do not use for r/w acquisition project u-6021 …u-6021 -l- sta. 10+51.70 begin tip project -l- sta....
TRANSCRIPT
-
SIDEWALK NOTE:
WILL BE FINALIZED AT A LATER DATE.PLANS AND ARE SUBJECT TO CHANGE. DRIVEWAY LOCATIONSDRIVEWAYS ARE NOT SHOWN, AS MAP IS BASED ON PRELIMINARYDRIVEWAY NOTE:
ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.EASEMENTS. THE DESIGNS SHOWN ON THIS MAP, INCLUDING UTILITY EASEMENTS,ON THIS MAP IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITYSHOWN ON THIS MAP OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWNTO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOTUTILITY INFORMATION:
AGREEMENT WITH THE CITY OF DURHAM.SIDEWALKS SHOWN ARE PRELIMINARY AND SUBJECT TO A COST SHARE
2040 ADT
2017 ADT
2040 ADT
2017 ADT
2040 ADT
2017 ADT
2040 ADT
2017 ADT
DUAL = 3%
TTST = 1%
DIR = 55%
DHV = 9%
2040 ADT
2017 ADT
2040 ADT
2017 ADT
2040 ADT
2017 ADT
2040 ADT
2017 ADT
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
BARBEE DR. WORTLEY DR. JULIETTE DR. EBON RD.
6900
7300
600
300
7500
7600
17700
12300
24000
19300
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
DUAL = 3%
TTST = 1%
DIR = 55%
DHV = 10%
300
200
400
200
300
200
100
100
500
500
17700
12300
800
600
18000
12400
DUAL = 2%
TTST = 1%
DIR = 55%
DHV = 8%
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
DUAL = 5%
TTST = 1%
DIR = 55%
DHV = 9%
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
100
100
200
100
7200
3700
100
800
300
200
25200
15300
7300
4500
18000
12400
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
DUAL = 3%
TTST = 1%
DIR = 70%
DHV = 11%
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
DUAL = 2%
TTST = 1%
DIR = 55%
DHV = 10%
200
200
400
100
600
300
25400
15200
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
PEARSON DR. JULIETTE DR.
700
500
3600
2600
25400
15200
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 9%
800
400
1800
900DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 10%
200
100
400
300DUAL = 5%
TTST = 3%
DIR = 55%
DHV = 10% 27800
16900
2500
1300
3400
2400
11300
6000
11100
8600
27800
17000
DUAL = 5%
TTST = 3%
DIR = 55%
DHV = 10%
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
(FAYETTEVILLE RD.)
-L- S.R. 1118
COOK RD.
OBIE DR. HEMMINGWOOD DR.PKWY.
E. WOODCROFT
PKWY.
W. WOODCROFT
2900
2100
27600
16800
DUAL = 2%
TTST = 1%
DIR = 55%
DHV = 9%
DUAL = 6%
TTST = 2%
DIR = 55%
DHV = 10%
1000
500
27800
16900
DUAL = 5%
TTST = 3%
DIR = 55%
DHV = 10%
DUAL = 3%
TTST = 1%
DIR = 60%
DHV = 11%
200
200
27800
17000
DUAL = 3%
TTST = 1%
DIR = 55%
DHV = 10%
DUAL = 5%
TTST = 3%
DIR = 55%
DHV = 10%
3800
2400
2700
3900
28400
19600
DUAL = 2%
TTST = 1%
DIR = 55%
DHV = 12%
DUAL = 5%
TTST = 3%
DIR = 55%
DHV = 10%
DUAL = 3%
TTST = 1%
DIR = 55%
DHV = 10%
27600
16800
25200
15300
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
0'100'
(ENGLISH)50'
100' 200'
SA
T
OF
N RT CRO
INAT
E
O H A
L
F O
I
DE
PA
RT
M
EN
O TRANSP
RT
AT
ON
T
DESIGN DATA
