60645 rdy phm us64display-copy of rdy phm sheet 2...detailed analyses will occur during final...
TRANSCRIPT
ROLL - 8
ROLL - 8
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SY
STIM
E$$$$$
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DG
N$$$$$$$$$$$$$$$$
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US
ER
NA
ME$$$$
BUNCOMBE & HENDERSON COUNTY
BU
NC
OM
BE
&
HE
ND
ER
SO
N
CO
UN
TY
BU
NC
OM
BE
&
HE
ND
ER
SO
N
CO
UN
TY
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
WBS 36030.1.1 (I-4700) - F. A. PROJECT IMNHF-026-1(86)9
WBS 34232.1.1 (I-4400) - F. A. PROJECT NHF-26-1(62)23
F. A. P
ROJE
CT
NH
F-26-1(
62)2
3
WB
S 34232.1.1 (I-4400)
F. A. P
ROJE
CT IM
NH
F-026-1(
86)9
WB
S 36030.1.1 (I-4700)
F. A. P
ROJE
CT
NH
F-26-1(
62)2
3
WB
S 34232.1.1 (I-4400)
F. A. P
ROJE
CT IM
NH
F-026-1(
86)9
WB
S 36030.1.1 (I-4700)
DESIGN PUBLIC MEETING MAP
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
DESIG
N
PU
BLIC
ME
ETIN
G
MA
PPREFERRED ALTERNATIVE
ALTERNATIVEPREFERRED
ALTERNATIVEPREFERRED
LEGEND
PROPOSED TRAFFIC SIGNAL
WETLAND LIMITS BOUNDARY
HISTORIC PROPERTY BOUNDARY HPB
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
CEMETERIES
NOISE STUDY AREA
DUKE ENERGY COMPLIANCE MONITORING WELL
DUKE ENERGY WATER WELL LOCATION
DUKE ENERGY MONITORING WELL
DUKE ENERGY PIEZOMETER
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
EXISTING UTILITY EASEMENT
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
MOUNTAINS TO SEA TRAIL
EXISTING TRAFFIC SIGNAL
OTHER STIP PROJECTS
F
C
LIMITS OF TRANSITION FILL
LIMITS OF TRANSITION CUT
LEGEND
PROPOSED TRAFFIC SIGNAL
WETLAND LIMITS BOUNDARY
HISTORIC PROPERTY BOUNDARY HPB
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
CEMETERIES
NOISE STUDY AREA
DUKE ENERGY COMPLIANCE MONITORING WELL
DUKE ENERGY WATER WELL LOCATION
DUKE ENERGY MONITORING WELL
DUKE ENERGY PIEZOMETER
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
EXISTING UTILITY EASEMENT
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
MOUNTAINS TO SEA TRAIL
EXISTING TRAFFIC SIGNAL
OTHER STIP PROJECTS
F
C
LIMITS OF TRANSITION FILL
LIMITS OF TRANSITION CUT
US 64 INTERCHANGE CONCEPT
ROLL 8 OF 8
US 64 IN
TE
RC
HA
NG
E
CO
NC
EP
T
RO
LL 8 O
F 8
US 64 IN
TE
RC
HA
NG
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CO
NC
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T
RO
LL 8 O
F 8
ROLL - 8
ROLL - 8
0' 100' 200'
50'
100'
(ENGLISH)
0' 100' 200'
50'
100'
(ENGLISH)
CA
C A
C A
C
A
C
A
C
A
CA
C
A
C
A
C
A
T
S
T
SS
P
S
CONC
S
S
ALBEA WILLIAMS LLC
BON WORTH FRANCIS ROAD LLC
SCHRODER, LEONARD
LAKE POINTE LANDING RETIREMNT INVESTORS
KEN KEN CORP
WILLIAMS, ROBERT D
DREAMS DOMINION INC
PI Sta 12+33.89
D PI Sta 19+02.90
L = 392.94'
T = 200.97'
R = 760.00'
PIs Sta 21+61.65
F
Ls = 200.00'
LT = 133.45'
ST = 66.78'
D PIs Sta 16+35.39
F
Ls = 200.00'
LT = 133.45'
ST = 66.78'
L = 183.32'
T = 96.00'
R = 250.00'
PIs Sta 11+35.69
F
Ls = 200.00'
LT = 135.69'
ST = 68.81'
PI Sta 26+59.04
D
L = 591.56'
T = 1,459.04'
R = 175.00'
PIs Sta 18+60.37
F
Ls = 200.00'
LT = 135.69'
ST = 68.81'
PIs Sta 11+33.40
Ls = 200.00'
LT = 133.40'
ST = 66.73'
PI Sta 14+34.57
D
L = 460.80'
T = 234.57'
R = 1,000.00'
PIs Sta 17+27.53
F
Ls = 200.00'
LT = 133.40'
ST = 66.73'
PI Sta 32+32.35
D
L = 598.80'
T = 299.76'
R = 5,018.78'
PI Sta 17+38.55
L = 1,090.41'
T = 545.21'
R = 237,308.62'
D
F
R = 3,770.72'
PIs Sta 15+04.41
F
Ls = 200.00'
LT = 133.45'
ST = 66.78'
PI Sta 18+25.93
L = 492.01'
T = 254.98'
R = 760.00'
PIs Sta 21+29.75
F
Ls = 200.00'
LT = 133.45'
ST = 66.78'
D
T = 185.63'
L = 370.96'
D
PI Sta 11+85.63
PI Sta 19+43.17
D
L = 416.72'
T = 210.52'
R = 1,190.00'
PIs Sta 16+66.04
Ls = 200.00'
LT = 133.38'
ST = 66.71'
PI Sta 12+00.22
D
L = 249.83'
T = 136.47'
R = 250.00'
PIs Sta 22+16.09
Ls = 200.00'
LT = 133.38'
ST = 66.71'
F
PIs Sta 11+35.69
F
Ls = 200.00'
LT = 135.69'
ST = 68.81'
PI Sta 26+75.02
L = 591.11'
T = 1,475.02'
R = 175.00'
D
PIs Sta 18+59.92
F
LT = 135.69'
Ls = 200.00'
ST = 68.81'
F
360+00
365+00
370+00
375+00
380+00
385+00
390+00
395+
00
400+00
-L- TS Sta. 375+44.95
Sta. 377+74.45
-L- SC
-L- CS Sta. 396+10.46
-Y3RPA- (US 64)
-Y3LPB- (US 64)
-Y3RPB- (US 64)
-Y3LPD- (US 64)
-Y3RPD- (US 64)
-Y3RPC- (US 64)
-Y3- (US 64)
A
B
C
D
C A
C
A
C
C
C
F
F
F
C
C
F
F
C
CF
F
C
F
F
F
F
F
F
CF
C
CC
C
F
C
F
F
C
CF
F
C
C
F
F
F
C
F
F
F
C
C
C
F
F
C
F
F
DESIGN DATA
Max Superelev.Design Speed Functional Class.
