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COROLLA BAY LLC,
C
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275
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285
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32
5
275
N 73%%d 19’ 17.1" E
N 60%
%d 50’ 51.7" W
N 1
%%
d 3
0’
00.0
" E
N 0
%%
d 5
5’
16.0
" E
33
5
340
34
5
350
355
36
0
370
36
5
1020
1010
995
990
1025
POT STA 1028+24.95
1000
1005
1015
-L2- PC STA 365+66.86
-L2- PT STA 368+50.42
N 75%%d 10’ 07.5" E
PT STA 1015+81.90
PC STA 1019+10.70
PT STA 1026+49.18
10
POT STA 990+00.00
OFFSET 11.5’ RT.
-L2- POT STA 370+25.86 =
-NC 12-
-NC 12-
-NC 12-
-NC 12-
-ACCRD- POT STA 10+00.00
-ACCRD- POT STA 11+82.84
-NC 12- PC STA 1009+19.46
-NC 12- PT STA 1004+16.90
-NC 12- PC STA 1000+08.84
-NC 12- PT STA 997+89.03-NC 12- PC STA 994+83.24
-NC 12-
N 1
4%
%d 0
7’
36.6
" W
-NC 12- POT STA 1027+44.93
-L2- PC STA 369+25.86
END GRADE
N 47%%d 09’ 38.5" W
N 42%%d 50’ 21.5" E
END CONSTRUCTION
BEGIN CONSTRUCTION
-C1- POT STA 345+32.41 =
-L2- POT STA 345+32.41
END BRIDGE
-L2- POT STA 364+52.41
-NC 12- POC STA 1013+24.28 =
-NC 12- POT STA 1017+00.00
33
0
N 73%%d 19’ 17.1" E
-NC 12- POT STA 991+50.00
100’
70’
200’
150’
70’
200’
400’
300’
150’ 95’
200’
02
02
03
00
01
01
02
03
04
04
03
02
01
+19.2
+17.2
+10.2
+83.3
00
01
02
02
02
01
00
01
0304
04
02
0301
04
00
01
02
03
04
04
04
0403
02
030
4 0100
+33.2
03
0402 040
0
42’
(TY
P.)
42’
(TY
P.)
32’
(TYP.)
+50.7
75’
TA
PE
R
100’
TA
PE
R
49’ 4’
PS4’
PS
4’
PS
4’
PS
4’PS 4’
PS
+15
4’PS
4’PS
53.5’
4’
PS
4’
PS
44.7
5’
+16.9
4’PS
4’PS
53.5’
300’
TA
PE
R
ONLY
ONLY
ONLY ONLY
01020
3
010102
04
65.5’
02
02
02
58’
PROP.
RETAINING
WALL
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
+44.7
+18.1
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
LINEAR
INFILTRATION /
STORAGE
+00
PROP.
RETAINING
WALL
LINEAR
INFILTRATION /
STORAGE
PROP.
RETAINING
WALL
PROP.
MONOLITHIC
ISLAND
PROP.
MONOLITHIC
ISLAND
75’
75’
45’
45’75’
75’
+50
+50
45’
+50
+00
+50
45’
03
02
01
00
01
02
03
04
02
01
00
01
02
03
04
40
0’T
RA
NS
ITIO
N
PROP RETAINING WALL
PEDESTRIAN
CROSSING (TYP.)
PEDESTRIAN
CROSSING (TYP.)
PEDESTRIAN
CROSSING (TYP.)
