legend corridor public hearing map brunswick and...traffic noise policy. if these criteria are met,...
TRANSCRIPT
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
C
A
C
A
CA
CA
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-
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
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
200
225
250
275
25
25
50
75
100
125
24.00’
CA
CA
CA
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 1 OF 2
RO
LL 1 O
F 2
RO
LL 1
OF 2
ALTERNATIVE NA
AL
TE
RN
ATIV
E
NA
AL
TE
RN
ATIV
E
NA
0’
(ENGLISH)
500’
250’
500’ 1,000’
I-140
Max. Superelev. = 0.08
Design Speed = 70 MPH
Functional Class. = FREEWAY
Max. Superelev. = 0.08
Design Speed = 70 MPH
Functional Class. = INTERSTATE
DESIGN DATA
CAPE FEAR CROSSING
TRAFFIC DIAGRAM
2020 ADT
2040 ADT
37,900
18,000
CROSSINGCAPE FEAR
48,400
33,100
69,800
43,400
US 17
US 17
44,900
21,900
I-1407,800
13,30022,000
10,400
3,300
6,100
4,000
7,200
IMAGERY DATE - MAR. 2016
NCDOT ORTHOPHOTOGRAPHY
AERIAL PHOTOGRAPHY OBTAINED FROM
INTERSTATE
140
CAPE FEAR CROSSINGTYPICAL SECTION
17
17
US ARMY RAILRO
AD
US A
RM
Y R
AIL
RO
AD
US A
RM
Y R
AIL
RO
AD
TOWN OF LELAND
TOWN
OF LELAND
GRAYSON PARK
SNEE FARM
BRUNSWICK FOREST
BRUNSWICK FOREST
STONEY CREEK
PLANTERS WALK
DOCTOR’S OFFICE
GOODMAN HOUSE AND
FORE
ST
BRUNSWIC
K
TOWN CREEK
NA, Q, T, & V-A
W
ALTE
RN
ATIV
ES
MA & NA
ALTERNATIV
ES
ALTERNATIVE Q
MA &
NA
ALTERNATI
VES
ALTERNATIVE T
500’
500’
500’
1000’
-L- STA. 101+74.00
ALTERNATIVE NA
BEGIN PROJECT
ALTERNATIVE NA
1000’
PR
OVISIO
N P
KW
Y
OCE
AN H
WY E.
LANVALE RD
LOW C
OU
NTR
Y BLVD
SHELMORE WAY
GOODMAN RD N.E.
MA
CO R
D
OLD TOW
N CREEK
RD
WIR
E R
D
RIC
E G
ATE W
AY
AN
NS
DALE D
R
HE
WE
TT B
UR
TO
N R
D
DUR
ANT A
VE
MA
CO R
D
PIN
EC
LIF
F D
R
GOODMAN RD N.E.
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
MATCHLINE SEE ROLL 2
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
C
AC
A
C
A
CA
CA
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-
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
300
325
350
375
400
425
450
475
500
525
550
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
ALTERNATIVE NA
AL
TE
RN
ATIV
E
NA
AL
TE
RN
ATIV
E
NA
0’
(ENGLISH)
500’
250’
500’ 1,000’
TRAFFIC DIAGRAM
2020 ADT
2040 ADT
50,000
28,300
CrossingCape Fear
27,100
11,700
36,400
24,600
18,000
CrossingCape Fear 13,000
13,50011,600
4,100
2,800
800
37,900
NC 133 (RIVER RD)
NC 133 (RIVER RD)
2,800
12,400
TRAFFIC DIAGRAM
2020 ADT
2040 ADT
49,100
34,600
CrossingCape Fear
40,000
31,400
31,300
26,900
27,300
CrossingCape Fear 9,600
11,3004,500
5,100
11,000
14,900
7,900
9,300
47,600
US 421 (CAROLINA BEACH RD)
US 421 (CAROLINA BEACH RD)
CAPE FEAR CROSSING
Max. Superelev. = 0.08
Design Speed = 70 MPH
Functional Class. = FREEWAY
DESIGN DATA
3,300
1,800
900
800
2020 ADT
2040 ADT
1,000
<50
28,300
CROSSINGCAPE FEAR
50,000
<50
2,400
WORTH DR
WORTH DR
IMAGERY DATE - MAR. 2016
NCDOT ORTHOPHOTOGRAPHY
AERIAL PHOTOGRAPHY OBTAINED FROM
133
133
CAPE FEAR CROSSINGTYPICAL 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
CAPE FEA
R RIV
ER
PARK CEMETERY
GREENLAWN MEMORIAL
PLANTATION
CLARENDON
GYPSUM
NATIONAL
BONDED WAREHOUSE
CAPE FEAR
HISTORIC DISTRICT
SUNSET PARK
HANOVER HEIGHTS
FOREST
BRUNSWICK
ALTERNATIVE B
ALTERNATIVE Q
ALTER
NATIV
E T
B, NA, & TALTERNATIVES
MA & Q
ALTERNATIVES
V-A
WA
LT
ER
NA
TIV
E
200’
200’
500’
1000’
1000’
1000’
-L- STA. 560+55.58
ALTERNATIVE B
END PROJECT
1000’
ALTERNATIVE NA
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
D
RIV
ER R
D
RIV
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
MA
TC
HLIN
E SEE R
OLL 1