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A C
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CA
CA
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LEGEND
C
A
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
connections are allowed.All cross-streets are grade separated. No private drivewayfacility provided only via ramps at interchanges.Full Control of Access is defined as a connection to aNOTE:
KKKKK
20202040
ALTERNATE B PINK
ALTERNATE MA
ALTERNATE NA
ALTERNATE Q GREEN
YELLOW
BLUE
ALTERNATE T CYAN
ALTERNATE V-AW PURPLE
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
CEMETERY
PROPOSED RIGHT OF WAY
PROPOSED CONTROL OF ACCESS
CITY OR TOWNSHIP LIMITS
PROPERTY LINES
EXISTING UTILITY EASEMENTS
HISTORIC PROPERTY
WETLAND
WETLAND LIMITS BOUNDARY
POTENTIAL NOISE ABATEMENT AREA
PROPOSED STRUCTURES
PRESENT ADTFUTURE ADT
PROPOSED PARTIAL CONTROL OF ACCESS
CONNECTIONS RE ALLOWED.ARE GRADE SEPARATED.NO PRIVATE DRIVEWAYVIA RAMPS AT INTERCHANGES.ALL CROSS-STREETSCONNECTIONTO A FACILITY PROVIDED ONLY FULL CONTROL OF ACCESS IS DEFINED AS A NOTE:
10’ 10’36’ 36’
4:1 M
AX.4:1 MAX.
0.08
HIN
GE P
OIN
T
FO
R C
UTS
HIN
GE P
OIN
T
6’18’
0.025 0.025POINTGRADE
POINTGRADE
FO
R FIL
LS
6:1
VARIABLESLOPE
6:1
CL
GROUNDORIGINAL
HIN
GE P
OIN
T
FO
R FIL
LS
FDPS FDPS
3:1 M
AX
4:1
6:1
GROUNDORIGINAL
10’
30’
VARIABLE SLOPE
6:1
VARIABLESLOPE
6:1
GROUNDORIGINAL
3:1 MAX4:1
6:1
GROUNDORIGINAL
30’
VARIABLE SLOPE
2’* 2’*
* ADD 3’ WITH GUARDRAIL
18’6’10’
HIN
GE P
OIN
T
FO
R C
UTS
EXISTING EXISTING
GRADE TO THIS LINEGRADE TO THIS LINE
6:1
0.040.025
6:1
0.040.025
2’4’
FDPS
4’2’
FDPS
46-60’ MEDIAN
17-24’ 17-24’
0.04 0.04
US 17
LEGEND
C
A
connections are allowed.All cross-streets are grade separated. No private drivewayfacility provided only via ramps at interchanges.Full Control of Access is defined as a connection to aNOTE:
KKKKK
20202040
ALTERNATE B PINK
ALTERNATE MA
ALTERNATE NA
ALTERNATE Q GREEN
YELLOW
BLUE
ALTERNATE T CYAN
ALTERNATE V-AW PURPLE
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
CEMETERY
PROPOSED RIGHT OF WAY
PROPOSED CONTROL OF ACCESS
CITY OR TOWNSHIP LIMITS
PROPERTY LINES
EXISTING UTILITY EASEMENTS
HISTORIC PROPERTY
WETLAND
WETLAND LIMITS BOUNDARY
POTENTIAL NOISE ABATEMENT AREA
PROPOSED STRUCTURES
PRESENT ADTFUTURE ADT
PROPOSED PARTIAL CONTROL OF ACCESS
CONNECTIONS RE ALLOWED.ARE GRADE SEPARATED.NO PRIVATE DRIVEWAYVIA RAMPS AT INTERCHANGES.ALL CROSS-STREETSCONNECTIONTO A FACILITY PROVIDED ONLY FULL CONTROL OF ACCESS IS DEFINED AS A NOTE:
POTENTIAL NOISE ABATEMENT AREA
CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL.TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET, BARRIERMEET THE FEASIBLE AND REASONABLE CRITERIA WITHIN THE NCDOTTO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONSDETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGNWHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORETHE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR
SUCH AS VIA A SIDE ROAD, ACCESS TO US 17 MAY BE ELIMINATED.POINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS,(FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESS PER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGES PARTIAL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINTNOTE:
25
50
75
100
125
150
175
25
50
75
100
125
150
175
200
C A
CA
C A
C A
C A
C A
CA
C A
C A
C A
HPB
CA
HPB
CA
NEW HANOVER COUNTIES
BRUNSWICK AND
CORRIDOR PUBLIC HEARING MAP
CAPE FEAR CROSSING
F.A. PROJECT STPNHF-0017(150)
TIP PROJECT U-4738 (40114.1.2)
CO
RRID
OR
PU
BLIC
HE
ARIN
G
MA
P
NE
W
HA
NO
VE
R
CO
UN
TIES
BR
UN
SWIC
K
AN
D
CA
PE F
EA
R
CR
OSSIN
G
F.A. P
ROJE
CT S
TP
NH
F-0017(15
0)
TIP P
ROJE
CT
U-4738 (4
0114.1.2
)
CO
RRID
OR
PU
BLIC
HE
ARIN
G
MA
P
NE
W
HA
NO
VE
R
CO
UN
TIES
BR
UN
SWIC
K
AN
D
CA
PE F
EA
R
CR
OSSIN
G
F.A. P
ROJE
CT S
TP
NH
F-0017(1
50)
TIP P
ROJE
CT
U-4738 (4
011
4.1.2)
RO
LL 1 O
F 2
RO
LL 1
OF 2
ROLL 1 OF 2
RO
LL 2 O
F 2
ALTERNATIVE T
AL
TE
RN
ATIV
E
TA
LT
ER
NA
TIV
E
T
0’
(ENGLISH)
500’
250’
500’ 1,000’
I-140
CAPE FEAR CROSSING
Max. Superelev. = 0.08
Design Speed = 70 MPH
Functional Class. = FREEWAY
Max. Superelev. = 0.08
Design Speed = 70 MPH
Functional Class. = INTERSTATE
DESIGN DATA
IMAGERY DATE - MAR. 2016
NCDOT ORTHOPHOTOGRAPHY
AERIAL PHOTOGRAPHY OBTAINED FROM
TRAFFIC DIAGRAM
2020 ADT
2040 ADT 57,500
37,200
69,800
43,400
I-140
38,500
12,000
25,400
9,100
13,100
2,900
(US 17)CAPE FEAR CROSSING
(US 17)CAPE FEAR CROSSING
TRAFFIC DIAGRAM
2020 ADT
2040 ADT
39,500
21,700
CROSSINGCAPE FEAR
47,100
69,000
50,600
13,600
25,900
56,700
CAPE FEAR CROSSINGUS 17 (OCEAN HWY)/
CAPE FEAR CROSSINGUS 17 (OCEAN HWY)/
9,100
12,600
INTERSTATE
140
(6-LANE ARTERIAL - WIDENING OUTSIDE)CAPE FEAR CROSSING
TYPICAL SECTION
17
US A
RM
Y R
AIL
RO
AD
US A
RM
Y R
AIL
RO
AD
US ARMY RAILRO
AD
TOWN
OF LELAND
BRUNSWICK COUNTY
TOW
N O
F LE
LAND
BRUNSWICK FOREST
LANVALE TRACE
WEDGEWOOD
HEARTHSTONE
GRAYSON PARK
SNEE FARM
BRUNSWICK FOREST
PARK
WES
TGATE
PLANTERS WALK
DOCTOR’S OFFICE
GOODMAN HOUSE AND
FORE
ST
BRUNSWIC
K
ALTERNATIVE B
B, Q, T, & V-AW
ALTERNATIVES
NA, Q, T, & V-A
W
ALTE
RN
ATIV
ES
ALTERNATIVE T
ALTERNATIVE B
ALTERNATIVE Q
SNEE FARMSNEE FARM
-L- STA. 10+00.00
ALTERNATIVE T
BEGIN PROJECT
MATCHLINE INSET 1
MATCHLINE INSET 1
1000’
1000’
ALTERNATIVE T
E. C
UTLAR XIN
G
PR
OVISIO
N P
KW
Y
OCE
AN H
WY E.
