SHEET NO. N

REFERENCED TO THE NAVD 1988.

THE TGRN. ALL ELEVATIONS ARE

FACTOR OF 1.00006 AND TIED TO

ARE DATUM ADJUSTED BY THE

COORDINATES ARE NAD/83(1995),

11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA.1020+00 TO STA.1033+00

SCALE: 1"= 50'

U1-4NH-I-40-5(146)\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-4.sht

4/23/2020 3:15:05 P

M

DEPARTMENT OF TRANSPORTATION

STATE OF TENNESSEE

SEALED BY

SHEET

NO.TYPE YEAR PROJECT NO.

MA

TC

H

LI

NE

ST

A. 1033

+00

SE

E

SH

EE

T

U1-5

(STR-1)

SI

MS BRANCH

1020

1025 1030

cA

I-40 I-40

N

1

METROPOLITAN NASHVILLE AIRPORT AUTHORITY

PIEDMONT NATURAL GAS COMPANY, INC

2

PARTNERSHIP V, LLC

CORPORATE INVESTORS

3

SUNTRUST SERVICE CORPORATION

4

100' E

SMT TVA

100' ESMT TVA

100' ESMT TVA

30' ESMT COLONIAL PIPELINE



CONC

ELEC BOX

ELEC BOX

ON RAMP (

ASP.)

OFF RAMP (ASP.)

ASP.

JERSEY BARRIER WALL

BOX

BOXBOX

CHAIN LINK

GRASS

I-40 W.B. (ASP.)

I-40 E.B. (ASP.)

GRVL

CHAIN LINK

FE

MA Z

ONE A

E

FEMA FLOODWAY

FEMA FLO

OD

WAY

FEM

A ZO

NE A

E

FEMA ZONE AE

TRAFFIC CAMERA R3_107TDOT ITS

FIBER/POWER

RET. WALL

CHAIN LINK

(GIS)

(GIS)

(GIS)

(GIS)(GIS)

(GIS)

(GIS)

(GIS)

BY MNAA DURING THE FIELD SURVEY.

ARE BASED ON GIS INFORMATION PROVIDED

NOTE: UTILITES SHOWN AND LABELED (GIS)

WTL-1

WTL-1

STR-1 (SIMS BRANCH)

WWC-2/EPH-2

WWC-1/EPH-1

STR-1

(SIM

S B

RA

NC

H)

STR-1

WTL-1

WWC-2/EPH-2

STR-1 (SIMS BRANCH)

WWC-1/EPH-1

STR-1

(SIM

S B

RA

NC

H)

STR-1

INV-449.32

CONC. BOX CULVERT603' OF DOUBLE 8'X8'

INV-446.96

PIPELINE RELOCATIONBEGIN COLONIAL






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA.1033+00 TO STA.1046+00

SCALE: 1"=100'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-5.sht

4/23/2020 3:15:16 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-5

MA

TC

H

LI

NE

ST

A. 1046

+00

SE

E

SH

EE

T

U1-14

MATCH LINE STA. 43+00 SEE SHEET U1-6

MA

TC

H

LI

NE

ST

A. 1033

+00

SE

E

SH

EE

T

U1-4

MB

MBMB

MBMB

RW

RW

RW

RW

RW

RW

RW

RW

EW EW

EWEW EW EW EW

EWEW

EWEWEW

CB

CB

CB

DI

EW

CURB

CURB

CURB

CURB

CURBCURB

CURB

CURB

CURB

CURB

CURB

CURB

CU

RB

CU

RB

CU

RBCURB

CU

RB

CURB

CU

RB

CURB

CURB

CURB

ON EXIST. LIGHT POLE

TDOT ITS RDS#329

(GIS)

(GIS)

(GI

S)

(GIS) (GIS)

(GIS)

1035 10401045

I-40

CD ROAD

TER

MIN

AL

DRIV

E R

AMP

45

50

c

A

c

c

20002005

c

A

I-40 (DAVIDSON COUNTY) STA. 1038+91.15

BEGIN PROJECT NO. NH-I-40-5(146)(R.O.W)

E 1769985.9977

N 658994.6308

STA.50+50.00 TERMINAL DR.=

OFF.24.00' RT

STA.2006+43.34 CD ROAD;

STA.2000+00 CD ROAD =

OFF.60.00' RT

STA.1038+85.00 I-40;

OFF.74.00' LT

STA.1035+94.28 I-40;

OFF.74.00' LT

STA.1043+96.89 I-40;

cc

A

c

115120

STA.124+16.33 RAMP A=

STA.429+80.00RAMP D=

19008-2195-44


BEGIN PROJECT NO. NH-I-40-5(146)(CONST.)19008-2195-44

E 1769502.6794

N 659037.8928

N

5

810

WALKER, JOHN D.

& BAUMANN, C.L.ELEANOR C. ROMANOFF,

67

DAVIDSEHORN,

9

JOHN D.WALKER,

11

DAVIDSEHORN,

& KATHERINE W.

FISHER, CHARLY H

4

CORPORATIONSERVICE

SUNTRUST

100' ES

MT TVA

100' ES

MT TVA

100' ES

MT TVA

100' ESMT TVA

100' ESMT TVA

COLONIAL PIPELINE

30' ESMT

AIRPORT AUTHORITY

METROPOLITAN NASHVILLE

COLONIAL PIPELINE

30' ESMT

AIRPORT AUTHORITY


CONC

ASP.

ASP.

JERSEY BARRIER WALL

JERSEY BARRIER WALL

BOXBOX

CHAIN LINK

RO

CK

WALL

2-S-BR-RES

2-S-BR-RES

CH

AI

N

LI

NK

CHAIN LINK

CHAIN LINK

I-40 E.B. (ASP.)

I-40 W.B. (ASP.)

WOODS

WOODS

I-40 EB OFF RAMP (ASP.)

TO RE

MAIN

ID#190A0200001

EX.-2 SPAN GIRDER

CLARIDGE DR.

ASP.

I-40

WB

ON

RA

MP (

ASP.)

SIGN

MONUMENT

MNAA

RE

T.

WA

LL

RE

T.

WA

LL

POWERPOWER

FIBER

POWERFIBER/POWER

TVA LINE

TVA LINE

TVA LINE

TVA LINE

TVA LINE

TVA LINE

TVA LINE

TVA LINE

TVA LINE

(TO B

E R

EL

SE

NS

OR E

QU

MN

AA P

AVE

M

NOISE BARRIER WALL NO.1

NOISE BARRIER WALL NO. 1

(GIS)

(GIS)

(GIS)

(GIS)

BY MNAA DURING THE FIELD SURVEY. ARE BASED ON GIS INFORMATION PROVIDEDNOTE: UTILITES SHOWN AND LABELED (GIS)

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'12'12'12'12'

12'

12'12'

12'

12'

TIC

KET G

ATES

WIL

L S

ALV

AG

E

VE

HIC

ULAR A

ND

MN

AA WIL

L P

RO

VI

THE M

NA

A E

CO

NO

M

CO

NSTR

UCTIO

N O

N T

NO

TE: T

HE C

ONTR

ACT

BY THE CONTRACTOR.EQUIPMENT AT THEIR DISCRETION PRIOR TO THE DEMOLITION OF THE TICKET GATESTRAFFIC FROM ACCESSING THE TDOT CONSTRUCTION SITE AND WILL SALVAGE ANDNECESSARY IN ECONOMY PARKING LOT C TO PREVENT VEHICULAR AND PEDESTRIANDECOMISSIONING OF THE EXISTING TICKET GATES. MNAA WILL PROVIDE MEASURESTEMPORARY CLOSURES OF THE MNAA ECONOMY PARKING LOT C AND BEGINNING CONSTRUCTION ON THE TERMINAL DRIVE RAMP TO COORDINATE NOTE: THE CONTRACTOR SHALL CONTACT MNAA A MINIMUM OF 30 DAYS PRIOR TO

STR-3

STR-2

STR-2

WTL-1

STR-2

WTL-1

JERSEY BARRIER WALL

JERSEY BARRIER WALL

TVA TOWER 138

STR-3

STR-2

STR-2

STR-2

WTL-1

INV-470.91

ID#190A

0200001

2 SPAN GIR

DER

6'X6' C

ON

C B

OX

INV-464.89

CULVERTCONC. BOX

685' OF EX. 6'X6'

CUT

CUT

CUT

CUT

CUT

FILL

FILL CUT

RE

T.

WA

LL E

XC.

ESMT.

CONST.

TEMP.

ESMT.

CONST.

TEMP.

C.A. R.O.W.

PR

OP.

PROP. C.A. R.O.W.

TEMP. CONST. ESMT.

CUT

RET. WALL. EXC.

RET. W

ALL. E

XC.

B

B

EXIT TO I-40 WBMNAA ECONOMY LOT LOSS OF ACCESS:

RD

S

RD

S

COLONIAL PIPELINE RELOCATION






\\N

A-F

S-04\na_nf05\4313300\01

Work\01

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D\T\U

1-6.sht

4/23/2020 3:15:20 P

M


STATE OF TENNESSEE

SEALED BY

11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

LOCATION.CHANGED PROPOSED OVERHEAD STRUCTURE 1REV. 10/31/19:

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 35+00 TO STA. 48+00

SCALE: 1"= 50'

SHEET


NH-I-40-5(146) U1-6

MAT

CH LI

NE ST

A. 43+00 SEE S

HEET

U1-5

CU

RB

CURB

CU

RB

CU

RBC

B

CU

RB

TERMINAL DR (ASP.)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

TERMINAL DRIVE

30

35

40

c

c

A

c

c

A

c

STA.31+25.00 TERMINAL DR.