PROP. CUL-DE-SAC
PROP. BASIN
500’ T
RA
NS
ITIO
N
480’
TRANSITION
1320’
TRANSITIONPROP. MONOLITHIC ISLAND
600’ LANE DROP
FUTURE BRIDGE
PROPOSED BRIDGE
TEMP. CONC. BARRIER
14’
14’
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
28-F
EB
-2011 0
9:1
0T
:\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
PI STA 367+12.08
D = 30%%d 28’ 55.6" (LT)
D = 10%%d 44’ 58.8"
L = 283.56’
T = 145.22’
R = 533.00’
PI STA 996+36.92
D = 47%%d 15’ 31.4" (LT)
D = 15%%d 16’ 43.9"
L = 309.31’
T = 164.06’
R = 375.00’
PI STA 1002+35.71
D = 62%%d 20’ 51.7" (RT)
D = 15%%d 16’ 43.9"
L = 408.06’
T = 226.87’
R = 375.00’
PI STA 1012+72.14
D = 48%%d 39’ 38.5" (LT)
D = 7%%d 20’ 44.2"
L = 662.45’
T = 352.68’
R = 780.00’
= 738.48’
PI STA 1023+03.26
D = 48%%d 04’ 54.5" (RT)
D = 6%%d 30’ 39.2"
L
T = 392.55’
R = 880.00’
990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028
0
20
NC 12 / C1 CORRIDOR
0
20
0
20
0
20
-L2-
0
20
275 277 279 281 283 285 287 289 291 293 295 297 299 301 303 305 307 309 311 313 315 317 319 321 323 325 327 329 331 333 335 337 339 341 343 345
-C1-
-ACCESS RD.-
0
20
0
20
10 12 14
PROPOSED GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING
GROUND
352 354 356 358 360 362 364 366 368 370350
PREFERRED ALTERNATIVE NC 12-L2-
PROPOSED GRADE
Roff= SEE PLANS
Ds = 40mph
Roff= SEE PLANS
Ds = 35mph
Roff= SEE PLANS
Ds = 35mph
Roff= SEE PLANS
Ds = 35mph
Roff= SEE PLANS
Ds = 35mph
SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04
0
20
CL
WITH SEPARATED MULTI-USE PATH
DIVIDED FOUR LANE SHOULDER SECTION
24’ 24’
.025 .025
100’ EXIST. RIGHT OF WAY
PDE PDE
6’
.02
12’
3:1
10’
3:1
6’ 6’
3:1 3:1GRADE
POINT
VARIES
LINEAR INFILTRATION / STORAGELINEAR INFILTRATION / STORAGE
4’4’
10’ TO 17.5’
VARIES VARIES
6’
3:13:1
4’
.08
VARIES VARIES
FILL FACE R/W
5’
MINIMUM
3:1
10’ 12’ 4’
.08
3:1
FILL FACE
VARIESVARIES
R/W
5’
MINIMUM
3:1 3:1
2’
MIN
.
WORST CASE
DESIRED
GWT
GWT
0.03
30’
9"
ROUNDABOUT TYPICAL DETAIL
100’
9"
TRUCK
APRON
CIRCULATING
WIDTH
CENTRAL
ISLAND
CE
NT
ER
OF
RO
UN
DA
BO
UT
2.0%
4’
PS
4’
PS 4’
PSEDGE OF
TRAVEL
4’
PSEDGE OF
TRAVEL
10’
MULTI-
USE
PATH
63.25’ 6.75’
4’
PS
6’10’ 12’
2%
4:1 3:1
ACCESS ROAD TYPICAL SECTION
CL
GRADE
POINT
24’ 24’
ISLAND DETAIL
10’ MULTI-
USE PATH
17.5’
-NC 12- STA.1006+97.96 TO STA. 1008+44.03
2%4:1
12’ 6’ 10’
3:1
CL
GRADE
POINT
-ACCESS RD- STA.10+33.63 TO STA. 11+72.84 -NC 12- STA.1017+00.00
DETAIL FOR LINEAR INFILTRATION/ STORAGE
-NC 12- STA. 991+50.00 TO STA. 1016+01.50
-NC 12- STA. 1017+98.50 TO STA. 1026+76.00
DETAIL FOR RETAINING WALL SECTIONDETAIL FOR RETAINING WALL SECTION
-C1- STA.41+75.00 TO STA. 100+00.00
SPECIAL FALSE SUMP DETAIL
(LINEAR INFILTRATION STRIPS)
PROFILE
4:1
3:1
3:1
4:1
3:1
3:1
16’ 5’ 8’
2’
2’
PLAN
4’
BERM
BERM
4:1 ORFLATTER4:1 OR
FLATTER
4’
EL
. 1
4.3
7
.02
4’4’
.02
BENCHBENCH
348346344
MA
TC
H L
IN
E P
RE
FE
RR
ED
AL
TE
RN
AT
IV
E -
C1
-
SC
RO
LL
3 S
TA
. 275+
00.0
0
-NC 12- STA. 996+50 TO STA. 997+50 RT
-NC 12- STA. 998+50 TO STA. 1003+00 RT
-NC 12- STA. 1011+18 TO STA. 1012+45 RT
-NC 12- STA. 994+00 TO STA. 997+50 LT
24’
SHLD.
LC
2%
10’ 10’
SHLD.
24’
SHLD.
10’
SHLD.
4’
1.5’ 1.5’
FUTURE
2%
12’ 12’
10’
1.5’1.5’
4%
4%
MIN.
4%POINT
GRADE
2% 2%POINT
GRADE
12’ 12’
2%
10’
SHLD.
1.5’
2%
10’
SHLD.
