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NC 801
I-40
2035
MA
TC
HLIN
E S
HE
ET 2 -L- S
TA. 90+
00.00
POIN
T
HIN
GE
0.02
FDPSFDPS
GROUND
EXISTING
SLOPES
GROUND
EXISTING
GROUND
EXISTING
VAR.
VAR.
0.040.043:1
12’FDPS 12’
3:1
C
SLOPES
6:1
GRADEPOINT
GRADE
POINT
TYPICAL SECTION NO. 1
0.02
15’24’ 6’36’
GRADE TO THIS LINE GRADE TO THIS LINE
GROUND
EXISTING
L
6:16:1
17’ w/GR14’
17’ w/GR14’
FDPS
0.023:1
2:1
12’ 12’24’
0.020.02 0.02 0.02
4’ 4’
14’ 14’
0.02
4’ 4’
POIN
T
HIN
GE
0.02
FDPSFDPS
GROUND
EXISTING
SLOPES
GROUND
EXISTING
GROUND
EXISTING
VAR.
VAR.
0.040.043:1
12’FDPS 12’
3:1
C
SLOPES
6:1
GRADEPOINT
GRADE
POINT
TYPICAL SECTION NO. 1
0.02
15’24’ 6’36’
GRADE TO THIS LINE GRADE TO THIS LINE
GROUND
EXISTING
L
6:16:1
17’ w/GR14’
17’ w/GR14’
FDPS
0.023:1
2:1
12’ 12’24’
0.020.02 0.02 0.02
4’ 4’
14’ 14’
0.02
4’ 4’
-L- I-40
-L- I-40
8’ 8’
8’ 8’
0’ 100’ 200’
50’
100’
(ENGLISH)
0’ 100’ 200’
50’
100’
(ENGLISH)
LEGEND
0000
0000
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
PL
NOISE SENSITIVE AREA
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
HISTORIC PROPERTY BOUNDARY
EXISTING UTILITY EASEMENT
CEMETERIES
HPB
LEGEND
0000
0000
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
PL
NOISE SENSITIVE AREA
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
HISTORIC PROPERTY BOUNDARY
EXISTING UTILITY EASEMENT
CEMETERIES
HPB
C
A PROPOSED CONTROL OF ACCESS
C
A PROPOSED CONTROL OF ACCESS
2013ADT
3870059600
12001700
660011400
1980023002800
12500
1930026300
1230016800
5430086300
DESIG
N
PU
BLIC
HE
ARIN
G
MA
P
F. A. P
ROJE
CT F-35-1(
1)
PR
OJE
CT 3414
7 (I-0911
A)
DA
VIE
AN
D
FO
RS
YT
H
CO
UN
TY
RO
LL 1
OF 2
Tangle
wood Business P
ark R
oad) in Fors
yth County
Fro
m
West of
NC 801 in
Davie County to East of S
R
1101 (H
arp
er
Road /
CO
NS
TR
UC
T
AD
DITIO
NA
L
LA
NES
1-40 P
AV
EM
EN
T
RE
HA
BILIT
ATIO
N
AN
D
DESIGN PUBLIC HEARING MAP
F. A. PROJECT F-35-1(1)
PROJECT 34147 (I-0911A)
DAVIE AND FORSYTH COUNTY
ROLL 1 OF 2
Tanglewood Business Park Road) in Forsyth CountyFrom West of NC 801 in Davie County to East of SR 1101 (Harper Road /
CONSTRUCT ADDITIONAL LANES
1-40 PAVEMENT REHABILITATION AND
DESIG
N
PU
BLIC
HE
ARIN
G
MA
P
F. A. P
ROJE
CT F-35-1(
1)
PR
OJE
CT 3414
7 (I-0911
A)
DA
VIE
AN
D
FO
RS
YT
H
CO
UN
TY
RO
LL 1
OF 2
Tangle
wood Business P
ark R
oad) in Fors
yth County
Fro
m
West of
NC 801 in
Davie County to East of S
R
1101 (H
arp
er
Road /
CO
NS
TR
UC
T
AD
DITIO
NA
L
LA
NES
1-40 P
AV
EM
EN
T
RE
HA
BILIT
ATIO
N
AN
D
ELEV.=758.34’
S 72°14’26" W 621’
GPS I9011A-1 TO BM#1
BM #1
ELEV.=79
8.20’
STA 5+
02 16
’ RT
BM #2 -B
Y1-
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(FO)
(FO)
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(QL-
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(QL-
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HH
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BA
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HH
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BA
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DUCT
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EOI
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HHH
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BO
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PIPIN
G
FO
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CIA
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8"
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8"
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8"
8"
8"
8"
8"
HH
(TS)
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(TS)
HH
(TS)
HH
(TS)
HH
(TS)
HH
(TS)
HH
(TS)
HH
HH
(TS)
(TS)
(TS)
(TS)
6"
PIPIN
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12"
EN
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12"
8"
12"
12"
12"
12"
12"
12" (A
AT
UR)
12" (A
AT
UR)
12"
12"
12"
3" (QL-D)
3" (Q
L-
D)
(QL-
D)
STA.