E 1770645.9496

N 657481.0760

MNAA E 1770539.7173

MNAA N 657441.6295

N

1


1




30'

ESMT COLONI

AL PI

PELINE

30'

ESMT COLONI

AL PI

PELINE

AI

RP

ORT

AUT

HO

RIT

Y

MET

ROP

OLIT

AN

NAS

HVILLE

CONC

TOP-527.09

LED SIGNLP WITH

ROCK WALL

ROCK WALL

CHAIN LINK

CH

AI

N

LI

NK

ROCK WALL

CHAIN LINK

TERMINAL DR (ASP.)

BOT-525.01

ECONOMY LOT EXIT

TOP-501.84

30-DAY MIN. NOTICE TO MNAA REQ'D.)

(TO BE REMOVED BY CONTRACTOR

ECONOMY TICKET GATES

(TO BE RELOCATED)SENSOR EQUIPMENT

MNAA PAVEMENT

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)




16'

TICKET GATES BY THE CONTRACTOR.WILL SALVAGE AND EQUIPMENT AT THEIR DISCRETION PRIOR TO THE DEMOLITION OF THE VEHICULAR AND PEDESTRIAN TRAFFIC FROM ACCESSING THE TDOT CONSTRUCTION SITE ANDMNAA WILL PROVIDE MEASURES NECESSARY IN ECONOMY PARKING LOT C TO PREVENT THE MNAA ECONOMY PARKING LOT C AND DECOMISSIONING OF THE EXISTING TICKET GATES. CONSTRUCTION ON THE TERMINAL DRIVE RAMP TO COORDINATE TEMPORARY CLOSURES OF NOTE: THE CONTRACTOR SHALL CONTACT MNAA A MINIMUM OF 30 DAYS PRIOR TO BEGINNING

BY T

HE C

ONTR

ACTO

R.

EQ

UIP

ME

NT A

T T

HEIR DIS

CRETIO

N P

RIO

R T

O T

HE D

EM

OLITIO

N O

F T

H

TR

AFFIC F

RO

M A

CCESSIN

G T

HE T

DO

T C

ONSTR

UCTIO

N SIT

E A

ND W

NECESS

AR

Y IN E

CO

NO

MY P

AR

KIN

G L

OT C T

O P

RE

VE

NT V

EHIC

ULA

DEC

OMIS

SIO

NIN

G O

F T

HE E

XIS

TIN

G TIC

KET G

ATES.

MN

AA WIL

L P

TE

MP

OR

AR

Y C

LOS

URES O

F T

HE M

NA

A E

CO

NO

MY P

AR

KIN

G L

O

BE

GIN

NIN

G C

ONSTR

UCTIO

N O

N T

HE T

ER

MIN

AL D

RIV

E R

AM

P T

NO

TE: THE C

ONTR

ACTO

R S

HALL C

ONTACT M

NA

A A MINIM

UM

SEEDED AND MULCHED.OBLITERATED, TOPSOIL,TO BE SCARIFIED, CROSS-HATCH AREA

UTILITIES

MNAA TO PREVENT DAMAGE TO EXIST.

CONTRACTOR TO COORDINATE WITH

INV-486.37

ADJACENT MNAA PROJECT

MNAA TARI PROJECT BASED ON CAD FILES RECEIVED ON 12/11/2018.1. THE DASHED LINEWORK SHOWN ON THIS SHEET REPRESENTS THE CURRENT SPECIAL NOTES:

18" RCPEXIST.

SIGN STRUCTURE 1PROP. OVERHEAD

CUT

CUT

TEMP. CONST. ESMT.

EXIT TO I-40 WESTBOUNDMNAA ECONOMY LOT LOSS OF ACCESS:

TEMP. CONST. ESMT.

LOSS OF PROPERTY ACCESSHATCHED AREA DENOTES






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

-

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-6

C.sht

4/23/2020 3:15:24 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-6C

MATCH LINE SEE SHEET U1-6E

MATCH LINE SEE SHEET U1-13

MATCH LINE S

EE SHEET U1-

14


CURB

CURB

CURB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

DI

CU

RB

CURB

CURB

CURB

CU

RB

CU

RB

CO

NC.

DI

TC

H

CO

NC.

DITC

H

CURB

CURB

CURB

CURB

EW

EW

CB

CB

EW

GR

OU

ND

OBSC

URE

D

DI

DI

DI

CURB

CB

CU

RB

RW

RW

RW

DI

EW

EW

CB

DI

DI

DI

CURB

CURB

CURB

CURB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CU

RB

CU

RB

CU

RB

CURB

CU

RB

CURB

CURB

CU

RB

CU

RB

CU

RB

GROUND OBSCURED

CONC. DI

TCH

CONC. DIT

CH

MH

MH

(GIS)

(GI

S)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

N

CON MON

32'

ESMT N.

E.S.

N.

E.

S.

32'

ES

MT

100' ESMT TVA

100' ESMT TVA

100' ESMT TVA

100' ESMT TVA

32' ES

MT

N.E.S.

ESMT.

N.E.S.

ESMT.

N.E.S.

100' ESMT TVA

100' ESMT TVA

36

STATE OF TENNESSEE

23

AIRPORT AUTHORITY

NASHVILLE

METROPOLITAN

22

AIRPORT AUTHORITY

NASHVILLE

METROPOLITAN

1

AIRPORT AUTHORITY

NASHVILLE

METROPOLITAN

TOP-565.01

ATT

W.V.

CP-S89

19-040-8

9

CP-S90

19-040-9

0

CP-S91

19-040-9

1

CURB

CU

RB

CU

RB

CU

RB

POLE

SIGNAL

TEMP

(GI

S)

(GIS)




12'1

2'

12'12'

12'

TO BE REMOVEDEXIST. GUARDRAIL


MNAA TARI PROJECT BASED ON CAD FILES RECEIVED ON 12/11/2018.

1. THE DASHED LINEWORK SHOWN ON THIS SHEET REPRESENTS THE CURRENT

SPECIAL NOTES:

CUT

CU

T

CU

T

CUT

CUT

CUT

CUT

CUT

CUT

TEMP. CONST. E

SMT.

TE

MP. C

ONST. E

SM

T.

c

c

A

TE

MP. R

AM

P 1

20

c

A

c

10

STA.21+59.97 TEMP. RAMP 1=

STA.10+00.00 TEMP. RAMP 2=OFF. 419.93' RT.

STA.2018+78.94 CD ROAD;

OFF. 457.39' RT.

STA.2019+86.45 CD ROAD;

30

35

c cA c

cc

c

A

TE

MP. R

AM

P 4


OFF. 211.89' RT.

STA.2019+21.91 CD ROAD;


OFF. 498.10' RT.

STA.2023+32.37 CD ROAD;

RA

MP 2

TE

MP.

TEMP CUT

TE

MP C

UT

TE

MP FILL

W.V.

P


NES REMOVAL

REMOVALCENTURYLINK

AT&T ABANDONED






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

-

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-6

E.sht

4/23/2020 3:15:27 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-6E

MA

TC

H

LI

NE

SE

E

SH

EE

T

U1-6

C

MA

TC

H

LI

NE S

EE S

HE

ET

U1-10

CURB

CURB

CURB

O.

H.

SI

GN

CB

CB

CB

CB

CB

CB

O.

H.

SI

GN

DIDIDI

DI

EW

CU

RB

CO

NC.

DIT

CH

BB.

O.H. SIGN

CB

CB

CB

CB

CURB

CU

RB

CU

RB

CB

CO

NC

RE

TE

DI

TC

H

CB

EW

CB

CB

CB

CBCB

CB

DI

DI

DI

DI

DI

EW

EW

EW

O.H. SIGN

O.H. SIGN

CURB

O.

H.

SI

GN

DI

DI

CB

O.

H. SI

GN

O.

H. SI

GN

CO

NC

RE

TE

DI

TC

H

CU

RB

G

CURB

CU

RBRW

RW

RW

C&

G

MH

MH

(GI

S)

(GIS)

(GIS) (GIS)

(GIS)

(GIS)

(MNAA NON-PARTICIPATING)

PROJECT NO. TBD BOUNDARY



N

30'

ES

MT

CO

LO

NI

AL PIP

ELI

NE

32' ES

MT

N.E.S.

20' ES

MT

METRO

WATER

& SE

WER

20' ESMT METRO WATER & SEWER

32'

ESMT N.

E.S.

32'

ES

MT

N.

E.S.

WATER & SEWER

20' ESMT METRO

WA

TE

R

&

SE

WE

R20'

ES

MT

ME

TR

O

CO

LO

NI

AL PIP

ELI

NE

30'

ES

MT

22

AIRPORT AUTHORITY


1

AIRPORT AUTHORITY


23

AIRPORT AUTHORITY

NASHVILLE

METROPOLITAN

AI

RP

OR

T

AU

TH

ORI

TY

NA

SH

VI

LL

E

ME

TR

OP

OLI

TA

N

TO

P-538.50

CURB

CURB

CURB

CURB

CURB

CU

RB

CU

RB

CU

RB

CU

RB

BO

T-506.53

(GIS)

(GIS)

(GI

S)

(GI

S)

(GI

S)

(GIS)

(GIS)




(GIS)

(GIS)

(GI

S) (

GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

12'12'

12'12'

TE

MP. S.R. 255 T

RA

NSFER

STA.125+90.74 TEMP. S.R. 255 TRANSFER=

OFF. 1205.45' LT.

STA.751+23.39 S.R. 255 ;

115

120

125

c

A

c

MEDIAN FOR TRAFFIC CONTROL ONLY ON THIS SHEET. TEMPORARY PAVING IN EXISTING S.R. 255NOTE:






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 700+00 TO STA. 712+00

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-7.sht

4/23/2020 3:15:32 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-7

MA

TC

H

LI

NE

ST

A. 712

+00

SE

E

SH

EE

T

U1-8

FLAG

MB

FLAG

FLAGFLAG

EW

EW

BN

A

RU

NW

AY

DI

DI

DI

CO

NC.

