DC00489_DISTRICT 1 PAVEMENT PRESERVATION
| Location: | North Carolina |
|---|---|
| Posted: | Nov 26, 2025 |
| Due: | Dec 18, 2025 |
| Agency: | Division of Highways |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
DC00489_DISTRICT 1 PAVEMENT PRESERVATION
POC
DC00489_DISTRICT 1 PAVEMENT PRESERVATION
-
DC00489.ebsxDoc. Type:
Electronic Bidding File
Description: DC00489_DISTRICT 1 PAVEMENT PRESERVATION POC -
DC00489_2026CPT.03.13.20672_D03_ALL-Revised 112025.pdfDoc. Type:
Plans
Description: DC00489_DISTRICT 1 PAVEMENT PRESERVATION POC -
DC00489_ITB.pdfDoc. Type:
Invitation to Bid
Description: DC00489_DISTRICT 1 PAVEMENT PRESERVATION POC -
DC00489_Proposal_REVISED.pdfDoc. Type:
Proposals
Description: DC00489_DISTRICT 1 PAVEMENT PRESERVATION POC
Attachment Preview
VU24
Richlands
258
VU111
UV53
Jacksonville 17
VU53
17
Maysville
¯
UV24 Swansboro
VU50
17
Holly Ridge
Surf
City
UV172
North Topsail
Beach
VU210
MAP ROUTE
1
SR-1204 /
DAVIS RD
2
SR-1207 /
HEWITT RD
3
SR-1203 /
NINE MILE RD
DESCRIPTION
FROM SR 1203 (BEN WILLIAMS RD)
TO SR 1203 (NINE MILE RD)
[MP 0.00 - MP 1.90]
FROM SR 1203 (NINE MILE RD)
TO SR 1201 (GURGANUS RD)
[MP 0.00 - MP 1.90]
FROM NC 53 (BURGAW HWY)
TO SR 1205 (BATCHELOR RD)
[MP 0.00 - MP 5.12]
PROJECT LENGTH
MAP
1
2
3
MILES
1.90
1.90
5.12
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
DISTRICT 1 ONSLOW COUNTY
TYPE OF WORK: PRESERVATION
STATE
NC
STATE PROJECT REFERENCE NUMBER
2026CPT.03.13.20672
SHEET
NO.
1
STATE PROJECT NUMBER
DESCRIPTION
Preservation
Division 3 Bridges
SR-1205
SR-1206
SR-1203
MAP 1
SR-2547
SR-1207
MAP 2
TYPE
Preservation
Preservation
Preservation
SR-1202
SR-1200
UV53
MAP 3
VU53
SR-1123
SR-2450
SR-1108 SR-1109
PrepParerpeadreind itnhethOe Offifcfieceoof:f:
DIVDISIVIIOSINONOOFFHHIIGGHWWAAYYSS
5501 BARB1A13DAOISRPBOLRVTDD.,RC.,AESDTELNETOHNA,YNNCE2,7N93C2, 28429
B. N. BRASWELL, PE
J. S. ABEL, JR.
ThisDeIxV.hPiRbOitJ.dDoEeVsEnLoOtPmMEeNeTt NENCGI4N7E-E3R0 requirements and theDrIeVfIoSIrOeNisPRnOoJtEiCnTteTnEdAeMdLfEoArDdesign,
construction, or recording or transfer of title.
C. E. SLACHTA
D. H. STALLINGS
DIVISION CONTRACT ENGINEER
DIVISION DESIGN ENGINEER
VU24 Richlands
258
Maysville
UV111
Jacksonville 17
¯
VU53
UV 17 53
UV24
Swansboro
17
UV50
VU North Topsail 172
Beach
VU Surf 210
City
MAP ROUTE DESCRIPTION
4
2ND ST FROM (CANAL ST)
TO NC 210 (N NEW RIVER
DR)[MP 0.00 - MP 0.09]
5
3RD ST FROM (CANAL ST)
TO NC 210 (N NEW RIVER
DR)[MP 0.00 - MP 0.09]
6
4TH ST FROM (CANAL ST)
TO NC 210 (N NEW RIVER
DR)[MP 0.00 - MP 0.09]
7
5TH ST FROM (CANAL ST)
TO NC 210 (N NEW RIVER
DR)[MP 0.00 - MP 0.09]
8
6TH ST FROM (CANAL ST)
TO NC 210 (N NEW RIVER
DR)[MP 0.00 - MP 0.09]
9
7TH ST FROM (CANAL ST)
TO NC 210 (N NEW RIVER
DR)[MP 0.00 - MP 0.08]
PROJECT LENGTH
MAP
4
5
6
MILES
0.09
0.09
0.09
MAP
7
8
9
MILES
0.09
0.09
0.08
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
DISTRICT 1 ONSLOW COUNTY
TYPE OF WORK: PRESERVATION
STATE
STATE PROJECT REFERENCE NUMBER
SHEET
NO.
