DN00492 (BP14.R002.3) Grading, Drainage, Paving, And Culverts: Culverts 430187, 430188, 430189, and 430190 Over Martins Creek On SR 1341 (Martins Creek Rd) In Haywood County Addendum 1

Location: North Carolina
Posted: Jan 22, 2026
Due: Jan 27, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
Publication URL: To access bid details, please log in.
  • DN00492 (BP14.R002.3)
    POC
    DN00492 (BP14.R002.3) Grading, Drainage, Paving, And Culverts: Culverts 430187, 430188, 430189, and 430190 Over Martins Creek On SR 1341 (Martins Creek Rd) In Haywood County

    • Attachment Preview

    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    JOSH STEIN
    GOVERNOR
    January 22, 2026
    DANIEL H. JOHNSON
    SECRETARY
    ADDENDUM # 1
    Contract Number: DN00492
    TIP Number:
    N/A
    Federal Aid Number: State Funded
    WBS Number:
    BP14.R002.3
    County:
    Haywood
    Description:
    Grading, Drainage, Paving, And Culverts: Culverts 430187,
    430188, 430189, and 430190 Over Martins Creek on SR 1341
    (Martins Creek Rd) In Haywood County
    Letting Date: January 27, 2026
    Plan Holders
    Content Summary: Plans Changes
    The above contract has experienced the following revisions:
    1. Replace pages TMP-4 through TMP-9
    These revisions do not change bid items or the associated quantities.
    There is no ebsx addenda file associated with this addendum.
    Thank you for your attention to this matter.
    If you have any questions, please contact the Division Proposal Engineer at (828) 331-
    5200.
    Sincerely,
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION OF HIGHWAYS - DIVISION 14
    253 WEBSTER ROAD
    SYLVA, NC 28779
    Jeanette L. White, P.E.
    Highway Division 14, Project Development-
    Team Lead
    Telephone: (828) 331-5200
    Fax: (828) 331-5201
    Customer Service: 1-877-368-4968
    Location:
    253 WEBSTER ROAD
    SYLVA, NC 28779
    Website: www.ncdot.gov
    Docusign Envelope ID: FA4B7793-979C-4FB3-B5A6-96E8DADE624E
    A
    -L187- STA 14+29.41
    CL
    11.5' 2' 5.6 3'
    ABC WIDENING
    SECTION A-A
    TEMPORARY G/R
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    NEXT LEFT
    SP-4L
    NEXT RIGHT
    SP-4R
    42'' X 12''
    42'' X 12''
    W3-3
    48'' X 48''
    A
    B
    C
    STOP
    BE
    HERE ON
    RED
    PREPARED
    R10-6
    TO STOP
    24'' X 36''
    W3-4
    48'' X 48''
    D
    E
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    F
    PROJ. REFERENCE NO.
    BP14.R002
    SHEET NO.
    TMP-4
    NAD NC
    83 NGARID
    2011
    -L187- STA 13+48±
    BEGIN ABC WIDENING
    -L187- STA 13+44±
    BEGIN ABC WIDENING
    BEGIN TEMP GUARDRAIL
    -L187-
    GREU,TL-2
    A
    G
    AREU,TL-2
    50'
    MARTI NS CREEK RD
    50'
    BC D
    -L187- STA 15+31±
    END TEMP GUARDRAIL
    PORTABLE TRAFFIC SIGNAL SYSTEM
    SEE SPECIAL PROVISION
    -L188- STA 13+50
    CL
    13'
    22 ' ' 6.5'
    ABC WIDENING
    SECTION B-B
    -L188- STA 12+51±
    END ABC WIDENING
    -L188-
    MAINTAIN
    DRIVEWAY
    ACCESS
    36" TEMPORARY PIPE
    SEE EROSION CONTROL PLANS
    -L188- STA 13+08±
    BEGIN ABC WIDENING
    B
    F
    E
    200'
    C
    200'
    D
    200'
    MARTINS CREEK RD
    B
    -L188- STA 14+45±
    END ABC WIDENING
    PORTABLE TRAFFIC SIGNAL SYSTEM
    SEE SPECIAL PROVISION
    APPROVED:
    DATE:
    1/13/2026
    ORTHFECSASRIOONLIN
    SEAL
    044511
    N ENG INEER
    M . KO RTO
    DOCUMENT NOT CONSIDERED FINAL
    UNLESS ALL SIGNATURES COMPLETED
    N
    IO
    IS
    F
    O
    E
    OF HIG
    NORTH
    H
    CA W
    R
    E
    Z
    O
    N
    T
    N
    OF
    O
    TRANSP C
    E TRAFFIC
    8521 SIX FORKS ROAD, SUITE 400
    RALEIGH, NC 27615
    NC FIRM LICENSE No: F-0493
    TEMPORARY TRAFFIC
    CONTROL
    PHASE I DETAIL
    -L187-/-L188-
    Docusign Envelope ID: FA4B7793-979C-4FB3-B5A6-96E8DADE624E
    PROJ. REFERENCE NO.