DI

TC

H

JERSEY BARRIER

CU

RB

CURB

RW

RW

EW

EW

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CU

RB

CURB

CBCBCB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CURB

EW

CO

NC

DI

TC

H

CO

NC

CO

NC

DI

TC

H

DI

TC

H

RW

RW

RW

CU

RB

DI

DI

DI

DI

DI

CURBCURB

CURB

CURB

ANK

TANK

DI

CURB

S.R. 2

55 DONELSON P

IKE

MNAA TAXIWAY TUNNEL

SERVICE ROAD (

ASP.)MNAA TAXIWAY TUNNEL

R/W 20L TAXIWAY

R/W 20L TAXIWAY

MH

MH

MH

MH

MH

MH

MH

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GI

S)

(GIS)(GIS)

(GI

S)

(GI

S)

(GI

S)

(GI

S)

(GIS)

(GI

S)

(GI

S)

(GI

S)

(GIS)

(GIS)

(GI

S)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

S.R. 255

S.R. 255

700 705

710

c c c

A

S.R.255 (DAVIDSON COUNTY) STA. 700+05.00

BEGIN PROJECT NO. NH-I-40-5(146) (R.O.W.)

N 652188.3191

E 1772024.8072

19008-2195-44

STA.700+20.00 S.R.255

BEGIN CONST.STA.703+00.00 S.R.255

END MILL & OVERLAY

N 651603.6224

E 1771834.1368

19008-2195-44


BEGIN PROJECT NO. NH-I-40-5(146) (CONST.)

N


1

AUTHORITY

AIRPORT

NASHVILLE

METROPOLITAN

22


23

23

20' WATER ESMT

32' ES

MT N.E.S.

15' GAS ESMT

15' COMM.

ESMT

20'

WA

TE

R

ES

MT

20'

WA

TE

R

ES

MT

20' WATER ESMT

15' COMM. E

SMT32' ESMT N.E.S.

CONC

CONC

CO

NC

CO

NC

CO

NC

CO

NC

CO

NC CONC

CP-S95

19-040-95

POINT NORTH EAST ELEV. STA. OFFSET DESCRIPTION

CONTROL POINT TABLE

S95 19-040-95652955.6331 1772163.1700 570.5240 -60.87 707+83.12

CURB

CURB

CURB

CURB

CURB

CURB

CURBTO BE REMOVEDEXIST. AOA FENCE

STORM INSTALLATIONEXIST. BARRIER FORREMOVE & REPLACE

ROCKFALL WALL NO. 1

OFF. 39.20' RT.

STA. 700+15.50

WALL NO. 1

BEGIN ROCKFALLOFF. 34.20' RT.

STA. 703+50.00

51" S.S. HALF M.B.

WALL NO. 1 &

END ROCKFALL

(GIS)

(GIS)

(GI

S)

(GI

S)

(GIS)

(GIS)

(GIS)(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GI

S)




12'12'

12'12'

12'12'

12'12'

SEEDED AND MULCHED.OBLITERATED, TOPSOIL,TO BE SCARIFIED,CROSS-HATCH AREA

REMOVED BY OTHERSEXIST. AOA FENCE


R/W 20L TAXIWAY

R/W 20L TAXIWAY

FILL FILL

FILL

CUT

CUT

CU

T

CUT

TEMP. CONST. ESMT.

PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.

TEMP. CONST. ESMT.

ESMT.

CONST.

TEMP.

PROP. R.O.W. ESMT.

RET. WALL. EXC.

TEMP. CONST. ESMT.

COMCAST/XFINITY & XO/VERIZON)ALIGNMENT (AT&T, CENTURYLINK, UNDERGROUND COMMUNICATIONS






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 712+00 TO STA. 724+00

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-8.sht

4/23/2020 3:15:37 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-8

MA

TC

H

LI

NE

ST

A. 724

+00

SE

E

SH

EE

T

U1-9

MA

TC

H

LI

NE

ST

A. 712

+00

SE

E

SH

EE

T

U1-7

CURB

CURB

CURB

CURB

CU

RB

CU

RB

C&G

C&G

EW

EW

CURB

RW

RW

RW

RW

RW

CU

RB

CU

RB

CU

RB

CB

CB

CB

CB

CB

CU

RB

EW

C&G

C&G

CU

RB

O.H.SIGN

CB

S.R. 2

55 DONELSON

PIKE

R/W 20L TAXIWAY

R/W 20L TAXIWAY

G.M.

G.V.

G.V.

MH

MH

MH

MH

MH

MH

MH

MH

MANHOLES

W.V.

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS) (GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

S.R. 255

715720

635

660

665

AA

c

c

A

c

c

A

c

c

A

c

c

c

c

A

c

c

A

c

OFF. 45.00' LT.

STA.714+89.30 S.R.255;

STA.665+88.13 RAMP J =

OFF. 272.89' LT.

STA.719+76.67 S.R.255;

STA.660+00.00 RAMP J =

STA.639+78.15 RAMP H =

OFF. 323.62' LT.

STA.723+47.25 S.R.255;

RA

MP H

RA

MP H

RA

MP J

RAMP J

N

23


1

AIRPORT AUTHORITY


22


23

32'

ESMT N.

E.S.

20'

WATER ESMT

20'

WA

TE

R

ES

MT

15'

GAS ESMT

15' COMM.

ESMT

AIRPORT AUTHORITY


CP-S9619-040-96

CURB

CU

RB

MN

AA

GE

OT

HE

RM

AL

MN

AA

GE

OT

HE

RM

AL

MN

AA

GE

OT

HE

RM

AL

MN

AA

GE

OT

HE

RM

AL

6P

6P

(GIS)(GIS)

(GIS)

(GI

S)

(GIS)

(GI

S)

(GI

S)

(GI

S)

(GI

S)

(GI

S)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)(GIS)




12'12'

12'12'

SEEDED AND MULCHED.TOPSOIL, OBLITERATED,

TO BE SCARIFED, CROSS-HATCH AREA

REMOVED BY OTHERSEXIST. AOA FE

NCE

REMOVED BY OTHERS

EXIST. AOA FENCE

REMOVED BY OTHERS

EXIST. AOA FENCE

R/W 20L TAXIWAY

R/W 20L TAXIWAY


MN

AA P

RO

P. 2

4" S

T.

FILL

FILLFILL

FILL

FIL

L

FIL

L

FILL

TEMP. CONST. ESMT.

PROP. R.O.W. ESMT.

PERM. DRAIN ESMT.

ESMT.

CONST.

TEMP.

TEMP. CONST. ESMT.

TEMP. CONST. ESMT.

TEMP. CONST. ESMT.

TE

MP. C

ONST. ES

MT.

TEMP. CONST. ESMT.

PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.PROP. R.O.W. ESMT.

PERM. DRAIN ESMT.

PERM. DRAIN ESMT.

MN

AA

GE

OT

HE

RM

AL

MN

AA

GE

OT

HE

RM

AL

MN

AA

GE

OT

HE

RM

AL

MN

AA

GE

OT

HE

RM

AL

G.M.

G.V.

G.V.



LOCATION PROVIDED 4/16/2020TO BE INSTALLED BY MNAA PROJECT.RUNWAY 2R/20L NES CROSSING







11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 724+00 TO STA. 736+00

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-9.sht

4/23/2020 3:15:41 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-9

MA

TC

H

LI

NE

ST

A. 736

+00

SE

E

SH

EE

T

U1-10

MA

TC

H

LI

NE

ST

A. 724

+00

SE

E

SH

EE

T

U1-8

EW

CB

CB

C&G

CURB

IG

N

CBC

B

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

S.R. 255 DONELSON PIKE

S.R. 255 NB OFF-RAMP

S.R. 255 NB OFF-RAMP

S.R. 255 SB ON-RAMP

EXIST. AOA FENCE

MH

MH

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

RAMP G

S.R. 255

725 730735

c

600

c c

STA.600+00.00 RAMP G =

OFF. 45.00' RT.

STA.733+00.00 S.R.255;



630

c

STA.630+00.00 RAMP H =

OFF. 45.00' LT.

STA.724+55.09 S.R.255;

RAMP H

N

23


22


23

32' ESMT N.E.S.

32' ESMT N.E.S.

32' ESMT N.E.S.

32' ESMT N.E.S.

AIRPORT AUTHORITY


CP-S97

19-040-97

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

CU

RB

CURB

TOP-528.12

6P

6P

POLE

SIGNAL

TEMP

POLE

SIGNAL

TEMP

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)(GIS)

(GIS)

(GIS)

(GIS)




12'12'12'12'

REMOVED BY OTHERS

EXIST. AOA FENCE

REMOVED BY OTHERS

EXIST. AOA FENCE



FILL

FILL

FILL

FILL

FILL

FILL

TEMP. CONST. ESMT.

PROP. R.O.W. ESMT.

PERM. DRAIN ESMT.

TE

MP. C

ONS

T. E

SM

T.

TE

MP. C

ONS

T. E

SM

T.

TEMP. CONST. ESMT.

TEMP. CONST. ESMT.TEMP. CONST. ESMT.

TEMP. CONST. ESMT.

PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT. PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.

TE

MP.

CO

NS

T. E

SM

T.

CU

T

CU

T

TEMP. S.R. 255 TRANSFER

50

TE

MP. L

OT B R

D. 1

STA.100+00.00 TEMP. S.R. 255 TRANSFER=

TE

MP C

UT

TEMP FILL

100

105

c

c

OFF. 21.00' LT.

STA.730+00.00 S.R. 255 ;

TDOT A-DATE SUBMITTAL. PROVIDED ON 4/16/2020. NES TO UPDATEAPPROX. 300' SOUTH BASED ON LOCATIONSNOTE: NES CROSSING HAS SHIFTED







11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 736+00 TO STA. 749+00

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-10.sht

4/23/2020 3:15:45 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-10

SE

E S

HE

ET

U1-6

E

MA

TC

H

LI

NE

MA

TC

H

LI

NE

ST

A. 749

+00

SE

E

SH

EE

T

U1-11

MA

TC

H

LI

NE

ST

A. 736

+00

SE

E

SH

EE

T

U1-9

CU

RB

CURBCURB

CURB

CURB

CURB

CURB

CU

RB

CU

RB

CURB

CBCB

CBCB

CB

CBCBCB

EW

CB

CB

CONCRETE DITCH

O.

