Rd. FEAR RI VER C AP E RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 Prepared in the Office of: PROJECT ENGINEER 09/08/99 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 26- SEP- 2019 10: 18 S:\Di vi si on Resurfaci ng\I nterstate Rehab\2019_ I- 140 Resurfaci ng_ CURRENT_ I- 5760A\I- 5760A_ I- 140_ Rdy_ tsh. dgn $$$$USERNAME$$$$ C ONT RA C T : D C 00268 A R T M E N N A S O H D E P T O F T R A S P O R T T I O N T A T E O F N R T C A R O L I N A NEW HANOVER COUNTY 1 2 COUNTY HANOVER NEW $ 40 $ 40 $ 40 % 17 % 17 $ 140 $ 140 $ 140 % 117 % 117 132 132 133 133 % 421 B u r n e y J r . F w y J ohn J a y B u r n e yJ r . F wy J ohn J a y J r . F w y . J ohn J a y B u r n e y I- 1 4 0 E B L J r . F w y . J o h n J a y B u r n e y I - 1 40 W B L J r . F w y . J o h n J a y B u r n e y CONST. MARY KIMMEL PROJECT DESIGN TECHNICIAN PROJECT DESIGN TECHNICIAN 5501 Barbados Blvd., Castle Hayne, NC 28429 PROJECT LENGTH MAP NO. 2 - I-140 (WB) = 6.08 MI. MAP NO. 1 - I-140 (EB) & DIVISION OF HIGHWAYS 52038.3.2 I-5760A 2018 STANDARD SPECIFICATIONS NOVEMBER 7, 2019 O'NEAL HILL LYDIA McKEEL, PE TOTAL LENGTH OF PROJECT = 6.08 MI. $ 140 % 17 % 17 T I P P ROJ E C T : I- 5760 A #12 2 & 123 Bridge #1 20 & 1 21 Bridge #11 8 & 11 9 Bridge S R1332 C h a i r R d . S R13 31 R o c kh i ll R d . Bl u e Cl a y R d . S R 1 3 18 N. Co ll e g e Rd . Ca s tl e Ha yn e Rd . #105 & 1 0 4 Bridge Bridge D a n C a m e r on MILLED RUMBLE STRIPS & GUARDRAIL REPLACEMENT TYPE OF WORK: OPEN GRADED ASPHALT FRICTION COURSE (OGAFC), Castle Hayne Wrightsboro Wilmington EAST OF I-40 INTERCHANGE [MM 14.92 TO MM 21.00] & LOCATION: I-140 FROM US 421 (DAN CAMERON BRIDGE) TO 0.64 MILES 5 RAMPS
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Rd.
FE
AR
RIV
ER
CAPE
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
Prepared in the Office of:
PROJECT ENGINEER
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
26-S
EP-2019 10:18
S:\
Divisio
n
Resurfacin
g\Interstate
Re
hab\2019
_I-
140
Resurfacin
g_
CU
RR
EN
T_I-
5760
A\I-
5760
A_I-
140_
Rdy
_tsh.d
gn
$$$$
US
ER
NA
ME$$$$
CO
NT
RA
CT:
DC00268
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
NEW HANOVER COUNTY
1
2
Whiskey
Creek
CS
XR
AIL
RO
AD
RAILROAD
CSX
RAILROAD
CSX
CS
X
RAIL
RO
AD
Railroad
CSX
Pages
Creek
RAIL
RO
AD
CS
X
Howe
Creek
Hewletts
Creek
Mott's Channel
Motts Creek
Everetts Creek
Pages Creek
Rd.
Sunny
Terminal
Point
Military
Ocean
CA
PE
FE
AR
RIV
ER
TOLL FERRY
FE
AR
CA
PE
RIV
ER
RIV
ER
FE
AR
CA
PE
Banks
Channel
Shinn
Creek
Waterw
ay
Waterway
Intracostal
Sound
Mid
dle
Sound
Atlantic Ocean
Masonboro
Sound
Silver Lake
Lake
Greenfield
Castle
Hayne
Rd.
