Proposal_BR2025A_7.3.25_final.pdf

Project Contract for

RESURFACING, MILLING, &

PAVEMENT MARKING 2025

Secondary Roads in the Town of Bermuda Run

Davie County

Owner – Town of Bermuda Run 120 Kinderton Blvd. Suite 100

Bermuda Run, North Carolina 27006

Contract and Project Plans Prepared By:

Wetherill Engineering, Inc.

1223 Jones Franklin Rd.

Raleigh, North Carolina 27606 NC License: F-0377

Docusign Envelope ID: 66429716-3423-4F04-99B6-B3D4B689CEF8

7/7/2025

Davie County Town of Bermuda Run

TOWN OF BERMUDA RUN

PROPOSAL

DATE AND TIME OF BID OPENING: AUGUST 13, AT 2:00 PM

CONTRACT ID: BR2025A

COUNTY: DAVIE

MILES: 2.05

LOCATION: SECONDARY ROADS IN THE TOWN OF BERMUDA RUN

TYPE OF WORK: RESURFACING, MILLING, & PAVEMENT MARKING

AVAILABILITY DATE: SEPTEMBER 22, 2025

(OR UPON ISSUANCE OF PURCHASE ORDER)

COMPLETION DATE: JUNE 1, 2026

NOTICE:

ALL BIDDERS SHALL COMPLY WITH ALL APPLICABLE LAWS REGULATING THE PRACTICE

OF GENERAL CONTRACTING AS CONTAINED IN CHAPTER 87 OF THE GENERAL STATUTES

OF NORTH CAROLINA WHICH REQUIRES THE BIDDER TO BE LICENSED BY THE N.C.

LICENSING BOARD FOR CONTRACTORS WHEN BIDDING ON ANY NON-FEDERAL AID

PROJECT WHERE THE BID IS $30,000 OR MORE, EXCEPT FOR CERTAIN SPECIALTY WORK AS

DETERMINED BY THE LICENSING BOARD. BIDDERS SHALL ALSO COMPLY WITH ALL

OTHER APPLICABLE LAWS REGULATING THE PRACTICES OF ELECTRICAL, PLUMBING,

HEATING AND AIR CONDITIONING AND REFRIGERATION CONTRACTING AS CONTAINED IN

CHAPTER 87 OF THE GENERAL STATUTES OF NORTH CAROLINA. NOTWITHSTANDING

THESE LIMITATIONS ON BIDDING, THE BIDDER WHO IS AWARDED ANY FEDERAL - AID

FUNDED PROJECT SHALL COMPLY WITH CHAPTER 87 OF THE GENERAL STATUTES OF

NORTH CAROLINA FOR LICENSING REQUIREMENTS WITHIN 60 CALENDAR DAYS OF BID

OPENING.

THIS IS A ROADWAY PROJECT.

BID BONDS ARE REQUIRED.

NAME OF BIDDER

ADDRESS OF BIDDER

PROPOSAL FOR THE CONSTRUCTION OF

CONTRACT No. BR2025A IN DAVIE COUNTY, NORTH CAROLINA

JULY 9, 2025

TOWN OF BERMUDA RUN,

NORTH CAROLINA

INSTRUCTIONS TO BIDDERS

PLEASE READ ALL INSTRUCTIONS CAREFULLY

BEFORE PREPARING AND SUBMITTING YOUR BID.

All bids shall be prepared and submitted in accordance with the following requirements. Failure to comply with any requirement may cause the bid to be considered irregular and may be grounds for rejection of the bid.

The Bidder has carefully examined the location of the proposed work to be known as Contract No. BR2025A has carefully examined the plans and specifications, which are acknowledged to be part of the proposal, the special provisions, the proposal, the form of contract, and the forms of contract payment bond and contract performance bond; and thoroughly understands the stipulations, requirements and provisions. The undersigned bidder agrees to be bound upon his execution of the bid and subsequent award to him by the Town of Bermuda Run in accordance with this proposal to provide the necessary contract payment bond and contract performance bond within fourteen days after the written notice of award is received by him. The undersigned Bidder further agrees to provide all necessary machinery, tools, labor, and other means of construction; and to do all the work and to furnish all materials, except as otherwise noted, necessary to perform and complete the said contract in accordance with the NCDOT 2024 Standard Specifications for Roads and Structures by the dates(s) specified in the Project Special Provisions and in accordance with the requirements of the Engineer, and at the unit or lump sum prices, as the case may be, for the various items given on the sheets contained herein.

The Bidder shall provide and furnish all the materials, machinery, implements, appliances and tools, and perform the work and required labor to construct and complete Contract No. BR2025A in Davie County, for the unit or lump sum prices, as the case may be, bid by the Bidder in his bid and according to the proposal, plans, and specifications prepared by said Town, which proposal, plans, and specifications show the details covering this project, and hereby become a part of this contract.

The published volume entitled North Carolina Department of Transportation, Raleigh, Standard Specifications for Roads and Structures, January 2024 with all amendments and supplements thereto, is by reference incorporated into and made a part of this contract; that, except as herein modified, all the construction and work included in this contract is to be done in accordance with the specifications contained in said volume, and amendments and supplements thereto, under the direction of the Engineer.

If the proposal is accepted and the award is made, the contract is valid only when signed either by the Mayor of Bermuda Run or such other person as may be designated by the Mayor to sign for the Town of Bermuda Run. The conditions and provisions herein cannot be changed except over the signature of the said Mayor or designated Engineer.

The quantities shown in the itemized proposal for the project are considered to be approximate only and are given as the basis for comparison of bids. The Town of Bermuda Run may increase or decrease the quantity of any item or portion of the work as may be deemed necessary or expedient.

An increase or decrease in the quantity of an item will not be regarded as sufficient ground for an increase or decrease in the unit prices, nor in the time allowed for the completion of the work, except as provided for the contract.