H.

SI

GN

CB

CB

CB

EW

CB

C&G

C&G

CURB

CURB

CU

RB

CURB

CURB

DI

DI

DI

DI

CURB

CURB

DI

C&G CU

RB

CURB

CURB

CURB

CURB

CU

RB

EW EW

DI

S.R. 255 DONELSON PIKE

S.R. 255

NB ON-RAMP

S.R. 255 SB OFF-RAMP

LONG TERM B ACCESS RD.

LONG TERM

B ACCESS

RD.

LONG TERM B TICKET GATES

N.E.S. VAULT N.E.S. VAULT

R/W 20L HOLDPAD

EXIST. AOA FENCE

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS) (GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GI

S)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

RAMP G

S.R. 255

740745

cA c A

605610

615

c

A

cc Ac

c

A

c

c

A

c

575

580

RAMP F

RAMP F

OFF. 57.00' LT.

STA.741+00.00 S.R.255;

STA.581+93.75 RAMP F =

MNAA E 1773192.7184MNAA N 657170.3971

STA.520+20.00 MNAA E-W ROAD

E 1773299.1100N 657209.8273





N

23


22

23

32' ESMT N.E.S.

32' ESMT N.E.S.

32'

ESMT N.

E.S.

32'

ESMT N.

E.S.

32' ESMT N.E.S.

32' ESMT N.E.S.

32'

ES

MT

N.

E.

S.

32'

ES

MT

N.

E.

S.

AIRPORT AUTHORITY


AIRPORT AUTHORITY


CP-S9819-040-98

CP-S9919-040-99

TOP-515.34

CURB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CURB

CURB

BOT-486.34

INV-486.65

6P

6P

6P

6P

6P

6P

6P

TO BE REMOVEDEXIST. MNAA FENCE

TO BE REMOVEDEXIST. MNAA FENCE

RETAINING WALL NO. 3 RETAINING WALL NO. 3

POLE

SIGNAL

TEMP

POLE

SIGNAL

TEMP

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS) (GIS)(GIS)

(GIS)(GIS)




12'12'12'12'



R/W 20L PROTECTED AIR

SURFACE (RPZ)

R/W 20L HOLDPAD


FILL

FILL

CUT

FILL

CUT

FILL

CUT

CUT

CUT

PROP. R.O.W. ESMT.

PERM. DRAIN ESMT.

TEMP. CONST. ESMT.

TEMP. CONST. ESMT.

PERM. DRAIN ESMT.

PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.

PERM. DRAIN ESMT.

PERM. DRAIN ESMT.

PERM. DRAIN ESMT.TEMP. CONST. ESMT.

TEMP. CONST. ESMT.

CUT

TE

MP. C

ONS

T. E

SM

T.

ESMT.TEMP. CONST.

TEMP. S.R. 2

55 T

RANSFER

TEMP. S.R. 2

55 T

RANSFER

TEMP C

UT

TEMP

CUT

TEMP FILL

TE

MP FIL

L

10

15

c c

c

A

c

c

A

c

55

cc

cA

c

c

A

c

20

25

30

c c

c

A

c

c

A

c

c

A

c

c

A

c

40

45

c c

c

A

c

c

A

c

30

cc

TEMP. LOT B RD. 2

TEMP. LOT B RD. 1

TE

MP. L

OT B R

D. 1

TEMP. TERMINAL RAMP

TEMP.

TERMI

NAL RAMP

TE

MP. T

ER

MIN

AL D

RIV

E

TEMP. M

NAA HAUL

RD.

TEMP. LOT B RD. 2

TEMP. MNAA HAUL RD.

STA.30+00.00 TEMP. TERMINAL DR. =

OFF. 429.89' LT.

STA.108+21.85 TEMP. S.R. 255 TRANSFER;

OFF. 0.00'

STA.30+78.09 TEMP. TERMINAL DRIVE;

STA.20+00.00 TEMP. MNAA HAUL RD. =

OFF. 0.00'


STA.40+00.00 TEMP. TERMINAL RAMP =

OFF. 0.00'


STA.10+00.00 TEMP. LOT B RD. 2 =

OFF. 24.00' RT.



OFF. 174.73' RT.


OFF. 198.41' RT.




STA.31+67.21 TEMP. MNAA HAUL RD. =

OFF. 283.95' RT.


TEMP F

ILL

STA.49+67.12 TEMP. TERMINAL RAMP =

OFF. 17.77' RT.


STA.35+49.95 TEMP. TERMINAL DR. =

OFF. 54.45' RT.

STA.736+36.19 S.R. 255

35

110

115

c

c

A

c



NES REMOVALS

WITH UPCOMING A-DATE REVISIONNOTE: EXISTING NES POLE LINE WILL BE REMOVED






\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-11 .sht

4/23/2020 3:15:51 P

M


STATE OF TENNESSEE

SEALED BY

11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 749+00 TO STA. 761+00

SCALE: 1"= 50'

SHEET


NH-I-40-5(146) U1-11

MA

TC

H

LI

NE S

TA. 761

+00 S

EE S

HE

ET

U1-12

MA

TC

H

LI

NE

ST

A. 749

+00

SE

E

SH

EE

T

U1-10

CURB

EW

EW

EW

EW

CURBCURB

CB

MNAA MAINT. RD.

MN

AA

MAI

NT.

RD.

MAINT. RD.

MAINT. RD.

MAINT. RD.

EXI

ST.

AO

A

FE

NC

E

(GI

S)

(GI

S)

(GI

S)

(GI

S)

(GIS)

(GIS)

(GI

S)

(GIS)

(GIS)(GIS)

(GIS)(

GI

S)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)

(GI

S)

(A

BA

ND

ON

ED)

(GIS)

(GIS)

(GIS)

(GIS)

(A

BA

ND

ONE

D)

(A

BA

ND

ONE

D)

800

RAMP CC

RAMP B

RAMP G

S.R. 255

S.R. 255

NB. S.R. 255

SB. S.R. 255

c c

c

A

c

cc

c

A

c

A

220

c

A

900

350

c

MN

AA E-W R

OA

D

750

755

760

c

c

A

c

A

c

c

cRAMP F

MNAA E 1773192.7184

MNAA N 657170.3971

MNAA E 1773491.1288

MNAA N 657139.7303

STA.619+55.29 RAMP G =

STA.571+08.90 RAMP F =

STA.900+00.00 S.R.255 SB=

21.00'OFF.LT.

STA.756+17.02 S.R.255;

STA.220+41.72 RAMP B=

61.66' OFF.LT.

STA.759+80.71 S.R.255;

STA.800+00.00 S.R.255 NB =

9.00'OFF.RT.

STA.756+17.01 S.R.255;

STA.350+00.00 RAMP CC =

OFF.78.55' RT.

STA.760+61.92 S.R.255;

c

c

STA.520+20.00 MNAA E-W ROAD

STA.523+20.00 MNAA E-W ROAD=

E 1773597.5383

N 657179.1587

E 1773299.1100

N 657209.8273

0.00' OFF.

STA.523+11.87 MNAA E-W ROAD;

DU

E

EA

ST

10

15

cc

c

A

c

c

A

c

c

A

STA.10+00.00 MNAA MAINT. RD.

0.00' OFF.

STA.520+30.30 MNAA E-W ROAD;

N23

AUTHORITY

AIRPORT

NASHVILLE

METROPOLITAN

23

AUTHORITY

AIRPORT

NASHVILLE

METROPOLITAN

50' ESMT N.E.S.

30'

ES

MT

CO

LO

NI

AL

PI

PE

LI

NE

30' ES

MT

COL

ONI

AL PIPELI

NE

50' ESMT N.E.S.

50' ESMT N.E.S.

50' ESMT N.E.S.

30' ES

MT

COL

ONI

AL PIPELI

NE

100' ES

MT T

VA

100' ES

MT T

VA

30'

ES

MT

CO

LO

NI

AL

PI

PE

LI

NE

30'

ES

MT

CO

LO

NI

AL

PI

PE

LI

NE

30' ES

MT

COL

ONI

AL PIPELI

NE

WATER & SEWER

20' ESMT METRO

COLONIAL PIPELINE

30' ESMT

GROUND OBSCURED

TV

A LI

NE

TV

A LI

NE

FE

MA Z

ON

E A

E

FE

MA Z

ONE A

E

6P

6P

6P6P

6P6

P6

P

RETAINING WALL NO. 3

RETAINING WALL NO. 3

(GIS)

(GI

S)

(GI

S)

(GI

S)

(GI

S)

(GI

S)

(GIS)

(GIS)

(GIS)

(GIS)

(GIS)




TABLE ON SHT. 12

SEE WTL. IMPACT

WTL-2

WTL 4

REMOVED BY OTHERS

EXIST. AOA FENCE

BY OTHERSTO BE REMOVED

EXIST. AOA FENCE

*SNK-1

*SNK-2

*LOCATIONS ARE APPROXIMATE.SINKHOLE REPAIR DETAILS.THE GEOTECHNICAL ENGINEER. SEE SOIL SHEETS FORSINKHOLES SNK-1 & SNK-2 TO BE REPAIRED AS DIRECTED BY


MN

AA A

PM

R/W 20L PROTECTED AIR S

URFACE (RPZ)

R/W 20L PROTECTED AIR S

URFACE (RPZ)

R/W 20L OBSTRUCTION FREE ZONE

36"

36"

MN

AA P

RO

P. 60" S

T.

MN

AA P

RO

P. 6

0" S

T.


MN

AA A

PM

WTL 4


FILL

FILL FILL

CU

T

CUT

R.O.W. & FENCE

PROP. C.A.

R.O.W. & FENCE

PROP. C.A.

