DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

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DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

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INC.1048 WHITE CEDAR LOG HOMES OF ASHEVILLE, PARTNERSHIP

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895 ASHLEY N SATTERFIELD & GAIL B HATHAWAY

NANCY M BURRELL 894 WILLIE C BURRELL, 893 MICHAEL LAUREN KEENAN

COURTNEY BROOK FOSTER892 CARL BRADLEY FOSTER, &

PATRICIA HARMON891 ROBERT HARMON &

LINDA BRIGGS890 OSCAR E BRIGGS JR & 889 SARAH AND MATTHEW ROBERTS888 TMG INVESTMENTS LLC

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EVE KING884 DAVID MICHAEL KING, MELISSA

CONNECTIONS ARE ALLOWED.CROSS-STREETS ARE GRADE SEPARATED. NO PRIVATE DRIVEWAYFACILITY PROVIDED ONLY VIA RAMPS AT INTERCHNAGES. ALLFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO ANOTE:

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CONNECTIONS ARE ALLOWED.CROSS-STREETS ARE GRADE SEPARATED. NO PRIVATE DRIVEWAYFACILITY PROVIDED ONLY VIA RAMPS AT INTERCHNAGES. ALLFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO ANOTE:

upon a municipal agreement with the City of AshevilleBicycle and pedestrian accommodations are contingentNOTE:

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

STREAM BUFFER ZONE

WETLAND LIMITS BOUNDARY

PL

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

HISTORIC PROPERTY BOUNDARY

EXISTING UTILITY EASEMENT

CEMETERIES

PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER

PROPOSED MULTIUSE PATHS / GREENWAYS

POTENTIAL NOISE ABATEMENT AREAS

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

STREAM BUFFER ZONE

WETLAND LIMITS BOUNDARY

PL

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

HISTORIC PROPERTY BOUNDARY

EXISTING UTILITY EASEMENT

CEMETERIES

PROPOSED STRUCTURES, ISLAND, CURB AND GUTTER

PROPOSED MULTIUSE PATHS / GREENWAYS

POTENTIAL NOISE ABATEMENT AREAS

upon a municipal agreement with the City of AshevilleBicycle and pedestrian accommodations are contingentNOTE:

BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL.TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET,MEET THE FEASIBLE AND REASONABLE CRITERIA WITHIN THE NCDOTTO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONSDETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGNWHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORETHE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR

POTENTIAL NOISE ABATEMENT AREA

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0

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C

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BUNCOMBE COUNTY

BU

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OM

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LL 4 O

F 7

ROLL 4 OF 7

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F 7

I-40 TO US-19-23-70 NORTH OF ASHEVILLE

I-26 CONNECTOR

F.A. PROJECT MANHF 26-1(53)

TIP PROJECT I-2513 (34165.1.2)

F.A. P

ROJE

CT

MA

NH

F 26-1(

53)

TIP P

ROJE

CT I-2513 (3

416

5.1.2)

I-40 T

O

US-19-23-70 N

OR

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OF

AS

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LE

I-26 C

ON

NE

CT

OR

I-40 T

O

US-19-23-70 N

OR

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OF

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LE

I-26 C

ON

NE

CT

OR

F.A. P

ROJE

CT

MA

NH

F 26-1(5

3)

TIP P

ROJE

CT I-2513 (3

416

5.1.2

)

DESIGN PUBLIC HEARING MAP

DESIG

N

PU

BLIC

HE

ARIN

G

MA

PD

ESIG

N

PU

BLIC

HE

ARIN

G

MA

P

(ENGLISH)

0' 100' 200'100'

50'

0.04 0.040.04 0.02 0.02 0.02 0.020.04

-LB- (I-26)

10' 6' 18' 14' 35' 14'

TYPICAL SECTION I-26

IMAGERY DATE - MAR. 2015

NC ONEMAP GEOSPATIAL PORTAL

AERIAL PHOTOGRAPHY OBTAINED FROM

(ENGLISH)

0' 100' 200'100'

50'

0.02 0.040.04 0.02 0.020.040.02 0.04

-240EB- (I-240 EB)-240WB- (I-240 WB)

