4 MINERAL AGGREGATE @ 10.00" THICK

303-01 MINERAL AGGREGATE, TYPE "A" BASE, GRADING D

6 TACT COAT @ 0.07 GAL/SY

403-01 BITUMINUS MATERIAL FOR TACK COAT (TC)

6A TACT COAT @ 0.1 GAL/SY

403-01 BITUMINUS MATERIAL FOR TACT COAT (TC)

7 COLD PLANING @ 1.25" THICK

415-01.01 COLD PLANING BITUMINOUS PAVEMENT

SR-96 TYPICAL SECTION

SR-96 TYPICAL SECTION

BASED ON RD01-TS-3C

BASED ON RD01-TS-3C

AND RP-NMC-11

SEE STD. DWG. RP-NMC-10

TYPE A CONCRETE CURB

AND RP-NMC-11

SEE STD. DWG. RP-NMC-10

TYPE A CONCRETE CURB

UNOFFICIALSET

BIDDING

NOT FOR


NO.

06-

AU

G-2014 16:0

1

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PIN 118436.0

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Rutherf

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SR-96

&

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Pla

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AR\002

B.s

ht

STATE OF TENNESSEE


PHSIP/NH-SIP-96(36) 2B 2014 CONST.

SEALED BY

NOTES

GENERAL

UNOFFICIALSET

BIDDING

NOT FOR

75009-1236-94

75009-1236-94

STA. 531+50.00

END PROJECT NH-SIP-96(36) (R.O.W.)

INV OUT NW: 579.03

TOP: 589.08

XMHSAS

INV IN SE: 585.64

TOP: 591.84

XMHSAS

BOT: 589.49

INV OUT SW: 589.49

TOP: 591.31

XDI

CP-S32

CP-S33

CP-S34

TRAV-S100

60DNS

TRAV-S101

60DNS

TRAV-S103

60DNS

TRAV-S104

60DNS

TRAV-S105

60DNS

TEL. PED.

45MPH

INV-579.70

INV-581.10

TEL. PED.

CARSONITE UGT MARKER

TEL. PED.

TEL. PED.

STOP

TSPINV-585.42

UGT MARKER TSPINV-585.91

45MPH

TSP

W.V.W.V.W.V.

INV-584.46

INV-584.51

W.V.W.V.

W.V.

W.V.

W.V.

STOP

P

LM10

GRASS

GRASS

GRASS

GRASS

GRASS

CONCRETE

LM10

APPROXIMATE DIRECTION

18"RCP

80.6 L.F.

(A1) 18"RCP

253.2 L.F.

(B1) 24"RCP

84.5 L.F.

(B2) 18"RCP

ASPHALT

ASPHALT

ASPHALT

12"

CA

ST I

RO

N

16" DUCTILE IRON

16" DUCTILE IRON

10" DUCTILE IRON

10" DUCTILE IRON

HEAD TOP

HEAD TOP

HEAD TOP

HEAD TOPHEAD TOP

HEAD TOP

HEAD TOP

HEAD TOP

HEAD TOPHEAD TOP

HEAD TOPHEAD TOP

INV IN SE: 572.67

TOP: 585.72

XMHSAS

INV OUT NW: 586.38

INV IN N: 586.73

INV IN SE: 586.43

TOP: 591.93

XMHSAS

INV OUT NW: 574.74

INV IN SE: 574.89

TOP: 587.79

XMHSAS

GRASS

INV OUT NW: 587.82

TOP: 593.42

XMHSAS

ASPHALT

86.6 L.F.

(B3) 18"RCP

NORTH FRONTAGE ROAD

NORTH FRONTAGE ROAD

SE

RVI

CE

2"

PO

LY

ET

HY

LE

NE

6" POLYETHYLENE

6" POLYETHYLENE

2" POLYLETHYLENE

SERVICE

2" POLYETHYLENE

2" POLYETHYLENE

P/T/CP/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P

P/T/C

P/T/C

P/T/C

P/T/C

SR-96 (OLD FORT PARKWAY)(ASP.)


MA

RK

ET

PL

AC

E


NO.

06-

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Rutherf

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SR-96

&

Market

Pla

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AR\003.s

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STATE OF TENNESSEE


52946-0411-04 3 2014 R.O.W.


