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12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0" 12'-0"
FDPS
12'-0"
FDPS
GRADE
POINT
CROWN
POINTGRADE
POINT
CROWN
POINT
12'-0"
FDPS
12'-0"
FDPS
26'-0" MEDIAN
30'-0"
26' (29' W/GR)
14'-0"
FO
R FIL
LS
HIN
GE P
OIN
T
VARIABLESLOPE
FO
R C
UTS
HIN
GE P
OIN
T
18'-0"6'-0"10'-0" 14'-0"
26' (29' W/GR)
GROUNDEXISTING
GROUNDEXISTING
GROUNDEXISTING
6:1
3:1
FILL SECTION
3:1
6:14:1
VARIABLESLOPES CUT SECTION
6:1
0.040.0200.0200.0200.0200.0200.0200.04
LC
EBLWBL
2'
97'-0"
P.S.P.S.
36'-0"
97'-0"
12'-0"
13'-0" 13'-0"
12'-0"24'-0"
LC
12'-0" 12'-0" 12'-0"12'-0"12'-0"12'-0"12'-0" 12'-0"12'-0"
-L- I-40TYPICAL SECTION
C
A
C
A
C
A
C
A
-L- I-40 BRIDGE OVER SWIFT CREEKTYPICAL SECTION
-L- TS Sta. 519+05.12
-L- SC Sta. 522+55.12
INTERSTATE
40
ALONZO RD
70
BYP
70
WAKE CO
UNTY
JOH
NSTO
N CO
UNTY
WAKE CO
UNTY
JOH
NSTO
N CO
UNTY
SWIF
T C
RE
EK
SWIF
T C
REE
K
-L-
-L-
-L-
-Y8RPB-
-Y8R
PB-
-Y8R
PC-
-Y8RP
A-
-Y8RPC-
-Y8RPC-
-Y8L
PC-
-Y8LPC-
INTERSTATE
40
400
410
420
430
440
450
460 470
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510
520 5
30
540
-L- STA. 508+14.72
BEGIN TIP PROJECT I-4739
END TIP PROJECT I-5111
KENNETH REID WALTERS
DAVID PENNY EXEC.
REBECCA A. NORRIS
JOHNNY LEE PENNY HEIRS
DAVID EARL PENNY
PHILLIP CREECH
KEVIN G. BAILEY
ALBERT R. PEARSALL
ALBERT R. PEARSALL WILLIAM T. WARD JR.
CH YOUNG PROPERTIES LLC
FAMILY LLCBT & BETSY HENDERSON
FAMILY LLCBT & BETSY HENDERSON
JOYCE J. NIXON
MARY POWELL WARD WHITE
DOROTHY BEASLEY
DOROTHY BEASLEY
KULIKOWSKIMICHAEL
MOLLIE F. PENNY
DAVID PENNY EXEC.
KENNETH REID WALTERS
MILLERGLENN
MILLERGLENN
CO. LLCDEVELPMENT
CLASSIC SON-LAN
CORPORATIONCONEC
AMERICAN
PEARSALLALBERT R.
TRANSPORTATIONNC DEPARTMENT OF
COLLINSTIMOTHY
KEILKAREN H.
BRUCE L. &YOUNGJAMES E.
STRITZGEORGE A.