1.5’
6’
12’
78’
TRANSITION BRIDGE TYPICAL SECTION
4% 4%POINT
CROWN
C
-C1-
L -C1-
12’ 12’ 12’
GRADE
POINT
GRADE
POINT
-C1- STA.118+05.67 TO STA. 345+32.41-L2- STA.345+32.41 TO STA. 359+72.41
-C1- STA.25+51.06 TO STA. 41+75.00
MID-CURRITUCK BRIDGE TYPICAL SECTION
10’
MONOLITHIC
ISLAND
(+)1.5500% (-)1.1480%
(-)1.1480%
(+)0.5000%
(+)0.5000% (+)1.7500%
PI = 994+63.00
EL = 19.47’
VC = 600’
K = 222 PI = 1004+21.00
EL = 8.47’
VC = 600’
K = 364
PI = 1019+68.50
EL = 10.97’
VC = 240’
K = 64
PI = 1022+48.50
EL = 15.87’
VC = 150’
K = 68
PI = 1016+01.50
EL = 14.37’
PI = 1017+98.50
EL = 14.37’
(-)2.0000%
(-)0.4500%
END GRADE -NC 12- STA 1026+76.00
BEGIN DITCH GRADE
EL = 11.00
STA. 992+00.00 (LT)
BEGIN DITCH GRADE
EL = 12.00
STA. 992+00.00 (RT)
El = 11.000
PI =992+50.00
El = 12.00
El = 13.00
PI =992+75.00
El = 13.000
PI =992+79.000
El = 13.000
PI =996+08.00
El = 11.000
PI =996+37.00
EL = 11.00
STA. 997+54.00 (RT)
END DITCH GRADE
EL = 11.00
STA. 992+00.00 (LT)
BEGIN DITCH GRADE
EL = 11.00
STA. 998+32.00 (RT)
El = 11.00
PI =999+00.00
PI =999+29.00
El = 9.00
El = 9.00
El = 8.00
El = 8.00
BEGIN GRADE
-NC 12- STA 991+50.00
El = 7.00
END DITCH GRADE
BEGIN DITCH GRADE
STA. 1003+50.00 (LT)
EL = 6.00
STA. 1006+00.00 (LT)
EL = 6.00
END DITCH GRADE
PI =1009+50.000
El = 7.00
El = 8.00
El = 8.00
El = 10.00
EL = 10.00
STA. 1012+68.00 (RT)
END DITCH GRADE
BEGIN DITCH GRADE
STA. 1013+50.00 (RT)
EL = 10.00
El = 10.00
El = 9.00
El = 9.00
PI =1021+12.00
PI =1018+00.00
PI =1018+25.00
PI =1010+75.00
PI =1010+54.00
PI =1009+75.00
PI =1000+75.00
PI =1001+96.00
PI =1000+50.00
PI =1001+71.00
El = 10.00
PI =1021+37.00
PI =1022+50.000
El = 12.000
PI =1022+67.000
El = 11.000
BEGIN DITCH GRADE
STA. 1021+50.00 (LT)
EL = 12.00
END DITCH GRADE
STA. 1026+76.00 (LT)
EL = 11.00
END DITCH GRADE
STA. 1026+76.00 (RT)
EL = 11.00
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (RT)
PROPOSED
DITCH
GRADE (LT)
END GRADE
BEGIN GRADE
EL = 14.61
EL = 13.95
BEGIN GRADE
-L2- STA 345+32.41
EL = 14.37’
(-)0.5000%
END GRADE
-L2- STA 369+25.86
EL = 23.00
PI = 352+00.00
EL = 23.00’
(+)0.0000% (-)0.5000%
VC = 300’
K = 600’
END BRIDGE
-L2- STA 364+52.41
EL = 23.00
(+)0.0000%
END GRADE
-L- POT STA 345+32.41
BEGIN GRADE
-ACCESS RD- STA 10+33.63
-ACCESS RD- STA 11+72.84
END GRADE
(+)2
.8859%
EL = 13.85
EL = 17.87
CORAL
BONITA STREET
S H
AR
BO
R V
IEW
OCEAN FOREST
HA
RB
OR
VIE
W
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
MID-CURRITUCK BRIDGE STUDY
TIP PROJECT No. R-2576
CURRITUCK COUNTY
(SCROLL of )4 6
MID-CURRITUCK BRIDGE STUDY
TIP PROJECT No. R-2576
CURRITUCK COUNTY
(SCROLL of )4 6
PREFERRED ALTERNATIVE MCB4/A/C1
PREFERRED ALTERNATIVE MCB4/A/C1
NC 12
NC 12