SEALED BY

SCALE: 1"= 50’

STA. 520+00 TO STA. 531+50

UTILITIES

520

525

530

STA. 520+00.00

BEGIN PROJECT NH-SIP-96(36) (R.O.W.)

RUTHERFORD COUNTY UTILITIES

N

TURN LANES

RELOCATED OVER NEW

SIGNAL HEADS TO BE

CELL PHONE (615) 290-2372

OFFICE PHONE (615) 244-7462 ext. 1115251

[email protected]

LARRY K. WINBURN

NASHVILLE, TN. 37228

660 MAINSTREAM DRIVE

COMCAST/XFINITY

CABLE

CELL PHONE (615) 310-3020

OFFICE PHONE (615) 771-8311

[email protected]

ROBERT ARNOLD

FRANKLIN, TN. 37067

810 CRESENT CENTRE DR. SUITE 600

ATMOS ENERGY

NATURAL GAS


[email protected]

DARREN GORE

MURFREESBORO, TN 37130

220 N.W. BROAD ST.

CITY OF MURFREESBORO

WATER & SANITARY SEWER


[email protected]

KENNETH KORNEGAY

MURFRESSBORO, TN. 37129

116 SOUTH CANON AVE.

AT&T

TELEPHONE


[email protected]

BRANDON HORNE

MURFREESBORO, TN 37129

205 N WALNUT ST

MURFREESBORO ELECTRIC DEPARTMENT

ELECTRIC

75009-3236-94

STA. 520+00.00


STA. 531+50.00

END PROJECT PHSIP/NH-SIP-96(36) (R.O.W.)

75009-3236-94

UNOFFICIALSET

BIDDING

NOT FOR

EXISTING CB TO BE CAPPEDEXISTING UTILITY POLE TO BE RELOCATED

EXISTING PULL BOXES.

NEW SIGNAL HEADS TO

NEW TURN LANES, TIE

TO BE RELOCATED OVER

EXISTING SIGNAL HEADS

SCALE: 1"= 50’

STA. 520+00 TO STA. 531+50

LAYOUT

PRESENT

PAVEMENT

WORK WITHIN EXISTING

NO SLOPE LINES.

TURN LANES

RELOCATED OVER NEW

SIGNAL HEADS TO BE


NO.

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AR\004.s

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STATE OF TENNESSEE

COORDINATES ARE NAD/83(1995),

ARE DATUM ADJUSTED BY THE

FACTOR OF 1.00008 AND TIED TO

THE TGRN. ALL ELEVATIONS ARE

REFERENCED TO THE NAVD 1988.

NO.

NH-SIP-96(36) 4 2014 R.O.W.


SEALED BY

UNOFFICIALSET

BIDDING

NOT FOR

STA. 520+00.00


75009-1236-94 75009-1236-94

STA. 531+50.00


CURVE C8

PI 529+05.82

N 550,964.4674

E 1,842,827.9404

R 4,868.44

L 1,132.14

T 568.63

520

PC 523

+37.18

525 530

c

A

N

EXISTING CB TO BE CAPPED

EXISTING UTILITY POLE TO BE RELOCATED

SE MATCH EXISTING

TRANS. LENGTH MATCH EXISTING

DESIGN SPEED NA

75009-3236-94

STA. 520+00.00


75009-3236-94

STA. 531+50.00



NEW SIGNAL HEADS TO

NEW TURN LANES, TIE



4RB

45MPH

4RB

4RB WCAP4RB WCAP

GRASS

LM10

92.6 L.F.(B4) 18"RCP

S 77° 55’ 33" E 205.73’

NORTH FRONTAGE ROAD

CALC

2" POLYLETHYLENE

P/T/C

P/T/C

P/T/C

P/T/C

P/T/CP/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

P/T/C

CALC

CALCCALC

CALC

CALC

CALC

CALC

CALC

CALC

CALC

CALC

CALC

CALCCALC

CALC

CALC CALC

CALC

CALC

CALC

CALC

CALC

CALC

CALCCALC

CALC

CALC

CALC

CALC

CALC

CALC

CALC CALC CALC

200.00’

525+12.43

7.22’

S 77° 1’ 42" E

200.00’

524+77.98

CALC

97.87’

S 8° 26’ 6"

W

96.33’

N 8° 26’ 6"

E199.20’

522+17.16

CALC 86.94’

S 77° 55’ 33" E

NORTH FRONTAGE ROAD

RELOCATION 50’ R/W

SOUTH FRONTAGE ROAD

INV-579.70

253.2 L.F.

(B1) 24"RCP

EIPEIP

INV-581.10


18"RCP

TEL. PED.