LIFT
(TS) (AATFI)
(TS) (AATFI)
(AATUR)
(AATUR)
(AATUR)
DUCT
DUCT
DU
CT
n
2"
1 1/4"
2"
2"
2"
n1 1/
4"
1 1/4"
TT
|bb
8" (Q
L-
D)
18" S
TE
EL
CA
SIN
G (Q
L-
D)
18" (Q
L-D)
b
PIPING FOUNDNO ASSOCIATED
WM
6" (QL-D)
6" (Q
L-
D)
2"
2"2"
b
1 1/4"
1 1/4"
bb|
n
6"
6"
PE-METER
1 1/4"
1 1/4"
1 1/4"
DA
VIE
CO.
DAVIE CO.
DA
VIE
CO.
DAVIE CO.
DA
VIE
CO.
DA
VIE
CO.
DA
VIE
CO.
EOI
(AA
TU
R)
(AA
TU
R)
(FO)
(FO)
(FO)
(FO)
FLOW METER
DA
VIE
CO.
DAVIE CO.
DAVIE CO.
DAVIE CO.
DAVIE CO.
PN
G
PNG
PNG
PN
G
PN
G
PNG
PNG
PNG
PNG
PN
G
PN
G
PN
G
DUKE
DUKE
DUKE
DUKE
DUKE
DU
KE
DU
KE
DU
KE
DUKE
DA
VIE
CO.
TWC
TWC
TWC
TWC
TWC
TW
C
TWC
TWC
TWC
TWC
TWC
TWC
TWC
DUKE
YA
DKIN
VA
LL
EY
YA
DKIN
VA
LL
EY
YADKIN VALLEY
YADKIN VALLEY
YADKIN VALLEY
YADKIN VALLEY
YA
DKIN
VA
LL
EY
YADKIN VALLEY
YADKIN VALLEY
YADKIN VALLEY
YADKIN VALLEY
YADKIN VALLEY
YADKIN VALLEY
YADKIN VALLEY
YADKIN VALLEY
YA
DKIN
VA
LL
EY
YADKIN VALLEY
YA
DKIN
VA
LL
EY
YA
DKIN
VA
LL
EY
YA
DKIN
VA
LLE
Y
YA
DKIN
VA
LL
EY
YA
DKIN
VA
LL
EY
YADKIN
VALLEY
YADKIN V
ALLEY
VA
LL
EY
YA
DKIN
18" S
TE
EL
CA
SIN
G (Q
L-
D)
DA
VIE
CO.
CONC
GR
ASS
CONC
CO
NC
CO
NC
CE2
CUL3
CUL4HW2
CUL1 CUL2
CE1HW1
1- 15’X
12’
RC
BC
18"
RCP
24" R
CP
24" R
CP
24" R
CP
18" RCP
S
S
18" R
CP
18" RCP 18" R
CP
42" RCP
24" HDPE
42" R
CP
DIR
ON
LY
42" RCP
42" RCP
42" RCP
S
S
18" R
CP
18" RCP
18"
RCP
18" RCP
INV=770.81’15" CMP
24" CMP
INV=772.66’
15" CMP
INV
=795.9
9’
18" CMP
18" RCP
18" RCP
18" R
CP
15" RCP
15" RCP15" RCP
15" C
MP
24" H
DP
E
24" HDPE
24" HDPE
18" R
CP
18" R
CP
18"
RCP
INV
=786.2
8’
15" R
CP
INV=749.00’
18" R
CP
36"
RCP
LOC APPROXPOSS JB
36"
RCP
36" RCP
24" R
CP
INV=756.0
8’
INV=758.81’
30" RCP
INV=762.4
0’
24" R
CP
15" C
MP
18" R
CP
24" R
CP
LOC APPROX
POSS JB
S
S
S
S
S
S
15" RCP
15" R
CP
18" R
CP
15" RCP
15" R
CP
15" R
CP
24" R
CP
18" R
CP
INV
=787.0
6’
18" H
DP
E
15" R
CP
15" R
CP
S
12" R
CP
18" R
CP
INV
=799.2
7’
15" R
CP
DIR
EC
TIO
N
ON
LY
24" H
DP
E
24" H
DP
E
18" R
CP
24" R
CP
24" R
CP
12" HDPE
INV
=789.8
9’
INV
=788.4
2’
24" R
CP
15" H
DP
E
24" R
CP
36" R
CP
INV
=788.5
2’
INV
=789.0
4’
INV
=789.11’
15" H
DPE
INV
=789.4
0’
24" RCP
18" RCP
18" R
CP
15" R
CP
18" R
CP18"
RCP
LOC APPROX
POSS JB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB C
B
CB
CB
CB
CB
