WEXFORD
PARK
CABOT
CENTER
LINVILLE
SHOPPING CENTER
HARMON MILL
TIMBERVIEW DR
TIMBERVIEW DR
US 421/I-40 BUS
BIG MIL
L F
AR
M R
D
BIG M
ILL F
AR
M R
D
HARMO
N CREEK RD
US 421/I-40 BUS
KOHL’S
STAPLES WALMART
TARGET
FITNESS
TRIANGLE
MILL
HARMON
HIG
H C
REE
K C
T
HARMON RIDGE LN
OLD WINSTON RD
HO
PKIN
S R
DOLD WIN
STON RD
HA
RM
ON M
ILL R
D
CR
ANFIL
L F
AR
M R
D
BIR
CH
RID
GE D
R
KRIS
TI LE
N C
T
RAIN
S D
AVIS D
R
LIONFOOD
KERNERSVILLE
CENTER AT
THE FITNESS
S. M
AIN
STREET
SMIT
H CRE
EK
SMITH C
REEK
LAKE
UPPER ANGEL
BE
NT C
REE
K T
RL
BIG M
ILL
FA
RM R
D
200100 50 0 100
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
(ENGLISH)
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
(ENGLISH)
200100 50 0 100
PUBLIC MEETING MAP
FORSYTH COUNTY
TIP PROJECT U-5760
IMPROVEMENTS AND INTERCHANGE
HOPKINS ROAD/BIG MILL FARM ROAD
SA
T
OF
N RT CRO
INAT
E
O H A
L
O
IAR
TM
EN
SP
RT
AT
ON
TF
DE
P
O TRAN
INTERCHANGE ALTERNATIVE A
EXISTING ROADWAY
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
POTENTIAL IMPACT AREA
PROPERTY LINES
LEGEND
PROPOSED ROADWAY
EXISTING ROADWAY
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
POTENTIAL IMPACT AREA
PROPERTY LINES
LEGEND
PROPOSED ROADWAY
2040 ADT-L- BIG MILL FARM RD
-L- HARMON CREEK RD
US 421/I-40 BUS
-Y1-
US 421/I-40 BUS
-Y1-
9400
4002600
77900 75200
300800
7500
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 10%
DUAL = 3%
TTST = 4%
DIR = 65%
DHV = 9%
DUAL = 2%
TTST = 1%
DIR = 65%
DHV = 9%
DUAL = 3%
TTST = 4%
DIR = 60%
DHV = 9%
MATCH LINE -L- STA 45+00 (SEE ROLL 3)CL
TYPICAL SECTION
11.5’2’4.5’0.5’
0.020.020.02GROUND
EXISTING
SW
5’
WITH CURB & GUTTER, BIKE LANES, AND SIDEWALKS4 LANE DIVIDED (23’ RAISED MEDIAN)
11.5’ 2’ 0.5’
0.02 0.02 0.02GROUND
EXISTING
SW
5’
POINTGRADE
ROLL 1 OF 3
4.5’
-L- BIG MILL FARM ROAD
60’ 60’
GROUNDEXISTING
12’
30’
6:1
2:1
SLOPESVAR.
12’ 12’12’12’12’
12’
FO
R
FIL
LS
HIN
GE
POIN
T
FO
R
CU
TS
HIN
GE
POIN
T
6:14:1
2:1
18’6’10’
SLOPESVAR.
GROUNDEXISTING
6:1
36’
FDPS
10’
15’ W/GR
12’
POINTCROWN
POINTCROWN
15’
10’
EXIST EXISTEXIST
-Y1- I-40 BUS
FDPS
5’
0.020.02 0.02
36’
EXIST
FDPS
5’
FDPS
10’
0.020.020.02 EXIST
10’
EXIST
15’
TYPICAL SECTION
6 LANE DIVIDED WITH PAVED SHOULDERS
-L- STA. 13+30.00 (ALT A)
BEGIN TIP PROJECT U-5760
CL
-Y1- STA. 104+35 (LT)
TIE TO TIP PROJECT U-2579B
-Y1- STA. 112+68 (RT)
TIE TO TIP PROJECT U-2579B
12’ 12’
LANEBIKE4’
LANEBIKE4’ 12’ 12’
PROPOSED GRASS MEDIAN
SIDEWALK, AND CURB & GUTTER
PROPOSED STRUCTURES, ISLANDS,
PROPOSED GRASS MEDIAN
SIDEWALK, AND CURB & GUTTER
PROPOSED STRUCTURES, ISLANDS,
-Y1- STA. 171+07 (RT)
US 421/I-40 BUS WIDENING
TIE TO FUTURE
-Y1- STA. 177+33 (LT)
US 421/I-40 BUS WIDENING
TIE TO FUTURE
EXISTING BUILDING EXISTING BUILDING