10' 6' 18' 14' 14'10' 6' 18' 14' 18' 6' 10'14'

0.02 0.02

2:1 MAX

2:1 MAX

0.02

-Y7- (PATTON AVENUE)

12' 12' 12' 12' 12' 12'

2'

25'

2'10'

MULTI-USE PATH

2:1 MAX

2:1 M

AX

0.02

11'

6'

I-26

Max. Superelev. = 0.06 ON BRIDGES

Max. Superelev. = 0.08

Design Speed = 60 MPH

Functional Class. = INTERSTATE

DESIGN DATA

I-26/I-240

I-26/I-240

PATTON AVE

TRAFFIC DIAGRAM

N/A

N/A N/A

111,600

50,000

60,600

27,600

9,600

5,000

64,40094,400

600

54,800

6,000

2015 ADT

2040 ADT

PATTON AVE

95,20034,600 IN

TERS

TATE

26

INTE

RSTA

TE

240

INTERSTATE

240

INTERSTATE

240

INTERSTATE

26

INTERSTATE

240

preliminary and are subject to change.

on these maps, including utility easements, are

and potential utility easements. The designs shown

these maps is limited to locations of major existing

on other displays. The utility information shown on

proposed utilities are not shown on these maps or

To provide greater visual clarity, existing and

UTILITY INFORMATION:

RIV

ER

SID

E D

R

RO

BE

RTS S

T

HAYWOOD ST

FLO

RID

A A

VE

HAZEL M

ILL RD

HA

NS

EL A

VE

RE

GE

NT P

AR

K B

LV

D

AN

NIE S

T

TOXAW

AY ST

DE

LL

WO

OD S

T

VA

ND

ALIA A

VE

RIC

HLA

ND S

T

HAZEL MILL RD

WE

ST

WO

OD P

L

EM

MA R

D

CRAVEN ST

CLUB ST

PARK PL

W HAYWOOD S

T

HILLIARD AVE

PA

RK A

VE N

JE

FF

ER

SO

N D

R

CLIN

GM

AN A

VE

W HAYWOOD S

T

RIV

ER

SID

E D

R

MIC

HA

EL S

T

HILL S

T

BA

RFIE

LD A

VE

BA

Y S

T

GU

DG

ER S

T

CO

UR

TLA

ND A

VE

CROSS PL

PE

AR

L S

T

PATTON AVE

ATKINSON ST

FA

YE

TTE

VIL

LE S

T

BU

FF

AL

O S

T

OHIO ST

ED

GA

R S

T

RE

SO

RT D

R

EM

MA R

D

801

800802

805

806804

803

878

879

880

881

882

883809

808807

821

822

823

825

824

826

827

810

811

830

831

832

813

812

814816

833

834

818

817

819

820

837835

836

839

840

848

849847

850

851

852

842

841

843

844

853

856

838

860

857

858

859

855854

845846

862

861 863

864

873

874

875

876

866

867865

868869

870872

871

815

828

829

877

884 885

886

887

888

890

891

892

893

894

898899

900

901

902

903

904

905

911

912913

914

915

916

917

910

909

908

907

906

933

934937

936

935

921

922923

924

920

919

925

918926

929927

928

932

931

930

889

895

897

896

939

938

940942

941

949

948

954

947

946

943 944

945

950

951

952

953

955

956

957

958959

960 961

962963

965

964

966969

967968

970

971

972

974 975 976

973

978

977979

980981

982983

984

985

986987

988

989

990

991

992

993

996

995

994

997

998

999

1001

1000

1002

1003 1004

1005

1006

1007

1008

1009

1010

1011

1012

1013

1014

1015

1016

1017

1018

1019

1020

1021

1025

1026

1024

1023

1022

1027 1028

10301029

1031

1034

1032

1035

1033

1036

1037

1040

1039

1041

1042

1043

1045

1044

1047

1048

1046

1050

1051

1049

1052

1053

1054

1059

1038

1060

1061

1062

1063

1064

1065

1066

1067

1068

1069

1070

1071

1072

1073

1074

1075

1076

1078

1079

1080

10811082

1083

1084

1086

1085

1087

1088

1089

1090

1077

1056

1057

1058

1046

1043

1055

1059

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPB

HPBHPB

HPB

HPB

HPB

HPB

HPB

HPB

WLB

WLB

WLB

-LB-

L = 1,210.11'