Accompanying this bid is a bid bond secured by a corporate surety, or certified check payable to the order of the Town of Bermuda Run, for five percent of the total bid price, which deposit is to be forfeited as liquidated damages in case this bid is accepted and the Bidder shall fail to provide the required payment and performance bonds with the Town of Bermuda Run, under the condition of this proposal, within 14 calendar days after the written notice of award is received, as provided in the Standard Specifications; otherwise said deposit will be returned to the Bidder.

TABLE OF CONTENTS

COVER SHEET

PROPOSAL SHEET

PROJECT SPECIAL PROVISIONS

BOND REQUIREMENTS: ........................................................................................................ G-1

CONTRACT TIME AND LIQUIDATED DAMAGES: ........................................................... G-1

INTERMEDIATE CONTRACT TIME NUMBER AND LIQUIDATED DAMAGES: .......... G-1

MAJOR CONTRACT ITEMS: .................................................................................................. G-3

SPECIALTY ITEMS: ................................................................................................................. G-3

USE OF UNMANNED AIRCRAFT SYSTEM (UAS): ............................................................ G-3

ROADWAY .................................................................................................................................R-1

NOTES TO CONTRACTOR .....................................................................................................R-1

PRICE ADJUSTMENT – ASPHALT BINDER FOR PLANT MIX .........................................R-2

PATCHING EXISTING PAVEMENT ......................................................................................R-2

ERRATA .....................................................................................................................................R-4

UNIT PROJECT SPECIAL PROVISIONS

WORK ZONE TRAFFIC CONTROL ..................................................................................... TC-1

EROSION CONTROL ............................................................................................................ EC-1

BID/PAY ITEM SHEETS

SIGNATURE SHEETS AND FORMS

INSTRUCTIONS TO BIDDERS

PLEASE READ ALL INSTRUCTIONS CAREFULLY

BEFORE PREPARING AND SUBMITTING YOUR BID.

All bids shall be prepared and submitted in accordance with the following requirements. Failure to comply with any requirement may cause the bid to be considered irregular and may be grounds for rejection of the bid.

TRADITIONAL PAPER BIDS:

1. Download the entire proposal and return the entire proposal with your bid.

2. All entries on the itemized proposal sheet (bid form) shall be written in ink or typed.

3. The Bidder shall submit a unit price for every item on the itemized proposal sheet. The unit prices for the various contract items shall be written in figures. Unit prices shall be rounded off by the Bidder to contain no more than FOUR decimal places.

4. An amount bid shall be entered on the itemized proposal sheet for every item. The amount bid for each item shall be determined by multiplying each unit bid by the quantity for that item and shall be written in figures in the "Bid Amount" column of the form.

5. The total amount bid shall be written in figures in the proper place on the bid form. The total amount bid shall be determined by adding the amounts bid for each item.

6. Changes to any entry shall be made by marking through the entry in ink and making the correct entry adjacent thereto in ink. A representative of the Bidder shall initial the change in ink. Do not use correction fluid, correction tape or similar product to make corrections.

7. The bid shall be properly executed on the included Execution of Bid – Non-collusion, Debarment and Gift Ban Certification form. All bids shall show the following information:

a. Name of corporation, partnership, Limited Liability Company, joint venture, individual or firm, submitting bid. Corporations that have a corporate seal shall include it on the bid, otherwise write your corporations name in the seal location.

b. Name of individual or representative submitting bid and position or title held on behalf of the bidder.

c. Name, signature, and position or title of witness.

8. The bid shall not contain any unauthorized additions, deletions, or conditional bids.

9. The Bidder shall not add any provision reserving the right to accept or reject an award, or to enter into a contract pursuant to an award.

10. THE PROPOSAL WITH THE ITEMIZED PROPOSAL SHEET ATTACHED SHALL BE PLACED

IN A SEALED ENVELOPE AND SHALL BE DELIVERED TO AND RECEIVED IN THE TOWN

OF BERMUDA RUN, LOCATED AT 120 KINDERTON BLVD. SUITE #100, BERMUDA RUN, NC

27006 BY 2:00 PM ON AUGUST 13, 2025.

11. The sealed bid must display the following statement on the front of the sealed envelope:

QUOTATION FOR – RESURFACING, MILLING, & PAVEMENT MARKING – TOWN OF

BERMUDA RUN TO BE OPENED AT 2:00 PM ON AUGUST 13, 2025.

12. Questions shall be emailed no later than July 31, 2025, to R. K. (Ken) Murphy, Jr., P.E. – KMURPHY@WETHERILLENG.COM. Contact with any other TOWN OF BERMUDA RUN personnel concerning this project is strictly prohibited, unless otherwise noted, and may result in bids being considered non-responsive.

Davie County Town of Bermuda Run G-1

GENERAL

BOND REQUIREMENTS:

(6-1-16)(Rev.1-16-24) 102-8, 102-10 SPD 01-420A

A Bid Bond is required in accordance with Article 102-10 of the Standard Specifications for Roads and Structures.

Contract Payment and Performance Bonds are required in accordance with Article 103-7 of the Standard Specifications.

CONTRACT TIME AND LIQUIDATED DAMAGES:

(7-1-95) (Rev. 12-18-07) 108 SP1 G10 A

The date of availability for this contract is September 22, 2025 (or upon issuance of Purchase Order)

The completion date for this contract is June 1, 2026.

Except where otherwise provided by the contract, observation periods required by the contract will not be a part of the work to be completed by the completion date and/or intermediate contract times stated in the contract. The acceptable completion of the observation periods that extend beyond the final completion date shall be a part of the work covered by the performance and payment bonds.

The liquidated damages for this contract are Seven Hundred Dollars ($700.00) per calendar day.