C

B

C

B

PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.

TE

MP. C

ON

ST. E

SM

T.

PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.

PROP. R.O.W. ESMT.

TE

MP. C

ONST. E

SM

T.

TEMP. CONST. ESMT.

TEMP. CONST. ESMT.

ESMT.

DRAIN

PERM.

PERM. DRAIN ESMT.

PROP. C.A. R.O.W.

ESMT.

CONST.

TEMP.

CUT

CUT

CU

T

CUT

CUT

FIL

L

FIL

L

CUT

CUT

CU

T

CUT

TEMP. CONST. ESMT.

TE

MP. C

ONST. E

SM

T.

TE

MP. C

ONST. E

SM

T.

PERM. D

RAIN ESM

T.

PERM. D

RAIN ESM

T.

A

PIP

E E

XC.

PIP

E E

XC.

PIP

E E

XC.

PIP

E E

XC.

TE

MP. C

ONST. E

SM

T.

760


TO BE CONFIRMED (40' OR 50' FROM EXIST.)TVA TOWER RELOCATION. LOCATION

NES REMOVALS

(MOVE IN STATE)METRO SEWER RELOCATION


COLONIAL PIPELINE ABANDONED



TVA TOWER REMOVAL






\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-12.sht

4/23/2020 3:15:55 P

M


STATE OF TENNESSEE

11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 761+00 TO STA. 772+00

SCALE: 1"= 50'

SHEET


NH-I-40-5(146) U1-12

SEALED BY

SEE SHEET U1-13

MATCH LINE STA. 1070+00

MATCH LINE STA. 772+00 SEE SHEET U1-13

SEE SHEET U1-16 MATCH LINE STA. 305+00 SEE SHEET U1-16


MA

TC

H

LI

NE

ST

A. 761

+00

SE

E

SH

EE

T

U1-11

SEE SHEET U1-16C

MATCH LINE STA. 521+25.00

CURB

CURB

EW

CURB

CURB

MAINT.

RD.

MAI

NT.

RD.

BE REMOVEDEXIST. FENCE TO


1070

1075

c

905

910

915

805

810

815

I-40

RA

MP E

RA

MP E

E

CD R

OA

D

CD R

OA

D

RAM

P B

RA

MP B

B

RA

MP C

NB. S.R. 255

S.R. 255

SB. S.R. 255

SB. S.R.

255

NB. S.R.

255

S.R. 255

305

c

c

c

A

c

A

c

cA

c

A

cc

c

A

c

c

A

cA

215

c

A

c

A

250

400

c c

A

2035

c

c

c

A

c

c

A

c

c

A

c

765

770

c

c

A


END PROJECT NO. NH-I-40-5(146) (R.O.W.)

E 1773490.6604

N 658602.5335

STA.354+59.87 RAMP CC =

OFF.24.00' RT.

STA.304+40.46 RAMP C;

OFF.94.33' RT

STA.769+40.12 S.R.255;

OFF. 92.00' LT.

STA.767+37.00 S.R.255;

STA.254+81.03 RAMP BB =

OFF.36.00' LT

STA.213+00.00 RAMP B;

STA.250+00.00 RAMP BB =

OFF.64.00' LT

STA.768+72.00 S.R.255;

STA.400+00.00 RAMP D=

555

c

c

A

ccA

c

STA.555+88.30 RAMP EE=

19008-2195-44OFF.92.00' RT.

STA.766+41.22 S.R.255;

STA.300+00.00 RAMP C =

STA.906+62.22 S.R.255 SB

STA.806+93.08 S.R.255 NB

E 1773629.0101

N 658216.5559

STA.762+90.29 S.R.255;11.27' LT.=

525

N

23

AUTHORITY

AIRPORT

NASHVILLE

METROPOLITAN

23

AUTHORITY

AIRPORT

NASHVILLE

METROPOLITAN

32'

ES

MT

N.

E.

S.

32'

ESMT N.

E.S.

27

28

30'

ES

MT

CO

LO

NI

AL

PI

PE

LI

NE

EASEMENT

100' TVA

32'

ESMT N.

E.S.

N.E.S.

50' ES

MT

N.E.S.

32' ESMT

WA

TE

R

&

SE

WE

R20'

ES

MT

ME

TR

O

ON

RA

MP (

ASP.)

ON

RA

MP (

AS

P.)

AS

P.

RA

MP 216 (

ASP.)

ASP.

JE

RS

EY

BA

RRI

ER

WA

LL

BOX

CP-S9219-040-92

TOP-463.73

TOP-463.71

WOODS

I-40

W.

B. (

ASP.)

I-40

E.

B. (

ASP.)

WO

OD

S

TV

A

LI

NE

TV

A

LI

NE

TV

A

LI

NE

FEMA ZONE AE

FE

MA Z

ON

E A

E

BOT-454.68

BOT-451.08

PO

WE

R

PO

WE

R

FI

BE

R/P

OW

ER

FI

BE

R

PO

WE

R

PO

WE

R

6P

6P

6P

6P

12'

12'

12'

12'

12'

12'

12'

12'

BE REMOVEDEXIST. GUARDRAIL TO

WWC-6/EPH-6

BEGIN IMPACT

EPH-6

WWC-6/

WWC-6/EPH-6

END IMPACT

STR-4

WWC-10/UDF-1

WWC-10/UDF-1

PERM. IMPACT

WTL-2 1.337 AC.

STR-4

END IMPACT

BE REPLACEDEXIST. GUARDRAIL TO

LEGEND WETLAND IMPACTS (WTL-2)

AREA OF PERMANENT IMPACT = 1.337 AC.

VOLUME OF PERMANENT IMPACT = 2157 C.Y.


EXIS

T. J

ERS

EY

BA

RRI

ER

WA

LL

R/W 20L PR

OTEC

TED AIR SU

RFAC

E (RPZ)

ADJACENT M

NAA PROJ

ECTDISCHARGE

SEP-1 / STR-4

S

WWC-10/UDF-1

WWC-10/UDF-1

RIPRAP15'x10' CL. B

STR-4IMPACT

END

42" RCP398' OF PROP.

18" ST

7' PROPSTR-4 (R

ELOCATED)

STR-4 (R

ELOCATED)

(RELOCATED)STR-4

SIGN STRUCTURE 3

PROP. OVERHEAD

SIGN STRUCTURE 4

PROP. OVERHEAD



NOT LOST BELOW OR WITHIN THE ROCK. ENSURE THAT WATER WILL FLOW OVER THE RIP-RAP AND THAT FLOW IS AND SHALL BE BLENDED BEFORE PLACEMENT. THE CONTRACTOR SHALL (ITEM # 303-20.02) TO PREVENT LOSS OF STREAM WITHIN RIP-RAP AREAS WITHIN THE RIP-RAP SHALL BE FILLED WITH CREEK/RIVER GRAVEL GRADE WITH THE BOTTOM OF THE PROPOSED STREAM CHANNEL. VOIDS THE STREAM CHANNEL. THE TOP OF THE PROPOSED RIP-RAP SHALL BE AT2. RIP-RAP SHALL BE PLACED AS TO MIMIC THE PROPOSED CONTOURS OF BASED ON CAD FILES RECEIVED ON 12/11/2018. REPRESENTS THE CURRENT MNAA TARI PROJECT1. THE DASHED LINEWORK SHOWN ON THIS SHEETSPECIAL NOTES: C

UT

FIL

L

FILL

FIL

L

FIL

L

FIL

L

CUT

FILL

CU

T

FILL

R.O.W. & FENCE

PROP. C.A.

R.O.W. & FE

NCE

PROP. C.A.

A

A

FIL

L

TE

MP. C

ON

ST. E

SM

T.

CU

T

CUT

CU

T

A

A

A

A

A

A

A

EXC.RET. WALL.

EXC.RET. WALL.

770

771765

RDS

PB

PB

PB

PB

STA.15+93.12 TEMP. RAMP 3 =

OFF. 12.00' LT.

STA.213+69.24 RAMP B;

TEMP. R

AMP 3

15

c

c

A



NES REMOVAL

NES REMOVAL


(MOVE IN STATE)METRO SEWER ABANDONMENT






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 772+00 TO STA. 784+00

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-13.sht

4/23/2020 3:16:01 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-13

MA

TC

H

LI

NE

ST

A. 1059

+00

SE

E

SH

EE

T

U1-14

MA

TC

H

LI

NE

ST

A. 784

+00

SE

E

SH

EE

T

U1-14

MA

TC

H

LI

NE

ST

A. 772

+00

SE

E

SH

EE

T

U1-12

SE

E

SH

EE

T

U1-12

MA

TC

H

LI

NE

ST

A. 1070

+00

MATCH LINE SEE SHEET U1-6C

CO

NC.

DI

TC

H

POOL

CURB

CU

RB

B

CU

RB

CONC. DITCH

CONC. DITCH

CBDI

RB

CURB CURB

CURB


TDOT ITS RDS#331


TDOT ITS RDS#330

(OPEN BOTTOM)

SPRING BOX

CA

TV

PE

D.

W.V. W.V.


1060

1065

1070

920

925

820

825

I-40

RAMP E

CD ROAD

RAMP D

RAMP D

RAMP D

RAMP B

RAMP B

S.R. 255

SB. S.R. 255

NB. S.R. 255

S.R. 255

SB. S.R. 255

NB. S.R. 255

cc

c

A

c

c

A

c cA c

c

ccA

c

205210

c

A

c

c

405

410

c

A

c

c

cA

2025

2030

775

780

c

cc

A

c

STA.919+99.98 S.R.255 SB

STA.818+70.68 S.R.255 NB

E 1772909.5929

N 659083.7008

OFF.64.00' RT

STA.776+04.73 S.R.255;

STA.827+10.03 S.R.255 NB =

OFF.9.00' RT

STA.783+39.79 S.R.255;

OFF.9.00' LT

STA.783+39.79 S.R.255;

STA.928+24.64 S.R.255 SB =

STA.775+14.96 S.R.255; OFF.0.00'=

STA.529+58.88 RAMP E=

c

A

c

A

cc

c

N

24

25

& ALLEN

FORKUM LYMAN G.