CB
CB
CB
CB
DI
DI
DI
DI
DI
DI
DI
DI
DI
LOC APPROX
POSS JB
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
CONC HW
12" R
CP
CONC HW
DIR
ON
LY
DIR
ON
LY
DIR
ON
LY
DIR
ON
LY
15" CMP
24" H
DPE
24" H
DP
E
S
42"
RCP
15" RCP
15" RCP
15" RCP
15" R
CP
15" RCP
DIR ONLY
24" RCP
24" RCP
24" R
CP
FES
INLET/OUTLET NOT FOUND
DIRECTION ONLY
18" R
CP
18" RCP
15" CMP
24" R
CP
24" HDPE
24" R
CP
15" R
CP
15" RCP
18" R
CP
LO
C
AP
PR
OX
PO
SS J
B
15" C
MP
15" R
CP
15" RCP
15" RCP
15" R
CP
CB
DI
DI
DI
DIDI
DI
DI
CB
18" R
CP
18" RCP
CB
CB
CB
CB
CB
CB
CB
CB
15" R
CP
15" R
CP
CB
CB
CB
8" P
VC
8" PVC
8" P
VC
8" P
VC
8" PVC
8" PVC
8" P
VC
8" P
VC
42"
RCP
18" RCP
11’ CONC HW
TO STATESVILLE
R\W
NORTH CAROLINA BAPTIST HOSPITAL
CONC MON
FIFTH THIRD BANK
CALVARY BAPTIST CHURCH OF W-S
200.00
’
200.00
’
200.0’ D
UK
E P
OW
ER
CO
MP
AN
Y
EA
SE
ME
NT
200.0’ D
UK
E P
OW
ER
CO
MP
AN
Y
EA
SE
ME
NT
200.0’ D
UK
E P
OW
ER
CO
MP
AN
Y
EA
SE
ME
NT
200.0’ D
UK
E P
OW
ER
CO
MP
AN
Y
EA
SE
ME
NT
NOVANT HEALTH INC
NOVANT HEALTH INC
ANDRIKO LLC
AD
VA
NC
E (KIN
DE
RT
ON) U
Y
LL
C
APPROX LOC
APPROX
LOC
S 19°33’0
6"
W
463.6
8’
S 61°18
’21" E
399.8
8’
S 19°33’0
6"
W
265.84’
S 76°13’21" E
417.28’
N 46°
30’31" E
209.3
9’
N 01°2
6’3
1" W255.2
8’
N 01°2
4’3
5" W
15.2
2’
N 42°5
4’12
" W
326.4
6’
N 42°5
4’12
" W
24.3
2’
S 81°53’22" W566.40’
S 08°3
9’0
0" E
282.7
5’
S 19
°40’0
0" E
278.15
’
S 13
°15’3
1" E16
6.2
7’
S 43°2
1’29" E
94.7
9’
S 49°2
2’0
0" E
141.0
2’
N 29
°14’31"
E
168.70’
N 29
°14’31"
E
158.55’
N 45
°14’29
" E
63.05
’
N 45
°14’29
" E
175.87
’
N 43°2
6’4
7" W
64.6
0’
N 56°25’35" E
141.81’
S 85°42’48" W102.93’
N 13
°49’2
9" W
249.0
6’
S 43°5
2’4
8" E
122.6
1’
N 46
°08’55
" E
195.72
’
16.88’
S 45°2
7’0
0" E
261.5
8’
S 08°16
’35" E
99.7
7’
S 43°5
1’10" E
131.3
1’
S 19°33’0
6"
W
5.0
3’
S 45°2
7’0
0" E
3.9
7’
S 69°5
3’5
0" E
57.10’
S 34°5
0’2
2" E
198.0
0’
S 12°5
4’3
8"
W
91.00’
S 13°3
5’3
8"
W
151.00’
S 05°3
7’2
2" E
222.0
0’
S 05°5
5’5
1" W
190.5
7’
S 76°48’36" E
600.0
0’
N 16°14’2
6" E
632.5
9’
N 01°4
4’2
1" W500.9
1’
N 21°41’11"
E
1881.5
0’
N 13
°22’3
7" W
84.8
9’
S 84°47’00" W136.61’
S 40
°43’21" W
213.6
0’
N 42°5
2’14
" W
113.3
1’
S 71°40’20" W698.16’
N 01°3
1’19" W
15.15
’
N 22°0
0’18" E
55.58’
N 01°3
1’19" W