Castle
Hay
ne
Rd.
Hayne
Rd.
Castle
Rd.
College
Rd.
S.
Colle
ge
FE
AR
RIV
ER
CAPE
NO
RT
HE
AST
Castle
Middle Sound
IslandEightFigure
Atlantic
Ocean
Atlantic
Ocean
Atlantic Ocean
CAPE
NO
RT
HE
AST
FEAR
RIV
ER
COUNTY HANOVER
NEW $40
$40
$40
%17
%17
$140
$140
$140
%117
%117
132
132
133
133
%421
Burney Jr. Fwy
John Jay
Burney Jr. Fwy
John Jay
Jr. Fwy.John Jay Burney
I-140 EBL
Jr. Fwy.John Jay Burney
I-140 WBL
Jr. Fwy.John Jay Burney
CONST.
MARY KIMMELPROJECT DESIGN TECHNICIAN
PROJECT DESIGN TECHNICIAN
5501 Barbados Blvd., Castle Hayne, NC 28429
PROJECT LENGTH
MAP NO. 2 - I-140 (WB) = 6.08 MI.
MAP NO. 1 - I-140 (EB) &
DIVISION OF HIGHWAYS
52038.3.2
I-5760A
2018 STANDARD SPECIFICATIONS
NOVEMBER 7, 2019
O'NEAL HILL
LYDIA McKEEL, PE
TOTAL LENGTH OF PROJECT = 6.08 MI.
$140
%17%17
TIP P
ROJE
CT: I-5760A
#122 & 123
Bridge
#120 & 121
Bridge
#118 & 119
Bridge
SR 1332Chair Rd.
SR 1331Rockhill Rd.
Blue C
lay R
d.
SR 131
8
N. C
olle
ge R
d.
Castle
Hayne
Rd.
#105 & 104
Bridge
Bridge
Dan Cameron
MILLED RUMBLE STRIPS & GUARDRAIL REPLACEMENTTYPE OF WORK: OPEN GRADED ASPHALT FRICTION COURSE (OGAFC),
Castle Hayne
Wrightsboro
Wilmington
EAST OF I-40 INTERCHANGE [MM 14.92 TO MM 21.00] & LOCATION: I-140 FROM US 421 (DAN CAMERON BRIDGE) TO 0.64 MILES
5 RAMPS
Whiskey
Creek
CS
XR
AIL
RO
AD
RAILROAD
CSX
RAILROAD
CSX
CS
X
RAIL
RO
AD
Railroad
CSX
Pages
Creek
RAIL
RO
AD
CS
X
Howe
Creek
Hewletts
Creek
Mott's Channel
Motts Creek
Everetts Creek
Pages Creek
LakeCarolina
Rd.
Sunny
Terminal
Point
Military
Ocean
CA
PE
FE
AR
RIV
ER
TOLL FERRY
FE
AR
CA
PE
RIV
ER
RIV
ER
FE
AR
CA
PE
Banks
Channel
Shinn
Creek
Intracostal
Waterw
ay
Waterway
Intracostal
Sound
Mid
dle
Sound
Greenville
Atlantic Ocean
Masonboro
Sound
Silver Lake
Lake
Greenfield
Castle
Hayne
Rd.
Castle
Hay
ne
Rd.
Hayne
Rd.
Castle
Hayne
Rd.
College
Rd.
S.
Colle
ge
FE
AR
RIV
ER
CAPE
NO
RT
HE
AST
Castle
Middle Sound
IslandEightFigure
Atlantic
Ocean
Atlantic
Ocean
Atlantic Ocean
CAPE
NO
RT
HE
AST
FEAR
RIV
ER
Atlantic Ocea
n
COUNTY HANOVER
NEW
RAIL
RO
AD
Castle
Hay
ne
Hayne
Rd.
Rd.
FE
AR
RIV
ER
CAPE
Castle
RE
VISIO
NS
SHEET NO.PROJECT REFERENCE NO.