BR
UNS
WIC
K FO
REST P
KW
Y
GREGORY RD
OCEAN GATE PLAZA
E. C
UTLAR XIN
G
WATERFORD W
AY
OLDE
WEST GATE DR
LANVALE RD
WES
T G
ATE D
R
LOW C
OU
NTR
Y BLVD
SHELMORE WAY
GOODMAN RD N.E.
WIR
E R
D
WIR
E R
D
RIC
E G
ATE W
AY
AN
NS
DALE D
R
LOW COUNTRY BLVD
HE
WE
TT B
UR
TO
N R
D
MA
CO R
D
PIN
EC
LIF
F D
R
GOODMAN RD N.E.
LA
NV
ALE R
D
US 17 AND I-140 TO US 421 NEAR PORT OF WILMINGTON
US 17 A
ND I-14
0 T
O
US 421 N
EA
R
PO
RT
OF
WIL
MIN
GT
ON
US 17 A
ND I-14
0 T
O
US 421
NE
AR
PO
RT
OF
WIL
MIN
GT
ON
MA
TC
HLIN
E SEE R
OLL 2
CA
CA
CA
CA
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
LEGEND
C
A
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
connections are allowed.All cross-streets are grade separated. No private drivewayfacility provided only via ramps at interchanges.Full Control of Access is defined as a connection to aNOTE:
KKKKK
20202040
ALTERNATE B PINK
ALTERNATE MA
ALTERNATE NA
ALTERNATE Q GREEN
YELLOW
BLUE
ALTERNATE T CYAN
ALTERNATE V-AW PURPLE
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
CEMETERY
PROPOSED RIGHT OF WAY
PROPOSED CONTROL OF ACCESS
CITY OR TOWNSHIP LIMITS
PROPERTY LINES
EXISTING UTILITY EASEMENTS
HISTORIC PROPERTY
WETLAND
WETLAND LIMITS BOUNDARY
POTENTIAL NOISE ABATEMENT AREA
PROPOSED STRUCTURES
PRESENT ADTFUTURE ADT
PROPOSED PARTIAL CONTROL OF ACCESS
CONNECTIONS RE ALLOWED.ARE GRADE SEPARATED.NO PRIVATE DRIVEWAYVIA RAMPS AT INTERCHANGES.ALL CROSS-STREETSCONNECTIONTO A FACILITY PROVIDED ONLY FULL CONTROL OF ACCESS IS DEFINED AS A NOTE:
6:1
24’
FDPS
24’
FDPS
2’* 2’*
6:1
2’4’
FDPS
4’
FDPS
17’ 2’17’
23’23’
6’ 18’10’
30’
6’18’
HIN
GE P
OIN
T
FO
R FIL
LS
10’
30’
12’ 12’
SLOPES
* ADD 3’ WITH GUARDRAIL
0.04
6"
POINTGRADEGRADE
GRADE TO THIS LINEGRADE TO THIS LINE
CL
4:1
6"
POINT
6"
0.0250.0250.04 0.04
6:1 6:1
6:1
VARIABLE SLOPES
VARIABLE
SLOPE
HIN
GE P
OIN
T
FO
R C
UTS
3:1 M
AX
GROUNDORIGINAL
0.08
4:1 MAX
FO
R FIL
LS
HIN
GE P
OIN
T
6:1
6:1
4:16:1
VARIABLE
ORIGINAL GROUND VARIABLE SLOPE
HIN
GE P
OIN
T
FO
R C
UTS
0.025
6"
0.040.08
0.025
4:1 M
AX
3:1 MAX
-L-
10’ 10’36’ 36’
4:1 M
AX.4:1 MAX.