& ALLEN

FORKUM LYMAN G.

27

LLC

PARTNERS,

MAC

NASHVILLE

TARA OF

21

2626

LLC

NNP ROYAL,

36

STATE OF TENNESSEE

RA

MP 216C (ASP.)

ASP.

RAMP 216 (ASP.)

JERSEY BARRIER WALL

6P/T/C

BOX

TOP-548.73

TOP-551.14

I-40 W.B. (ASP.)

I-40 E.B. (ASP.)

WOODS

WOODSWOODS

BOT-542.35

BOT-541.73

I-40 EB

ON-R

AMP

2P

2P

2P

2P

2P

2P

POWER

POWER

FIBER

FIBER POWER

FIBER

POWER

POWER

12'

12'

12'

12'

12'

12'

12'

12'

12'

STR-4

BEGIN IMPACT

STR-4

SEP-1

(TO BE REMOVED)O.H. SIGN STR.



ADJACENT MNAA PROJE

CT

EXIST. JERSEY BARRIER WALL


(RELOCATED)

STR-4RELOCATED

SEP-1 / BEGIN STR-4

(RELOCATED)

STR-4

STR-4

BEGIN IMPACT

18" ST

179' PROP

18" ST

335' PROP


SIGN STRUCTURE 7

PROP. OVERHEAD

CUT

CUT

CUT

CUT

CUT

CUT

CUT

CUT

CUT

FILLC

UT

CUT

CUT

CU

T

A

A

B

PRE-SPLIT BENCH

775

PB

PB

RD

S

c

c

c A

TEMP.

RAMP 2

TEMP. RAMP 2

TEMP FILL TEMP CUT

1520


OFF. 12.00' RT.

STA.2027+09.36 CD ROAD;

OFF. 12.00' RT.

STA.2029+00.00 CD ROAD;


10

A

RAMP 4

TEMP.

TE

MP C

UT

c

cc

c

A

TEMP. RAMP 3

NES REMOVAL







11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 784+00 TO STA. 788+50

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-14.sht

4/23/2020 3:16:06 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-14

MA

TC

H

LI

NE

ST

A. 784

+00

SE

E

SH

EE

T

U1-13


SEE SHEET U1-15

MA

TC

H

LI

NE

ST

A. 1059

+00

SE

E

SH

EE

T

U1-13


C

MA

TC

H

LI

NE

ST

A. 1046

+00

SE

E

SH

EE

T

U1-5

FLAG

RW

RW

RWRW

CO

NC.

DITC

H

EW

CURB

CURB

CURB

CURB

CURB

CURBCURB

CURB

CURB

CU

RB

CURB

CURB

CURB

CURB

CURB

CURB

CURB URB

RW

RW

CB

EW

CB

BB.

CURB

CURB

CURB

CURB

CU

RB

CURB

CURB

CURB

CURB

CURB

CURB

CURB

G

&

G

G

&

G

CURB

CURB

CURB

CURB

CURB

MH

MH

POLESIGNALEXIST.

POLESIGNALEXIST.

R3_108TRAFFIC CAMERA

TDOT ITS

1050 1055

RAMP A

I-40

CD ROAD

RAMP A

RA

MP A

S.R. 2

55

200

c c c

cc

c

A

c

OL

D D

ON

ELS

ON PIK

E S

B.

OL

D D

ON

ELS

ON PIK

E N

B. 20

c

c

c

A

c

c

A

c

415420

425

cc

2010 20152020

785

c

A

OFF.0.00' LT

STA.786+12.17 S.R.255;

STA.24+58.62 OLD DONELSON N =

STA.10+00.00 OLD DONELSON S =

OFF.0.00'

STA.102+98.99 RAMP A;

OFF.24.00' RT

STA.2019+00.00 CD ROAD;

STA.200+00.00 RAMP B=

RAMP B

RAMP D

c

c

A

c

c

A

c

c

A

105

110

BEGIN MILL & OVERLAY

STA. 786+50.00 S.R. 255

N

11

1

10

WALKER, JOHN D.

12

MOORE, JOHNNY ET UX

AIRPORT AUTHORITY


HOTELS, LLCMUKAM

21

NASHVILLE

TARA OF

HOTELS, LLCMUKAM

11A

ASP.

RAMP 216C (ASP.)

ATT

ATT

ATT

CONC

W.V.

W.V.

TOP-563.60

W.V.

ON RAMP (ASP.)

ON RAMP (

ASP.)

OFF RAMP (ASP.)

OFF RAMP (ASP.)

ASP.

ASP.

AT

T

ATT

4' STEM

W.M.

W.V.

CONC BOX

W.V.

JERSEY BARRIER WALL

6P/T/C

2 SPAN GIRDER

BOX

BOX

6P/T/C

33P/T/C

6P/T/C

G.V.

G.V.

ASP.

CP-S88

19-040-88

BOX HEATER

WATER

W.M.W.M.W.M.

W.M.


CONTROL POINT TABLE

S88 19-040-88659023.6877 1771740.2260 564.1010 -185.33781056+35.80

ID#19I00400127

TO

RE

MAI

N2

SP

AN

GI

RD

ER

CHAIN LINK

CHAIN LINK

WOODS

WOODS

CHAIN LINK

WOODS

I-40 W.B. (ASP.)

I-40 E.B. (ASP.)

6-S-BR-BUS

CA

NO

PY

1-S-BR-BUS

7-S-BL-BUS

SR 255 /

DO

NE

LS

ON

PK (

AS

P.)

CURB

G

&

G

G

&

G

CHAIN LINK

C & G

2P

BY RADISSON

& SUITES

COUNTRY INN

& SUITES

HAMPTON INN

CURB

CURB

CURBCONC.

CURB

CONC.

CURB

CURB

S.W.

S.

W.

S.

W.

POWER

POWERPOWER

POWER

FIBER/POWER

POWER

POWER

1P/C

3-GW

12'

12'

12'

12'

12'

12'

12'

12'

12'

BE REMOVEDEX. FENCE TO

BE REMOVEDEX. FENCE TO



POLE

SIGNAL

TEMP

POLE

SIGNAL

TEMP

ROCKFALL WALL NO. 2

REPLACEDBE REMOVED & EX. FENCE TO

SEEDED AND MULCHED.OBLITERATED, TOPSOIL,TO BE SCARIFIED,CROSS-HATCH AREA

WWC-3/EPH-3

END IMPACT

STR-3

WWC-3/EPH-3WWC-5/EPH-5

WWC-5/EPH-5

END IMPACT

WWC-4/EPH-4

BEGIN IMPACTWWC-4/EPH-4

WWC-5/EPH-5

BEGIN IMPACT

WWC-3/EPH-3

BEGIN IMPACT

WWC-4/EPH-4

END IMPACT

WW

C-3/E

PH-3

POLE

TEMP. SIGNAL

STR-3

BEGIN IMPACT

STR-3

END IMPACT




JERSEY BARRIER WALL

JERSEY BARRIER WALL ID#19I00400127

TO

RE

MAI

N2

SP

AN

GI

RD

ER

WWC-3/EPH-3

STOP

STOP

WW

C-3/E

PH-3

40' x 10' CLASS C

RIP RAP BASIN

30" RCP EXT.

42' OF PROP.

18"

18"

18"

18"

18"

18"

18"

WWC-3/EPH-3

END IMPACT

WWC-3/EPH-3

BEGIN IMPACT

DURING TEMP. RAMP 1 CONST.)

(RELOCATED AND ESTABLISHED

WWC-5/EPH-5

303' OF EX. 30" PIPE

INV-502.27

STR-3

STR-3

END IMPACT

STR-3

IMPACT

BEGIN

WWC-5/EPH-5

END IMPACT

WWC-5/EPH-5

BEGIN IMPACT


FLOW OVER THE RIP-RAP AND THAT FLOW IS NOT LOST BELOW OR WITHIN THE ROCK. BEFORE PLACEMENT. THE CONTRACTOR SHALL ENSURE THAT WATER WILL PREVENT LOSS OF STREAM WITHIN RIP-RAP AREAS AND SHALL BE BLENDED RIP-RAP SHALL BE FILLED WITH CREEK/RIVER GRAVEL (ITEM # 303-20.02) TO WITH THE BOTTOM OF THE PROPOSED STREAM CHANNEL. VOIDS WITHIN THE STREAM CHANNEL. THE TOP OF THE PROPOSED RIP-RAP SHALL BE AT GRADE2. RIP-RAP SHALL BE PLACED AS TO MIMIC THE PROPOSED CONTOURS OF THE MNAA TARI PROJECT BASED ON CAD FILES RECEIVED ON 12/11/2018.1. THE DASHED LINEWORK SHOWN ON THIS SHEET REPRESENTS THE CURRENT SPECIAL NOTES:

CUT

CUT

CUT

CUT

CUT

CUT

CU

T

CUT

CUT

CUT

CUT

CUT

FIL

L

FIL

L

TEMP. CONST. E

SMT.

CUT

CUT

CUTFILLFIL

L

RET. WALL. EXC.

PROP. C.A. FENCE

CUT

PRE-SPLIT BENCH PRE-SPLIT BENCH

CUT

CUT

785

786

787

PB

PB

PB

PB

PB

PB

RD

S

PB

TEMP. RAMP 1

TEMP. RAMP 1

10

15c

c

c

A

c


OFF. 36.00' RT.

STA.2008+65.40 CD ROAD;

TEMP FILL

TEMP FILL

W.V.

W.V.

W.V.

W.M.

W.V.

W.V.

W.M.W.M.W.M.

W.M.

T

P

P

P

P

P

G.V.

G.V.


