DN01127 (WBS 49463.3.1) BL-0008 GRADING, PAVING, STRUCTURES, AND DRAINAGE ON CLEAR CREEK GREENWAY FROM OKLAWAHA GREENWAY AT SR-1508 (BALFOUR RD) TO SR-1518 (LAKEWOOD RD) IN HENDERSON COUNTY Addendum 1

Project Information

Bid Title
DN01127 (WBS 49463.3.1) BL-0008 GRADING, PAVING, STRUCTURES, AND DRAINAGE ON CLEAR CREEK GREENWAY FROM OKLAWAHA GREENWAY AT SR-1508 (BALFOUR RD) TO SR-1518 (LAKEWOOD RD) IN HENDERSON COUNTY Addendum 1
Issuing Agency
Division of Highways
Location
North Carolina
Published Date
Apr 6, 2026
Closing Date
Apr 14, 2026
Government Level
State & Local
Status
Closed
Original Source
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Project Description
  • DN01127 (WBS 49463.3.1)
    POC
    DN01127 (WBS 49463.3.1) BL-0008 GRADING, PAVING, STRUCTURES, AND DRAINAGE ON CLEAR CREEK GREENWAY FROM OKLAWAHA GREENWAY AT SR-1508 (BALFOUR RD) TO SR-1518 (LAKEWOOD RD) IN HENDERSON COUNTY
    • Attachment Preview
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    JOSH STEIN
    GOVERNOR
    April 2, 2026
    DANIEL H. JOHNSON
    SECRETARY
    ADDENDUM # 1
    Contract No. DN01127
    TIP No.:
    BL-0008
    Federal Aid No.: STBGDA-1413019
    WBS Element: 49463.3.1
    County:
    Henderson
    Description:
    Grading, Paving, Structures, And Drainage on Clear Creek Greenway
    From Oklawaha Greenway At SR-1508 (Balfour Rd) To SR-1518
    (Lakewood Rd) In Henderson County
    Letting Date: April 14, 2026
    Plan Holders
    Content Summary: Question & Answer, Provision Changes, Plans Sheet Changes
    Pay Item Changes, Quantity Changes
    The above contract has experienced the following revisions:
    1. Bidder Questions/Concerns and Department Responses:
    a. Bidder Concern: “The proposal indicates that there is no tree clearing from
    April 1st to October 15th. When visiting the site, there will be trees to clear,
    especially under ICT #3 which states that the work from station 81+23 to
    station to station 147+47 to be completed in that window.”
    b. Department’s Response: On page G-8, the Construction Moratorium
    provision has been removed from the proposal. The City of
    Hendersonville cleared some but not all the trees before the moratorium
    began. For those trees that still need to be cleared during the
    moratorium, the Department will utilize the Biological Programmatic
    Opinion to allow for the removal of those trees. The Contractor shall
    coordinate with the Resident Construction Engineer and the Division
    PDEA Engineer, prior to cutting any remaining trees.
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION OF HIGHWAYS - DIVISION 14
    253 WEBSTER ROAD
    SYLVA, NC 28779
    Telephone: (828) 331-5200
    Fax: (828) 331-5201
    Customer Service: 1-877-368-4968
    Website: www.ncdot.gov
    Location:
    253 WEBSTER ROAD
    SYLVA, NC 28779
    c. Bidder Question: The 2024 Standard Specification book calls for Pratt
    bridges, but the specs in the drawings call for Pratt trusses- can you verify
    what type of truss is needed?
    d. Department’s Response: “The required truss type is a Pratt truss. Any
    reference in the specifications to “Pratt bridges” is intended as a
    general bridge classification only. The drawings explicitly define the
    structural system and shall govern. Provide a Pratt truss in accordance
    with the contract drawings.”
    e. Bidder Question: “The drawings call for a rub rail, is that PT pine, steel, or
    IPE?”
    f. Department’s Response: The Contractor shall provide an IPE rub rail as
    shown and detailed on the contract drawings
    2. Remove Provision SP1 G18C Construction Moratorium on page G-8
    3. Remove Provision SP11 R06 Temporary Crash Cushions on page R-9
    4. Replace Sheet 1A of the DN01127 STANDARD PLANS SHEETS – ROADWAY as it
    includes notation for sheet 3B-1 in the Index of Sheets list (see attached)
    5. Add Sheet 3B-1 of the DN01127 STANDARD PLANS SHEETS – ROADWAY (see
    attached)
    6. The following pay items have changed
    a. The quantity for line item 0014: 1099500000-E SHALLOW UNDERCUT has
    decreased from 500 to 100 CY
    b. The quantity for line item 0005: 1099500000-E GEOTEXTILE FOR SOIL
    STABILIZATION has increased from 1,000 to 1,300 CY
    c. 0036000000-E 225 UNDERCUT EXCAVATION has been added, 350 CY
    d. 0195000000-E 265 SELECT GRANULAR MATERIAL has been added, 200
    CY
    e. 2022000000-E 815 SUBDRAIN EXCAVATION has been added, 84 CY
    f. 2026000000-E 815 GEOTEXTILE FOR SUBSURFACE DRAINS has been
    added, 250 SY
    g. 2036000000-E 815 SUBDRAIN COARSE AGGREGATE has been added, 42
    CY
    h. 2044000000-E 815 6" PERFORATED SUBDRAIN PIPE has been added, 250
    LF
    i. 2070000000-N 815 SUBDRAIN PIPE OUTLET has been added, 1 EA
    j. 2077000000-E 815 6" OUTLET PIPE has been added, 6 LF
    Please access ebsx addenda files, DN01127.001x. on Bid Express®.