===
0.0865 MPHINTERSTATE
DESIGN DATA
Max Superelev.Design Speed Functional Class.
===
0.0865 MPHINTERSTATE
-L4400
A- (I-26)
SR15
16 (FR
AN
CIS RD.)
(CHIMNEY ROCK RD.)US 64
(CHIMNEY ROCK RD.
)US 64
SR1896 (MITCHELLE DR.)
SR16
34 (C
ARO
LIN
A
VIL
LA
GE RD.)
SR18
97 (S
UG
ARLO
AF
RD.)
BEING LIMITED TO INTERCHANGES.THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESSNOTE:
DATE TAKEN - MAY 8, 2015SOURCE - NC ONE MAPAERIAL IMAGERY:
DATE TAKEN - MAY 8, 2015SOURCE - NC ONE MAPAERIAL IMAGERY:
WLB
WLB
BEING LIMITED TO INTERCHANGES.THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESSNOTE:
POTENTIAL NOISE ABATEMENT AREA
NOISE WALL CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL.THE NCDOT TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET,LOCATIONS MEET THE REASONABLE AND FEASIBLE CRITERIA WITHINDESIGN TO DETERMINE WHETHER THESE POTENTIAL NOISE BARRIERDETAILED ANALYSES WILL OCCUR DURING FINAL PROJECTWHICH POTENTIAL SOUND BARRIERS HAVE BEEN IDENTIFIED. MORETHE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR
POTENTIAL NOISE ABATEMENT AREA
NOISE WALL CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL.THE NCDOT TRAFFIC NOISE POLICY. IF THESE CRITERIA ARE MET,LOCATIONS MEET THE REASONABLE AND FEASIBLE CRITERIA WITHINDESIGN TO DETERMINE WHETHER THESE POTENTIAL NOISE BARRIERDETAILED ANALYSES WILL OCCUR DURING FINAL PROJECTWHICH POTENTIAL SOUND BARRIERS HAVE BEEN IDENTIFIED. MORETHE LABELED AREAS INDICATE NOISE-SENSITIVE LOCATIONS FOR
ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, EXISTING AND POTENTIAL UTILITY EASEMENTS. THE DESIGNS ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN PROPOSED UTILITIES ARE NOT SHOWN ON THESE MAPS OR TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND
UTILITY INFORMATION
ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, EXISTING AND POTENTIAL UTILITY EASEMENTS. THE DESIGNS ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN PROPOSED UTILITIES ARE NOT SHOWN ON THESE MAPS OR TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND
UTILITY INFORMATION
v
v
v
v
v
v
v
v
v
v
v
v
v
v
I-26
US 64
2040
2011TRAFFIC DATA
45,000
38,300
10,400
9,000
7,600
4,900
84,400
48,700
90,500
57,100
12,600
9,900
48,900
39,900
9,300
5,600
88'
88'
98.5'
98.5'
BEGIN I-4400BAEND I-4400A
BEGIN I-4400BBEND I-4400BA
CL12'-0" 14'-0" 18'-0"
4'-0"
GRADEPOINT
12'-0"
12'-0"4'-0" TO
VARIES
12'-0"4'-0" TO
VARIES
TYPICAL RAMP SECTION OF US 64
CL
12'-0"
TYPICAL SECTION OF US-64
GRADEPOINT
12'-0" VARIES 12'-0"
5'-0"
7'-0"
5'-0"5'-0"
5'-0"
7'-0" 12'-0"12'-0"12'-0"
GRADEPOINT
TYPICAL BRIDGE SECTION OF US-64
12'-0" 5'-6"12'-0" 12'-0"5'-6" 5'-6" 12'-0"
113'-6" CLEAR ROADWAY
117'-6" OVERALL
12'-6" 12'-6"12'-0"12'-0"
5'-6"
2'-0"
5'-0" 5'-6"
2'-0"
5'-0"
CL
CIT
Y LIM
ITS
HE
ND
ERS
ON
VIL
LE
CIT
Y LIM
ITS
HE
ND
ERS
ON
VIL
LE
CIT
Y LIM
ITS
HE
ND
ERS
ON
VIL
LE
154
155
156
157
158
115
114
113
112111
107
108
109
110
105
106
152
153
64
64