MA

TC

HLIN

E

TO

RO

LL 2

DS = 50 MPH

Se = 0.025

-L-

Se = NC

DS = 50 MPH

Se = NC

DS = 50 MPH

Se = NC

DS = 50 MPH

PROJECTED TRAFFIC VOLUMES

158 158

2035 ADT

2012 ADT

1116

2922

1318

917

50

181 203

68

69

72

285 292

(SR 2357)OLD GREENSBORO RD.

(SR 2357)OLD GREENSBORO RD.

IN 100s

ALL ADT

NOTE:

PROJECTED TRAFFIC VOLUMES

158 158

2035 ADT

2012 ADT

(SR 2398)GAITHER RD.

203292

45

31

14

205289

IN 100s

ALL ADT

NOTE:

PROJECTED TRAFFIC VOLUMES

158 158

2035 ADT

2012 ADT(SR 2396)

OLD BELEWS CREEK RD.

205289

5153

5253

10

155236

IN 100s

ALL ADT

NOTE:

PROJECTED TRAFFIC VOLUMES

158 158

2035 ADT

2012 ADT(SR 2396)

OLD BELEWS CREEK RD.

155236

712

1416

74

155228

PROJECTED TRAFFIC VOLUMES

158 158

NORTHERN BELTWAYWINSTON-SALEM

FUTURE

2035 ADT

2012 ADT

-30

-90

-77

-21

-698

720

NORTHERN BELTWAYWINSTON-SALEM

FUTURE

232 348149 149

-

IN 100s

ALL ADT

NOTE:

IN 100s

ALL ADT

NOTE:

PROJECTED TRAFFIC VOLUMES

158 158

2035 ADT

2012 ADT

222

00

010

20

65124

348 234149 127

47

(SR 2405)OLD BELEWS CREEK RD.

34

102

(SR 2385)DARROW RD.

IN 100s

ALL ADT

NOTE:

NAD 83

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PIs Sta 13+84.35

F

Ls = 200.00’

LT = 133.34’

ST = 66.67’

PI Sta 20+02.09

D

L = 1,096.19’

T = 551.08’

R = 4,300.00’

PIs Sta 26+13.87

F

Ls = 200.00’

LT = 133.34’

ST = 66.67’

PI Sta 141+70.03

D

L = 49.54’

T = 24.77’

R = 50,000.00’

PI Sta 197+43.08

D

L = 644.14’

T = 322.24’

R = 8,150.00’

PI Sta 203+87.48

D

L = 644.66’

T = 322.50’

R = 8,150.00’

LEGEND

0000

0000

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

FUTURE ROADWAY

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

FUTURE STRUCTURES, ISLAND, CURB

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

WETLAND LIMITS BOUNDARY

PL

PROPOSED PARTIAL CONTROL OF ACCESS

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

HISTORIC PROPERTY BOUNDARY

CEMETERIES

NAD 83

LEGEND

0000

0000

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

FUTURE ROADWAY

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

FUTURE STRUCTURES, ISLAND, CURB

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

WETLAND LIMITS BOUNDARY

PL

PROPOSED PARTIAL CONTROL OF ACCESS

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

HISTORIC PROPERTY BOUNDARY

CEMETERIES

LEGEND

0000

0000

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

FUTURE ROADWAY

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

FUTURE STRUCTURES, ISLAND, CURB

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

PROPOSED TRAFFIC SIGNAL

WETLAND LIMITS BOUNDARY

PL

PROPOSED PARTIAL CONTROL OF ACCESS

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

HISTORIC PROPERTY BOUNDARY

CEMETERIES

NORTHERN BELTWAYWINSTON-SALEM

U-2579BFUTURE PROJECT

MAP KEY

ALT-3

ALT-2

1

2 3

4

6

5

7

800’ - 1000’

800’ - 1000’

U-TURN KNUCKLES NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREASPOTENTIALLY TO BE USED AT ALL INTERSECTIONS

*

*

*the amount of traffic and is subject to changeThe need for right turn lanes is dependent on

DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS

C

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WHERE POSSIBLEFULL CONTROL OF ACCESS

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A

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U/C

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20 25

30

35

40

45

50

55

60

65

70

85

90

95

100

105

110

115

120

125 130

140

145

150

155

160

165

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180

185

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200

205

210 215

220

225

230

15

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LL 1

OF 7

DESIGN PUBLIC MEETING MAP

FORSYTH & GUILFORD COUNTY

PROJECT 37405.1.1 (R-2577A & R-2577B)P

ROJE

CT 37405.1.1 (

R-2577A

&

R-2577B)

ROLL 1 OF 7

TO I-73/US 220 IN GUILFORD COUNTY

IN FORSYTH COUNTY

US 158 FROM NORTH OF US 421/I-40 BUS

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RAISED MEDIAN WITH CURB & GUTTER TYPICAL SECTIONR-2577A STA. 10+00 TO 260+00

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facility at interchanges (if possible).1000 feet beyond the ramp terminals on the minor at intersections and driveways, and at a minimum of is placed along the entire length of the facility, except other adjacent public facilities. A control of access fence prohibited if alternate access is available through highly encouraged. Connections may be restricted or point. The use of shared or consolidated connections is connection is defined as one ingress and one egress additional access point may be considered. One road frontages (for example, 2000 feet or more), an one connection per parcel. For properties with large connections are normally defined as a maximum of intersections, and private driveways. Private driveway provided via ramps at interchanges, at-grade

to a facility Partial Control of Access ConnectionsNOTE:

facility at interchanges (if possible).1000 feet beyond the ramp terminals on the minor at intersections and driveways, and at a minimum of is placed along the entire length of the facility, except other adjacent public facilities. A control of access fence prohibited if alternate access is available through highly encouraged. Connections may be restricted or point. The use of shared or consolidated connections is connection is defined as one ingress and one egress additional access point may be considered. One road frontages (for example, 2000 feet or more), an one connection per parcel. For properties with large connections are normally defined as a maximum of intersections, and private driveways. Private driveway provided via ramps at interchanges, at-grade

to a facility Partial Control of Access ConnectionsNOTE:

facility at interchanges (if possible).1000 feet beyond the ramp terminals on the minor at intersections and driveways, and at a minimum of is placed along the entire length of the facility, except other adjacent public facilities. A control of access fence prohibited if alternate access is available through highly encouraged. Connections may be restricted or point. The use of shared or consolidated connections is connection is defined as one ingress and one egress additional access point may be considered. One road frontages (for example, 2000 feet or more), an one connection per parcel. For properties with large connections are normally defined as a maximum of intersections, and private driveways. Private driveway provided via ramps at interchanges, at-grade

to a facility Partial Control of Access ConnectionsNOTE:

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136

192

327

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957

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