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-I26NB- ST 37+98.26 =

-I26A- POC 37+98.26

(25’ RT)

-I26N

B- SC

74+47

.98

PIs Sta 24+80.91

s = 4%%d 07’ 28.9"F

Ls = 330.00’

LT = 220.06’

ST = 110.05’

PI Sta 32+20.98= 30%%d 44’ 40.4" (LT)D

D = 2%%d 29’ 59.3"

L = 1,229.87’

T = 630.13’

R = 2,292.00’

PIs Sta 39+30.78

s = 4%%d 07’ 28.9"F

Ls = 330.00’

LT = 220.06’

ST = 110.05’

15+00

20+00

25+00

30+

00

35+

00

40+

00

45+

00

50+

00

55+

00

60+

00

65+

00

70+

00

75+

00

80+00

-I40W

B-

CS 3

3+75.0

6

-I40W

B-

SC

47+27.8

4

-I40W

B-

ST

58+79.5

0

-I40W

B-

CS 5

6+69.5

0

-I40W

B-

SC

67+91.1

9

-I40W

B-

TS 6

5+11.1

9

-I40E

B-

PO

T 8

5+52.9

6 (

25’

RT

)

-I40W

B-

ST

83+57.4

5 (

25’

LT

)

-I40W

B-

CS 8

0+77.4

5

-I40EB

- SC

37+01.0

2

-I40EB

- TS 3

4+21.02

-I40E

B-

ST

59+50.1

4

-I40E

B-

CS 5

6+70.1

4

-I26A- SC 25+90.85

-I26A- TS 22+60.85

-I26A- CS 38+20.72

-I26A- ST 41+50.72 =-I26SB- POT 41+50.72 (25’ LT)

-I26NB- ST 39+98.26

-I26SB- TS 65+81.76

-I26SB- SC 68+21.76

-I26NB- SC 60+35.62

-I26NB- TS 57+95.62

-I26NB- CS 72+07.98

SE = 0.06

Vd = 70 mph

PIs Sta 38+64.93

s = 2%%d 28’ 22.2"F

Ls = 200.00’

LT = 133.35’

ST = 66.68’

PIs Sta 59+55.65

s = 3%%d 00’ 56.0"F

Ls = 240.00’

LT = 160.02’

ST = 80.02’

PI Sta 66+35.07

D = 29%%d 27’ 39.7" (RT)

D = 2%%d 30’ 46.7"

L = 1,172.36’

T = 599.44’

R = 2,280.00’

SE = 0.06

Vd = 70 mph

PIs Sta 67+41.80

s = 3%%d 59’ 50.6"F

Ls = 240.00’

LT = 160.04’

ST = 80.04’

PI Sta 81+37.31

D = 74%%d 49’ 16.8" (RT)

D = 3%%d 19’ 52.1"

L = 2,246.11’

T = 1,315.55’

R = 1,720.00’

SE = 0.06

Vd = 60 mph

I-26A CURVE DATA

-I26NB- CURVE DATE

-I26SB- CURVE DATE

PIs Sta 61+16.92

s = 5%%d 39’ 12.6"F

Ls = 372.98’

PI Sta 56+64.19= 20%%d 06’ 48.4" (RT)D

D = 3%%d 01’ 53.5"

L = 663.48’

I-26EXT CURVE DATA

LT = 248.78’

ST = 124.44’

PIs Sta 52+04.79

s = 5%%d 39’ 13.6"F

Ls = 373.00’

LT = 248.79’

ST = 124.45’

R = 1,890.00’

T = 335.19’

SE=0.07’/’

-I40W

B-

ST

36+75.0

6

I-26EXT CS 59+94.44

I-26EXT ST 63+16.44 (BK)=

I-26 POT 13+16.44 (AH)

60+00

60

I-26EXT CS 59+94.44

15+

00

I-26EXT CS 59+94.44

I-26EXT ST 63+16.44 (BK)=

I-26 POT 13+16.44 (AH)

SE=0.06’/’

PIs Sta 61+01.85 PI Sta 56+32.64= 21%%d 48’ 15.4" (RT)D

D = 2%%d 58’ 35.1"

L = 732.57’

T = 370.77’

R = 1,925.00’

PIs Sta 51+54.62

s = 4%%d 47’ 31.2"F

Ls = 322.00’

LT = 214.75’

ST = 107.40’

I-26EXT CURVE DATA

60+

00

55+

00

50+

00

45+

00

45

50

60

55

45

50

55

I-26EXT SC 52+61.87

I-26EXT TS 49+39.87

s = 4%%d 47’ 31.2"F

Ls = 322.00’

LT = 214.75’

ST = 107.40’