INTERMEDIATE CONTRACT TIME AND LIQUIDATED DAMAGES:

(2-20-07) 108 SP1 G14 A

The Contractor shall complete the required work of installing, maintaining, and removing the traffic control devices for lane closures and restoring traffic to the existing traffic pattern. The Contractor shall not close or narrow a lane of traffic during the following time restrictions:

DAY AND TIME RESTRICTIONS

MONDAY THRU SUNDAY: 7:00 P.M. TO 6:00 A.M.

In addition, the Contractor shall not close or narrow a lane of traffic on ANY MAP, detain and/or alter the traffic flow on or during holidays, holiday weekends, special events, or any other time when traffic is unusually heavy, including the following schedules:

(continued next page)

Davie County Town of Bermuda Run G-2

HOLIDAY AND HOLIDAY WEEKEND LANE CLOSURE RESTRICTIONS

1. For any occurrence that creates unusually high traffic volumes, as directed by the Engineer.

2. For New Year's Day, between the hours of 6:00 A.M. December 31st and 9:00 A.M.

January 2nd. If New Year's Day is on a Friday, Saturday, Sunday or Monday, then until 9:00 A.M. the following Tuesday.

3. For Easter, between the hours of 6:00 A.M. Thursday and 9:00 A.M. Monday.

4. For Memorial Day, between the hours of 6:00 A.M. Friday and 9:00 A.M. Tuesday.

5. For Independence Day, between the hours of 6:00 A.M. the day before Independence Day and 9:00 A.M. the day after Independence Day.

If Independence Day is on a Friday, Saturday, Sunday or Monday, then between the hours of 6:00 A.M. the Thursday before Independence Day and 9:00 A.M. the Tuesday after Independence Day.

6. For Labor Day, between the hours of 6:00 A.M. Friday and 9:00 A.M. Tuesday.

7. For Thanksgiving Day, between the hours of 6:00 A.M. Tuesday and 9:00 A.M.

Monday.

8. For Christmas, between the hours of 6:00 A.M. the Friday before the week of Christmas Day and 9:00 A.M. the following Tuesday after the week of Christmas Day.

Holidays and holiday weekends shall include New Year's, Easter, Memorial Day, Independence Day, Labor Day, Thanksgiving and Christmas. The Contractor shall schedule his work so that lane closures will not be required during these periods, unless otherwise directed by the Engineer.

The time of availability for this intermediate contract work shall be the time the Contractor begins to install all traffic control devices for lane closures according to the time restrictions listed herein.

The completion time for this intermediate contract work shall be the time the Contractor is required to complete the removal of all traffic control devices for lane closures according to the time restrictions stated above and place traffic in the existing traffic pattern.

The liquidated damages are THREE HUNDRED DOLLARS ($300.00) per hour or any portion thereof.

Davie County Town of Bermuda Run G-3

MAJOR CONTRACT ITEMS:

(2-19-02)(Rev. 1-16-24) 104 SP1 G28

The following listed items are the major contract items for this contract (see Article 104-5 of the 2024 Standard Specifications):

Line # Description

7 ASPHALT CONC SURFACE COURSE, TYPE S9.5B

8 ASPHALT BINDER FOR PLANT MIX

SPECIALTY ITEMS:

(7-1-95)(Rev. 1-16-24) 108-6 SP1 G37

Items listed below will be the specialty items for this contract (see Article 108-6 of the 2024 Standard Specifications).

NO SPECIALTY ITEMS

USE OF UNMANNED AIRCRAFT SYSTEM (UAS):

(8-20-19) SP1 G092

The Contractor shall adhere to all Federal, State and Local regulations and guidelines for the use of Unmanned Aircraft Systems (UAS). This includes but is not limited to US 14 CFR Part 107 Small UAS Rule, NC GS 15A-300.2 Regulation of launch and recovery sites, NC GS 63-95 Training required for the operation of unmanned aircraft systems, NC GS 63-96 Permit required for commercial operation of unmanned aircraft system, and NCDOT UAS Policy. The required operator certifications include possessing a current Federal Aviation Administration (FAA) Remote Pilot Certificate, a NC UAS Operator Permit as well as operating a UAS registered with the FAA.

Prior to beginning operations, the Contractor shall complete the NCDOT UAS – Flight Operation Approval Form and submit it to the Engineer for approval. All UAS operations shall be approved by the Engineer prior to beginning the operations.

All contractors or subcontractors operating UAS shall have UAS specific general liability insurance to cover all operations under this contract.

The use of UAS is at the Contractor’s discretion. No measurement or payment will be made for the use of UAS. In the event that the Town directs the Contractor to utilize UAS, payment will be in accordance with Article 104-7 Extra Work.

Davie County Town of Bermuda Run R-1

ROADWAY

SCOPE OF WORK:

This contract is for milling and resurfacing of various roads in the Town of Bermuda Run. The Contractor shall furnish all labor and materials for the project in accordance with the NCDOT 2024 Standard Specifications and/or Special Provisions herein.

NOTES TO CONTRACTOR:

1. The Contractor, after being awarded the contract, shall notify the Town and Engineer a minimum of four weeks prior to mobilization. A pre-construction meeting will be scheduled by the contractor with the Town, at a mutually determined time and location, prior to mobilization.

2. Once mobilized and commencing work, the contractor shall work in a continuous manner until all resurfacing maps are completed.

3. On any map, the final surface layer must be placed within 5 days of any milled joints, profile milling, etc. If the contractor fails to adhere to this requirement, all work on all maps may be suspended as directed by the Engineer. The contractor shall install the minimum of a 3’ paper joint for 1.5” maps for all milled joints. On maps that exceed 1.5”, the contractor shall install a minimum of 6’ paper joint for all milled joints.

4. Contractor shall safe up any manhole or water valve, etc. by placing asphalt 2 ft. around the manhole or water valve on milled maps or as directed by the Engineer. This work will be incidental to the contract.

