TRAFFIC VOLUME DATA - NCDOT...TRAFFIC VOLUME DATA US 17 US 17 NC 211 42500 31700 32700 24300 18000...
Transcript of TRAFFIC VOLUME DATA - NCDOT...TRAFFIC VOLUME DATA US 17 US 17 NC 211 42500 31700 32700 24300 18000...
AB
C
D
-L- CURVE DATA
PIs Sta 16+21.81
F
Ls = 165.00'
LT = 110.02'
ST = 55.02'
PI Sta 18+94.79
D
L = 432.96'
T = 217.99'
R = 1,500.00'
PIs Sta 25+10.09
F
Ls = 240.00'
LT = 160.34'
ST = 80.31'
PI Sta 28+58.21
D
L = 504.85'
T = 268.45'
R = 600.00'
PI Sta 35+19.00
D
L = 298.55'
T = 149.28'
R = 11,500.00'
SE = 08
RO = SEE PLANS
SE = 025
RO = SEE PLANS
SE = 08
RO = SEE PLANS
PIs Sta 21+89.80
Ls = 240.00'
LT = 160.05'
ST = 80.05'
F
PIs Sta 12+14.37
F
Ls = 275.00'
LT = 186.89'
ST = 94.91'
PIs Sta 23+39.41
F
F
Ls = 210.00'
LT = 140.28'
ST = 72.88'
PI Sta 25+09.15
D
L = 65.25'
T = 32.63'
R = 11,470.00'
PI Sta 16+99.64
D
L = 964.03'
T = 397.15'
R = 230.00'
-Y1RPA- CURVE DATA
-Y1LPA- CURVE DATA
SE = 08
RO = SEE PLANS
PIs Sta 11+10.03
F
Ls = 165.00'
LT = 110.03'
ST = 55.02'
PI Sta 14+78.26
D
L = 612.85'
T = 313.26'
R = 1,200.00'
PIs Sta 18+57.93
F
Ls = 240.00'
LT = 160.08'
ST = 80.08'
PIs Sta 21+78.47
F
Ls = 240.00'
LT = 160.62'
ST = 80.56'
PI Sta 24+76.51
D
L = 406.36'
T = 218.66'
R = 444.00'
PIs Sta 11+24.47
F
Ls = 135.00'
LT = 90.01'
ST = 45.01'
PI Sta 15+41.90
D
L = 729.73'
T = 372.44'
R = 1,480.00'
-Y1RPD- CURVE DATA
RO = SEE PLANS
SE = 07
DS = 55 MPH
PIs Sta 56+01.59
F
Ls = 300.00'
LT = 200.03'
ST = 100.03'
PI Sta 63+42.45
D
L = 1,261.39'
T = 640.89'
R = 2,891.79'
RO = SEE PLANS
SE = 06
-Y1RPC- CURVE DATA
PI Sta 31+50.58
D
L = 600.26'
T = 300.20'
R = 11,500.00'
PI Sta 39+22.06
D
L = 942.31'
T = 471.42'
R = 11,500.00'
PI Sta 45+65.85
D
L = 345.77'
T = 172.90'
R = 11,500.00'
-Y1- CURVE DATA
-Y1RPB- CURVE DATA
SE = 07
RO = SEE PLANS
PI Sta 17+37.08
D
L = 972.53'
T = 496.60'
R = 1,950.00'
PIs Sta 11+95.48
Ls = 135.00'
LT = 90.01'
ST = 45.01'
F
CENTER
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TREE LIMB
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42" x 72" 100 scaleUse level overrides, roadway.plt and no pen table or design script to print
SO
UR
CE:
NC
ON
E
MA
P
AE
RIA
L
DA
TE: F
EB
RU
AR
Y 2016
SO
UR
CE: N
C
ON
E
MA
P
AE
RIA
L
DA
TE: F
EB
RU
AR
Y 2016
SOURCE: NC ONE MAPAERIAL DATE: FEBRUARY 2016
LEGEND
100' 0' 100' 200'
50'
UTILITY INFORMATION
SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND AREUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS,LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIALDISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS ISUTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHERTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED
ELIMINATED.SUCH AS VIA A SIDE ROAD, ACCESS TO U.S. 74 MAY BEPOINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS,(FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESSPER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGESFULL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINT
NOTE:
0000
0000 PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED CONTROL OF ACCESSC
A
EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL
LEGEND
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
100' 0' 100' 200'
50'
UTILITY INFORMATION
SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND AREUTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS,LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIALDISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS ISUTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHERTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED
ELIMINATED.SUCH AS VIA A SIDE ROAD, ACCESS TO U.S. 74 MAY BEPOINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS,(FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESSPER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGESFULL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINT
NOTE:
EXISTING ROADWAY
PROPOSED STRUCTURES, ISLAND, SIDEWALK,
CURB AND GUTTER
EXISTING ROADWAY TO BE REMOVED
EXISTING STRUCTURES, ISLAND, SIDEWALK
CURB AND GUTTER TO BE REMOVED
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING UTILITY EASEMENT
LAKES, RIVERS, STREAMS, AND PONDS
EXISTING EASEMENT BY OTHERS
PROPOSED CONSTRUCTION EASEMENT
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
BUILDINGS
20402017
TRAFFIC VOLUME DATA
US 17 US 17
NC 211
4250031700
3270024300
1800012300
