DC00496 HS-2403AX_DUPLIN RESURFACING

STATE OF NORTH CAROLINA SHEET
STATE STATE PROJECT REFERENCE NUMBER NO.
NC 2026CPT.03.08.10311, ETC. 1 DIVISION OF HIGHWAYS
STATE PROJECT NUMBER DESCRIPTION
DUPLIN COUNTY
TYPE OF WORK: RESURFACING, 14" CL, 8" SH
NC Center for Geographic Information and Analysis, NC 911 Board
Prepared in the Office of:
PROJECT LENGTH DIVISION OF HIGHWAYS
113 AIRPORT DR., EDENTON, NC 27932
B. N. BRASWELL, PE J. S. ABEL, JR.
DIV. PROJ. DEVELOPMENT ENGINEER DIVISION PROJECT TEAM LEAD
C. E. SLACHTA D. H. STALLINGS
DIVISION CONTRACT ENGINEER DIVISION DESIGN ENGINEER
.CTE
,11301.80.30.TPC6202
:ON
SBW
69400CD
:TCARTNOC

UV
117 UV 403
903
117 Calypso
UV
Faison 111
117
UV
Warsaw
UV 11 UV Division 3 Bridges
24 UV 111 UV
50 241 Resurfacing
I-40 Kenansville UV
14" CL, 8" SH
24
Beulaville
UV 9 M 03 ag R n o o 1 s 1 l e i 7 a Hill UV 1 G 1 re UV e 5 n 0 evers UV 41 UV 111 S R- 1 7 0 1 UV 24 1 7 0 2 SR-1727 UV 11 B 1 eu UV 2 la 41 v UV ille UV 41 S R -1 7 2 0 SR-1721 S R - 1 7 2 3
UV UV S
R-
24 UV
50
Harrells
Te
W
ac
a
h
ll
e
a
y
ce
41 SR-1961
6 2 R- 1 7 2
4
S R -1 8
24
R- 1 9 S 3 2 8 3 5
S 1
R-
S
S
R- 1 9 6 5 SR-1800 SR-1804 S
N.
J A CR K S O N SS -
T)
1 R 8 -1 0 8 7 36
S
R - 1 7 1 5
41 (
SR-1966 0 2 A
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UV S
R- 1
8
SR-1814 S
R-
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1
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NC
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-4
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OINT APPROX 0.16 MI WEST OF SR 1964
T
Re
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s
P
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rfacing, 14" CL, 8" SH
SR-1964
MAP 1 41
HWY
24 (W. MAIN
ST)
SR-1812
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) TO 0.01 MI NORTH OF NC HWY 24
SR-1967
HWY
24 (E. MAIN
ST)
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S
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SR-1968
300074 UV
111 R- 1 8 1 6
SR-1815
H W Y 41 ( S.
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0.0 M 2 iles
UV
111
S
UV 300065 SR-1817
50 UV
SR-1820
0 1
50
UV Miles
41
Prepared in the Office of:
DIVISION OF HIGHWAYS
5501 BARBADOS BLVD., CASTLE HAYNE, NC, 28429
MAP MILES This exhibit does not meet NC 47-30 requirements and therefore is not intended for design,
1 8.49 construction, or recording or transfer of title.

STATE OF NORTH CAROLINA SHEET
STATE STATE PROJECT REFERENCE NUMBER NO.
NC 2026CPT.03.08.10311, ETC. 2 DIVISION OF HIGHWAYS
STATE PROJECT NUMBER DESCRIPTION
DUPLIN COUNTY
TYPE OF WORK: RESURFACING
Prepared in the Office of:
PROJECT LENGTH DIVISION OF HIGHWAYS
113 AIRPORT DR., EDENTON, NC 27932
B. N. BRASWELL, PE J. S. ABEL, JR.
DIV. PROJ. DEVELOPMENT ENGINEER DIVISION PROJECT TEAM LEAD
C. E. SLACHTA D. H. STALLINGS
DIVISION CONTRACT ENGINEER DIVISION DESIGN ENGINEER
.CTE
,11301.80.30.TPC6202
:ON
SBW
69400CD
:TCARTNOC