26-S
EP-2019 11:5
5S:\
Division
Resurfacing\Interstate
Rehab\2019_I-140
Resurfacing_
CU
RR
EN
T_I-5760
A\I-5760
A_I-140_
Rdy_tsh.d
gn
$$$$
US
ER
NA
ME$$$$
8/17/99
$40
$40
132
132
Burney Jr. Fwy
John Jay
Burney Jr. FwyJohn Jay
$140
N. C
olle
ge R
d.
SR 131
8
SR 1336
$140 %17
$140
%17
%17
%421
133
$40
$40
Wrightsboro
2I-5760A
3
4
5
67
$140
I-140 WBI-140 WB
I-140 EB
NEW HANOVER COUNTY - CONT.
Wilmington
Castle Hayne
132
%117
(OGAFC)
RECEIVING FRICTION COURSE
HIGH SPEED RAMPS
$40
98, 99 & 100
Bridge No.
$140
95, 96 & 97
Bridge No.
# 416A RAMP
ENTRANCE# 20B
EXIT RAMP
# 20EXIT RAMP
# 20 RAMP
ENTRANCE
I-40 WB
# 416B RAMP
ENTRANCE
I-140 EB
Map 6
Map 7
Between Maps 6 & 7Collector Distributor No Friction Course at
Between Maps 6 & 7Collector Distributor No Friction Course at
# 416B in Gore Area at Ramp EntranceAdd Friction Course
EXISTING PAVEMENT
U U
B
M0.5'
B
M0.5'
12'12'
B B
MM
0' - 37'
40'- 77'
4.5'3.5'32'- 69'
U
PROJECT REFERENCE NO.
3
SHEET NO.
RE
VISIO
NS
26-S
EP-2019 11:2
8S:\
Division
Resurfacing\Interstate
Rehab\2019_I-140
Resurfacing_
CU
RR
EN
T_I-5760
A\I-5760
A_I-140_
Rdy_typ.d
gn
$$$$
US
ER
NA
ME$$$$
8/17/99
I-5760A
TYPICAL SECTION NO. 1
U
U
U
PSHEXISTING PSH
EXISTING12'
4'
TYPICAL SECTION NO. 2
EXISTING
M.E.M.E.
PAVEMENT
23' - 66'
4'
3.5'
PSHEXISTING
4'
3.5'
PSHEXISTING
U U
BB
EXISTING BASE
EXISTING SUBGRADE MATERIAL
RUMBLESTRIPS PRIOR TO PAVING.
WILL BE USED TO REMOVE EXISTING
PATCH EXISTING PAVEMENT S9.5B
MP 0.11 - MP 0.56
EXIT #20 - EB EXIT RAMP
MAP NO. 3
MILL PATCHING EXISTING RUMBLE STRIPS
AVOID EXISTING EDGE LINE
MILL 1.5" DEPTH
2'EXISTING PAVED SHOULDER
AND PATCH EXISTING PAVEMENT WITH SURFACE
MILL AND REMOVE EXISTING RUMBLE STRIPS
MP 0.34 - MP 0.83
EXIT #20 - WB ENTRANCE RAMP
MAP NO. 4
MP 0.00 - MP 0.75
EXIT #20B - WB EXIT RAMP
MAP NO. 6
MP 0.10 - MP 0.79
EXIT #416A - WB ENTRANCE RAMP
MAP NO. 7
MP 0.14 - MP 0.60
EXIT #416B - EB ENTRANCE RAMP
MAP NO. 5
COURSE S9.5B. MM 14.92 - MM 21.00
I-140 EB (JOHN JAY BURNEY JR. FWY.)
MAP NO. 1
MM 21.00 - MM 14.92
I-140 WB (JOHN JAY BURNEY JR. FWY.)
MAP NO. 2
PAVEMENT SCHEDULE
B TYPE FC-1 MODIFIED, AT AN AVERAGE RATE OF 90 LBS. PER SQ.YD.
and by reference hereby are considered a part of these plans:
2018 ROADWAY ENGLISH STANDARD DRAWINGS EFF. 01-16-2018 REV.
- N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are applicable to this projectThe following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
1101.02 Temporary Lane Closures (Sheet 9 & 10 of 15)