DATE PRINTED

TRANSMITTED BY

SUBJECT TO CHANGE WITHOUT NOTICE

PRELIMINARY PLANS

PB

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

04-M

AR

-2011 1

1:1

1T

:\P

RO

JE

CT

S\2

03

67

E\T

IP

\R

oad

way

\P

ro

j

$$$$U

SE

RN

AM

E$$$$

0

VERTICAL

(PROFILE)

10

HORIZONTAL

(PLAN & PROFILE)

0 200 400

20 PARSONS BRINCKERHOFF

434 FAYETTEVILLE STREET

SUITE 1500

RALEIGH, NC 27601

N 74%%d 07’ 54.5" E N 63%%d 48’ 49.3" E

ST

ST

A 2

6+

61.8

2

N 54%%d 09’ 50.1" E

SC

ST

A 5

0+

59.1

1T

S S

TA

49+

59.1

1

CS

ST

A 5

3+

07.6

2

N 68%%d 09’ 43.2" E

PO

T S

TA

30+

20.9

2

25

5030

25

PT

ST

A 2

9+

20.9

2

N 74%%d 07’ 54.43" E

RA

MP

D P

OT

ST

A 2

9+

56.8

5 =

RA

MP

A S

T S

TA

39+

41.9

7 =

RA

MP

BD

PO

T S

TA

49+

12.4

8 (

12’

LT

.)

RA

MP

BD

ST

ST

A 5

4+

07.6

2 =

120

125

130

135

140

145

150

155150

N 73%%d 19’ 17.1" E

30

35

40

45

50

55

60 65 70

75

80

85

90

95

100

105

110

115

30

-C1- PT STA 73+54.87N 73%%d 19’ 17.1" E

-C

1- P

OT

ST

A 2

5+

51.0

6 (

23’ L

T.)

-C

1- P

OT

ST

A 2

4+

57.4

8 (

23’ R

T.)

-C

1- P

C S

TA

52+

83.9

0

-C1- PC STA 106+28.25 -C1- PT STA 117+31.76

EN

D C

ON

ST

RU

CT

ION

RA

MP

A C

S S

TA

37+

81.9

7

FUTURE BRIDGE

PROPOSED BRIDGE

BEGIN BRIDGE

-C1- STA. 118+05.66

300’

LA

NE

DR

OP

END BRIDGE

-C1-STA. 100+00.00

5

600’ LANE DROP

1320’

TRANSITION

600’

LA

NE

DR

OP

1320’

TR

AN

SIT

ION

+75

+51

+51

+51

HISTORIC PROPERTY

PI = 109+00.00

EL = 20.20’

VC = 450’

K = 136

PI = 118+60.00

EL = 49.00’

VC = 906’

K = 151

PI = 127+26.67

EL = 23.00’

VC = 450’

K = 150

PI = 103+00.00

EL = 22.00’

VC = 100’

K= 267

(+)0.0741%(-)0.3000%

(+)3

.0000%

(+)0.0000%

PROPOSED GRADE

EXISTING GROUND

CL NARROW SHORE DR EL

. 2

3.0

0

BEGIN BRIDGE STA. 118+05.66

(-)3.0000%

(+)0.0000%EL

. 16.5

9

END BRIDGE STA. 100+00.00

C

C

C F

FC

F

F

C

F

F

C

F

F

F

F

STUDY CORRIDOR

LIMITS

STUDY CORRIDOR

LIMITS

STUDY CORRIDOR

LIMITS

STUDY CORRIDOR

LIMITS

SR

1160

BU

NC

H R

OA

D

SR 1159 SUNNYVIEW DRIVE

SR

1137 N

AR

RO

W S

HO

RE

DR

SR

1137 N

AR

RO

W S

HO

RE

RD

FO

RE

MA

N D

RIV

E

PL

EA

SA

NT

DR

IVE

SR 1140 AYDLETT RD

SR 1137

NARROW SHORE RD

HISTORIC PROPERTY

SR 1419 LIGHTHOUSE VIEW

10

0

20

10

0

20

32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 132 134 136 138 140 142 144 146 14830 150

= 2,070.98’

PI STA 63+22.19

D = 10%%d 19’ 05.2" (LT)

D = 0%%d 29’ 53.6"

L

T = 1,038.30’

R = 11,500.00’

SE =

= 6,650.00’

PI STA 111+81.28

D = 9%%d 30’ 27.8" (RT)

D = 0%%d 51’ 41.7"

L = 1,103.51’

T = 553.02’

R

SE =

Roff=

NC 2.5%

70’

24’

SHLD.

LC

2%

10’ 10’

SHLD.

24’

SHLD.

10’

SHLD.

4’

1.5’ 1.5’

FUTURE

2%

12’ 12’

10’ 1.5’

50’

MIN.

R/W50’

MIN.

R/W

1.5’

4%

4%

MIN.

4%POINT

GRADE

2% 2%

POINT

GRADE

12’ 12’

SWAMP BRIDGE TYPICAL SECTION

3:1 3:1

2%2%

12’ 12’

4’

8%8%

GRADE

POINT

LC

11’

3’8’8’

4’

11’6’

4’

12’12’

5:1 5:1

8%

FDPS

33’

2% 2%8%

FDPS FDPS

MEDIAN

GRADE

POINT

4’

FDPS

11’

FUTURE

3:1

MAX.VARIABLE

SLOPE

6:1

30’ 30’

MAX.

6’

FUTURE MAX.

6:1

VARIABLE

SLOPE

HIN

GE

PT

.

FO

R F

ILL

HIN

GE

PT

.

FO

R F

ILL

ACCOMMODATES FUTURE FOUR-LANE SECTION

STA. 100+00.00 TO 118+05.66

SHLD.

2%

10’ 10’

SHLD.

1.5’

SHLD.

2%

10’10’

SHLD.

1.5’

2’

12’

90’

TRANSITION BRIDGE TYPICAL SECTION

4% 4%POINT

CROWN

C

-C1-

-C1-

OPTION -C1-

-C1-

MA

TC

H L

IN

E P

RE

FE

RR

ED

AL

TE

RN

AT

IV

E -

C1-

SC

RO

LL

1 S

TA

. 30+

00.0

0

L -C1-

MA

TC

H L

IN

E P

RE

FE

RR

ED

AL

TE

RN

AT

IV

E -

C1-

SC

RO

LL

3 S

TA

. 150+

00.0

0

-C1- TWO LANE TYPICAL SECTION

-C1-

12’ 12’ 12’

GRADE

POINT

GRADE

POINT

PREFERRED ALTERNATIVE -C1--C1- STA.41+75.00 TO STA. 100+00.00

-C1- STA.118+05.67 TO STA. 345+32.41

-C1- STA.25+51.06 TO STA. 41+75.00

-L2- STA.345+32.41 TO STA. 359+72.41

AYDLETT RD.

TIP PROJECT No. R-2576

(SCROLL of )

TIP PROJECT No. R-2576

(SCROLL of )

MID-CURRITUCK BRIDGE STUDY

US 158 WIDENING OPTION

MID-CURRITUCK BRIDGE STUDY

US 158 WIDENING OPTION

CURRITUCK COUNTY

CURRITUCK COUNTY

2 6

2 6PREFERRED ALTERNATIVE MCB4/A/C1

PREFERRED ALTERNATIVE MCB4/A/C1