253.5
3’
12.47’
S 42°4
5’5
7" E
1063.8
4’
N 71°18’11" W
678.30’
S 74°13’53" W286.79’
N 41°3
0’2
4" W
182.7
7’
N 19
°15’3
2" W
145.2
3’
N 19
°15’3
2" W
145.2
3’
N 19
°15’3
2" W
145.3
7’
N 19
°15’3
2" W
145.11’
N 19
°15’3
2" W
145.0
3’
N 19
°15’3
2" W
145.3
2’
N 19
°15’3
2" W
145.4
5’
N 19
°15’3
2" W
119.9
8’
N 00°4
1’15"
E
27.2
4’
N 20°41’41" E
371.40’
22.3
5’
N 82°21’44" W
95.70’
N 05°0
5’3
6"
E
1285.10’
S 83°57’33" E
214.94’
N 42
°30’52
" E
99.04
’
N 29
°50’
12" E
275.19’
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTIN
G R/
W
EXISTIN
G R/
W
EXISTING R/W
EIP
EIP
EIP
EIP
EIP
EIP
JOYCE, RONALD A
OWINGS, JAMES R
OWIN
GS, J
AM
ES
R
HARRISON, WILLIAM P
S 08°4
2’3
9" E
448.9
9’
S 44°4
6’2
2" E
77.0
3’
N 74°0
2’28" W
26.32’
S 81°39’23" W
43.90’
N 72°21’4
5" W
48.25’
S 82°19’58" W64.90’
N 66°18’0
0" W
51.2
6’
S 79°50’07" W64.07’
N 79°40
’11" W
51.32’
S 80°50’23" W119.79’
N 45°3
7’4
6" W
57.12
’
S 71°22’11" W47.83’
N 75°0
0’12" W
57.45’
S 43
°46’31" W
27.71’
EXISTI
NG R/
W
EXISTING R/W
N 42°4
4’0
5" W
406.5
5’
EXISTING R/W
EXISTING R/W
N 18
°56’0
8" W
43.15
’
HARRISON, WILLIAM P
N 08°2
4’5
6" W
284.4
8’
EXISTING R/W
EXISTING R/W
HILLSDALE GROUP LLC
HILLSDALE GROUP LLC
HILLSDALE GROUP LLC
NORTH CAROLIN
A BAPTIS
T HOSP
ITAL
EXIS
TIN
G R/
W
70.0
0’
47.89’
43.9
8’
STEIL, ROSEMARY
PROPST, JOHN B
HEFFNER, RACHEL E
KEESBURY, SYBIL A
SHUPP, PAULA C
EASY STREET PROPERTIES LLC
INGRAM, KIM R
60.0
0’
260.0 EXISTING R/W (PER NCDOT PROJECT 8.17415)
260.0 EXISTING R/W (PER NCDOT PROJECT 8.17415)
270.0
0’
260.0
0’
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTI
NG R/
W
;
;
;
;
;
;
;
;
;
;
;
;
;;
;
;
;
;
;
;
;;
;
;
;
;
;
EN
D
C/
A
EN
D
C/
A
BE
GIN
C/
A
;
;
;
;;
;
;
;
; ;
;
;
;
;
{
{
Approximate
S
Approx
imate
Approxim
ate
Brush
Brush
Approximate
Approximate
XXXXX
Approximate
App
roximat
e
{
{
Approximate
Appro
ximate
Approximate
SS
Approximate
Appr
oximate
{
{
Brush
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
MTL
MTLMTL
48" WW W/2S BW
48" WW W/2S BW
MTL
MTL
MTL
48" WW W/2S BW
MTL
48" WW W/2S BW
MTL
48" WW W/2S BW
48" WW W/2SBW
z
CABLE
CABLE
CABLE
hR/W MON.
EXISTING R/W
EXISTING R/W
MATCH R/W LINES WITH PROJECT B-3637
MATCH R/W LINES WITH PROJECT B-3637
hR/W MON.