    Thank you for your attention to this matter.
    If you have any questions, please contact the Division Proposal Engineer at (828) 331-
    5200.
    Sincerely,
    Wes Jamison, P.E.
    Division 14 Project Development Engineer
    INDEX OF SHEETS
    SHEET NUMBER
    SHEET
    1
    TITLE SHEET
    1A
    INDEX OF SHEETS, GENERAL NOTES, AND LIST OF
    STANDARD DRAWINGS
    1B
    CONVENTIONAL SYMBOLS
    2A-1
    TYPICAL SECTIONS
    2B-1 THRU 2B-4
    ROADWAY DETAILS
    3B-1
    ROADWAY SUMMARY
    3D-1
    DRAINAGE SUMMARY SHEET
    3P-1
    PARCEL INDEX SHEET
    4 THRU 24
    PLAN AND PROFILE SHEETS
    TMP-1
    TRAFFIC MANAGEMENT PLAN
    PMP-1 THRU PMP-7
    PAVEMENT MARKING PLANS
    EC-1 THRU EC-43
    EROSION CONTROL PLANS
    SIGN-1 THRU SIGN-6
    SIGNING PLANS
    X-1
    CROSS-SECTION INDEX
    X-2 THRU X-49
    CROSS-SECTION SHEETS
    S-1 THRU S-16
    STRUCTURE PLANS
    UTILITY AND GOVERNING AGENCIES CONTACT LIST
    CITY OF HENDERSONVILLE ENGINEERING
    CITY OPERATIONS CENTER
    305 WILLIAMS STREET
    HENDERSONVILLE, NC 28792
    (828) 697-3000 TEL
    CONTACT: BRENDAN SHANAHAN, P.E., CFM
    CITY ENGINEER
    POLICE DEPARTMENT
    HENDERSONVILLE POLICE DEPARTMENT
    630 ASHE STREET
    HENDERSONVILLE, NC 28792
    (828) 697-3000
    POLICE CHIEF: BLAIR MYHAND
    WATER COMPANY
    HENDERSONVILLE WATER AND SEWER
    305 WILLIAMS STREET
    HENDERSONVILLE, NC 28792
    (828) 697-3073 TEL
    POWER COMPANY
    DUKE ENERGY
    957 SPARTANBURG HWY
    HENDERSONVILLE, NC 28792
    (800)777-9898 TEL
    FIRE DEPARTMENT
    HENDERSONVILLE FIRE DEPARTMENT
    632 SUGARLOAF ROAD
    HENDERSONVILLE, NC 28792
    (828) 697-3024 TEL
    FIRE CHIEF: GARY STYERS
    GENERAL NOTES:
    2024 SPECIFICATIONS
    EFFECTIVE:
    01-16-2024
    REVISED:
    GRADE LINE:
    GRADING AND SURFACING:
    THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
    SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
    ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
    ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
    CLEARING:
    CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
    METHOD II.
    SUPERELEVATION:
    ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
    STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
    SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
    SECTIONS.
    SIDE ROADS:
    THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
    SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
    THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
    INVOLVED.
    DRIVEWAYS:
    DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02
    USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES
    WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
    END BENTS:
    THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
    SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
    APPROACHING A BRIDGE.
    UTILITIES:
    UTILITY OWNERS ON THIS PROJECT ARE HENDERSONVILLE WATER AND
    SEWER AND DUKE ENERGY CORPORATION.
    SUBSURFACE DRAINS
    SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO.
    815.02 AT LOCATIONS DIRECTED BY THE ENGINEER
    SUBSURFACE PLANS
    NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
    MAKE HIS OWN INVESTIGATIONS AS TO THE SUBSURFACE CONDITIONS.
    2024 ROADWAY ENGLISH STANDARD DRAWINGS
    EFF. 01-16-2024
    REV.
    The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards and Development Unit -
    N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024 are applicable to this project
    and by reference hereby are considered a part of these plans:
    STD.NO.