0.08
HIN
GE P
OIN
T
FO
R C
UTS
HIN
GE P
OIN
T
6’18’
0.025 0.025POINTGRADE
POINTGRADE
FO
R FIL
LS
6:1
VARIABLESLOPE
6:1
CL
GROUNDORIGINAL
HIN
GE P
OIN
T
FO
R FIL
LS
FDPS FDPS
3:1 M
AX
4:1
6:1
GROUNDORIGINAL
10’
30’
VARIABLE SLOPE
6:1
VARIABLESLOPE
6:1
GROUNDORIGINAL
3:1 MAX4:1
6:1
GROUNDORIGINAL
30’
VARIABLE SLOPE
2’* 2’*
* ADD 3’ WITH GUARDRAIL
18’6’10’
HIN
GE P
OIN
T
FO
R C
UTS
EXISTING EXISTING
GRADE TO THIS LINEGRADE TO THIS LINE
6:1
0.040.025
6:1
0.040.025
2’4’
FDPS
4’2’
FDPS
46-60’ MEDIAN
17-24’ 17-24’
0.04 0.04
US 17
LEGEND
C
A
connections are allowed.All cross-streets are grade separated. No private drivewayfacility provided only via ramps at interchanges.Full Control of Access is defined as a connection to aNOTE:
KKKKK
20202040
ALTERNATE B PINK
ALTERNATE MA
ALTERNATE NA
ALTERNATE Q GREEN
YELLOW
BLUE
ALTERNATE T CYAN
ALTERNATE V-AW PURPLE
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
CEMETERY
PROPOSED RIGHT OF WAY
PROPOSED CONTROL OF ACCESS
CITY OR TOWNSHIP LIMITS
PROPERTY LINES
EXISTING UTILITY EASEMENTS
HISTORIC PROPERTY
WETLAND
WETLAND LIMITS BOUNDARY
POTENTIAL NOISE ABATEMENT AREA
PROPOSED STRUCTURES
PRESENT ADTFUTURE ADT
PROPOSED PARTIAL CONTROL OF ACCESS
CONNECTIONS RE ALLOWED.ARE GRADE SEPARATED.NO PRIVATE DRIVEWAYVIA RAMPS AT INTERCHANGES.ALL CROSS-STREETSCONNECTIONTO A FACILITY PROVIDED ONLY FULL CONTROL OF ACCESS IS DEFINED AS A NOTE:
POTENTIAL NOISE ABATEMENT AREA
CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL.TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET, BARRIER MEET THE FEASIBLE AND REASONABLE CRITERIA WITHIN THE NCDOTTO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONSDETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGNWHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORETHE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR
150
175
200
225
250
275
300
325
350
375
400
425
450
15+00
15+00
HPB
CA
HPB
CA
NEW HANOVER COUNTIES
BRUNSWICK AND
CORRIDOR PUBLIC HEARING MAP
CAPE FEAR CROSSING
F.A. PROJECT STPNHF-0017(150)
TIP PROJECT U-4738 (40114.1.2)
CO
RRID
OR
PU
BLIC
HE
ARIN
G
MA
P
NE
W
HA
NO
VE
R
CO
UN
TIES
BR
UN
SWIC
K
AN
D
CA
PE F
EA
R
CR
OSSIN
G
F.A. P
ROJE
CT S
TP
NH
F-0017(15
0)
TIP P
ROJE
CT
U-4738 (4
0114.1.2
)
CO
RRID
OR
PU
BLIC
HE
ARIN
G
MA
P
NE
W
HA
NO
VE
R
CO
UN
