LEGEND CORRIDOR PUBLIC HEARING MAP BRUNSWICK AND...traffic noise policy. if these criteria are met,...
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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 C A C A LEGEND C A DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION connections are allowed. All cross-streets are grade separated. No private driveway facility provided only via ramps at interchanges. Full Control of Access is defined as a connection to a NOTE: K K K K K 2020 2040 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 ADT FUTURE ADT PROPOSED PARTIAL CONTROL OF ACCESS CONNECTIONS RE ALLOWED. ARE GRADE SEPARATED.NO PRIVATE DRIVEWAY VIA RAMPS AT INTERCHANGES.ALL CROSS-STREETS CONNECTIONTO 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’ HI NGE P O I NT F O R F I LL S 10’ 30’ 12’ 12’ SLOPES * ADD 3’ WITH GUARDRAIL 0 . 04 6" POINT GRADE GRADE GRADE TO THIS LINE GRADE TO THIS LINE C L 4 : 1 6" POINT 6" 0 . 025 0 . 025 0 . 04 0 . 04 6 : 1 6 : 1 6 : 1 VARIABLE SLOPES VARIABLE SLOPE HI NGE P O I NT F O R CUT S 3 : 1 MA X GROUND ORIGINAL 0 . 08 4 : 1 M AX F O R F I LL S HI NGE P O I NT 6 : 1 6 : 1 4 : 1 6 : 1 VARIABLE ORIGINAL GROUND VARIABLE SLOPE HI NGE P O I NT F O R CUT S 0 . 025 6" 0 . 04 0 . 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 driv facility provided only via ramps at interchanges. Full Control of Access is defined as a connection to NOTE: K K K K K 2020 2040 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 ADT FUTURE ADT PROPOSED PARTIAL CONTROL OF ACCESS CONNECTIONS RE ALLOWED. ARE GRADE SEPARATED.NO PRIVATE DRIVEWAY VIA RAMPS AT INTERCHANGES.ALL CROSS-STREETS CONNECTIONTO 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 NCDOT TO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONS DETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGN WHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORE THE 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 POINT NOTE: 25 50 75 100 125 150 17 5 200 225 250 2 75 25 25 50 75 100 125 24 . 0 0 ’ C A C A C A HPB C A HPB C A NEW HANOVER COUNTIES BRUNSWICK AND C O RR I DO R P U B L I C H E A R I NG M A P CAPE FEAR CROSSING F.A. PROJECT STPNHF-0017(150) TIP PROJECT U-4738 (40114.1.2) C O RR I DO R P U B L I C H E A R I NG M A P N E W HANOV E R C O UN T I E S BR UN S W I C K AND C A P E F E A R CR O SS I NG F . A . P R O J E C T S T P NH F - 0 017 ( 150 ) T I P P R O J E C T U - 4 7 3 8 ( 4 0 1 14 . 1 . 2 ) C O RR I D O R P U B L I C H E A R I N G M A P N E W H A N O V E R C O U N T I E S B RU N S W I C K A N D C A P E F E A R C R O S S I N G F . A . P R O J E C T S T P N H F - 0 0 1 7 ( 1 5 0 ) T I P P R O J E C T U - 4 7 3 8 ( 4 0 1 1 4 . 1 . 2 ) ROLL 1 OF 2 R OL L 1 O F 2 R O L L 1 O F 2 ALTERNATIVE NA A L T E RN A T I V E N A A L TE R NA T I V 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 CROSSING CAPE FEAR 48,400 33,100 69,800 43,400 US 17 US 17 44,900 21,900 I-140 7,800 13,300 22,000 10,400 3,300 6,100 4,000 7,200 IMAGERY DATE - MAR. 2016 NCDOT ORTHOPHOTOGRAPHY AERIAL PHOTOGRAPHY OBTAINED FROM I N TE R S T A TE 140 CAPE FEAR CROSSING TYPICAL SECTION 17 17 U S A R MY R A I L R OAD US A RM Y RA I L ROAD US A RM Y RA I L ROAD T O W NO F LEL AND T O WN O F L EL AND GRAYSON PARK SNEE FARM BRUNSWICK FOREST BRUNSWICK FOREST STONEY CREEK PLANTERS WALK DO C T O R ’ SO FF I C E GOOD M AN HOU S EAND F O R E S T BR UN S W I C K T O W N CR EE K NA , Q , T , & V - A W A LTE RNA T I V E S M A&N A A LTE R NA T I V E S A LTE R N A T I V E Q M A & NA A L TE R NA T I V E S A LTE R NA T I V E T 500 ’ 5 00 ’ 500 ’ 1 0 00 ’ -L- STA. 101+74.00 ALTERNATIVE NA BEGIN PROJECT A LTE R N A T I V E N A 1000 ’ P R OV I S I ON P K W Y O CE AN HW Y E . L ANVA LE R D L O W C OUN T R Y B L VD S H E L M O R E W AY GOO D M ANR DN . E . M A CO RD O L D T O WN CR EE KR D W I RE RD RI CE GA TE W AY ANNS DA LE DR HE W E T T B URT ON RD DU R AN T AV E M A CO RD P I NE CL I FF DR GOOD M ANR DN . E . US 17 AND I-140 TO US 421 NEAR PORT OF WILMINGTON U S 17 AND I- 140 T O U S 421NE A R P ORT OF W I L M I NGT ON U S 17 AND I- 140 T O U S 421NE A R P ORT OF W I L M I NGT ON M A T C H L I N E S EE R O L L2
Transcript of LEGEND CORRIDOR PUBLIC HEARING MAP BRUNSWICK AND...traffic noise policy. if these criteria are met,...
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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
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6:1
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4’
FDPS
17’ 2’17’
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30’
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HIN
GE P
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FO
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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"
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6"
0.0250.0250.04 0.04
6:1 6:1
6:1
VARIABLE SLOPES
VARIABLE
SLOPE
HIN
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3:1 M
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3:1 MAX
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LEGEND
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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:
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CA
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HPB
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HPB
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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)
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OSSIN
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F-0017(15
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TIP P
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U-4738 (4
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U-4738 (4
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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
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US ARMY RAILRO
AD
US A
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Y R
AIL
RO
AD
US A
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Y R
AIL
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TOWN OF LELAND
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GRAYSON PARK
SNEE FARM
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STONEY CREEK
PLANTERS WALK
DOCTOR’S OFFICE
GOODMAN HOUSE AND
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-L- STA. 101+74.00
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BEGIN PROJECT
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OVISIO
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OCE
AN H
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LOW C
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CO R
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PIN
EC
LIF
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US 17 AND I-140 TO US 421 NEAR PORT OF WILMINGTON
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MATCHLINE SEE ROLL 2
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LEGEND
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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
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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
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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
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CO
UN
TIES
BR
UN
SWIC
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AN
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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
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CO
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TIES
BR
UN
SWIC
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AN
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CA
PE F
EA
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OSSIN
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ROJE
CT S
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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
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NA
AL
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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
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17T
H S
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BELL ST
ME
DIC
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EN
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CA
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H S
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EN
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VA
NC
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INDEP
ENDEN
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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