DESIGN SPEED = 50 MPH
MAX SUPERELEVATION = 0.06
ARTERIALFUNCTIONAL CLASS = URBAN PRINCIPAL
DESIGN DATA
DESIGN SPEED = 50 MPH
MAX SUPERELEVATION = 0.06
ARTERIALFUNCTIONAL CLASS = URBAN PRINCIPAL
SAT
O
F N
RT
CR
O
INA
T
E
OH
A
L
F
O
I
DEPART
M
EN
O T
RA
NSP
RTA
TON
T
SAT
O
F N
RT
CR
O
INA
T
E
OH
A
L
F
O
I
DEPARTM
EN
O T
RA
NSP
RTAT
ON
T
DECEMBER 2018
DE
CE
MB
ER
2018
DE
CE
MB
ER
2018
34" x 97"
-L- EXISTING SR 1118 IMPROVEMENTS -L- EXISTING SR 1118 IMPROVEMENTS
DURHAM COUNTY
PROJECT U-6021
PUBLIC MEETING MAP
DU
RH
AM
CO
UN
TY
PR
OJE
CT
U-6021
PU
BLIC
ME
ETIN
G
MA
P
DU
RH
AM
CO
UN
TY
PR
OJE
CT
U-6021
PU
BLIC
ME
ETIN
G
MA
P
FROM WOODCROFT PARKWAY TO BARBEE ROAD
FAYETTEVILLE ROAD (S.R. 1118) WIDENING
CITY OF DURHAM, NC
FR
OM
WO
OD
CR
OF
T P
AR
KW
AY
TO
BA
RB
EE
RO
AD
FA
YE
TT
EVIL
LE
RO
AD (S.R. 11
18)
WID
ENIN
G
CIT
Y
OF
DU
RH
AM, N
C
FR
OM
WO
OD
CR
OF
T P
AR
KW
AY
TO
BA
RB
EE
RO
AD
FA
YE
TT
EVIL
LE
RO
AD (S.R. 1118
) WID
ENIN
G
CIT
Y
OF
DU
RH
AM, N
C
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
0'100'
(ENGLISH)50'
100' 200'
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
RITE AID
CIRCLE K
CENTER AT UNCCOCHLEAR IMPLANT
THE CHILDREN'S
AUTOSHINE
HOSPITALSOUTHPOINT ANIMAL
SCHOOLTHE GODDARD
SOUTHWEST ELEMENTARY
POP-A-TREAT
CHURCHBEREA BAPTIST
PRINTINGTRIANGLE WEB
WALKATRIA SOUTHPOINT
WORLDA CLEANER
CHILDCARE NETWORK
CENTERDUKE FERTILITY
BOUNDARYHERNDON CEMETERY
AMERICAN
TOBACCO T
RAIL
AMERICAN TO
BACCO TRAIL
AMERICAN TO
BACCO TRAIL
SERVICES CENTERSPEIGHT AUTO
15
20
25
30
35
40
45
50
55
60 65 7
0
75
80
85
90
95
10
UT TO CROOKED CREEK
AND GUTTER, AND SIDEWALK
PROPOSED STRUCTURES, ISLAND, CURB
EXISTING ROADWAY
EXISTING ROADWAY
EXISTING RIGHT OF WAY
TO BE REMOVED
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
BUILDINGS
PRESENT ADT
FUTURE ADTSIGNALTRAFFICEXISTING
WETLANDS
2017
2040
EXISTING STREAMS AND PONDS
LEGEND
PROJECT ST-264CITY OF DURHAM
ADDITIONAL IMPACT AREA
FUTURE PROJECT BY OTHERS
HERNDON CEMETERY
SOLITE PARK
AMERICAN TOBACCO TRAIL
LEGEND
WOODCREST
REVERE'S RUN
ELCREST
SCHOOLELEMENTARY
PEARSONTOWN
GREEN GARDENS
HOPE VALLEY FARMS
U-6021 -L- Sta. 10+51.70
BEGIN TIP PROJECT
-L- Sta. 83+35.81
END TIP PROJECT
SIDEWALKEXISTING ISLAND, CURB AND GUTTER,
PRESENT ADT
FUTURE ADTSIGNALTRAFFICEXISTING 2017
2040
SOLITE PARK
PROPOSED LANDSCAPED MEDIAN
AND GUTTER, AND SIDEWALK
PROPOSED STRUCTURES, ISLAND, CURB
EXISTING ROADWAY
EXISTING ROADWAY
EXISTING RIGHT OF WAY
TO BE REMOVED
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
BUILDINGS
WETLANDS
EXISTING STREAMS AND PONDS
ADDITIONAL IMPACT AREA
FUTURE PROJECT BY OTHERS
HERNDON CEMETERY
SOLITE PARK
AMERICAN TOBACCO TRAIL
SIDEWALKEXISTING ISLAND, CURB AND GUTTER,
PROPOSED LANDSCAPED MEDIAN
-L- U-6021 (FAYETTEVILLE RD)
WO
ODCR
OFT P
KW
Y
BARBEE R
D
PE
AR
SO
N D
R
WO
RTLE
Y D
R
JU
LIE
TT
E D
R
CO
OK R
D
EBO
N R
D
OBIE D
RHE
MMIN
GW
OO
D D
R
-L- U-6021 (FAYETTEVILLE RD)
NAD 83 N
A 2011
/
NAD 83 N
A 2011
/