5. All pavement markings are to be replaced in existing locations.

6. The Town may extend distances on existing roads (maps) or add maps to the contract in accordance with available funding, using the awarded bid prices, while the Contractor is still mobilized and working on the project. Additional resurfacing work will be mutually agreed upon by the Contractor and will be adjacent to or in the proximity of existing maps.

7. The Contractor may be required to use a Portable Changeable Message Sign (CMS) to provide traffic information and notification of road closures. Payment for any CMS will be made as lump sum

“Temporary Traffic Control” Item #4457000000-N.

8. Map 10 – Orchard Park Drive shall be resurfaced last. The resurfacing distance may be altered to accommodate available funding.

CONSTRUCTION SEQUENCE:

(7-1-95) (Rev. 8-21-12) 560 SP1 R34R

Pave each section of roadway in a continuous operation. Do not begin work on another section of roadway unless satisfactory progress is being made toward completion of intersections and all other required incidental work by satisfactorily furnishing additional paving equipment and personnel, except for milling and patching operations.

Davie County Town of Bermuda Run R-2

PRICE ADJUSTMENT - ASPHALT BINDER FOR PLANT MIX:

(11-21-00)(Rev. 1-16-24) 620 SP6 R25

Price adjustments for asphalt binder for plant mix will be made in accordance with Section 620 of the Standard Specifications.

The base price index for asphalt binder for plant mix is $ 568.13 per ton.

This base price index represents an average of F.O.B. selling prices of asphalt binder at supplier's terminals on July 1, 2025.

FINAL SURFACE TESTING NOT REQUIRED:

(5-18-04) (Rev. 2-16-16) 610 SP6 R45

Final surface testing is not required on this project in accordance with Section 610-13, Final Surface Testing and Acceptance.

PATCHING EXISTING PAVEMENT:

(1-15-02) (Rev. 1-16-24) 610 SP6 R88R

Description

The Contractor's attention is directed to the fact that there are areas of existing pavement on this project that will require repair prior to resurfacing. Patch the areas that, in the opinion of the Engineer, need repairing. The areas to be patched will be delineated by the Engineer prior to the Contractor performing repairs. Maps requiring 2.0 inch depth milling will be milled first and then patched. The Contractor will be required to use a milling machine suitable for performing a minimum patch of 4 ft in width when patching on all maps.

Materials

The patching consists of Asphalt Concrete Base Course, Asphalt Concrete Intermediate Course, Asphalt Concrete Surface Course, or a combination of base, intermediate and surface course.

Construction Methods

Remove existing pavement at locations directed by the Engineer in accordance with Section 250 of the NCDOT Standard Specifications.

Davie County Town of Bermuda Run R-3

Place Asphalt Concrete Intermediate Course, in lifts not exceeding 4.0 inches. Utilize compaction equipment suitable for compacting patches as small as 3.5 feet by 6 feet on each lift. Use an approved compaction pattern to achieve proper compaction. If patched pavement is to be open to traffic for more than 48 hours prior to overlay, use Asphalt Surface Course in the top 1.5 inches of the patch.

Schedule operations so that all areas where pavement has been removed will be repaired on the same day of the pavement removal and all lanes of traffic restored.

Measurement and Payment

Patching Existing Pavement will be measured and paid as the actual number of tons of asphalt plant mix complete in place that has been used to make completed and accepted repairs. The asphalt plant mixed material will be measured by being weighed in trucks on certified platform scales or other certified weighing devices. The above price and payment will be full compensation for all work covered by this provision, including but not limited to removal and disposal of all types of pavement; furnishing and applying tack coat; furnishing, placing, and compacting of asphalt plant mix; and furnishing scales.

Furnishing asphalt binder will be paid as provided in Article 620-4 for Asphalt Binder for Plant Mix for each grade required.

Payment will be made under:

Pay Item Pay Unit Patching Existing Pavement Ton

ADJUSTMENT OF MANHOLES, METER BOXES, AND VALVE BOXES:

(7-1-95)(Rev. 1-16-24) 858 SP8 R97R

The Contractor's attention is directed to Article 858-3 of the Standard Specifications. Cast iron or steel fittings will not be permitted for the adjustment of manholes, meter boxes, and valve boxes on this project.

Davie County Town of Bermuda Run R-4

STANDARD SPECIAL PROVISION

ERRATA

(1-16-24) Z-4

Revise the 2024 Standard Specifications as follows:

Division 3

Page 3-5, Article 305-2 MATERIALS, after line 16, replace " 1032-3(A)(7)” with “1032-3” and add the item “Galvanized Corrugated Steel Pipe” with Section “1032-3”.

Page 3-6, Article 310-2 MATERIALS, after line 9, add the item “Galvanized Corrugated Steel Pipe” with Section “1032-3”.

Division 9

Page 9-17, Article 904-4 MEASUREMENT AND PAYMENT, prior to line 1, replace " Sign Erection, Relocate Type (Ground Mounted)” with “Sign Erection, Relocate Type ___ (Ground Mounted)”.

Division 10

Page 10-51, Article 1024-4 WATER, prior to line 1, delete the “unpopulated blank row” in Table 1024-2 between “Time of set, deviation from control” and “Chloride Ion Content, Max.”.

Page 10-170, Subarticle 1081-1(C) Requirements, line 4, replace "maximum” with “minimum”.

Division 11

Page 11-15, Article 1160-4 MEASUREMENT AND PAYMENT, line 24, replace “Where barrier units are moved more than one” with “Where barrier units are moved more than once”.

Division 15

Page 15-10, Article 1515-4 MEASUREMENT AND PAYMENT, lines 11, replace " All piping” with “All labor, the manhole, other materials, excavation, backfilling, piping”.