    BP14.R002
    SHEET NO.
    TMP-5
    -L187- STA 12+50
    2'
    18'
    CL
    1.5'
    4'2' 9' 1'
    0. 020
    TEMPORARY PAVEMENT
    SECTION C-C
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    NEXT LEFT
    A
    SP-4L
    42'' X 12''
    NEXT RIGHT
    SP-4R
    42'' X 12''
    B
    NOTE: ALL PCB SHOWN IS
    ANCHORED UNLESS OTHERWISE
    NOTED IN PLANS.
    W3-3
    48'' X 48''
    C
    STOP
    HERE ON
    RED
    R10-6
    24'' X 36''
    D
    BE
    PREPARED
    TO STOP
    W3-4
    48'' X 48''
    E
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    F
    -L187- STA 14+29.41
    CL
    12' 21' ' 9' 3'
    TEMPORARY PAVEMENT
    SECTION D-D
    ABC WIDENING
    -L187- STA 11+71±
    BEGIN TEMP PVMT
    1 QUANTITY = 350 SQ FT
    TEMPORARY SHORING
    FROM -L187- STA. 12+12±, 6.5' LT
    TO -L187- STA. 12+47±, 7.9' LT
    2 QUANTITY = 113 SQ FT
    TEMPORARY SHORING
    FROM -L187- STA. 12+79±, 6.8' LT
    TO -L187- STA. 12+94±, 12' LT
    -L187- STA 14+90±
    END TEMP PVMT
    5 QUANTITY = 248 SQ FT
    TEMPORARY SHORING
    FROM -L188- STA. 12+90±, 6.0' RT
    TO -L188- STA. 13+21±, 6.4' RT
    -L188- STA 13+18±
    BEGIN TEMP PVMT
    -L187- STA 11+65±
    D
    E
    3 QUANTITY = 160 SQ FT
    -L188- STA 14+10±
    BEGIN PCB
    TEMPORARY SHORING
    END TEMP PVMT
    F
    1' OFFSET
    -L187- STA 11+45±
    BEGIN CONSTRUCTION
    A
    -L187-MARTI NS CREEK RD
    50'
    50'
    C
    B-77
    GREU,TL-2
    GREU,TL-2
    G
    DREU,TL-2
    FROM -L188- STA. 12+43±, 6.1' RT
    TO -L188- STA. 12+63±, 6.1' RT
    MAINTAIN
    DRIVEWAY
    ACCESS
    E
    C
    -L187- STA 13+94±
    -L188-
    END TEMP GUARDRAIL
    GREU,TL-2
    F
    GREU,TL-2
    E
    200'
    C
    200'
    D
    200'
    -L188-MARTINS CREEK RD
    NAD NC
    83 NGARID
    2011
    BC D
    TEMP CRASH
    CUSHION
    -L188- STA 12+09±
    GREU,TL-2
    GREU,TL-2
    GREU,TL-2
    BEGIN TEMP GUARDRAIL
    -L187- STA 12+80±
    END PCB 1' OFFSET
    BEGIN TEMP GUARDRAIL
    F
    PORTABLE TRAFFIC SIGNAL SYSTEM
    SEE SPECIAL PROVISION
    PORTABLE TRAFFIC SIGNAL SYSTEM
    SEE SPECIAL PROVISION
    4 QUANTITY = 184 SQ FT
    TEMPORARY SHORING
    FROM -L188- STA. 12+43±, 6.1' RT
    TO -L188- STA. 12+66±, 9.1' RT
    36" TEMPORARY PIPE
    SEE EROSION CONTROL PLANS
    -L188- STA 13+89±
    END TEMP GUARDRAIL
    -L188- STA 13+78±
    END CONSTRUCTION
    -L187- STA 15+00
    CL
    12' 21 ' ' 9' 3'
    PAVE EXIST. ROAD
    ABC WIDENING
    SECTION E-E
    -L188- STA 12+80
    5'
    CL
    15.5'
    23 ' '4'1' 9' 1'
    0. 020
    TEMP. G/R
    SECTION F-F
    6 QUANTITY = 288 SQ FT
    TEMPORARY SHORING
    FROM -L188- STA. 12+85±, 10.4' RT
    TO -L188- STA. 13+21±, 6.4' RT