UV
117 UV 403
903
117 Calypso
UV
Faison 111
117
UV
Warsaw
UV 11 UV Resurfacing
24 UV 111 UV
50 241
I-40 Kenansville UV
24
Beulaville
Magnolia UV UV UV UV
UV UV 50 41 UV 111 241
903 11 111
117
Greenevers
Rose Hill
UV
UV
50
Teachey 41
Harrells
Wallace
MAP 2
UV
241
UV
111
Beulaville
MAP ROUTE DESCRIPTION TYPE
2 NC-111 EXISTING JOINT 0.03 MILES N OF MACON DR Resurfacing
UV
TO NC 241 [MP 15.20 - MP 15.06]
41
UV 0 0.04
41 Miles
Prepared in the Office of:
DIVISION OF HIGHWAYS
5501 BARBADOS BLVD., CASTLE HAYNE, NC, 28429
MAP MILES This exhibit does not meet NC 47-30 requirements and therefore is not intended for design,
2 0.14 construction, or recording or transfer of title.

STATE OF NORTH CAROLINA SHEET
STATE STATE PROJECT REFERENCE NUMBER NO.
NC 2026CPT.03.08.10311, ETC. 3 DIVISION OF HIGHWAYS
STATE PROJECT NUMBER DESCRIPTION
DUPLIN COUNTY
TYPE OF WORK: RESURFACING
Prepared in the Office of:
PROJECT LENGTH DIVISION OF HIGHWAYS
113 AIRPORT DR., EDENTON, NC 27932
B. N. BRASWELL, PE J. S. ABEL, JR.
DIV. PROJ. DEVELOPMENT ENGINEER DIVISION PROJECT TEAM LEAD
C. E. SLACHTA D. H. STALLINGS
DIVISION CONTRACT ENGINEER DIVISION DESIGN ENGINEER
.CTE
,11301.80.30.TPC6202
:ON
SBW
69400CD
:TCARTNOC

UV
117 UV 403
903
117 Calypso
UV
Faison 111
117
UV
Warsaw
UV 11 UV Division 3 Bridges
24 UV 111 UV
50 241 Resurfacing
I-40 Kenansville UV
24
Beulaville
Magnolia UV UV
UV UV 50 41 UV
903 11 111
117
Greenevers
Rose Hill
UV
SR-1380
UV
50
Teachey 41
4
Harrells Wallace S R 0 0 1
-1 -R
3 7 S
9
UV
SR-1378
11
MAP 3
MAP ROUTE DESCRIPTION TYPE
3 SR-1378 / STOKES GOODING RD FROM NC HWY 11 TO SR 1380 (W BEST RD) Resurfacing
[MP 0.00 - MP 2.74]
SR-1377
SR-1376
S
R -1
3
3
UV
00068
0
1 11
300459 300460
300059 UV0 0.35
903 Miles
Kenansville
Prepared in the Office of:
DIVISION OF HIGHWAYS
5501 BARBADOS BLVD., CASTLE HAYNE, NC, 28429
MAP MILES This exhibit does not meet NC 47-30 requirements and therefore is not intended for design,
3 2.74 construction, or recording or transfer of title.

STATE OF NORTH CAROLINA SHEET
STATE STATE PROJECT REFERENCE NUMBER NO.
NC 2026CPT.03.08.10311, ETC. 4 DIVISION OF HIGHWAYS
STATE PROJECT NUMBER DESCRIPTION
DUPLIN COUNTY
TYPE OF WORK: RESURFACING
Prepared in the Office of:
PROJECT LENGTH DIVISION OF HIGHWAYS
113 AIRPORT DR., EDENTON, NC 27932
B. N. BRASWELL, PE J. S. ABEL, JR.
DIV. PROJ. DEVELOPMENT ENGINEER DIVISION PROJECT TEAM LEAD
C. E. SLACHTA D. H. STALLINGS
DIVISION CONTRACT ENGINEER DIVISION DESIGN ENGINEER
.CTE
,11301.80.30.TPC6202
:ON
SBW
69400CD
:TCARTNOC