CARSONITE UGT MARKER

TEL. PED.

EIP

1"OTP

199.68’

520+24.40

TEL. PED.

TEL. PED.CP-S3245MPH

TRAV-S100

60DNS

INV-584.46 INV-584.5184.5 L.F.

(B2) 18"RCP

INV-585.4280.6 L.F.

(A1) 18"RCP

EIP

4RB

INV-585.91

INV OUT NW: 579.03TOP: 589.08

XMHSAS

INV IN SE: 585.64

TOP: 591.84

XMHSAS

BOT: 589.49INV OUT SW: 589.49

TOP: 591.31XDI

GRASSGRASS

GRASS

GRASS

CONCRETE

ASPHALT

ASPHALT

ASPHALT

INV IN SE: 572.67

TOP: 585.72

XMHSAS

INV OUT NW: 586.38

INV IN N: 586.73

INV IN SE: 586.43

TOP: 591.93XMHSAS

INV OUT S: 587.84

TOP: 597.89

XMHSAS

INV OUT NW: 574.74

INV IN SE: 574.89

TOP: 587.79

XMHSAS

GRASS

INV OUT NW: 587.82TOP: 593.42

XMHSAS

ASPHALTSR-96 (OLD FORT PARKWAY)(ASP.)


MA

RK

ET

PL

AC

EM

AR

KE

T

PL

AC

E

UGT MARKER

12"

CA

ST I

RO

N

16" DUCTILE IRON

16" DUCTILE IRON

10" DUCTILE IRON

10" DUCTILE IRON

SE

RVI

CE

2"

PO

LY

ET

HY

LE

NE

6" POLYETHYLENE

6" POLYETHYLENE

SERVICE

2" POLYETHYLENE

2" POLYETHYLENE

CP-S33

TSP

86.6 L.F.(B3) 18"RCP

TSP

EIP

4RB

L=427.17’

R=4668.44’

132.86’

S 77° 1’ 48" E

197.84’

523+04.10

196.74’

523+59.67

195.75’

524+07.41

194.18’

524+91.95

193.23’

525+49.66191.45’

526+82.13189.49’

531+42.61

CALC CALC CALC CALC CALC CALCCALC

L=87.94’ L=87.17’ L=50.53’

192.04’

526+33.51

L=56.49’L=478.45’

L=49.67’R=5919.59’ L=870.29’

P

TRAV-S101

60DNS

W.V.W.V.W.V.

STOP

TSP

W.V. STOPW.V.W.V.

W.V.

LM10

W.V.

TRAV-S105

60DNS

CP-S34

P/T/C

TRAV-S104

60DNS

CONC.

EIP

PK

EIP

200.00’

526+37.00

TRAV-S103

60DNS

EIP

4RBL=135.01’

R=4668.44’87.

72’N 87°

9’ 22"

E

L=119.45’

R=4668.44’

200.00’530+82.47

200.00’

523+37.18

200.00’

521+97.11

195.53’

521+81.33

171.63’

520+96.94

16.39’

N 87° 9’ 22" E

671.85’

S 77° 27’ 12" ECALC

CALC

200.00’

522+04.32

CONC. EIP

HEAD TOPHEAD TOPHEAD TOP

HEAD TOP

HEAD TOP

HEAD TOP

HEAD TOPHEAD TOP

HEAD TOP

HEAD TOP

HEAD TOP

HEAD TOP

P

PRES. ROW

PRES. ROW

PRES. ROWPRES. ROW PRES. ROW

PRES. ROW

PRES. ROW

PRES. ROWPRES. ROW

47.47’

N 12° 4’ 27" E

152.22’

520+23.65

2.53’

N 12° 4’ 27" E

202.21’

520+24.44

CALC

CALC 192.75’

S 77° 55’ 33" E

149.20’

522+16.38 CALC

50.00’

S 12° 4’ 27" W


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STATE OF TENNESSEE


NH-SIP-96(36) 4A 2014 R.O.W.