    APPROVED:
    1/13/2026
    DATE:
    ORTHFECSASRIOONLIN
    SEAL
    044511
    N ENG INEER
    M . KO RTO
    DOCUMENT NOT CONSIDERED FINAL
    UNLESS ALL SIGNATURES COMPLETED
    N
    IO
    IS
    F
    O
    E
    OF HIG
    NORTH
    H
    CA W
    R
    E
    Z
    O
    N
    T
    N
    OF
    O
    TRANSP C
    E TRAFFIC
    8521 SIX FORKS ROAD, SUITE 400
    RALEIGH, NC 27615
    NC FIRM LICENSE No: F-0493
    TEMPORARY TRAFFIC
    CONTROL
    PHASE II DETAIL
    -L187-/-L188-
    Docusign Envelope ID: FA4B7793-979C-4FB3-B5A6-96E8DADE624E
    PROJ. REFERENCE NO.
    BP14.R002
    SHEET NO.
    TMP-6
    -L187- STA 12+50
    22 ' 1' ' 9' 12' 2 ' '
    CL
    19'
    4' 5'
    0. 020
    0. 020
    TEMPORARY PAVEMENT
    SECTION G-G
    NOTE: ALL PCB SHOWN IS
    ANCHORED UNLESS OTHERWISE
    NOTED IN PLANS.
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    W3-3
    48'' X 48''
    NEXT LEFT
    A
    SP-4L
    42'' X 12''
    C NEXT RIGHT
    SP-4R
    42'' X 12''
    B
    STOP
    HERE ON
    RED
    R10-6
    24'' X 36''
    D
    NAD NC
    83 NGARID
    2011
    BE
    PREPARED
    TO STOP
    W3-4
    48'' X 48''
    E
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    F
    -L187- STA 13+26±
    END PCB
    1' OFFSET
    -L187- STA 14+29.41
    CL
    9' 12 ' ' 7.5' 4.5'3'
    TEMP PAVEMENT
    ABC WIDENING
    REMOVE TEMP GUARDRAIL
    SECTION H-H
    -L187- STA 11+57± P1
    BEGIN PCB
    H
    1' OFFSET
    TEMP CRASH
    CUSHION
    -L187-MARTI NS CREEK RD
    G
    TL-2
    GREU
    H
    TEMP CRASH
    CUSHION
    I
    A
    50'
    50'
    TL-2
    GREU
    G
    -L187- STA 13+35±
    END PCB
    BC D
    1' OFFSET
    -L187- STA. 12+48±
    -L187- STA 11+45±
    BEGIN CONSTRUCTION
    PORTABLE TRAFFIC SIGNAL SYSTEM
    SEE SPECIAL PROVISION
    -L187- STA 12+09±
    BEGIN PCB
    1' OFFSET
    TEMP CRASH
    CUSHION
    I
    -L188- STA 12+17±
    BEGIN PCB
    1' OFFSET
    MAINTAIN
    DRIVEWAY
    ACCESS
    MAINTAIN
    DRIVEWAY
    ACCESS
    TEMP CRASH
    CUSHION
    GREU,TL-2
    GREU,TL-2
    36" TEMPORARY PIPE
    SEE EROSION CONTROL PLANS
    TEMP CRASH
    CUSHION D
    J
    GREU,TL-2
    F
    E
    200'
    C
    200'
    200'
    -L188-MARTINS CREEK RD
    GREU,TL-2
    J
    PORTABLE TRAFFIC SIGNAL SYSTEM
    SEE SPECIAL PROVISION
    -L188- STA. 13+78±
    END CONSTRUCTION
    -L188- STA 13+69±
    END PCB
    1' OFFSET
    -L187- STA 15+00
    CL
    9' 12 ' ' 6'
    7.5'
    -L188- STA 12+80
    CL
    4'1' 9' 14 ' ' 14'
    8521 SIX FORKS ROAD, SUITE 400
    RALEIGH, NC 27615
    NC FIRM LICENSE No: F-0493
    ABC WIDENING
    SECTION I-I
    REMOVE TEMP GUARDRAIL
    0. 020
    SECTION J-J
    REMOVE EXIST.