UV
117 UV 403
903
117 Calypso
UV
Faison 111
117
UV
Warsaw
UV 11 UV Division 3 Bridges
24 UV 111 UV
50 241 Resurfacing
I-40 Kenansville UV
24
Beulaville
Magnolia UV UV UV
UV UV 50 41 UV 241
903 11 111
117
Greenevers
Rose Hill
UV
UV
50
Teachey 41
Harrells
Wallace
SR-1733
300161
0
1
7
1
R-
S
MAP 4
S
R
-
1
7
1
S 2
R
UV - 1
MAP ROUTE DESCRIPTION TYPE 7
241 1
1
4 SR-1711 / CHURCH RD FROM NC HWY 241 TO N NC HWY 41 Resurfacing
[MP 0.00 - MP 3.63]
UV
41
SR-1714
0 0.4
Miles
Prepared in the Office of:
DIVISION OF HIGHWAYS
5501 BARBADOS BLVD., CASTLE HAYNE, NC, 28429
MAP MILES This exhibit does not meet NC 47-30 requirements and therefore is not intended for design,
4 3.63 construction, or recording or transfer of title.

STATE OF NORTH CAROLINA SHEET
STATE STATE PROJECT REFERENCE NUMBER NO.
NC 2026CPT.03.08.10311, ETC. 5 DIVISION OF HIGHWAYS
STATE PROJECT NUMBER DESCRIPTION
DUPLIN COUNTY
TYPE OF WORK: RESURFACING
Prepared in the Office of:
PROJECT LENGTH DIVISION OF HIGHWAYS
113 AIRPORT DR., EDENTON, NC 27932
B. N. BRASWELL, PE J. S. ABEL, JR.
DIV. PROJ. DEVELOPMENT ENGINEER DIVISION PROJECT TEAM LEAD
C. E. SLACHTA D. H. STALLINGS
DIVISION CONTRACT ENGINEER DIVISION DESIGN ENGINEER
.CTE
,11301.80.30.TPC6202
:ON
SBW
69400CD
:TCARTNOC

UV
117 UV 403
903
117 Calypso
UV
Faison 111
117
UV
Warsaw
UV 11 UV Resurfacing
24 UV 111 UV
50 241
I-40 Kenansville UV
24
Beulaville
Magnolia UV UV
UV UV 50 41 UV
903 11 111
117
Greenevers
Rose Hill
UV
UV
50
Teachey 41
Harrells
Wallace
MAP 5
SR-1824
MAP ROUTE DESCRIPTION TYPE
5 SR-1824 / LEM BROWN RD FROM SR 1715 (FOUNTAINTOWN RD) Resurfacing
TO SR 1715 (FOUNTAINTOWN RD)
SR-1715
[MP 0.00 - MP 0.83]
0 0.1
Miles
Prepared in the Office of:
DIVISION OF HIGHWAYS
5501 BARBADOS BLVD., CASTLE HAYNE, NC, 28429
MAP MILES This exhibit does not meet NC 47-30 requirements and therefore is not intended for design,
5 0.83 construction, or recording or transfer of title.