SEALED BY

SCALE: 1"= 50’

STA. 520+00 TO STA. 531+50

LAYOUT

PROPOSED

NORTH FRONTAGE ROAD

NORTH FRONTAGE ROAD



MA

RK

ET

PL

AC

EM

AR

KE

T

PL

AC

E

120’


}{

{}

4030 3707

525

2376 2348

2101 1733

427

735

456

424

[ 972]

[2611]

[ 948]

[2385]

[ 200]

[ 388]

SR-96 SR-96

MA

RK

ET

PL

AC

EM

AR

KE

T

PL

AC

E

1889 46

[ 4 ]

[ 809]

249

[ 74 ]

68

[ 14 ]

[ 50 ]

256

161

[ 14 ]

[ 249]

369

150

[ 83 ]

1483

298

[ 125] 2

31

[ 11

3]

100

[ 14 ]

2034 DHV

[AM]

PM

875

[2288]

[ 92 ]

[ 78 ]

6" SSWL

6" SBWL

6" SSYL

6" SSYL

6" SSWL

6" SBWL

6" SSWL

6" SSWL

6" SSWL

6" SSWL

6" SBWL

6" SSWL

6" SSWL6" SSYL

6" SSYL6" SBWL

6" SSWL

STOP BAR

STOP BAR

UNOFFICIALSET

BIDDING

NOT FOR

STA. 520+00.00


180’

TAPER

75009-1236-94 75009-1236-94

STA. 531+50.00


520

525 530

c

A

N

250’

LEFT TURN LANE

250’

LEFT TURN LANE

300’

TAPER

12’

12’

13’

12’

12’

12’

12’

12’

12’

19’

LIMIT OF CONSTRUCTION


#42 OUT.EL. 590.80

GT. EL. 595.38 CB

OUT.EL. 589.49

IN. EL. 589.69 CONN

75009-3236-94

STA. 520+00.00


75009-3236-94

STA. 531+50.00


CONCRETE MEDIAN 6" CURB


110’ FROM SR-96 C.L.


550


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STATE OF TENNESSEE


NH-SIP-96(36) 4B 2014 R.O.W.

PHSIP/NH-SIP-96(36) 4B 2014 CONST.

SEALED BY

STA. 520+00 TO STA. 531+50

PROFILE

1"= 5’ VERT.

SCALE: 1"= 50’ HORIZ.

STA. 520+00.00


75009-1236-94 75009-1236-94

STA. 531+50.00


c

EL. 586.27

VP

T 521

+75.93

c

EL. 586.01

VPI 520

+75.93

c

VC = 200.00’

K = 666

V = 70 MPH

EL. 586.30

VP

C 521

+85.54

c

EL. 587.61

VP

T 523

+60.54

c

EL. 586.53

VPI 522

+73.04

c

VC = 175.00’

K = 178

V = 65 MPH

EL. 591.52

VP

C 526

+75.99

c

EL. 592.36

VP

T 527

+75.99

c

EL. 592.14

VPI 527

+25.99

c

VC = 100.00’

K = 125

V = 55 MPH

EL. 592.60

VP

C 528

+29.51

c

EL. 593.38

VP

T 529

+29.51

c

EL. 592.82

VPI 528

+79.51

c

VC = 100.00’

K = 147

V = 60 MPH

EL. 594.24

VP

C 530

+07.15

c

EL. 596.48

VPI 532

+07.15

c

VC = 400.00’

K = 1904

V = 70 MPH

-0.04%

0.26%

1.24%

1.24%0.44%

1.12%

1.12%

520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00 532+00 533+00

555

560

565

570

575

580

585

590

595

600

605

610

615

620

625

630

635

640

550

555

560

565

570

575

580

585

590

595

600

605

610

615

620

625

630

635

640

C

OH WIRE

STA. 524+66.08

LOW WIRE EL.611.67’

TEMP. ____ DEG.

C

OH WIRE

STA. 525+68.41


TEMP. ____ DEG.

C OH WIRE

STA. 525+84.83


TEMP. ____ DEG.

C OH WIRE

STA. 523+58.05


TEMP. ____ DEG.

C OH WIRE

STA. 521+27.27


TEMP. ____ DEG.

C OH WIRE

STA. 527+67.49


TEMP. ____ DEG.