ASSOCIATESGREEN
CLEVELAND
LPPHASE II GREEN
CLEVELAND
PENNYJIMMY LEE
NE
W B
ET
HE
L C
HU
RC
H R
D
SR 2
703
SR 2703 NEW BETHEL CHURCH RD
BA
RRIN
GT
ON HIL
LS L
NS
R 5
580
140'
195'
170'
-Y8-
WALLS
RETAINING
PROPOSED
48'
48'
48'
60'
NC-540 APPROXIMATE LOCATION
PROPOSED CONCRETE BARRIER
PROPOSED CONCRETE BARRIER
SMITHFIELDTO SELMA &
TO BENSON
CO. LLCDEVELOPMENT
CLASSIC SON-LAN
MA
TC
HLIN
E -L- STA. 393+
00, SEE
MAP 2
AND JOHNSTON COUNTY GIS WEBSITES AS OF 02-01-2017.EXSITING R/W SHAPES APPROXIMATED FROM WAKE COUNTYNOTE:
46,000
30,400
40,000
21,000
CLAYTON BYPASS
135,300
80,600
2040 AADT
2015 AADT
96,200
64,100
900
4,500
-L- I-40
LEGEND
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
BUILDINGS
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
EXISTING ROADWAY TO BE REMOVED
PROPOSED ROADWAY
PROPOSED CONTROL OF ACCESS
EXISTING RIGHT OF WAY
& GUTTER AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB
EXISTING STRUCTURES TO BE RETAINED
EXISTING STRUCTURES TO BE REMOVED
PROPOSED EASEMENTS
EXISTING UTILITY EASEMENT
EXISTING PROPERTY LINES
NOISE STUDY AREA
PROPOSED CONCRETE BARRIER
WETLAND WETLAND BOUNDARY
EXISTING CONTROL OF ACCESS
EXISTING \ PROPOSED TRAFFIC SIGNAL
HISTORIC PROPERTY BOUNDARY
DE
PA
RT
M
EN
TOF TRANS
PO
RT
ATI
ON
ST
AT
E
OF
NORTHC
AR
OLI
NA
PUBLIC MEETING MAP
WAKE & JOHNSTON COUNTIESPROJECT WBS No. 42346.1.1 / TIP No. I-5111 / FED. AID No. IMNHF-040-4(139)301
NC-42 INTERCHANGE (EXIT 312)
I-40 FROM I-440 (EXIT 301) TO
DEPART
M
EN
TO
FT
RA
NS
PO
RT
ATION
STAT
E
OF
NO
RT
HC
AR
OLINA
PU
BLIC
ME
ETIN
G
MA
P
MA
P 3 O
F 3
WA
KE
& JO
HN
ST
ON
CO
UN
TIES
PR
OJE
CT
WB
S
No. 42346.1.1 / TIP
No. I-511
1 / F
ED. AID
No. IM
NH
F-040-4(1
39)3
01
NC-42 IN
TE
RC
HA
NG
E (E
XIT 312)
I-40 F
RO
M I-440 (E
XIT 301) T
O
DEPART
M
EN
TO
FT
RA
NS
PO
RT
ATION
STAT
E
OF
NO
RT
HC
AR
OLINA
PU
BLIC
ME
ETIN
G
MA
P
MA
P 3 O
F 3
WA
KE
& JO
HN
ST
ON
CO
UN
TIES
PR
OJE
CT
WB
S
No. 42346.1.1 / TIP
No. I-511
1 / F
ED. AID
No. IM
NH
F-040-4(1
39)3
01
NC-42 IN
TE
RC
HA
NG
E (E
XIT 312)
I-40 F
RO
M I-440 (E
XIT 301) T
O
MAP 3 OF 3
LEGEND
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
BUILDINGS
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
EXISTING ROADWAY TO BE REMOVED
PROPOSED ROADWAY
PROPOSED CONTROL OF ACCESS
EXISTING RIGHT OF WAY
& GUTTER AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB
EXISTING STRUCTURES TO BE RETAINED
EXISTING STRUCTURES TO BE REMOVED
PROPOSED EASEMENTS
EXISTING UTILITY EASEMENT
EXISTING PROPERTY LINES
NOISE STUDY AREA
PROPOSED CONCRETE BARRIER
WETLAND WETLAND BOUNDARY
EXISTING CONTROL OF ACCESS
EXISTING \ PROPOSED TRAFFIC SIGNAL
HISTORIC PROPERTY BOUNDARY
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
200' 200'
100'
400'0'
(ENGLISH)
DESIGN DATA
GRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS AREFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITYNOTE:
IMAGERY DATE - FEB. 2013NC ONEMAP GEOSPATIAL PORTAL
AERIAL PHOTOGRAPHY OBTAINED FROM
Max. Superelev.Design Speed Functional Class.
= 0.08= 70 MPH= INTERSTATE
200' 200'
100'
400'0'
(ENGLISH)