TYPICAL SECTION NO. 1
MAP NO. 1 V1 MAP NO. 1
FRIS MILL 1 1/2"
NC 41
MP 25.80 - MP 26.10
MP 22.98 - MP 31.47
VARIABLE MILLING AT 2'6" CURB & GUTTER
AND CONCRETE SIDEWALK
MILLING DETAIL
0" - 1.5" MILLING WIDTH: 6'
1.5" V2 R2 M.E.
MILL TO THIS LINE
EXISTING
EXISTING PAVEMENT
PAVEMENT
SNOISIVER
PROJECT REFERENCE NO. SHEET NO.
$$$$$EMITSYS$$$$$$
$$$$$$$$$$$$$$$$NGD$$$$$$$$$$$$$$$$
99/71/8
$$$$EMANRESU$$$$
2026CPT.03.08.10311 6
24' - 28'
VVAARR.. VVAARR..
PAVEMENT SCHEDULE
PROP. APPROX. 112" DEPTH ASPHALT CONCRETE SURFACE COURSE,
C1
TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ.YD.
V3 PROP. APPROX. 112" DEPTH ASPHALT CONCRETE SURFACE COURSE,
V4 C1 C1 V4 C2 TYPE S9.5B, AT AN AVERAGE RATE OF 165 LBS. PER SQ.YD.
M.E. M.E.
T1 T1 R1 EXISTING BRIDGE BARRIER RAIL
EXISTING PAVEMENT
R2 EXISTING 2'-6" CURB & GUTTER
U U
T1 EARTH MATERIAL SHOULDER RECONSTRUCTION
U EXISTING PAVEMENT
V1 MILLNG ASPHALT PAVEMENT, 112" DEPTH
V2 0" - 1 2 1" VARIABLE MILLING
3300'' -- 3311''
V3 14" SINUSOIDAL MILLED RUMBLE STRIPE, CENTERLINE
V4 8" SINUSOIDAL MILLED RUMBLE STRIP, SHOULDER
R1 RR11 NOTES: MILL A SINGLE LANE AND PAVE BACK
VV11 VV11 BY THE END OF EACH WORK DAY.
C1 C1
SHOULDER WORK ON MAP NO. 1-5 AS
NEEDED, TO BE DETERMINED BY ENGINEER.
EEXXIISSTTIINNGG BBRRIIDDGGEE DDEECCKK
THE CONTRACTOR SHALL RETAIN EXISTING
UU UU
TOWN OF BEULAVILLE T
.) LANE WIDTHS.
TYPICAL SECTION NO. 2 S
O N REINSTALL PAVEMENT MARKINGS PER 2024
S
K
C STANDARDS.
MAP NO. 1 A
.
J
NC 41 1 (N MAP NO. 1 - NO GRINDING SHALL BE
4
BRIDGE NO. 074 Y PERMITTED ON CONCRETE BRIDGE DECK PROJECT LIMIT W
H
MP 25.62 - MP 25.66 FOR DUPLIN BRIDGE NO. 065.
PAVEMENT EDGE SLOPES ARE 1:1, EXCEPT FINAL
PROJECT LIMIT SURFACE COURSE. SEE SHOULDER WEDGE DETAIL.
HWY 24 (W. MAIN ST.)
HWY 24 (E. MAIN ST.)
.)
T
S
MAP 1: NC 41 - MP 30.91 - MP 31.47 O N
S
K
C
A PROJECT LIMIT
INCIDENTAL MILLING DETAIL FOR BRIDGE APPROACHES .
J
1
(S
100' NO MILLING 2' PRIOR Y
4
TO BRIDGE JOINT W
U 1 A P 12 P " R M O I A L C L H IN S G L A O B N 2' BRIDGE JOINT H
EXISTING BRIDGE DECK
0"MILL EXISTING CONCRETE MAP 1: HWY 41 (JACKSON ST.) & HWY 24 (MAIN ST.)
APPROACH SLAB EXTEND MILLING & RESURFACING LIMITS THROUGH
INTERSECTION ONTO HWY 41 (N. JACKSON ST) &
MAP 1: BRIDGE #065 - NC 41 - MP 22.98
HWY 24 (E. & W. MAIN ST.) TO EXISTING JOINTS