C OH WIRE

STA. 529+67.03


TEMP. ____ DEG.

C OH WIRE

STA. 531+54.51


TEMP. ____ DEG.

2 POWER

2 TELEPHONE

2 POWER

2 POWER2 POWER

2 POWER

1 TRAFFIC CONTROL

1 TRAFFIC CONTROL

STA. 529+44.61, -62.15’(LT)N 551054.8193E 1842879.0050ELEV 592.46ALUM. DISK



ST

A. 525

+15.13

UN

DE

RG

RO

UN

D 12"

WA

TE

R

2 POWER

OUTLET 590.43

INLET 590.70

FLOWS RIGHT

SKEW 89° 13’ 47" LT

EXISTING 18" RCP

STA 532+22.42

OUTLET 588.03

INLET 589.49

FLOWS RIGHT

SKEW 59° 20’ 59" LT

EXISTING 18" RCP

STA 528+22.12

GPS 75-96-34

XCP S34

GPS 75-96-33

XCP S33

GPS 75-96-32

XCP S32

BOT: 572.67

TOP: 585.72

154.17’ (RT)

STA 522+19.56

XMHSAS

BOT: 574.74

TOP: 587.79

148.37’ (RT)

STA 524+06.99

XMHSAS

BOT: 579.03

TOP: 589.08

151.68’ (RT)

STA 527+41.42

XMHSAS

BOT: 585.64

TOP: 591.84

172.92’ (LT)

STA 523+86.90

XMHSAS BOT: 586.38

TOP: 591.93

178.06’ (LT)

STA 524+95.03

XMHSAS BOT: 587.82

TOP: 593.42

183.89’ (LT)

STA 526+93.42

XMHSAS

BOT: 587.84

TOP: 597.89

431.83’ (LT)

STA 524+83.11

XMHSAS

ST

A. 524

+98.56

2"

GA

SU

ND

ER

GR

OU

ND

BOT: 589.49

TOP: 591.31

2.42’ (LT)

STA 528+22.71

XDI BOT: 590.29

TOP: 595.53

4.72’ (RT)

STA 532+24.87

XDI

ST

A. 521

+86.11

2"

GA

SU

ND

ER

GR

OU

ND

18 IN

#42

1

EXC.

EMB.

1160 C.Y. COMM. EXC. (UNCL.)

0 C.Y. EMB.

1160 C.Y. WASTE

75009-3236-94 75009-3236-94

STA. 520+00.00


STA. 531+50.00


UNOFFICIALSET

BIDDING

NOT FOR


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STATE OF TENNESSEE


PHSIP/NH-SIP-96(36) 4C 2014 CONST.

SEALED BY

SCALE: 1"= 30’

SR-96 @ MARKET ST.

DETAIL

SIGNAL

UNOFFICIALSET

BIDDING

NOT FOR

180’

STA. 531+50.00


525

c

A

250’

LEFT TURN LANE

250’

LEFT TURN LANE

12’

12’

13’

12’

12’

12’

12’

12’

12’

19’





NEW SIGNAL HEADS TO

NEW TURN LANES, TIE








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AR\005.s

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STATE OF TENNESSEE



SEALED BY

CONTROL PLAN

AND SEDIMENT

PREVENTION

EROSION

UNOFFICIALSET

BIDDING

NOT FOR


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STATE OF TENNESSEE

NO.

NH-SIP-96(36) 5 2014 R.O.W.


SEALED BY

DD

SYMBOL ITEM STD. DWG.

EROSION PREVENTION AND

SEDIMENT CONTROL LEGEND

EC-STR-8FILTER SOCK

EC-STR-19

D(TYPE D)

CATCH BASIN PROTECTION

STA. 520+00 TO STA. 531+50

SCALE: 1"= 50’

CONTROL PLAN

AND SEDIMENT

PREVENTION

EROSION

EPSC-PHASE 1

EC-STR-25TCEEXIT

TEMPORARY CONSTRUCTION

TO BE LOCATED BY THE ENGINEER

TEMPORARY CONSTRUCTION EXITTCE

UNOFFICIALSET

BIDDING

NOT FOR

STA. 520+00.00


75009-1236-94 75009-1236-94

STA. 531+50.00


520

525 530

c

A

N



75009-3236-94

STA. 520+00.00


75009-3236-94

STA. 531+50.00


92.6 L.F.(B4) 18"RCP

NORTH FRONTAGE ROAD

NORTH FRONTAGE ROAD


SOUTH FRONTAGE ROAD

INV-579.70

253.2 L.F.

(B1) 24"RCP

580

INV-581.10


18"RCP

INV-584.46 INV-584.5184.5 L.F.