    TITLE
    DIVISION 2 - EARTHWORK
    200.02 Method of Clearing - Method II
    225.02 Guide for Grading Subgrade - Secondary and Local
    225.04 Method of Obtaining Superelevation - Two Lane Pavement
    DIVISION 3 - PIPE CULVERTS
    300.01 Method of Pipe Installation
    DIVISION 8 - INCIDENTALS
    806.01 Concrete Right-of-Way Marker
    806.03 Concrete Contol of Access Marker
    838.11 Brick Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90 Skew
    838.27 Reinforced Concrete Endwall - for Single 48" Pipe 90 Skew
    846.01 Concrete Curb, Gutter and Curb & Gutter
    848.01 Concrete Sidewalk
    848.06 Concrete Curb Ramp
    848.07 Concrete Sidepath / Shared Use Path / Greenway Construction
    866.07 Wildlife Frence - with Chain Link
    867.02 Steel Bollards
    876.02 Guide for Rip Rap at Pipe Outlets
    PREPARED IN THE OFFICE OF:
    REV. No.:
    REVISION:
    DATE:
    DRAWN BY:
    CHECKED BY:
    This document, together with the concepts and designs presented herein, as an instrument of service, is
    intended only for the specific purpose and client for which it was prepared. Reuse of and improper
    reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
    shall be without liability to Kimley-Horn and Associates, Inc.
    Copyright Kimley-Horn and Associates, Inc., 2025
    NC LICENSE #F-0102
    200 S TRYON ST, SUITE 200
    CHARLOTTE, NORTH CAROLINA 28202
    PHONE: (704) 333-5131
    C 2025
    INDEX OF SHEETS,
    GENERAL NOTES,
    AND STANDARD DRAWINGS
    ORTOHFECSASRIOONLIN
    SEAL
    052843
    IAENGG.INGEOEL 4RA/S2/2026
    PROJECT:
    CLEAR CREEK GREENWAY
    JOB NUMBER:
    015574013
    SHEET NUMBER:
    1A
    COMPUTED BY:
    CHECKED BY:
    SRR
    TGR
    DATE:
    DATE:
    04-01-2026
    04-01-2026
    STATE OF NORTH CAROLINA
    DIVISION OF HIGHWAYS
    STATION
    SUMMARY OF EARTHWORK
    IN CUBIC YARDS
    STATION
    UNCLASSIFIED
    EXCAVATION
    UNDERCUT
    EMBT
    +%
    -L1- 81+23.35
    -L1- 109+27.00
    -L1- 145+75.00
    -Y1- 200+00.00
    -Y3- 400+06.22
    108+37.00
    146+00.00
    178+30.71
    201+68.26
    433+36.97
    SUBTOTAL
    SUMMARY TOTAL
    MATERIAL FOR SHOULDER CONSTRUCTION
    LOSS DUE TO CLEARING AND GRUBBING
    ADDITONAL UNDERCUT
    SELECT GRANULAR MATERIAL IN LIEU OF BORROW
    PROJECT TOTAL
    EST. 5% TO REPLACE TOP SOIL ON BORROW PIT
    GRAND TOTAL
    SAY
    EST. SHALLOW UNDERCUT = 100 CUBIC YARDS
    CLASS IV SUBGRADE STABILIZATION = 2000 TON
    1523
    266
    223
    5
    405
    2422
    2422
    -300
    2122
    2122
    2200
    2929
    3915
    1459
    412
    1344
    10059
    10059
    350
    350
    403
    -230
    10232
    350
    350
    10232
    PREPARED IN THE OFFICE OF:
    REV. No.:
    REVISION:
    DATE:
    DRAWN BY:
    CHECKED BY:
    This document, together with the concepts and designs presented herein, as an instrument of service, is
    intended only for the specific purpose and client for which it was prepared. Reuse of and improper
    reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
    shall be without liability to Kimley-Horn and Associates, Inc.
    Copyright Kimley-Horn and Associates, Inc., 2025
    NC LICENSE #F-0102
    200 S TRYON ST, SUITE 200
    CHARLOTTE, NORTH CAROLINA 28202
    PHONE: (704) 333-5131
    C 2026
    EARTHWORK SUMMARY
    BORROW
    WASTE
    1406
    3649
    1236
    407
    939
    7637
    7637
    403
    -230
    8110
    406
    8516
    8600
    NOTE: EARTHWORK QUANTITES ARE CALCULATED BY THE ROADWAY
    DESIGNER. THESE EARTHWORK QUANTITIES ARE BASED IN PART ON
    SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL
    ENGINEERING UNIT.
    PROJECT:
    CLEAR CREEK GREENWAY
    JOB NUMBER:
    015574013
    SHEET NUMBER:
    3B-1
    Commodity Codes
    • NAICS 237310Highway, Street, and Bridge Construction
    • NAICS 237990Other Heavy and Civil Engineering Construction
    • NAICS 238910Site Preparation Contractors
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