    STRUCTURE
    APPROVED:
    1/13/2026
    DATE:
    ORTHFECSASRIOONLIN
    SEAL
    044511
    N ENG INEER
    M . KO RTO
    DOCUMENT NOT CONSIDERED FINAL
    UNLESS ALL SIGNATURES COMPLETED
    N
    IO
    IS
    F
    O
    E
    OF HIG
    NORTH
    H
    CA W
    R
    E
    Z
    O
    N
    T
    N
    OF
    O
    TRANSP C
    E TRAFFIC
    TEMPORARY TRAFFIC
    CONTROL
    PHASE III DETAIL
    -L187-/-L188-
    Docusign Envelope ID: FA4B7793-979C-4FB3-B5A6-96E8DADE624E
    PROJ. REFERENCE NO.
    BP14.R002
    SHEET NO.
    TMP-7
    -L187- STA 14+29.41
    21' '
    CL
    15'
    TEMP PVMT REMOVAL
    SECTION K-K
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    NEXT LEFT
    SP-4L
    42'' X 12''
    NEXT RIGHT
    SP-4R
    42'' X 12''
    A
    B
    W3-3
    48'' X 48''
    C
    STOP
    HERE ON
    RED
    R10-6
    24'' X 36''
    BE
    PREPARED
    TO STOP
    W3-4
    48'' X 48''
    D
    E
    ONE LANE
    ROAD
    AHEAD
    W20-4
    48'' X 48''
    F
    NAD NC
    83 NGARID
    2011
    -L187- STA 14+90±
    END TEMP PVMT REMOVAL
    -L187- STA. 11+71±
    BEGIN TEMP
    PVMT REMOVAL
    GREU,TL-2
    GREU,TL-2
    A
    50'
    50'
    GREU,TL-2
    GREU,TL-2
    BC D
    K
    K
    PORTABLE TRAFFIC SIGNAL SYSTEM
    SEE SPECIAL PROVISION
    -L188- STA 13+50
    22 ' 1' '
    CL
    15'
    TEMP PVMT REMOVAL
    SECTION L-L
    -L188- STA 14+10±
    END TEMP
    PVMT REMOVAL
    -L188- STA. 13+18±
    BEGIN TEMP
    PVMT REMOVAL
    GREU,TL-2
    GREU,TL-2
    L
    GREU,TL-2
    F
    E
    200'
    C
    200'
    D
    200'
    MARTINS CREEK RD
    GREU,TL-2
    L
    36" TEMPORARY PIPE
    SEE EROSION CONTROL PLANS
    PORTABLE TRAFFIC SIGNAL SYSTEM
    SEE SPECIAL PROVISION
    APPROVED:
    DATE:
    1/13/2026
    ORTHFECSASRIOONLIN
    SEAL
    044511
    N ENG INEER
    M . KO RTO
    DOCUMENT NOT CONSIDERED FINAL
    UNLESS ALL SIGNATURES COMPLETED
    N
    IO
    IS
    F
    O
    E
    OF HIG
    NORTH
    H
    CA W
    R
    E
    Z
    O
    N
    T
    N
    OF
    O
    TRANSP C
    E TRAFFIC
    8521 SIX FORKS ROAD, SUITE 400
    RALEIGH, NC 27615
    NC FIRM LICENSE No: F-0493
    TEMPORARY TRAFFIC
    CONTROL
    PHASE IV DETAIL
    -L187-/-L188-
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