(B2) 18"RCP

INV-585.4280.6 L.F.

(A1) 18"RCP INV-585.91

BOT: 589.49INV OUT SW: 589.49

TOP: 591.31XDI

CONCRETE

ASPHALT

ASPHALT

ASPHALT



MA

RK

ET

PL

AC

EM

AR

KE

T

PL

AC

E

12"

CA

ST I

RO

N

16" DUCTILE IRON

16" DUCTILE IRON

10" DUCTILE IRON

10" DUCTILE IRON

86.6 L.F.(B3) 18"RCP

W.V.W.V.W.V.

590

590

590

590

590

590590 590

590

590

W.V.W.V.W.V.

W.V.

W.V.


NO.

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AR\007.s

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STATE OF TENNESSEE

NO.

NH-SIP-96(36) 5 2014 R.O.W.


SEALED BY

D

STA. 520+00 TO STA. 531+50

SCALE: 1"= 50’

CONTROL PLAN

AND SEDIMENT

PREVENTION

EROSION

EPSC-PHASE 2

TO BE LOCATED BY THE ENGINEER

TEMPORARY CONSTRUCTION EXITTCE

UNOFFICIALSET

BIDDING

NOT FOR

STA. 520+00.00


75009-1236-94 75009-1236-94

STA. 531+50.00


520

525 530

c

A

N



75009-3236-94

STA. 520+00.00


75009-3236-94

STA. 531+50.00


92.6 L.F.(B4) 18"RCP

NORTH FRONTAGE ROAD

NORTH FRONTAGE ROADINV-579.70

253.2 L.F.

(B1) 24"RCP

580

INV-581.10


18"RCP

INV-584.46 INV-584.5184.5 L.F.

(B2) 18"RCP

INV-585.4280.6 L.F.

(A1) 18"RCP INV-585.91

BOT: 589.49INV OUT SW: 589.49

TOP: 591.31XDI

CONCRETE

ASPHALT

ASPHALT

ASPHALT



MA

RK

ET

PL

AC

EM

AR

KE

T

PL

AC

E

12"

CA

ST I

RO

N

16" DUCTILE IRON

16" DUCTILE IRON

10" DUCTILE IRON

10" DUCTILE IRON

86.6 L.F.(B3) 18"RCP

W.V.W.V.W.V.

590

590

590

590

590

590590 590

590

590

W.V.W.V.W.V.

W.V.

W.V.


NO.

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Rutherf

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SR-96

&

Market

Pla

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RS

AR\008.s

ht


STATE OF TENNESSEE

NO.

NH-SIP-96(36) 5A 2014 R.O.W.


SEALED BY

STA. 520+00.00


75009-1236-94 75009-1236-94

STA. 531+50.00


520

525 530

c

A

N

STA. 520+00 TO STA. 531+50

PLAN

CONTROL

TRAFFIC

SCALE: 1"= 50’

500 FT

WORK

ROAD

36" X 36"

W20-1

1500 FT

WORK

ROAD

36" X 36"

W20-1

1000 FT

WORK

ROAD

36" X 36"

W20-1

500 FT

WORK

ROAD

36" X 36"

W20-1

1000 FT

WORK

ROAD

36" X 36"

W20-1

1500 FT

WORK

ROAD

36" X 36"

W20-1

AHEAD

WORK

ROAD

36" X 36"

W20-1

AHEAD

WORK

ROAD

36" X 36"

W20-1

AHEAD

WORK

ROAD

36" X 36"

W20-1

ROAD WORK

END

36" X 18"

G20-2

ROAD WORK

END

36" X 18"

G20-2

ROAD WORK

END

36" X 18"

G20-2

ROAD WORK

END

36" X 18"

G20-2

ROAD WORK

END

36" X 18"

G20-2

ROAD WORK

END

36" X 18"

G20-2

AHEAD

WORK

ROAD

36" X 36"