I-26EXT CS 59+94.44

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CORRIDOR STUDY LIMITS

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CORRIDOR

STUDY

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CORRIDOR

STUDY

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CORRIDOR

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ASHEVILLE CITY LIMITS

ASHEVILLE CITY LIMITS

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ALVARADO, ANTONIO

KARABANE, GRIGORIY

SYDORSKYY, VIKTOR

ESTRADA, RENATO

11

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BALLARD, JOE EARL

GUZZO JR, RONALD J

MONTGOMERY, JEREMY S

TROUTMAN, WAYNE & ELIZABETH

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KELLEY, JOHN & PATRICIA

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MACHINING INC,

MCCAIN, ROBERT

KING, CHARLES

BALLARD, JOE EARL

BALLARD, FRED DAVID

MCCAIN, LOIS IRENE

FAULKNER, DAVID & LEA

BARRETT, RICK

DAVIS, FAYE

GUY,

STEVE WILLIAM

MCCAIN, LOIS IRENE

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SIMS, DON AND PEGGY

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MORSE, CHAS & EVON

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GRIBBLE, SONIA

BRANDON KNOLLS LLC

MULL, WILLIAM BRYSON Jr

etal

BLANKENSHIP

GEO & SARAH

BOATS ETC

J B HARRISONPROPERTIES LLC

MURMAX LLC

MURMAX LLC

ANDERSON, HENRY S

I-26 PAINT

& BODY INC I-26 PAINT

& BODY INCSIGNET REAL

ESTATE LLC

SOUTHERN CONCRETE

MATERIALS INC

MOSSY OAK LLC

BEACON PARTNERS #8 LLC

AVERITT PROPERTIES INC.ASHEVILLE HABITAT

FOR HUMANITY INC.

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BW

LB

WL

BW

LB

WL

BW

LB

WL

B

WL

B

WL

B

WLB

WL

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WLB

WLB WLBWLB WLB

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2@ 8’ x 8’ RCBC

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I-40 W

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I-26 N

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I-26 S

BL

I-26 N

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I-26 SBL

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INTERSTATE26

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L

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POW

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INTERSTATE

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INTERSTATE26

60’

48’

24’

36’

36’

24

’

48’

48’

60

48’

36’

60’

48’

48’

36’

24’

36’

60’

48’

60

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24’

36’

24’

36’

48’

BREV

ARD

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TE 26

INTERST

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60

’

48’

I-26 NB

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I-26 SBL

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CONC. BARRIER

36’

48’

36’

INTERSTATE26

CO

NC

. BA

RR

IER

36’

36’

INTERSTATE26

36’

INTERSTATE

26

INTERSTATE

26

36’

36’INTERSTATE

26

INTERSTATE

26

CONC. BARRIER

36’

.04 .02 .02.04.02.02

Conc. Barrier

{

P.S. P.S.

36’ 36’

12’ 12’

6:16:1

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18’ Des.

15’ Min.

6’ 10’14’

P.S.12’

6:1

2:1

30’ 14’

P.S.12’

12’ 12’ 12’ 12’ 12’ 12’

TYPICAL SECTION FOR PROPOSED I-40 / I-26

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

.04 .02 .02.04.02.02

{

P.S. P.S.

36’ 36’

12’ 12’

6:16:1

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18’ Des.

15’ Min.

6’ 10’14’

P.S.12’

6:1

2:1

30’

P.S.12’

12’ 12’ 12’ 12’ 12’ 12’

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

P.S.12’

12’ 12’

24’

.02

{

TYPICAL SECTION FOR PROPOSED I-40

14’

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Conc. Barrier Conc. Barrier

BU

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CO

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UN

CO

MB

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

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WBS 34165.1.2 (I-2513C)

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0’ 100’ 200’

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(ENGLISH)

= 0.06 with Bridges

FUNCTIONAL CLASS. = INTERSTATE

DESIGN SPEED = 60 MPH

MAX. SUPERELEV. = 0.08 without Bridges

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

LEGEND

0000

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C

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EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

ALL EASEMENTS

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

UTILITY EASEMENT

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PROPERTY LINES

CITY LIMIT BOUNDARY

AM PEAK HR VOL YR 2030

PM PEAK HR VOL YR 2030

To Spartanburg, S

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A

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.04.04

{

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SEE MAP FOR LOCATION

.02 .02

{

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I26SB I26NB

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2120

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NC SEAL PRINT TURNED On

I-26EXT TS 49+56.00

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I-26

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90

RPA

10

RPD

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I-40

AM PEAK HR VOL. YR 2030

PM PEAK HR VOL. YR 2030

0000

0000

90

2020

4580

1250

3090

770

1450

530

1490

200900

2840

5000

23103510

1420

310

3530

5520

920

2540

46004020

35702600

4790

5100

780

850

3240

2800

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41505340

1010

2550

740

860

33201710

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2850360190

840620

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NC

191

540310

300SR3413

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1380 1090

1080

260

1250

1660 1060

1300

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1570

40

10’ 6’ 18’ 14’ 14’12’

12’12’

24’

30’ 30’ 30’

14’ 14’12’

12’12’

24’ 18’ 6’ 10’

30’

TYPICAL SECTION FOR PROPOSED I-26

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