EXISTING R/W
EXISTING R/W
MATCH R/W LINES WITH PROJECT B-3637
MATCH R/W LINES WITH PROJECT B-3637
PA
RT
NE
RS
HIP
BU
RNF
AM
LIMIT
ED
PRODUCTS INC
ADVANCE TIMBER
HOMEOWNERS ASSOCIATION, INC.
KINDERTON VILLAGE RESIDENTIAL
TOMALLO, MELISSA DAWN
WEDDLE, EMORY L
HARMON, TERRY E
MASSENGILL, CAMILLA DAWN
BRANDON KELLY N
STANFIELD, DAVID M
VESTAL, SR DONNIE E
HOMES INC
MULVANEY
HOMES INC
MULVANEY
HOMES INC
MULVANEY
HOMES INC
MULVANEY
HOMES INC
MULVANEY
PROPERTIES, LLC
J.B. HARRISON
PROPERTIES
AVANT
EGLOFF
ADAMSPROPERTIES
AVANT
EGLOFF
ADAMS
PROPERTIES
AVANT
EGLOFF
ADAMS
JAMES ROWIN
GS,
JERRY AHAUSER,
LLC
COMPANY
OIL
QUALITY
PROPERTIES LLC
HARRISON FAMILY
PROPERTIES LP
WENSTAR
10+
00
15+
00
20+
00
25+
00
30+
00
35+
00
40+
00
45+
00
50+
00
55+
00
60+
00
65+
00
70+
00
75+
00
80+
00
85+
00
90+
00
90+
00
TO STATESVILLE
C
AC
A
C
A
C
A
C
A
NA
D 83
NA
D 83
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
FF
FF
F
F
C
F
C
F
C
F
C
C
C
C
C
C
C
F
CC
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
C
C
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
C
F
C
F
F
F
F
F
F
F
C
FF
F
F
C
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
FFF
CC
C
C
C
FF
F
C
C
CC
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 70 mph
= 70 mph= Interstate
= 0.08
= Interstate
= 0.08
12" BLK
WALL
-Y- POT STA 10+00.00
-L-
PO
T S
TA 10
+00.0
0
-L-
TS S
TA 28+67.4
5
-L-
SC S
TA 30+67.4
5
-L-
CS
ST
A 35+20.5
2
-L-
ST
ST
A 37+20.5
2
-L-
PC S
TA 78+28.6
7
-YRP
A- P
OT S
TA 18
+97.3
3
-YRP
A- P
T S
TA 15
+42.76
-YR
PA-
PC S
TA 10
+00.0
0
-YR
PC-
PO
T
ST
A 10
+00.0
0
-YRP
C- P
OT ST
A 17
+11.17
-YRP
C- ST ST
A 15
+72.73
-YRP
C-
CS S
TA 13
+77.73
-YR
PC-
PC S
TA 10
+46.18
-YLP
B- CS STA 2
0+77.40
-YR
PD-
POT S
TA 19
+18.75
-YR
PD-
PT S
TA 15
+76.78
-YR
PD-
PO
T
ST
A 10
+00.0
0-
YR
PD-
PC S
TA 10
+34.2
5
-YRP
B- P
OT S
TA 18
+61.2
9
-YR
PB-
ST
ST
A 10
+00.0
0
-YR
PB-
SC S
TA 11+95.0
0
-YRP
B- S
T S
TA 17
+74.90
-YR
PB-
CS S
TA 15
+79.9
0
-YLP
B- ST ST
A 22+72.40
-YLPB- PCC STA 12+76.55
-YLP
B- SC STA 12
+15.00
-YLP
B- ST ST
A 10
+00.00
-Y- POT
STA 27+4
9.97
-L- STA 10+00.00
BEGIN TIP PROJECT I-0911A
36’
36’
PS
12’
PS
12’
36’
PS
12’
PS
12’
36’
36’
PS
12’
PS
12’
36’
v
I-40 EBL
I-40 WBL
NC 801
LAKESID
E C
RO
SSIN
G
US 158
PEACHTREE LN
WENDY’S
SUNTRUST BANK
CO
MM
ER
CE PL
KINDERTON VILLAGE
CROSSING
TANGLEWOOD
INN
HAMPTON
US 15
8
CALVARY BAPTIST CHURCH
PINEWOOD LANE
ME
DIC
AL D
R
AREA
STUDY
NOISE
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
25
26
27
28
33
34
29
30
31
32
35
36
37
38
38
36
35
37
3433
32
3130
2927 28
25 26
801
INTERSTATE
40
INTERSTATE
40