W20-1

SYMBOL

TRAFFIC CONTROL LEGEND

ITEM

WORK ZONE

FLEXIBLE DRUMS (CHANNELIZING)

SIGN (CONSTRUCTION)

BARRIER RAIL DELINEATORS)

PORTABLE BARRIER RAIL (WITH

75009-3236-94

STA. 531+50.00


STA. 520+00.00


75009-3236-94

TEMPORARY ATTENUATOR

UNOFFICIALSET

BIDDING

NOT FOR

NORTH FRONTAGE ROAD

NORTH FRONTAGE ROAD


SOUTH FRONTAGE ROAD



MA

RK

ET

PL

AC

EM

AR

KE

T

PL

AC

E

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


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SIG

N\

PIN 118436.0

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Rutherf

ord

Co

SR-96

&

Market

Pla

ce

RS

AR\

SR96

XS

Sheets.s

ht

520+00.00

CUT 0

FILL 0

590 590

600 600

520+50.00

CUT 1

FILL 1

590 590

600 600

521+00.00

CUT 32

FILL 0

590 590

600 600

521+50.00

CUT 26

FILL 0

590 590

600 600

522+00.00

CUT 4

FILL 0

590 590

600 600

522+50.00

CUT 36

FILL 0

6

BEGIN STA. 520+00.00

END STA. 522+50.00

R.O.W. 2014 NH-SIP-96(36)

CONST. 2014 PHSIP/NH-SIP-96(36) 9

c

FG

EL. 585.33

EX.

EO

P

EL.584.82

EX.

EO

P

EL.585.33

EX.

EO

P

EL.585.33

EX.

EO

P

EL.584.73

-0.020

c

FG

EL. 585.79

EX.

EO

P

EL.584.92

EX.

EO

P

EL.585.42

EX.

EO

P

EL.584.88

EX.

EO

P

EL.585.42

-0.020

c

FG

EL. 585.63

-0.020

-0.020

EX.

EO

P

EL.585.12

EX.

EO

P

EL.585.54

EX.

EO

P

EL.585.55

EX.

EO

P

EL.585.10

c

FG

EL. 585.79

-0.015

-0.015

EX.

EO

P

EL.585.30

EX.

EO

P

EL.585.93

EX.

EO

P

EL.585.83

EX.

EO

P

EL.585.32

c

FG

EL. 586.29

-0.020

-0.020

EX.

EO

P

EL.585.50

EX.

EO

P

EL.586.10

EX.

EO

P

EL.586.35

EX.

EO

P

EL.586.06

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


NO.

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d\

SU

RV

EY\

DE

SIG

N\

PIN 118436.0

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Rutherf

ord

Co

SR-96

&

Market

Pla

ce

RS

AR\

SR96

XS

Sheets.s

ht

590 590

600 600

523+00.00

590 590

600 600

523+50.00

CUT 54

FILL 0

590 590

600 600

524+00.00

CUT 31

FILL 0

590 590

600 600

524+50.00

CUT 23

FILL 0

590 590 525+00.00

590 590 525+50.00

590 590

600 600

526+00.00

CUT 40

FILL 0

7


END STA. 526+00.00

R.O.W. 2014 NH-SIP-96(36)


c

FG

EL. 586.61

-0.020

-0.020

EX.

EO

P

EL.585.71

EX.

EO

P

EL.586.39

EX.

EO

P

EL.586.61

EX.

EO

P

EL.586.90

c

FG

EL. 587.09

-0.020

-0.020

EX.

EO

P

EL.586.17

EX.

EO

P

EL.586.87

EX.

EO

P

EL.587.08

EX.

EO

P

EL.587.59

-0.020

-0.020

c

FG

EL. 587.72

EX.

EO

P

EL.586.77

EX.

EO

P

EL.587.50

EX.

EO

P

EL.587.71

EX.

EO

P

EL.588.13

c

FG

EL. 588.40

-0.020

-0.020

EX.

EO

P

EL.588.64

EX.

EO

P

EL.588.38

EX.

EO

P

EL.588.18

EX.

EO

P

EL.587.18

FG

EL. 590.22

cEX.

EO

P

EL.588.97

EX.

EO

P

EL.590.22

EX.

EO

P

EL.590.22

EX.

