DC00489_DISTRICT 1 PAVEMENT PRESERVATION

Agency: Division of Highways
State: North Carolina
Type of Government: State & Local
NAICS Category:
  • 237310 - Highway, Street, and Bridge Construction
Posted Date: Nov 26, 2025
Due Date: Dec 18, 2025
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Description

  • DC00489_DISTRICT 1 PAVEMENT PRESERVATION
    POC
    DC00489_DISTRICT 1 PAVEMENT PRESERVATION

    • 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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    ' - 0 r
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    zIll
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    rr,
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    --1
    PROPOSED SURFACE COURSE
    8" MIN. CONC.
    BOX
    VALVE BOX CONCRETE ENCASEMENT
    MANHOLE CONCRETE ENCASEMENT
    ELEVATION VIEW
    (I)
    -, G: ::::,
    0
    II. C
    zQ <E
    - )(
    IaG: m0
    -..J .>I.LI.
    C ...I
    l!!I ><E
    -u:z,:: Cz
    ..J <E
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    Ill
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    0
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    """""'''''
    PLACE BRICK ACCORDING TO ELEVATION VIEW
    """"""""""''''''''''
    .,""".o""",,''',
    W(f>
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    .. .>i"(":/;-=':):"".,,,,,,,,''.,,,,
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