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FF

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F

F

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F

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F

FF

F

F

CC

C

C

C

C

C

C

C

C

C

C

CC

C

C

C

C

C

C

C

CC

C

C

CC

C

C

C

C

C

C

C

C

C

C

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A C

AC

A C

A

C

A

C

A

C

AC

AC

AC

A

C

AC

AC

A

C

A

C

A

C

A

C

A

C

A

C

A

C

AC

A

C

A

C

A

C

A

C

A

C

AC

A

C

A

C

A

C

A

C

A

C

A

B

D

A

C

42

31

33

3029

28

14

11

1012

15

23

16

21

22

26

24

18 27

19

34

40

39

43

44

58

51

45

41

37

35

36

25

47

55

56

48

54

4652

57

89

38

PIs Sta 40+98.09

F

Ls = 200.00’

LT = 133.34’

ST = 66.67’

PI Sta 47+42.66

D

L = 1,151.81’

T = 577.91’

R = 5,650.00’

PIs Sta 53+83.23

F

Ls = 200.00’

LT = 133.34’

ST = 66.67’

PI Sta 19+15.50

D

L = 587.45’

T = 317.45’

R = 625.00’

PI Sta 35+24.12

D

L = 437.87’

T = 221.72’

R = 1,129.85’

PI Sta 47+52.51

D

L = 533.80’

T = 273.77’

R = 975.00’

-L-

-Y1-

PUBLIC MEETING MAP

FORSYTH/ GUILFORD COUNTIES

TIP PROJECT No. I-5980

PU

BLIC

ME

ETIN

G

MA

P

FO

RS

YT

H/ G

UILF

OR

D

CO

UN

TIES

PU

BLIC

ME

ETIN

G

MA

P

FO

RS

YT

H/ G

UILF

OR

D

CO

UN

TIES

I-40 AND MACY GROVE RD INTERCHANGE

TIP P

ROJE

CT

No. I-5980

I-40 A

ND

MA

CY

GR

OV

E

RD IN

TE

RC

HA

NG

E

TIP P

ROJE

CT

No. I-5980

I-40 A

ND

MA

CY

GR

OV

E

RD IN

TE

RC

HA

NG

E

0’ 100’ 200’

50’

100’

(ENGLISH)

C

A

DESIGN DATA

FUNCTIONAL CLASS.

DESIGN SPEED

= ARTERIAL

MAX. SUPERELEVATION

FULL CONTROL OF ACCESS

NO PRIVATE DRIVEWAY CONNECTIONS ALLOWED.

ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARE GRADE-SEPARATED.

FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITY PROVIDED

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

= 50 MPH

UTILITY INFORMATION

= 0.08

UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.

POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING

SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND

NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION

TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE

DRIVEWAY NOTE

ORTHOPHOTO DATA

NC ONEMAP DATED: 2017

CONCEPT 2: PARTIAL CLOVERLEAF B & D QUADRANTS

(MAPS 1 AND 2)

CO

NC

EP

T 2: P

AR

TIA

L

CL

OV

ER

LE

AF

B

&

D

QU

AD

RA

NTS

(MA

PS 1

AN

D

2)

(MA

PS 1

AN

D

2)

CO

NC

EP

T 2: P

AR

TIA

L

CL

OV

ER

LE

AF

B

&

D

QU

AD

RA

NTS

DRIVEWAYS LOCATIONS WILL BE FINALIZED AT A LATER DATE.

PRELIMINARY PLANS AND ARE SUBJECT TO CHANGE.

DRIVEWAYS ARE SHOWN; HOWEVER, AS MAPS ARE BASED ON

VARIABLE SLOPE2:1 MAX

FO

R FIL

LS

HIN

GE P

OIN

T

30’-0"

6:1

FO

R C

UTS

HIN

GE P

OIN

T

VAR. SLO

PE (2:

1 MAX)

6:1

18’-0" 6’-0" 10’-0"

4:1

12’-0"

2’-0"

P.S.