TIES
BR
UN
SWIC
K
AN
D
CA
PE F
EA
R
CR
OSSIN
G
F.A. P
ROJE
CT S
TP
NH
F-0017(1
50)
TIP P
ROJE
CT
U-4738 (4
011
4.1.2)
ROLL 2 OF 2
RO
LL 2 O
F 2
RO
LL 2 O
F 2
AL
TE
RN
ATIV
E
T
ALTERNATIVE T
AL
TE
RN
ATIV
E
T
0’
(ENGLISH)
500’
250’
500’ 1,000’
TRAFFIC DIAGRAM
2020 ADT
2040 ADT
51,000
30,500
CROSSINGCAPE FEAR
26,300
14,700
36,400
25,100
NC 133 (RIVER RD)
39,500
21,700
CROSSINGCAPE FEAR 11,900
13,50011,200
6,000
5,200
2,700
1,000
10,600
NC 133 (RIVER RD)
TRAFFIC DIAGRAM
2020 ADT
2040 ADT 3,300
1,800
900
800
51,000
30,500
<50
2,400
1,000
<50
CROSSINGCAPE FEAR
RIVER RD
RIVER RD
TRAFFIC DIAGRAM
2020 ADT
2040 ADT
49,100
34,600
CROSSINGCAPE FEAR
40,000
31,400
31,500
26,900
US 421 (CAROLINA BEACH RD)
48,600
29,500
CROSSINGCAPE FEAR 9,000
11,3004,500
4,900
9,700
15,300
8,300
8,600
US 421 (CAROLINA BEACH RD)
CAPE FEAR CROSSING
Max. Superelev. = 0.08
Design Speed = 70 MPH
Functional Class. = FREEWAY
DESIGN DATA
IMAGERY DATE - MAR. 2016
NCDOT ORTHOPHOTOGRAPHY
AERIAL PHOTOGRAPHY OBTAINED FROM
133
133
CAPE FEAR CROSSINGTYPICAL SECTION
(6-LANE ARTERIAL - WIDENING OUTSIDE)CAPE FEAR CROSSING
TYPICAL SECTION
12’12’12’12’ 12’ 12’ 24’
CL
CAPE FEAR CROSSING BRIDGETYPICAL SECTION
421
117
421
117
TOWN OF LELAND
TO
WN O
F L
ELA
ND
NE
W H
AN
OV
ER C
OU
NT
Y
BR
UN
SWIC
K C
OU
NT
Y
GUARD ARMORY
WILMINGTON NATIONAL
MALLORY CREEK
SOUTH GATE
BARCLAY WEST
PORT WATCH
MARION LONG LEAF
PORT OF WILMINGTON
STADIUM
E.P. GODWIN
STADIUM
LEGION
ECHO FARMS
CAPE FEA
R RIV
ER
CAPE FEA
R RIV
ER
PARK CEMETERY
GREENLAWN MEMORIAL
PLANTATION
CLARENDON
GYPSUM
NATIONAL
BONDED WAREHOUSE
CAPE FEAR
HANOVER HEIGHTS
FOREST
BRUNSWICK
ALTER
NATIV
E T
B, NA, & TALTERNATIVES
MA & Q
ALTERNATIVES
500’
-L- STA. 472+55.68
ALTERNATIVE T
END PROJECT
1000’
1000’ALTERNATIVE T
1000’
1000’
SHIPYARD BLVD
SHIPYARD BLVD
CA
RO
LIN
A B
EA
CH R
D
17T
H S
T
BELL ST
ME
DIC
AL C
EN
TE
R D
R
RIV
ER R
DRIV
ER R
D
CA
RO
LIN
A B
EA
CH R
D
RIV
ER R
D
17T
H S
T
ME
DIC
AL C
EN
TE
R D
R
WO
RT
H D
R
VA
NC
E S
T
INDEP
ENDEN
CE
BLVD
BRYAN RD
SU
NN
YVALE D
R
RALEIG
H S
T
INDEP
ENDENCE BLVD
MALLO
RY C
REE
K D
R
LA
KE S
HO
RE D
R
CYPRESS D
R
US 17 AND I-140 TO US 421 NEAR PORT OF WILMINGTON
US 17 A
ND I-14
0 T
O
US 421 N
EA
R
PO
RT
OF
WIL
MIN
GT
ON
US 17 A
ND I-14
0 T
O
US 421
NE
AR
PO
RT
OF
WIL
MIN
GT
ON
SEE
ROLL 1
MATC
HLI
NE