NC
36249.5092
2
STATE PROJECT NUMBER
DESCRIPTION
Preservation
TYPE
Preservation
Preservation
Preservation
Preservation
Preservation
Preservation
MAP 4
UV210
MAP 9
UV210
MAP 8
Surf City
MAP 6
MAP 7
MAP 5
VU210
PrepParerpeadreind itnhethOe Offifcfieceoof:f:
DIVDISIVIIOSINONOOFFHHIIGGHWWAAYYSS
5501 BARB1A13DAOISRPBOLRVTDD.,RC.,AESDTELNETOHNA,YNNCE2,7N93C2, 28429
B. N. BRASWELL, PE
J. S. ABEL, JR.
ThisDeIxV.hPiRbOitJ.dDoEeVsEnLoOtPmMEeNeTt NENCGI4N7E-E3R0 requirements and theDrIeVfIoSIrOeNisPRnOoJtEiCnTteTnEdAeMdLfEoArDdesign,
construction, or recording or transfer of title.
C. E. SLACHTA
D. H. STALLINGS
DIVISION CONTRACT ENGINEER
DIVISION DESIGN ENGINEER
NO SHOULDER WORK
C4 C1
U
20'
M.E.
M.E.
C1 C4
EXISTING
PAVEMENT
TYPICAL SECTION NO. 1
U
MAP NO. 1
SR 1204 (DAVIS RD)
MP 0.00 - MP 1.90
PROJECT REFERENCE NO.
2026CPT.03.13.20672
SHEET NO.
3
PAVEMENT SCHEDULE
C1
PROP. CRACK SEALANT AN AVERAGE RATE OF .25
LBS. PER SQ.YD.
C2
PROP. ASPHALT SURFACE TREATMENT, EMULSION,
GRADE CRS-2P.
C3
PROP. ASPHALT SURFACE TREATMENT, TYPE MATCOAT,
(SINGLE SEAL).
C4
PROP. MICROSURFACING SINGLE COURSE, TYPE III.
C5
PROP. ASPHALT SURFACE TREATMENT, FOG SEAL.
C6
PROP. MICROSURFACING SINGLE COURSE, TYPE II.
U
EXISTING PAVEMENT
PAVEMENT EDGE SLOPES ARE 1:1, EXCEPT FINAL SURFACE COURSE.
SEE SHOULDER WEDGE DETAIL.
NO SHOULDER WORK
18' - 20'
NO SHOULDER WORK
C5 C4 C3 C2 C1 M.E.
M.E.C1 C2 C3 C4 C5
EXISTING
PAVEMENT
TYPICAL SECTION NO. 2
U
U
MAP NO. 2
SR 1207 (HEWITT RD)
MP 0.00 - MP 1.90
MAP NO. 3
SR 1203 (NINE MILE RD)
MP 0.00 - MP 5.12
NO SHOULDER WORK
18'
PROJECT REFERENCE NO.
2026CPT.03.13.20672
SHEET NO.
4
PAVEMENT SCHEDULE
C6
PROP. MICROSURFACING SINGLE COURSE, TYPE II.
U
EXISTING PAVEMENT
PAVEMENT EDGE SLOPES ARE 1:1, EXCEPT FINAL SURFACE COURSE.
SEE SHOULDER WEDGE DETAIL.
NO SHOULDER WORK
C6
U
MAP NO. 4
2ND STREET
MP 0.00 - MP 0.09
MAP NO. 7
5TH STREET
MP 0.00 - MP 0.09
M.E.
EXISTING
C6
M.E.
PAVEMENT
NO SHOULDER WORK
TYPICA ALL SSEECCTTIIOONN NNOO..3
MAP NO. 5
3RD STREET
MP 0.00 - MP 0.09
U
MAP NO. 6
4TH STREET
MP 0.00 - MP 0.09
MAP NO. 8
6TH STREET
MP 0.00 - MP 0.09
MAP NO. 9
7TH STREET
MP 0.00 - MP 0.08
PROJECT REFERENCE NO.
026CPT .03.13.20672
SHEET NO.
5
_<c,l,.i...l.
Jii!�I.,,
EXISTING PAVEMENT
COURSE
�u,
l:-!-►c
;1ill. . "•ii
�. =�I�i=;:I-Iii
GENERAL NOTES:
LUSE RAPID SET GROUT, MORTAR, OR CONCRETE THAT
WILL TAKE FULL SET AND BECOME LOAD BEARING
WITHIN SIXTY MINUTES OF PLACEMENT WITH A
MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI.
2. REMOVE ALL FAULTY EXISTING BRICKWORK AND
REPLACE WITH NEW BRICK MASONRY.
3. SHEER CUT EXCAVATION FOR THE ADJUSTMENT
.. :·-:_:\: ·: "•
.�}-/�:=_ .
8" MIN. CONC.
24"
ON ALL SIDES.
B
4. FILL AREA BELOW 8" DEPTH WITH 78M OR
ew�>r
�
zJ>
NO. 57 CLEAN STONE.
5. MIX MORTAR TO NCDOT SPECIFICATIONS.
5. MORTAR JOINTS ½" +/-1/s"
BRICK MASONRY OR
PRECAST CONCRETE
MANHOLE
1!1•1'� l�i!I .,,... -!111 �u
C :Z::
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-■-
-■
Al-■!,-l- >a
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I.LI
.:.E..
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rr,
zIll
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PROPOSED SURFACE COURSE
8" MIN. CONC.
BOX
VALVE BOX CONCRETE ENCASEMENT
MANHOLE CONCRETE ENCASEMENT
ELEVATION VIEW
(I)
-, G: ::::,
0
II. C
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- )(
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0
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PLACE BRICK ACCORDING TO ELEVATION VIEW
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