Division 16

Page 16-14, Article 1633-5 MEASUREMENT AND PAYMENT, line 20-24 and prior to line 25, delete and replace with the following " Flocculant will be measured and paid in accordance with Article 1642-5 applied to the temporary rock silt checks.”

Page 16-3, Article 1609-2 MATERIALS, after line 26, replace "Type 4” with “Type 4a”.

Page 16-25, Article 1644-2 MATERIALS, after line 22, replace "Type 4” with “Type 4a”.

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Town of Bermuda Run TC

WORK ZONE TRAFFIC CONTROL GENERAL REQUIREMENTS

TEMPORARY TRAFFIC CONTROL (TTC):

(7-16-13) (Rev. 12-08-20) (02-18-21) (Rev. 11-13-23) RWZ-1

Maintain traffic in accordance with Divisions 10, 11 and 12 of the NCDOT Standard Specifications and the following provisions:

Install Work Zone Advance Warning Signs in accordance with the detail drawing provided in these plans prior to beginning any other work. Use a lane closure or slow moving operation to complete the work, as necessary, unless otherwise indicated. Refer to Standard Drawing No. 1101.02, 1101.11, 1110.01, 1110.02, 1130.01, 1135.01 and 1180.01 of the Roadway Standard Drawings.

Use a moving operation only if the minimum speed maintained at all times is 3 mph with no stops that narrow or close a lane of travel. If the moving operation is progressing slower than 3 mph at any time, install a lane closure. Maintain the existing traffic pattern at all times, except in the immediate work zone where lane closures are allowed as determined by the Engineer. If applicable, maintain existing pedestrian facilities in accordance with Pedestrian Accommodation at Curb

Ramp Work Locations, found elsewhere in this Contract.

Refer to attached details and Standard Drawing No. 1101.02, 1101.03, 1101.04, 1101.05, 1101.11, 1110.01, 1110.02, 1115.01, 1130.01, 1135.01, 1145.01, 1150.01, 1165.01, and 1180.01 of the Roadway Standard Drawings when closing a lane of travel in a stationary work zone such as pavement patching, resurfacing, curb ramp work, or pavement marking removal. Properly ballasted cones and skinny drums may be used instead of drums. However, drums are required for the upstream taper portion of lane closures in all applications. The stationary work zone shall be a maximum of 1 mile in length at any given time on 2 Lane, 2 Way facilities unless otherwise approved by the Engineer. A pilot vehicle operation may be used in conjunction with flaggers and the appropriate pilot vehicle warning signing as directed by the Engineer. During periods of construction inactivity, return the traffic pattern to the existing alignment and remove or cover any work zone signs. When covering work zone signs, use an opaque material that prevents reading of the sign at night by a driver using high beam headlights. Use material which does not damage the sign sheeting. Replace any obliterated markings as required by other sections of the Standard Specifications and the Engineer.

When personnel and/or equipment are working on the shoulder adjacent to and within 5 feet of an open travel lane, close the nearest open travel lane using Standard Drawing No. 1101.02 of the

Roadway Standard Drawings. When personnel and/or equipment are working within a lane of travel of an undivided facility, close the lane according to the traffic control plans, Roadway

Standard Drawings or as directed by the Engineer. Conduct the work so that all personnel and/or equipment remain within the closed travel lane. Do not work simultaneously, on both sides of an open travel way, within the same location, on a two-lane, two-way road. Perform work only when weather and visibility conditions allow safe operations as directed by the Engineer.

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When utilizing a slow-moving operation for such items as pavement marking and marker placement, the operation shall consist of the vehicles and devices as shown on Roadway Standard

Drawing No. 1101.02, Sheet 14 or 15, of the Roadway Standard Drawings. Traffic cones may be used when necessary to provide additional protection of wet pavement markings. Ballast all traffic cones so they will not be blown over by traffic.

PAVING OPERATIONS:

Paving Lift Requirements and Time Limitations:

For paving lifts of 2 inches or less, bring all newly resurfaced lanes to the same station and elevation within 72 hours. If not brought up to the same station and elevation within 72 hours, the

Contractor shall place portable UNEVEN PAVEMENT signs in advance of the uneven pavement and spaced every 1/2 mile along the section of uneven pavement. Once mitigated, all portable

UNEVEN PAVEMENT signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included as part of the

Temporary Traffic Control contract pay item.

For paving lifts greater than 2 inches, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below.

Failure to comply with the following requirements will result in a suspension of all other operations until all lanes of traffic are brought to the same station and elevation:

1. During paving operations, any paving lift greater than 2 inches for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1 inch vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3 inches.

2. At the end of the work day, the Contractor shall place portable UNEVEN PAVEMENT signs in advance of the uneven pavement and spaced every 1/2 mile along the section of uneven pavement. Once mitigated, all portable UNEVEN PAVEMENT signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included as part of the Temporary Traffic Control contract pay item.

3. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes place on the project.

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PROJECT REQUIREMENTS:

Failure to comply with the following requirements will result in a suspension of all other operations:

1. Before working on ANY MAP, the Contractor shall submit a written construction sequence for traffic control and construction lighting for ALL MAPS to the Engineer at the first pre-construction meeting and the sequence must be approved before closing a lane of traffic. If applicable, the Contractor shall also submit a description of how pedestrian access will be maintained during any curb ramp work. Refer to Pedestrian Accommodation at Curb Ramp

Work Locations, found elsewhere in this Contract, for pedestrian maintenance requirements.

2. The temporary use of portable concrete barrier and the need for any long-term temporary traffic patterns are not anticipated and are not covered by this provision. If the Engineer determines there is a need, then coordinate with the Town of Bermuda Run and the Engineer.

3. Obtain written approval of the Engineer before working in more than one location or setting up additional lane closures. The maximum length of any one lane closure is 1 mile unless otherwise directed by the Engineer.

