public meeting map - ncdot · 10 12 15 23 16 21 22 26 24 ... f 0.04 0.02 0.04 0.04 0.02 0.04 o r c...
TRANSCRIPT
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PIs Sta 40+98.09
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 47+42.66
D
L = 1,151.81’
T = 577.91’
R = 5,650.00’
PIs Sta 53+83.23
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 19+15.50
D
L = 587.45’
T = 317.45’
R = 625.00’
PI Sta 35+24.12
D
L = 437.87’
T = 221.72’
R = 1,129.85’
PI Sta 47+52.51
D
L = 533.80’
T = 273.77’
R = 975.00’
-L-
-Y1-
PUBLIC MEETING MAP
FORSYTH/ GUILFORD COUNTIES
TIP PROJECT No. I-5980
PU
BLIC
ME
ETIN
G
MA
P
FO
RS
YT
H/ G
UILF
OR
D
CO
UN
TIES
PU
BLIC
ME
ETIN
G
MA
P
FO
RS
YT
H/ G
UILF
OR
D
CO
UN
TIES
I-40 AND MACY GROVE RD INTERCHANGE
TIP P
ROJE
CT
No. I-5980
I-40 A
ND
MA
CY
GR
OV
E
RD IN
TE
RC
HA
NG
E
TIP P
ROJE
CT
No. I-5980
I-40 A
ND
MA
CY
GR
OV
E
RD IN
TE
RC
HA
NG
E
0’ 100’ 200’
50’
100’
(ENGLISH)
C
A
DESIGN DATA
FUNCTIONAL CLASS.
DESIGN SPEED
= ARTERIAL
MAX. SUPERELEVATION
FULL CONTROL OF ACCESS
NO PRIVATE DRIVEWAY CONNECTIONS ALLOWED.
ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARE GRADE-SEPARATED.
FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITY PROVIDED
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
= 50 MPH
UTILITY INFORMATION
= 0.08
UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING
SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND
NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION
TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE
DRIVEWAY NOTE
ORTHOPHOTO DATA
NC ONEMAP DATED: 2017
CONCEPT 2: PARTIAL CLOVERLEAF B & D QUADRANTS
(MAPS 1 AND 2)
CO
NC
EP
T 2: P
AR
TIA
L
CL
OV
ER
LE
AF
B
&
D
QU
AD
RA
NTS
(MA
PS 1
AN
D
2)
(MA
PS 1
AN
D
2)
CO
NC
EP
T 2: P
AR
TIA
L
CL
OV
ER
LE
AF
B
&
D
QU
AD
RA
NTS
DRIVEWAYS LOCATIONS WILL BE FINALIZED AT A LATER DATE.
PRELIMINARY PLANS AND ARE SUBJECT TO CHANGE.
DRIVEWAYS ARE SHOWN; HOWEVER, AS MAPS ARE BASED ON
VARIABLE SLOPE2:1 MAX
FO
R FIL
LS
HIN
GE P
OIN
T
30’-0"
6:1
FO
R C
UTS
HIN
GE P
OIN
T
VAR. SLO
PE (2:
1 MAX)
6:1
18’-0" 6’-0" 10’-0"
4:1
12’-0"
2’-0"
P.S.
12’-0"
P.S.
P.S. P.S.
12’-0" 12’-0" 12’-0"
11’-0"
22’-0"
11’-0"
12’-0" 12’-0" 12’-0"
0.04 0.020.040.04 0.020.04FO
R C
UTS
HIN
GE P
OIN
T
VAR. SLOPE (2:1 MAX)
VARIABLE SLOPE2:1 M
AX
FO
R FIL
LS
HIN
GE P
OIN
T
30’-0"
6:1
18’-0"6’-0"10’-0"
6:1
4:1
EXISTINGPAVEMENT
EXISTING
PAVEMENT
-L- TYPICAL SECTION
LC -L-2’-0"
FUTURE PROJECT
EXIST.EXIST.
(I-40)
MACY GROVE RD
MACY GROVE RD
I-40 I-40
0
8,000
0
7,000
16,000
22,000
67,600
84,000
0
2,600
0
400
67,600
82,800
16,000
10,000
ADT2018
2040
TRAFFIC DIAGRAM
2:1 MAX2:1 M
AX
POINTGRADE
0.02
1’-0"
0.02
4:1
4’-0"VAR.
6’-0"VAR.
12’-0" 12’-0"12’-0"VAR. 12’-0"
VAR.
0.04 0.04
P.S. P.S.
4’4’ 4’ 4’
0.08 0.08
12’-0"12’-0"
VAR. SLO
PE
(2:1 M
AX)
VAR. SLOPE(2:1 MAX)
4:1
L
-Y1- TYPICAL SECTION
C -Y1- (MACY GROVE RD., SR 1860)
STA. 83+15.34
END TIP PROJECT
STA. 30+61.62
BEGIN TIP PROJECT
MEDICAL CTR.KERNERSVILLE
NOVANT HEALTH
HOSPITAL INCFORSYTH MEMORIAL
HOSPITAL INCFORSYTH MEMORIAL
KERNERSVILLE APARTMENTS LLCTHE GROVE AT
HEALTH INCNOVANT
STA. 47+00.00
END CONSTRUCTION
STA. 12+00.00
BEGIN CONSTRUCTION
SR 1860
MACY GROVE RD
GRAYS LAND RD
MA
VE
RI
CK
RD
LO
NNIE
CT
SR 1860
MA
CY
GR
OVE
RD
SR 2602
TWIN CREEK RD
STEEN RD
SR 2602
TWIN CREEK RD
SR 4313
WIS
HB
ONE F
AR
M R
D
30
35
40
45
50
55 60
65 70 75 80
10
15
20
25
30
35
40
45
15
10
15
10
15
20
25
10
15
20
10
15
10
15
DE
EP
RI
VE
R
DE
EP
RI
VE
R
FO
RS
YT
H
CO
UN
TY
GUIL
FO
RD
CO
UN
TY
FO
RS
YT
H
CO
UN
TY
GUIL
FO
RD
CO
UN
TY
24’
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
TO BE REMOVED
PROPERTY LINES
BUILDINGS
EXISTING RIGHT OF WAY
EXISTING CONTROL OF ACCESS
FUTURE ROADWAY
LAKES, RIVER, STREAMS AND PONDS
EXISTING STRUCTURES TO BE RETAINED
PROPOSED TRAFFIC SIGNAL
I-5981
FUTURE TIP PROJECT
I-5981
FUTURE TIP PROJECT
TO GREENSBORO
24’
24’
24’
36’
48’24’
20’
20’
16’
16’
24’
24’
36’
36’
24’
24’
36’
48’
36’
24’
36’
24’
24’
-L-
-L--L-
-L-
-Y1-
-Y1-
-Y1-
-Y1RP
B-
-Y1
LP
B-
-Y1
LP
D-
-Y1RP
D-
-Y1RPD-
-Y2-
-Y3-
TO WINSTON-SALEM
INTERSTATE
40
INTERSTATE
40