12’-0"

P.S.

P.S. P.S.

12’-0" 12’-0" 12’-0"

11’-0"

22’-0"

11’-0"

12’-0" 12’-0" 12’-0"

0.04 0.020.040.04 0.020.04FO

R C

UTS

HIN

GE P

OIN

T

VAR. SLOPE (2:1 MAX)

VARIABLE SLOPE2:1 M

AX

FO

R FIL

LS

HIN

GE P

OIN

T

30’-0"

6:1

18’-0"6’-0"10’-0"

6:1

4:1

EXISTINGPAVEMENT

EXISTING

PAVEMENT

-L- TYPICAL SECTION

LC -L-2’-0"

FUTURE PROJECT

EXIST.EXIST.

(I-40)

MACY GROVE RD

MACY GROVE RD

I-40 I-40

0

8,000

0

7,000

16,000

22,000

67,600

84,000

0

2,600

0

400

67,600

82,800

16,000

10,000

ADT2018

2040

TRAFFIC DIAGRAM

2:1 MAX2:1 M

AX

POINTGRADE

0.02

1’-0"

0.02

4:1

4’-0"VAR.

6’-0"VAR.

12’-0" 12’-0"12’-0"VAR. 12’-0"

VAR.

0.04 0.04

P.S. P.S.

4’4’ 4’ 4’

0.08 0.08

12’-0"12’-0"

VAR. SLO

PE

(2:1 M

AX)

VAR. SLOPE(2:1 MAX)

4:1

L

-Y1- TYPICAL SECTION

C -Y1- (MACY GROVE RD., SR 1860)

STA. 83+15.34

END TIP PROJECT

STA. 30+61.62

BEGIN TIP PROJECT

MEDICAL CTR.KERNERSVILLE

NOVANT HEALTH

HOSPITAL INCFORSYTH MEMORIAL

HOSPITAL INCFORSYTH MEMORIAL

KERNERSVILLE APARTMENTS LLCTHE GROVE AT

HEALTH INCNOVANT

STA. 47+00.00

END CONSTRUCTION

STA. 12+00.00

BEGIN CONSTRUCTION

SR 1860

MACY GROVE RD

GRAYS LAND RD

MA

VE

RI

CK

RD

LO

NNIE

CT

SR 1860

MA

CY

GR

OVE

RD

SR 2602

TWIN CREEK RD

STEEN RD

SR 2602

TWIN CREEK RD

SR 4313

WIS

HB

ONE F

AR

M R

D

30

35

40

45

50

55 60

65 70 75 80

10

15

20

25

30

35

40

45

15

10

15

10

15

20

25

10

15

20

10

15

10

15

DE

EP

RI

VE

R

DE

EP

RI

VE

R

FO

RS

YT

H

CO

UN

TY

GUIL

FO

RD

CO

UN

TY

FO

RS

YT

H

CO

UN

TY

GUIL

FO

RD

CO

UN

TY

24’

LEGEND

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

TO BE REMOVED

PROPERTY LINES

BUILDINGS

EXISTING RIGHT OF WAY

EXISTING CONTROL OF ACCESS

FUTURE ROADWAY

LAKES, RIVER, STREAMS AND PONDS

EXISTING STRUCTURES TO BE RETAINED

PROPOSED TRAFFIC SIGNAL

I-5981

FUTURE TIP PROJECT

I-5981

FUTURE TIP PROJECT

TO GREENSBORO

24’

24’

24’

36’

48’24’

20’

20’

16’

16’

24’

24’

36’

36’

24’

24’

36’

48’

36’

24’

36’

24’

24’

-L-

-L--L-

-L-

-Y1-

-Y1-

-Y1-

-Y1RP

B-

-Y1

LP

B-

-Y1

LP

D-

-Y1RP

D-

-Y1RPD-

-Y2-

-Y3-

TO WINSTON-SALEM

INTERSTATE

40

INTERSTATE

40