PIs Sta 14+73.37

ST = 117.07'

LT = 234.08'

Ls = 351.00'

F

R = 2,200.00'

T = 620.78'

D

PI Sta 22+11.08 PIs Sta 29+17.47F

Ls = 351.00'LT = 234.08'ST = 117.07'

ST = 111.78'

LT = 223.46'

Ls = 335.00'

PIs Sta 40+15.39

F

R = 1,605.00'

L = 855.11'

PI Sta 45+64.89

T = 437.96'

D

LT = 223.46'

Ls = 335.00'

F

PIs Sta 50+93.82

ST = 111.78'

0000

0000

WLB

BZ

HPB

0000

0000

WLB

BZ

HPB

-Y7-

-LB-

-Y25-

-Y31-

-Y32-

-Y34--Y30-

-Y7RPC-

-Y7

RPB-

-Y29-

-Y7R

PD-

-Y24-

-Y28-

-Y28

A-

-240

WB-

-240

EB-

-Y23F-

-240E

B-

-LB-

RET

AININ

G

WALL

RETAININ

G

WALL

RETAININ

G WALL

RETAININ

G

WA

LL

RETAININ

G

WA

LL

RETAININ

G

WA

LL

-Y23E-

36'

48'

72'

50'

60'

48'

60'

48'

36'

24'

24'

48'

60'

48'

48'

60'

36'

24'

24'

32'

36'

48'28'

24'

24'

36'

24'

16'

44'

36'

24'

32'

48'

36'

-Y7R

PD

D-

-Y7R

PA-

-23S

B-

32'

48'24'

-Y7_WB-

-Y7_EB- 36'

FREN

CH

BR

OA

D

RIV

ER

SMITH MILL CREEK

SMITH MILL CREEK

36'

-Y7_WB-

-Y7_EB-

A

B C

D

32'

32'

24' 16'

40'

24'

20'

32'

24'

C.G. WORLEY HOUSE

HISTORIC PROPERTY

BUNCOMBE COUNTY BRIDGE #323

SO

UTH

ERN

RAILR

OA

D

BRID

GE

MINNIE ALEXANDER

COTTAGE HISTORIC

HAYWOOD UNITED

METHODIST CHURCH

WHITEFORD G.

SMITH HOUSE

RETAININ

G

WA

LL

WES

T AS

HEVILLE G

REEN

WAY

WES

T AS

HEVILLE G

REEN

WAY

WEST ASHEVILLE GREENWAY

RETAININ

G

WALL

TO ASHEVILLE

SMITH MILL CREEK GREENWAY

SMITH MILL CREEK GREENWAY

35'

35'

48'

36'

60'

26' 16'

-LB- CS Sta. 28+00.40

-LB- ST Sta. 31+51.40

-LB- TS Sta. 37+91.93

-LB- SC Sta. 41+26.93

-LB- CS Sta. 49+82.04

-LB- ST Sta. 53+17.04

-LB- TS Sta. 59+88.69

NO

RFO

LK S

OU

TH

ER

N

RAIL

WA

Y

CP

&L RIG

HT O

F

WA

Y

PRO

GRESS EN

ERG

Y RIG

HT O

F

WA

Y

MSD EASEM

ENT

MSD

EASE

MEN

T

MS

D

EASE

MEN

T

MS

D

EASE

ME

NT

MS

D

EASE

MEN

T

SAM'S CLUB

NEW BELGIUM

BREWING COMPANY

WESTGATE REGIONAL

SHOPPING CENTER

HILL STREET

BAPTIST CHURCH

ISAAC DICKSON

ELEMENTARY SCHOOL

HILLCREST APARTMENTS

-LB- POC Sta. 18+61.06

BEGIN STIP I-2513B

END STIP I-2513A

MATCHLINE A SEE ROLL 5

MATCHLINE B SEE ROLL 5

MATCHLINE SEE RO

LL 3