PAVEMENT SCHEDULE
T1 EARTH MATERIAL SHOULDER RECONSTRUCTION
U EXISTING PAVEMENT
SNOISIVER
$$$$$EMITSYS$$$$$$
$$$$$$$$$$$$$$$$NGD$$$$$$$$$$$$$$$$
99/71/8
$$$$EMANRESU$$$$
PROJECT REFERENCE NO. SHEET NO.
26' 2026CPT.03.08.10311, ETC. 7
VVAARR.. VVAARR..
PROP. APPROX. 112" DEPTH ASPHALT CONCRETE SURFACE COURSE,
C1
TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ.YD.
C1 C1
M.E. M.E. CC22 PPRROOPP.. AAPPPPRROOXX.. 111212"" DDEEPPTTHH AASSPPHHAALLTT CCOONNCCRREETTEE SSUURRFFAACCEE CCOOUURRSSEE,,
T1 T1 TTYYPPEE SS99..55BB,, AATT AANN AAVVEERRAAGGEE RRAATTEE OOFF 116655 LLBBSS.. PPEERR SSQQ..YYDD..
EXISTING PAVEMENT R1 EXISTING BRIDGE BARRIER RAIL
U U
TYPICAL SECTION NO. 3
MAP NO. 2
N NC 111 HWY
MP 15.20 - MP 15.06 V1 MILLNG ASPHALT PAVEMENT, 112" DEPTH
NOTES: MILL A SINGLE LANE AND PAVE BACK
20' - 22'
VVAARR.. VVAARR.. BY THE END OF EACH WORK DAY.
SHOULDER WORK ON MAP NO. 1-5 AS NEEDED,
TO BE DETERMINED BY ENGINEER.
THE CONTRACTOR SHALL RETAIN EXISTING
C2 C2
M.E. M.E. LANE WIDTHS.
T1 T1
REINSTALL PAVEMENT MARKINGS PER 2024
EXISTING PAVEMENT
STANDARDS.
U U
PAVEMENT EDGE SLOPES ARE 1:1, EXCEPT FINAL
TYPICAL SECTION NO. 4
SURFACE COURSE. SEE SHOULDER WEDGE DETAIL.
MAP NO. 3 MAP NO. 4
SR 1378 (STOKES GOODING RD) SR 1711 (CHURCH RD)
MP 0.00 - MP 2.74 MP 0.00 - MP 3.63
MAP NO. 5
SR 1824 (LEM BROWN RD)
MP 0.00 - MP 0.83
3300'' -- 3311''
RR11 RR11
VV11 VV11
CC22 CC22
EEXXIISSTTIINNGG BBRRIIDDGGEE DDEECCKK
UU TYPICAL SECTION NO. 5 UU
MAP NO. 4
SR 1711 (CHURCH RD)
BRIDGE NO. 161
MP 0.76 - MP 0.77

PROJECT REFERENCE NO. SHEET NO.
026CPT .03.08.10311, ETC. 8
c,lil
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i EXISTING PAVEMENT COURSE
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GENERAL NOTES: ..
;

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WILL TAKE FULL SET AND BECOME LOAD BEARING -!111
;:I WITHIN SIXTY MINUTES OF PLACEMENT WITH A 8" MIN. CONC. 24" --
l- i!I
MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI.
=
2. REMOVE ALL FAULTY EXISTING BRICKWORK AND
i
REPLACE WITH NEW BRICK MASONRY.
A,
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3. SHEER CUT EXCAVATION FOR THE ADJUSTMENT
....
ON ALL SIDES.
B 4. FILL AREA BELOW 8" DEPTH WITH 78M OR BRICK MASONRY OR z