4. If Lane Closure Restrictions apply, see Intermediate Contract Times and Liquidated

Damages special provision.

5. Contractor shall mill and pave lanes in an order such that water shall not accumulate.

6. Traffic Control for the milling and/or paving of ramps is to be done according to Standard

Drawing No 1101.02, Sheets 10 & 11, unless otherwise approved to be closed by the

Engineer. If approved, Contractor will provide plans and devices for the detour according to Standard Drawing No 1101.02, Sheets 12 & 13, at no additional cost to the Town.

7. If milled areas are not paved back within 72 hours, the Contractor is to furnish and install portable signs to warn drivers of the conditions. These are to include, but not limited to

ROUGH ROAD (W8-8), UNEVEN LANES (W8-11), and GROOVED PAVEMENT (W8-

15) w/ Motorcycle Plaque mounted below. These are to be dual indicated on Multi- Lane

Roadways with speed limits of 45 mph and greater where lateral clearance can be obtained within the median areas. These portable signs are incidental to the other items of work included as part of the Temporary Traffic Control contract pay item.

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WORK ZONE SIGNING:

Install advance/general warning work zone signs according to the Detail Drawing provided in these plans prior to beginning of work. Install and maintain signing in accordance with the attached drawings and Divisions 11 and 12 of the Standard Specifications.

Installation

All stationary Advance/General warning work zone signs require notification to existing Utility owners per Article 105-8 of the Standard Specifications within 3 to 12 full working days prior to installation.

Install Advance/General warning work zone signs before beginning work on a particular map. If signs are installed more than 7 calendar days prior to the beginning of work on a particular map, cover the signs until the work begins. Install each work zone Advance/General warning sign separately and not on the same post or stand with any other sign except where an advisory speed plate or directional arrow is used.

All stationary signing is to be installed as shown on the detail drawing(s) unless otherwise directed by the Engineer. The signs as shown on the detail drawing(s) are all that are required for a contractor to begin a resurfacing contract. Any additional signs requested by the Engineer shall be installed within 7 business days of the start of contract work. All sign locations are to be verified by the Engineer prior to installation. Once the signs have been installed and accepted, any sign relocations requested by the Department will be compensated in accordance with Article 104-7.

Any additional signs other than the ones shown in the drawing will be compensated in accordance with Article 104-7.

No stationary -Y- Line advance warning signage is required unless there is more than 1,000 feet of resurfacing along the –Y- line. Whenever work proceeds through an intersection, portable signs shall be used for traffic control. There will be no direct compensation for any portable signing.

If there is a period of construction inactivity longer than 14 calendar days, remove or cover advance/general warning work zone signs. Uncover advance/general warning work zone signs no more than 7 calendar days before work resumes. All other operations may be suspended upon failure to comply with the above requirements. Such suspended operations would not be resumed until the above requirements are fulfilled.

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Sign Removal

Once Maps on the Project are substantially complete, it is acceptable practice to remove the

Stationary Work Zone Signs in lieu of waiting until all of the Maps are completed on the Project.

A Map is substantially complete when the resurfacing operations are finished and the shoulders are brought up to the same elevation as the proposed pavement and when pavement markings

(paint) are installed along the centerline and edge lines. The final pavement markings (ex.

Thermoplastic/Polyurea) or pavement markers (Raised/Snowplowable) do not have to be installed for Maps to be considered substantially complete. Final pavement marking/markers are installed with portable signing according to Roadway Standard Drawing 1101.02, Sheets 14 &

15. Any remaining punch list items requiring traffic control are compensated as part of the

Temporary Traffic Control contract pay item.

Stationary Work Zone Sign removal is a condition of final project acceptance.

(A) Lane Closure Work Zone Signs

Install any required lane closure signing needed during the life of the project in accordance with

Standard Drawing No. 1101.02, 1101.11 and 1110.02 of the Roadway Standard Drawings. Any required portable signs for lane closures are compensated as part of the Temporary Traffic Control contract pay item.

MEASUREMENT AND PAYMENT:

Temporary traffic control work, including, but not limited to installation and removal of portable signs, cones, drums, skinny drums, flaggers, AFAD’s, portable traffic signals, changeable message boards, truck mounted attenuators, flashing arrow boards, and pilot vehicles for the sole purpose of maintaining vehicular traffic will be paid at the contract lump sum price for Temporary Traffic

Control.

The Temporary Traffic Control pay item does not include work zone advance or general warning signs.

Partial payments for Temporary Traffic Control will be made as follows: The cumulative total of the lump sum price for temporary traffic control will be equal to the percent complete (project) as calculated for each partial pay estimate. Additional flashing arrow boards and message boards beyond those shown in the contract, detail drawings or Roadway Standard Drawings required by the Engineer will be paid as extra work in accordance with Article 104-7 of the Standard

Specifications.

The work of satisfactorily installing and removing work zone advance and/or general warning

- 6 signs, including, but not limited to, furnishing, locating, installing, covering, uncovering and removing stationary signs will be measured for each required sign and paid at the contract price for Work Zone Advance/General Warning Signing (SF). Payment for Work Zone Advance/General

Warning Signing will be limited to a maximum of 90% of the total installed quantity. The remaining 10% will be paid once all signs have been removed.

The Lump Sum price for Temporary Traffic Control will include the work of 4 flaggers per operation per map being utilized at the same time on any day. If a pilot vehicle is used for an operation, the Lump Sum Price for Temporary Traffic Control will include the work of five (5) flaggers. The operator of a pilot vehicle will be considered one of the five flaggers.

Any additional flagging beyond the included amount covered in the Temporary Traffic Control pay item will be considered supplemental flagging and compensated at a rate of $35.00 per hour for each additional flagger as approved by the Engineer. The minimum measurement for each additional flagger will be 4 hours, even if the actual additional flagger hours are less than 4 hours.