REMOVALNES & COMMUNICATIONS

ABANDONEDPIEDMONT GAS

RELOCATIONNES & COMMUNICATIONS

(MOVE IN STATE)RELOCATION METRO WATER

TO REMAIN IN PLACEAT&T UNDERGROUND

TO REMAIN IN PLACEAT&T UNDERGROUND

TO REMAIN IN PLACEPIEDMONT GAS







11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 788+50 TO STA. 796+66.6

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-15.sht

4/23/2020 3:16:11 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-15

MA

TC

H

LI

NE

ST

A. 788

+50

SE

E

SH

EE

T

U1-14

MB

FLAGFLAG

FLAG

FL

AG

FL

AG

EW

EW

EW

EW

UR

B

RW

RW

PO

OL

PO

OL

EW

EW

EW E

W

EW

EW

EW

EW

EW

CB

CB C

B

CB

DI

CB

CB

CB

CB

CB

CB

DI

BB.

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

G & G

G & G

CURB

CU

RB

CU

RB

CURB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

G

&

G

G & G

G

&

G

G

&

G

G

&

G

G

&

G

G & GG & G

CU

RB

CU

RB

CURB

CU

RB

CURB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CURB

CURB

CU

RB

CURB

CURB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CU

RB

CU

RB

CURB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CU

RB

CURB

CU

RB

CURB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CU

RB

CURB

CU

RB

CURB

CU

RB

CU

RB

CU

RB

CURB

CU

RB

CU

RB

CURB

G&

G

G.M.

W.V.

W.V.

W.V.

W.V.

W.V.

G.V.

G.V.

G.V.

TE

L.

PE

D.

W.V.

W.M.

MH

MH

MH

MH

MH

MH

S.R. 255

790

795

c

c

c

A

c

OFF.45.00' LT

STA.789+00.00 S.R.255;

STA.100+00.00 RAMP A=

c

c

100

STA.796+60.00 S.R.255

LIMIT OF MILL & OVERLAY

STA.792+00.00 S.R.255

LIMIT OF CONST.

E 1771748.1979

N 659846.9915

19008-2195-44


END PROJECT NO. NH-I-40-5(146)(CONST.)

N12

13

14 15

16

17

18

19

HH HPTWN PROPERTIES LLC.

20

OWC, LTD.

ET UX

MOORE, JOHNNY

ET UX

MOORE, JOHNNY

NASHVILLE, LLC

TPS PARKING

LLC

HOLDINGS,

EZELL INC.

EXPRESS,

MAPCO

CORP.

DEVELOPMENT

DRURYUSA001,LLC

ARC CAFE

21

NASHVILLE

TARA OF

ATT

TOP-555.08

CONC

AT

T

ATTATT

TOP-557.42

VENT PIPE?

TELETELE

TELE

TOP-557.22

ATT

G.V.

W.M.

W.V.

W.V.

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

W.M.

W.M.

W.V.

W.M.W.V.

G.V.

G.V.

G.V.

W.V.W.M.

CANOPY

E-85

TOP-552.27

TOP-552.22

DU

MP

ST

ER

TOP-552.37

GREASE TRAP

6P/T/C

6P/T/C

6P/T/C

6P/T/C

6P/T/C6P/T/C

3P/T/C

2

4

3P/

T/

C

4

PHONE

PHONETOP-561.02

TOP-548.67

CP-S8719-040-87

TOP-553.58

BOX HEATER

WATER BOX HEATER

WATER

W.V.W.V.


CONTROL POINT TABLE

S87 19-040-87659789.0773 1771707.9190 553.3860 -944.79921055+35.39

C.O.

(LED)GAS PRICES

CANOPY

1-

S-

BR-

BU

S

CA

NO

PY

CA

NO

PY

CA

NOP

Y

1-S-BR-RES

CA

NO

PY

CA

NO

PY

CA

NO

PY

1-S-BR-BUS

CANOPY

1-

S-

BR-

BU

S

CANOPY

1-S-BR-BUS

1-S-BR-BUS

6-

S-

BR-

BU

S

1-S-BR-BUS

W/HANDRAIL

CURB

G & G

G & G

G & G

G

&

GC

UR

B

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

G & G

G

&

G

G

&

G

G

&

GG & G

G

&

G

CU

RB

CU

RB

CU

RB

CU

RB

CU

RB

CURB

CURB

CU

RBR

EG

UL

AR

DI

ES

EL

PRE

MI

UM

BOT-544.12

BOT-546.08

BOT-547.12

BOT-553.84

BOT-552.86

BO

T-551.47

SR 255 / DONELSON PK (ASP.)

RO

YA

L

PK

WY

RO

YA

L

PK

WY

SR 255 / DONELSON PK (ASP.)

SH

EL

L

THE PARKING SPOT BP

MAPCO

DR

UR

Y I

NN

&

SUI

TE

S

WENDY'S

RACEWAY

RE

T.

WA

LL

FUEL TANKS

ST

EE

L

PO

ST

FUEL TANKS

E.P.A. CERTIFICATION NO. 51-90615

RACEWAY NO. 960

TANK NO. CAPACITY FUEL TYPE

10,000 GALLONS DIESEL 1

2 10,000 GALLONS PREMIUM

REGULAR

E-85 10,000 GALLONS

10,000 GALLONS3

4


1 DIESEL

2 PREMIUM

REGULAR

10,000 GALLONS

10,000 GALLONS3

10,000 GALLONS


BP STATION NO. 24452


DIESEL

PREMIUM

REGULAR

10,000 GALLONS

10,000 GALLONS

10,000 GALLONS


DAILY'S NO. 8801

1

2

3

TANKS

FUEL

CU

RB

CO

NC.

S.W.

S.W. CO

NC.

S.W.

CURB

CO

NC.

S.W.

CU

RB

CU

RB

CO

NC.

CU

RB

S.W.

S.W.

CU

RB

CO

NC.

CU

RB

S.W.

CO

NC.

S.W.

S.W.

S.W.

T

EX. 15"


OW O

VE

R T

HE RIP-R

AP A

ND T

HA

T F

LO

W IS N

OT L

OS

T B

EL

OW O

R W

ITHIN T

HE R

OC

K.

FO

RE P

LA

CE

ME

NT. T

HE C

ON

TR

AC

TO

R S

HA

LL E

NS

UR

E T

HA

T W

AT

ER W

ILL

EV

EN

T L

OS

S O

F S

TR

EA

M W

ITHIN RIP-R

AP A

RE

AS A

ND S

HA

LL B

E B

LE

ND

ED

-RA

P S

HA

LL B

E FIL

LE

D W

ITH C

RE

EK/ RIV

ER G

RA

VE

L ( IT

EM # 3

03- 2

0.0

2) T

OT

H T

HE B

OT

TO

M O

F T

HE P

RO

PO

SE

D S

TR

EA

M C

HA

NN

EL. V

OID

S W

ITHIN T

HE

RE

AM C

HA

NN

EL. T

HE T

OP O

F T

HE P

RO

PO

SE

D RIP-R

AP S

HA

LL B

E A

T G

RA

DE

-RA

P S

HA

LL B

E P

LA

CE

D A

S T

O M

IMIC T

HE P

RO

PO

SE

D C

ON

TO

UR

S O

F T

HE

AA T

ARI P

ROJE

CT B

AS

ED O

N C

AD FIL

ES R

EC

EIV

ED O

N 1

2/1

1/2

018.

E D

AS

HE

D LIN

EW

OR

K S

HO

WN O

N T

HIS S

HE

ET R

EP

RE

SE

NTS T

HE C

UR

RE

NT

IAL N

OT

ES:

FILL

CUT

FILL

W.M.

W.V.

W.V.

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

W.M.

W.M.

W.V.

W.M.W.V.

W.V.W.M.

BOX HEATER

WATER BOX HEATER

WATER

W.V.W.V.

C.O.

T

P

P

G.M.

G.V.

G.V.

G.V.

G.V.

G.V.

G.V.

G.V.

RELOCATIONPIEDMONT GAS

RELOCATIONPIEDMONT GAS

(MOVE IN STATE)RELOCATION METRO WATER






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA.1078+00 TO STA.1089+00

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-16.sht

4/23/2020 3:16:16 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-16

MATCH LINE SEE SHEET U1-16C MA

TC

H

LI

NE

ST

A. 1089

+00

SE

E

SH

EE

T

U1-17

SE

E

SH

EE

T

U1-12

MA

TC

H

LI

NE

ST

A. 1078

+00

SE

E S

HE

ET

U1-12

MA

TC

H

LI

NE S

TA. 305+00

EW

GROUND OBSCURED

MAI

NT.

RD.


TDOT ITS RDS#332

AIRPORT

AIRPORT

APPROACH

APPROACH

LIGHTS

LIGHTS

(GIS)

(GI

S)

(GIS)

(GI

S)

(GI

S)

(GI

S)

1080 1085

I-40

RAMP C

CD ROAD

305

310

c

c

A

c cA c

2040 2045

2050

c

A

c

STA.310+50.15 RAMP C=

12.00' OFF.RT

STA.2045+27.02 CD ROAD;

A

N

23

AIRPORT AUTHORITY



STREAMBED

EDGE OF CREEK

TOP OF BANK

JERSEY BARRIER WALL

ASP. BOX

BOX

CP-S93

19-040-93


CONTROL POINT TABLE

S93 19-040-93658595.1892 1774200.8220 489.1450 85.75421081+15.24

I-40 E.B. (ASP.)

I-40 W.B. (ASP.)

FE

MA F

LO

OD

WA

Y

FEMA ZONE AE

FE

MA F

LO

OD

WA

Y

FE

MA Z

ON

E A

E

LOCATED

GRAPHICALLY

TOP-455.50

BOT-444.98

POWER

POWERFIBER

POWERFIBER/POWER


(GIS)

(GIS)BY MNAA DURING THE FIELD SURVEY.



CREEK)

(MCCRORY

STR-5

PERM. IMPACT

WTL-3 0.368 AC.