EO

P

EL.590.55

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


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SIG

N\

PIN 118436.0

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Rutherf

ord

Co

SR-96

&

Market

Pla

ce

RS

AR\

SR96

XS

Sheets.s

ht

590 590

600 600

526+50.00

CUT 38

FILL 0

590 590

600 600

527+00.00

CUT 39

FILL 0

590 590

600 600

527+50.00

CUT 44

FILL 0

590 590

600 600

528+00.00

CUT 45

FILL 0

590 590

600 600

528+50.00

CUT 30

FILL 0

8


END STA. 528+50.00

R.O.W. 2014 NH-SIP-96(36)


c

FG

EL. 590.97

EX.

EO

P

EL.589.71

EX.

EO

P

EL.591.05

EX.

EO

P

EL.590.81

EX.

EO

P

EL.591.26

c

FG

EL. 591.57

EX.

EO

P

EL.590.36

EX.

EO

P

EL.591.67

EX.

EO

P

EL.591.40

EX.

EO

P

EL.591.90

c

FG

EL. 592.09

EX.

EO

P

EL.591.00

EX.

EO

P

EL.592.18

EX.

EO

P

EL.591.94

EX.

EO

P

EL.592.48

c

FG

EL. 592.59

EX.

EO

P

EL.591.65

EX.

EO

P

EL.592.63

EX.

EO

P

EL.592.52

EX.

EO

P

EL.593.11

FG

EL. 593.12

cEX.

EO

P

EL.592.21

EX.

EO

P

EL.593.14

EX.

EO

P

EL.593.06

EX.

EO

P

EL.593.73

EL.593.08

PR

OP.

EO

P

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


NO.

06-

AU

G-2014 16:0

2

\\JJ03

WF01.tdot.state.t

n.u

s\03Share

d\

SU

RV

EY\

DE

SIG

N\

PIN 118436.0

0

Rutherf

ord

Co

SR-96

&

Market

Pla

ce

RS

AR\

SR96

XS

Sheets.s

ht

590 590

600 600

610 610

529+00.00

CUT 25

FILL 0

590 590

600 600

610 610

529+50.00

CUT 21

FILL 0

590 590

600 600

610 610

530+00.00

CUT 17

FILL 0

590 590

600 600

610 610

530+50.00

CUT 11

FILL 0

9


END STA. 530+50.00

R.O.W. 2014 NH-SIP-96(36)


EX.

EO

P

EL.592.91

EX.

EO

P

EL.593.78

EX.

EO

P

EL.593.64

EX.

EO

P

EL.594.34

EL.593.70

PR

OP.

EO

P

FG

EL. 593.72

c

c

FG

EL. 594.11

EX.

EO

P

EX.

EO

P

EL.594.32

EX.

EO

P

EL.594.23

EX.

EO

P

EL.594.92

EL.594.09

PR

OP.

EO

P

EL.593.61

c

FG

EL. 594.87

EX.

EO

P

EL.594.38

EX.

EO

P

EL.594.88

EX.

EO

P

EL.594.85

EX.

EO

P

EL.595.46

EL.594.87

PR

OP.

EO

P

c

FG

EL. 595.27

EX.

EO

P

EX.

EO

P

EX.

EO

P

EX.

EO

P

EL.595.47

PR

OP.

EO

P

EL.594.97

EL.595.60

EL.595.42

EL.596.03

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


NO.

06-

AU

G-2014 16:0

2

\\JJ03

WF01.tdot.state.t

n.u

s\03Share

d\

SU

RV

EY\

DE

SIG

N\

PIN 118436.0

0

Rutherf

ord

Co

SR-96

&

Market

Pla

ce

RS

AR\

SR96

XS

Sheets.s

ht

590 590

600 600

610 610

531+00.00

CUT 2

FILL 0

590 590 531+50.00


END STA. 531+50.00

R.O.W. 2014 NH-SIP-96(36) 10


EX.

EO

P

EL.595.56

EX.

EO

P

EL.596.28

EX.

EO

P

EL.595.94

EX.

EO

P

EL.596.65

c

FG

EL. 595.27

EL.596.27

PR

OP.

EO

P

RUTHERFORD COUNTY - tdot.tn.gov may be rejected by the commissioner if any of the unit prices...

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Transcript of RUTHERFORD COUNTY - tdot.tn.gov may be rejected by the commissioner if any of the unit prices...