Payment will be made under:

Pay Item Pay Unit Temporary Traffic Control Lump Sum

Work Zone Advance/General Warning Signing Square Foot

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RESURFACING OPERATIONS:

(7-15-14) (11-13-23) RWZ-2

Coordinate the installation of items required by the contract documents and resurfacing operations such that these operations are completed in the order as agreed upon with the Engineer at the first pre-construction meeting. Refer to the Provisions, Typicals and Details unless otherwise directed by the Engineer.

Notify the Engineer 48 hours before resurfacing the areas of existing pavement that require patching. Patch these areas before resurfacing occurs. Allow full depth asphalt patching to cool to the point of supporting traffic without displacement or rutting before reopening closed lanes.

Coordinate the resurfacing operations of the patched areas with the Engineer.

The following options are available during Resurfacing and milling operations on two- way, two-lane facilities when the entire roadway or entire lane is to be milled:

(A) Mill a single lane and pave back by the end of each workday.

(B) Mill the entire width of roadway and pave back within 72 hours.

The following options are available during Resurfacing and milling operations on multi- lane facilities when all lanes or a single lane in one direction are to be milled:

(A) Mill a single lane and pave back by the end of each work day.

(B) Mill the entire width of pavement for all lanes to be milled in any direction daily and pave back within 72 hours.

Slope the pavement at the beginning and end of the daily milling operation as directed by the Engineer. Sweep and remove all milled material from the roadway as soon as the daily milling operation is completed. Continue milling operations until the section of roadway being milled is complete. Remove any existing pavement adjacent to the milled area that has been damaged and replace it with patch material as directed by the Engineer.

Operate equipment and conduct operations in the same direction as the flow of traffic. Maintain vehicular access in accordance with Section 1101-05 of the Standard Specifications using suitable backfill material approved by the Engineer.

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PAVEMENT MARKINGS AND MARKERS:

(7-15-14) (11-13-23) RWZ-3

Markings: All Facilities

Pavement markings shall be installed in accordance with Standard Drawings 1205.01 through

1205.15 of the Roadway Standard Drawings and Section 1205 of the Standard Specifications with the exception of the following changes underlined in Table 1205-1 in Subarticle 1205-3(D):

(D) Time Limitations for Replacement

TABLE 1205-1

TIME LIMITATIONS FOR

REPLACEMENT

Facility Type Marking Type Replacement Deadline

Full-control-of-access multi-lane roadway (4 or more total lanes) and ramps, including Interstates

All markings

By the end of each workday's operation if the lane is opened to traffic

Multi-lane roadways

(3 or more lanes) and ramps

Center Line, Lane Line, Railroad symbols, Stop bars, school symbols and crosswalk markings

By the end of each workday's operation if the lane is opened to traffic (temporary paint with beads may be used)

Edge Lines, gore lines and all other symbols

By the end of the 3rd calendar day after obliteration

Two-lane, two-way roadways

All centerline markings, railroad, Stop bars, school symbols and crosswalk markings

By the end of the 5th calendar day after obliteration

Edge Lines and all other symbols

By the end of the 30th calendar day after obliteration

Prior to placing pavement marking material on concrete surfaces that are diamond ground, use an acceptable method to grind ridges smooth only where pavement marking will be installed.

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Type 3 Cold Applied Plastic may be used in lieu of Type 2 Cold Applied Plastic. If Type 3 Cold Applied Plastic is used, it shall be paid for using the Type 2 Cold Applied Plastic pay item.

Unless otherwise specified, Heated-in-Place Thermoplastic may be used in lieu of Extruded Thermoplastic for stop bars, symbols, characters and diagonals. If Heated-in-Place Thermoplastic is used, it shall be paid for using the Extruded Thermoplastic pay item.

Unless otherwise specified, Heated-in-Place Thermoplastic may be used in lieu of Cold Applied Plastic for stop bars, symbols, characters and diagonals on asphalt or concrete roadways. If Heated-in-Place Thermoplastic is used, it shall be paid for using the Cold Applied Plastic pay item.

Markers: All Facilities

Remove existing pavement markers in preparation for paving. Repair any pavement damage due to existing pavement marker removal prior to the end of the work day. Dispose of existing pavement markers as directed by the Engineer. No direct payment will be made for this work as it will be incidental to the paving operation.

Install permanent pavement markers within 60 calendar days after completing the resurfacing on each map. Pavement markers shall be installed in accordance with Standard Drawing 1205.12 and Standard Drawings 1250.01 through 1253.01 of the Roadway Standard Drawings and Sections 1250 through 1253 of the Standard Specifications.

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CONSTRUCTION MATERIALS MANAGEMENT:

(3-19-19) (rev. 04-24-19)

The requirements set forth shall be adhered to in order to meet the applicable materials handling requirements of the NCG010000 permit. Structural controls installed to manage construction materials stored or used on site shall be shown on the E&SC Plan. Requirements for handling materials on construction sites shall be as follows:

Equipment Fluids

Fuels, lubricants, coolants, and hydraulic fluids, and other petroleum products shall be handled and disposed of in a manner so as not to enter surface or ground waters and in accordance with applicable state and federal regulations. Equipment used on the site must be operated and maintained properly to prevent discharge of fluids. Equipment, vehicle, and other wash waters shall not be discharged into E&SC basins or other E&SC devices. Alternative controls should be provided such that there is no discharge of soaps, solvents, or detergents.

Waste Materials

Construction materials and land clearing waste shall be disposed of in accordance with North Carolina General Statutes, Chapter 130A, Article 9 - Solid Waste Management, and rules governing the disposal of solid waste (15A NCAC 13B). Areas dedicated for managing construction material and land clearing waste shall be at least 50 feet away from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. Paint and other liquid construction material waste shall not be dumped into storm drains. Paint and other liquid construction waste washouts should be located at least 50 away from storm drain inlets unless there is no alternative. Other options are to install lined washouts or use portable, removable bags or bins. Hazardous or toxic waste shall be managed in accordance with the federal Resource Conservation and Recovery Act (RCRA) and NC Hazardous Waste Rules at 15A NCAC, Subchapter 13A. Litter and sanitary waste shall be managed in a manner to prevent it from entering jurisdictional waters and shall be disposed of offsite.