WWC-13/EPH-12

WWC-12/EPH-11

STR-6

WWC-11/EPH-10

STR-6

WWC-9/EPH-9

STR-5

BEGIN IMPACT-1

STR-5

END IMPACT-1

STORM INSTALLATIONEXIST. BARRIER FORREMOVE & REPLACE



WTL 4

STR-7

STR-7

BEGIN IMPACT

STR-7

END IMPACT

WETLAND IMPACTS (WTL-3)LEGEND


VOLUME OF TEMPORARY IMPACT = 82 C.Y.


AREA OF TEMPORARY IMPACT = 0.051 AC.

TEMP. IMPACT

WTL-3 0.051 AC.

R/W 2

0L P

RO

TE

CT

ED AIR S

UR

FA

CE (

RP

Z) R/W 20L PROTECTED AIR SURFACE (RPZ)

R/W 20L PROTECTED AIR SURFACE (RPZ)

WTL-3

WWC-9/EPH-9

STR-6

STR-6

WWC-12/EPH-11

WWC-13/EPH-12

WWC-11/EPH-10

WTL 4

R.O.W. HAVE BEEN APPROVED BY MNAA.

ACTIVITIES OUTSIDE OF THE PROPOSED

AROUND WTL-3 ONLY. NO OTHER

AND REMOVE HIGH-VISIBILITY FENCING

CONTRACTOR SHALL INSTALL, MAINTAIN

CONC. BOX EXT.42' OF 2@12'x10'

CREEK)(MCCRORY

STR-5

CONC. BOX CULVERT

2@12'x10'

279' OF EX.

24" ST24" ST

STR-5

BEGIN IMPACT-1

STR-5

END IMPACT-1

FILL

CUT

CUT

CUT

C.A. R.O.W. & FE

NCEPROP.

R.O.W. & FE

NCE

PROP. C.A.

A

CUT

RD

S

LOCATED

GRAPHICALLY


(MOVE IN STATE)METRO SEWER ABANDONMENT







11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA. 507+50 TO STA. 521+25

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-16

C.sht

4/23/2020 3:16:25 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) 16CU1-

SE

E

SH

EE

T

U1-17

MA

TC

H

LI

NE

ST

A. 507

+50

SE

E

SH

EE

T

U1-12

MA

TC

H

LI

NE

ST

A. 521

+25.00


RW

CO

NC.

DI

TC

H

CU

RB

CU

RB

CU

RB

CURB

CURB

CURB

CU

RB

CU

RB

CURB

CURB

CURB

CURB

CURB

CURB

CU

RB

CURB

CURB

CURB

CURB

CURB

CURB

CU

RB

BB

G

CB

RAMP E

STA.550+00.00 RAMP EE=

550

c

OFF. 36.00' LT

STA.519+85.05 RAMP E;

c

c A

520

c

510

515

N28

105 NASHVILLE, LLC

PINNACLE NASHVILLE AIRPORT

29

30

NASHVILLE TN, LLC

RU ELM HILL PIKE

WOODS

WOODS

FE

MA F

LOO

DW

AY

FE

MA F

LO

OD

WA

Y

FE

MA F

LO

OD

WA

Y

FE

MA F

LO

OD

WA

Y

FE

MA Z

ONE A

E

FE

MA Z

ON

E A

E

FE

MA Z

ON

E A

E

FE

MA Z

ON

E A

E

FEMA ZO

NE AE

FEMA ZONE AE

FE

MA Z

ON

E A

E

FE

MA F

LO

OD

WA

Y

FE

MA F

LO

OD

WA

Y

LOCATED

GRAPHICALLY

LOCATED

GRAPHICALLY

TOP-451.05

INV-436.05

BOT-442.62

INV-443.41

TOP-455.80

TOP-453.25

BOT-441.07

STR-5

END IMPACT-2

WWC-9/EPH-9

CREEK)

(MCCRORY

STR-5

STR-5

BEGIN IMPACT-2

PERM. IMPACT

WTL-5 0.105 AC.

PERM. IMPACT

WTL-5 0.015 AC.

TEMP. IMPACT

WTL-5 0.005 AC.

LEGEND WETLAND IMPACTS (WTL-5)



AREA OF TEMPORARY IMPACT = 0.005 AC.

VOLUME OF TEMPORARY IMPACT = 8 C.Y.

NOTES)

WETLAND MITIGATION

(SEE SHEET 2H FOR


WWC-9/EPH-9

CREEK)(MCCRORY

STR-5


CONC. BOX CULVERT

2@12'x10'

279' OF EX.

STR-5

END IMPACT-2

STR-5

IMPACT-2

BEGIN

WTL-5

WTL-5

5' PAST WETLAND LIMITS

1' HIGH BERM EXTENDING

NO

T L

OS

T B

EL

OW O

R W

ITHIN T

HE R

OC

K.

E

NS

UR

E T

HA

T W

ATE

R W

ILL F

LO

W O

VE

R T

HE RIP-R

AP A

ND T

HA

T F

LO

W IS

AN

D S

HA

LL B

E B

LE

ND

ED B

EF

OR

E P

LA

CE

ME

NT. T

HE C

ON

TR

AC

TO

R S

HA

LL

(ITE

M # 3

03-2

0.0

2) T

O P

RE

VE

NT L

OSS O

F S

TR

EA

M W

ITHIN RIP-R

AP A

RE

AS

WIT

HIN T

HE RIP-R

AP S

HA

LL B

E FIL

LE

D W

ITH C

RE

EK/RIV

ER G

RA

VE

L

GR

AD

E W

ITH T

HE B

OTT

OM O

F T

HE P

RO

PO

SE

D S

TR

EA

M C

HA

NN

EL.

VOID

S

T

HE S

TR

EA

M C

HA

NN

EL. T

HE T

OP O

F T

HE P

RO

PO

SE

D RIP-R

AP S

HA

LL B

E A

T

2. RIP-R

AP S

HA

LL B

E P

LA

CE

D A

S T

O MIMIC T

HE P

RO

PO

SE

D C

ON

TO

UR

S O

F

B

AS

ED O

N C

AD FIL

ES R

EC

EIV

ED O

N 1

2/1

1/2

018.

R

EP

RES

EN

TS T

HE C

UR

RE

NT M

NA

A T

ARI P

ROJE

CT

1. T

HE D

AS

HE

D LIN

EW

OR

K S

HO

WN O

N T

HIS S

HE

ET

SP

ECIA

L N

OTES:

CUT

FILL

FILL

FILL

FILL

CUT

CUT

CUT

FILL

FIL

L

FILL

CUT

CUT

CUT

CUT

CUT

CUT

CUT

LOCATED

GRAPHICALLY

LOCATED

GRAPHICALLY

(MOVE IN STATE)VERTICALLY ADJUSTEDMETRO SEWER MANHOLE






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA.1089+00 TO STA.1102+00

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-17.sht

4/23/2020 3:16:29 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-17

MA

TC

H

LI

NE

ST

A. 1102

+00

SE

E

SH

EE

T

U1-18

S

EE

SH

EE

T

U1-16

C

ST

A. 507

+50

MA

TC

H

LI

NE

MA

TC

H

LI

NE

ST

A. 1089

+00

SE

E

SH

EE

T

U1-16

CEM

CEM

CURB

CURB

CURB

CURB

TR

AI

L

EW

EW

EW

EW

UNDER CONSTRUCTION

MAINT. RD.

MAINT. RD.

MAINT. RD.

MAINT.

RD.

MAINT. RD.

MAI

NT.

RD.

MAINT.

RD.

MAINT. RD.

1090

1095

1100

A

I-40 I-40

RAMP E

CD ROAD

I-40

2055 2060

cA c A


END PROJECT NO. NH-I-40-5(146)(R.O.W)

E 1776176.8624

N 659162.1510

60.00' OFF.LT

STA.1097+15.00 I-40;

STA.499+64.18 RAMP E=

19008-2195-44

cA

c

500

505

N

32

31

CEMETERY

33

23

AUTHORITY

AIRPORT

NASHVILLE

METROPOLITAN

AIRPORT AUTHORITY


34

AIRPORT AUTHORITYMETROPOLITAN NASHVILLE

35

NASHVILLE TN, LLC

RU ELM HILL PIKE

30

IMP. ASSN.CEMETERY

BRYANTOWN

SUSAN J.MCMAHAN,

CON MON

CON MONCON MON

CON MON

CON MON

CON MONCON MON

CON MONCHAIN LINK

CH

AI

N

LI

NK

I-40 (ASP.)

JERSEY BARRIER WALL

JERSEY BARRIER WALL

BOX

CP-S94

19-040-94


CONTROL POINT TABLE

S94 19-040-94658704.1456 1775011.6930 494.8780 82.52151089+22.19

WOODS

WOODS

WOODS

WOODS

WOODS

TRAFFIC CAMERA R3_109TDOT ITS



R/W 20L PR

OTEC

TED AIR SU

RFAC

E (RPZ)

FILL

CUT

CUTCUT

CUT

C.A. R.O.W. & FENCE

PROP.

C.A. R.O.W. & FE

NCEPROP.

AA

A

A

A

FILL

PB

PB






11

10

9

8

7

1213

15

16

17

18

6

5 144 16C

6C

6E

SHEET INDEX

CONST. 2020

CONSTRUCTABILITY

REVIEW

REFERENCE

UTILITY

STA.1102+00 TO STA.1111+00

SCALE: 1"= 50'\\N

A-F

S-04\na_nf05\4313300\01

Work\01

CA

D\T\U

1-18.sht

4/23/2020 3:16:35 P

M


STATE OF TENNESSEE

SEALED BY

SHEET


NH-I-40-5(146) U1-18

MA

TC

H

LI

NE

ST

A. 1102

+00

SE

E

SH

EE

T

U1-17

MB

TRAIL

EW

EW

EW

EW

UNDER CONSTRUCTION

CB

CBJERSEY BARRIER

CU

RB

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