> NO. 57 CLEAN STONE. PRECAST CONCRETE I.LI
er w z J> 5. MIX MORTAR TO 12 N " CDO 1/s T " SPECIFICATIONS. MANHOLE :E....
5. MORTAR JOINTS +/-
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PLACE BRICK ACCORDING TO ELEVATION VIEW
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PROJECT REFERENCE NO. SHEET NO.
026CPT .03.08.10311, ETC 9
DETAILS OF REPAIRING EXISTING PAVEMENT PRIOR
TO RESURFACING FOR FULL DEPTH AND MILLING
LENGTH & WIDTH VARIES
EXISTING ASPHALT PAVEMENT
r
EXISTING SUBGRADE MATERIAL
EXISTING ASPHALT PAVEMENT BASE AND/OR SUBGRADE MATERIAL
TO BE REMOVED AND REPLACED WITH BASE COURSE, INTERMEDIATE
COURSE OR SURFACE COURSE OR A COMBINATION OF BASE, INTERMEDIATE
AND SURFACE COURSE, AND PAVEMENT REMOVAL, AS DIRECTED BY
THE ENGINEER.
DETAIL NO. 1
LENGTH & WIDTH EXISTING ASPHALT PAVEMENT
EXISTING SUBGRADE MATERIAL
SAW AND REMOVE EXISTING ASPHALT PAVEMENT TO NEAT LINES AND REMOVE
(/Jz E
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BASE, INTERMEDIATE AND SURFACE COURSE, AND PAVEMENT REMOVAL,
(/J ;: AS DIRECTED BY THE ENGINEER.
LJ.J
a:
DETAIL NO. 2
LENGTH & WIDTH EXISTING ASPHALT PAVEMENT
VARIES
EXISTING BASE
EXISTING SUBGRADE MATERIAL
SAW AND REMOVE EXISTING BROKEN-UP ASPHALT PAVEMENT
TO NEAT LINES AND REPLACE WITH SURFACE COURSE,
AS DIRECTED BY THE ENGINEER
DETAIL NO. 3
LENGTH & WIDTH VARIES
EXISTING ASPHALT PAVEMENT
EXISTING BASE
EXISTING SUBGRADE MATERIAL
OVERLAY PAVEMENT WITH 1" -2" SURFACE COURSE
AS DIRECTED BY THE ENGINEER.
DETAIL NO. 4
-
.. .... LENGTH & WIDTH VARIES
...,
EXISTING ASPHALT PAVEMENT
...,
....
..
..
EXISTING BASE
.....,
..
..
..z.. EXISTING SUBGRADE MATERIAL
.... .... .... OVERLAY PAVEMENT WITH LEVELING COURSE
..
"'"' AS DIRECTED BY THE ENGINEER .
,,.,
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DETAIL NO. 5
..
5..:
....
..

PROJECT REFERENCE NO. SHEET NO.
ASPHALT OVERLAY
a
a
EXISTING UNIMPROVED
SHOULDER
CONTRACT STANDARDS
AND DEVELOPMENT UNIT
Office 919-707-6950 FAX 919-250-4119
ORIGINAL BY: T.SPELL DATE: 7-19-11
MODIFIED BY: DATE:
CHECKED BY: DATE:
FILE SPEC.:
25:31
8102-NUJ-72
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2026CPT.03.08.10311, ETC. 10
NOTES:
1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.
2) BACKFILL SHOULDER WITH APPROVED MATERIAL.
3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS, SIDE STREETS,
HIGH SHOULDERS, AND OTHER LOCATIONS NOT FEASIBLE TO CONSTRUCT AS
APPROVED BY THE ENGINEER.
SHOULDER WEDGE
APPROVED BACKFILL
MATERIAL
PROPOSED PAVEMENT
SHOULDER WEDGE DETAIL
ASPHALT OVERLAY
(Resurfacing Projects w/ Widening or
with Existing Paved Shoulder having no dropoffs)
SHOULDER WEDGE
a
a APPROVED BACKFILL
MATERIAL
EXISTING UNIMPROVED
SHOULDER
ASPHALT OVERLAY
EXISTING PAVEMENT
SHOULDER WEDGE
a
SHOULDER WEDGE DETAIL
(Resurfacing Projects w/ NO Widening)
APPROVED BACKFILL
MATERIAL
DROP OFF
a
EXISTING UNIMPROVED
SHOULDER W/ RUTTING
EXISTING PAVEMENT - SHOULDER WEDGE ANGLE = 30 degrees
RUT
SHOULDER WEDGE DETAIL SHOULDER WEDGE
DETAILS
(Resurfacing Adjacent to
Rutted Shoulder)
2/2/16
s:usr/details/stand/shoulderwedgedetail.dgn