Herbicide, Pesticide, and Rodenticides

Herbicide, pesticide, and rodenticides shall be stored and applied in accordance with the Federal Insecticide, Fungicide, and Rodenticide Act, North Carolina Pesticide Law of 1971 and labeling restrictions.

Concrete Materials

Concrete materials onsite, including excess concrete, must be controlled and managed to avoid contact with surface waters, wetlands or buffers. No concrete or cement slurry shall be discharged from the site. (Note that discharges from onsite concrete plants require coverage under a separate NPDES permit – NCG140000.) Concrete wash water shall be managed in accordance with the Concrete Washout Structure provision. Concrete slurry shall be managed and disposed of in accordance with NCDOT DGS and HOS DCAR Distribution of Class A Residuals Statewide (Permit No. WQ0035749). Any hardened concrete residue will be disposed of, or recycled on site, in accordance with state solid waste regulations.

Earthen Material Stock Piles

Earthen material stock piles shall be located at least 50 feet away from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available.

Measurement and Payment

Conditions set within the Construction Materials Management provision are incidental to the project for which no direct compensation will be made.

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Town of Bermuda Run EC

Project Special Provisions Erosion Control

Stabilization Requirements:

(4-30-2019)(Rev. 1-21-25)

Stabilization for this project shall comply with the time frame guidelines as specified by the NCG-010000 general construction permit issued by the North Carolina Department of Environmental Quality Division of Energy, Mineral and Land Resources. Temporary or permanent ground cover stabilization shall occur within the following time frames from the last land-disturbing activity:

Stabilize perimeter dikes, swales, ditches, and perimeter slopes within 7 calendar days.

Stabilize high quality water (HQW) zones within 7 calendar days.

Stabilize slopes steeper than 3:1 within 7 calendar days.

o If slopes are 10 feet or less in length and are not steeper than 2:1, 14 calendar days are allowed.

Stabilize slopes 3:1 to 4:1 within 14 calendar days.

o 7 calendar days for slopes greater than 50 feet in length and with slopes steeper than 4:1.

o 7 calendar days for perimeter dikes, swales, ditches, perimeter slopes, and HQW

Zones.

Stabilize areas with slopes flatter than 4:1 within 14 calendar days.

o 7 calendar days for perimeter dikes, swales, ditches, perimeter slopes, and HQW Zones.

The stabilization timeframe for High Quality Water (HQW) Zones shall be 7 calendar days with no exceptions for slope grades or lengths. High Quality Water Zones (HQW) Zones are defined by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent ground cover stabilization shall be achieved in accordance with the provisions in this contract and as directed.

SEEDING AND MULCHING: (West)

The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall be determined. All rates are in pounds per acre.

Shoulder and Median Areas

August 1 - June 1 May 1 - September 1 20# Kentucky Bluegrass 20# Kentucky Bluegrass 75# Hard Fescue 75# Hard Fescue 25# Rye Grain 10# German or Browntop

Millet 500# Fertilizer 500# Fertilizer

Davie County Town of Bermuda Run EC

4000# Limestone 4000# Limestone

Areas Beyond the Mowing Pattern, Waste and Borrow Areas:

August 1 - June 1 May 1 - September 1 100# Tall Fescue 100# Tall Fescue 15# Kentucky Bluegrass 15# Kentucky Bluegrass 30# Hard Fescue 30# Hard Fescue 25# Rye Grain 10# German or Browntop

Millet 500# Fertilizer 500# Fertilizer 4000# Limestone 4000# Limestone

Approved Tall Fescue Cultivars

06 Dust Escalade Kalahari Serengeti 2nd

Millennium Essential Kitty Hawk

Shelby

3rd Millennium Evergreen 2 Legitimate Shenandoah III Avenger Faith Lexington Shenandoah

Elite Bar Fa Falcon IV LifeGuard Sheridan Barlexas Falson NG LSD Sidewinder Barlexas II Falcon V Magellan Signia Barrera Fat Cat Masterpiece Silver Hawk Barrington Fesnova Millennium

SRP

Skyline

Barrobusto Fidelity Monet Solara Barvado Finelawn Elite Mustang 4 Southern Choice

II

Biltmore Finelawn

Xpress Naturally Green

Speedway

Bingo Finesse II Ninja 2 Spyder LS Bizem Firebird Ol’ Glory Sunset Gold Black Tail Firecracker LS Padre Taccoa Blackwatch Firenza Patagonia Tahoe II Blade Runner

II

Five Point Pedigree Talladega

Bonsai Focus Picasso Tanzania Braveheart Forte Piedmont Temple Bravo Garrison Plantation Terrano Bullseye Gazelle II Proseeds 5301 Thor Cannavaro GLX Aced Prospect Thunderstruck Catalyst Gold Medallion Quest Titanium LS Cayenne Grande 3 RainDance Titan LTD Cezanne RZ Greenbrooks Raptor II Tracer Chipper Greenkeeper Rebel IV Traverse SRP Cochise IV Gremlin Rebel Exeda Trio

Constitution Greystone Rebel Sentry Tulsa Time Corgi Guardian 21 Regenerate Turbo Corona Guardian 41 Regiment II Turbo RZ Coyote Hemi Rembrandt Tuxedo Cumberland Honky Tonk Rendition Ultimate Darlington Hot Rod Reunion Umbrella DaVinci Hunter Rhambler 2

SRP

Van Gogh

Desire Inferno…