NC 211110007500
120008600
1500900
36002500
29002200
20402017
TRAFFIC VOLUME DATA
US 17 US 17
NC 211
4250031700
3270024300
1800012300
NC 211110007500
120008600
1500900
36002500
29002200
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
WETLANDS
PRELIMINARY SERVICE ROAD (PENDING STUDY)
0000
0000 PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED CONTROL OF ACCESSC
A
EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL
EXISTING ROADWAY
PROPOSED STRUCTURES, ISLAND, SIDEWALK,
CURB AND GUTTER
EXISTING ROADWAY TO BE REMOVED
EXISTING STRUCTURES, ISLAND, SIDEWALK
CURB AND GUTTER TO BE REMOVED
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING UTILITY EASEMENT
LAKES, RIVERS, STREAMS, AND PONDS
EXISTING EASEMENT BY OTHERS
PROPOSED CONSTRUCTION EASEMENT
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
BUILDINGS
WETLANDS
PRELIMINARY SERVICE ROAD (PENDING STUDY)
-L- 10
+00
-L- 15
+00
-L- 20+
00
-L- 25+
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-Y1R
PB- 10
+00
-SRSB- 25+
00
-Y1R
PB- 10
+00
-Y1R
PB- 15
+00
-L- 30+
00
-SRSB- 15+00
-Y1- 4
5+00
-Y1- 5
0+00
-Y1- 4
0+00
-L- 35+
00
-L- 40+
00
-L- 45+
00
-Y1R
PA-
20+
00
-L- 50+
00
-Y1R
PA- 15
+00
-L- 55+
00
-Y1R
PA- 10
+00
-L- 60+
00
-Y1R
PA- 10
+00
-L- 65+
00
-Y1- 2
0+00
-Y1- 2
5+00
-Y1- 3
0+00
-Y1- 3
5+00
-Y1R
PB- 20+
00
-Y1R
PC- 10
+00
-SRSC- 15
+00
-Y1R
PC- 15
+00
-Y1R
PC- 20+
00
-Y1R
PC- 25+
00
-Y1R
PD- 10
+00
PUBLIC MEETING MAP
PU
BLIC
ME
ETIN
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MA
P
SCALE
PU
BLIC
ME
ETIN
G
MA
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TIP NO. U-5932
BRUNSWICK COUNTY
CONVERSION
INTERSECTION TO INTERCHANGE
US 17 AT NC 211:
MAY 2019
TIP
NO. U-5932
BR
UN
SWIC
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CO
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CO
NV
ER
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RS
EC
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TO IN
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RC
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US 17 A
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NC 211:
MA
Y 2019
CO
NV
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RS
EC
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N
TO IN
TE
RC
HA
NG
E
US 17 A
T
NC 211:
BR
UN
SWIC
K
CO
UN
TY
TIP
NO. U
-5932
MA
Y 2019
DESIGN DATA
SCALE
6%=Max. Superelev.
Posted Speed = 55 mph
= 60 mphDesign Speed
Urban Principal Arterial=Functional Class.
DESIGN DATA
6%=Max. Superelev.
Posted Speed = 55 mph
= 60 mphDesign Speed
Urban Principal Arterial=Functional Class.
C
C C
C
C
C
C
C
C
C
C
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C
C
C
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C
C
C
F
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F
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F
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C
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F F
F
C
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F
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C
C
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F
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F
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F
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F
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FC C
C
C
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CA
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CA
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A
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C
A
C
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-L- STA. 10+10.00
BEGIN TIP PROJECT U-5932
-L- STA. 69+00.00
END TIP PROJECT U-5932
BLANTON RD. SE
STO
NE
CHIM
NEY R
D.
STONE
CHIMNEY R
D.
QUIL
T RD.
FO
RT C
HA
RLES
DR.
ME
DIC
AL C
AM
PU
S
DR.
STAPLES MILL DR.
OFFICE
POST
SENIOR CENTER
BRUNSWICK COUNTY
GAS
MARATHON
APPLIANCE CENTER
CROSSROADS
STATION
FIRE
QUILT RD.
COUNTR
YSID
E ST.
DA
NBU
RY LO
OP
BOJANGLES'HARDEE'S
EXPRESS
KANGAROO
MCDONALD'S
WELL CARE
MARKETP
LACE
LOC
KW
OO
D FO
LLY
KIDNEY CARE
FRESENIUS
PROPANE
CAMPBELL
GENERAL
DOLLAR
SALES & SALVAGE
LEWIS AUTO
TIRE
PATE'S
CHURCH
BAPTIST
SUPPLY
METHODIST CHURCH
CONCORD UNITED
TO BOLIV
IA
TO
SO
UTHPO
RT
TO
BO
LTO
N
TO SHALOTTE
SERVICE ROAD C
PRELIMINARY
HVAC
FULFORD
SERVICEROAD B
PRELIMINARY
ANTIQUES
OLDE CHURCH
17
17
211
211