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04-M
AR
-2011 1
1:1
1T
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RO
JE
CT
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03
67
E\T
IP
\R
oad
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$$$$U
SE
RN
AM
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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