B08_Solicitation_Attach_1.pdf

ASPHALT PAVING 32-12-16

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MINUTEMAN MISSILE NATIONAL

HISTORIC SITE

24545 COTTONWOOD ROAD, PHILIP, SOUTH DAKOTA 57567

Micro Surface Three Parking Lots

PMIS 323197

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

03/16/2026

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TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 - Division 01 Short Form General Requirements

DIVISION 32 EXTERIOR IMPROVEMENTS

Section 409 Micro Surfacing Section 32 17 23 Pavement Markings

SITE PLAN – APPENDIX A

PHOTOGRAPHS – APPENDIX B

DRAWINGS – APPENDIX C

SUBMITTAL LIST – APPENDIX D

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SECTION 01 10 00

DIVISION 1 SHORT FORM GENERAL REQUIREMENTS

PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background: Minuteman Missile National Historic Site’s asphalt paving at the park’s visitor center was applied in 2016, Delta-01 Visitor Parking in 2018 and Delta-09 Visitor Parking in 2018. Federal Highways skipped a Pavement Preservation Treatment in 2021 of these sites.

1.2 Work Covered by the Contract Documents:

1. Project Location: Minuteman Missile National Historic Site, 24545 Cottonwood Road, Philip, South Dakota, 57567. At the following locations:

Visitor Center Parking Lot Delta-01 Visitor Parking Lot and Delta-09 Visitor Parking Lot.

A. Work consists of: Crack Sealing approximately 4,267 linear feet of cracks, micro surfacing approximately 124,383 square feet of asphalt pavement, and repainting approximately 3,391 feet of pavement markings in the Visitor Center Parking Lot, Delta-01 Visitor Parking Lot and Delta-09 Visitor Parking Lot.

B. All work will be performed under a single contract.

C. Period of performance: Work shall be completed within 30 calendar days of the start date provided on the Notice to Proceed.

a. Clarification: The Notice to Proceed will be issued with a period of performance that is all inclusive of supply lead times, material deliveries, decommissioning, installation, anticipated average weather days for location, final commissioning, and acceptance of completed work. The contractor will be expected to provide a project schedule with adequate critical path details to ensure all work is completed within the stated calendar days from issuance of the Notice to Proceed. If weather impacts project beyond typical average weather patterns, contractor shall provide documentation in request for additional days.

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1.3 Existing Condition Protections:

A. Preservation of Historical and Archeological Fabric:

i. The Historic and Archeological Data Preservation Act of 1974 provides for the preservation of historical and archeological data that might otherwise be lost as the result of alterations to the terrain caused by a federal or federally licensed activity or program.

ii. IF, in connection with operations under this contract, the Contractor, subcontractors, or employees of any of them, discovers, encounters or becomes aware of any possible historical or archeological remains or data, objects or sites of cultural value on the project area, such as historical ruins, graves or grave markers, fossils, or artifacts not specifically noted within the contract. The Contractor shall immediately suspend all operations in the vicinity and continue work in other areas outside a 50-foot radius of discovery and notify the Contracting Officer immediately.

When safe to do so, follow up in writing with photographs within 2 days, giving the location and nature of the findings. No objects of cultural resource value may be removed. Contracting Officer will contact other entities as required.

iii. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance and/or changes in the work. If such delays and/or changes are ordered, the time of performance and contract price shall be adjusted in accordance with Changes clause.

iv. The Contractor will be responsible for protecting the cultural resources within and adjacent to the project area from damage. In addition, the Contractor will be liable for all damage to the cultural resources caused by their actions or the actions of their agents or representatives. The Contractor shall immediately notify the Contracting Officer or their representative if any damage occurs to any cultural resource and immediately suspend work in the area in which damage has occurred until authorized to proceed.

v. The Contractor agrees to include this language within all subcontracts.

B. The structure involved in the work of this Contract is a designated historic structure listed in the National Register of Historic Places. Every

Page | 5 precaution shall be taken by the Contractor to prevent damage to existing historical materials, structural components of the building and to the surrounding area. Should any damage be incurred as a result of the Contractor’s operations at the site, it shall be repaired, or the damaged materials replaced in kind by the Contractor to the satisfaction of the Contracting Officer at no additional expense to the Government.

C. Protection of Landscaping and Surrounding Structures: All Ground Disturbance at this project shall have oversite by an Owner provided Archeologist. Coordinate schedules as required. The Contractor shall take all necessary measures to provide protection for all trees, fencing, walks and other landscape features and surrounding structures near the work site as noted with the contract. Any such surrounding features damaged, scarred or broken as a result of the Contractor’s operations at the site outside of agreed upon documented extents, shall be treated, repaired or replaced in kind to the satisfaction of the Contracting Officer at no additional expense to the Government.

ITEM 2 – PROTECTING EXISTING UTILITIES

2.1 Protecting Existing Utilities: Notify Contracting Officer (CO), Contracting Officer’s

Representative (COR) and utility companies as required to request location services prior to and to coordinate any excavation/digging operations, and/or for demolition if within Scope of Work.

2.2 Contractor shall be responsible for locating and preventing damage to known utilities on site or indoors. If contractor damage occurs, alert CO and COR as soon as safely possible, and repair utility at no additional expense to the Government. If damage occurs to an unknown utility, contact CO and COR as soon as safely possible.

2.3 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by

Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated below:

A. Notify CO and COR not less than two business days in advance of proposed utility interruptions.

B. Hours for Utility Shutdowns: Shutdowns shall not exceed 2 to 3 hours.

Temporary

Page | 6 provisions will be needed by the Contractor for periods longer than stated allowance or if required for critical systems as determined by COR.

ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent. Superintendent's Compendium - Minuteman Missile National Historic Site (U.S. National Park Service) A. Communications: Contractor shall provide the Contracting Officer and COR with methods of communications including land and/or cell phone numbers (note some areas of work have limited service coverage), email and in case of emergency 24-hour contact options for duration of time operations.

B. No signs or advertisements (except those specified herein and as required for safety) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

C. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.

D. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public.

3.2 On-site work hours: Work shall be generally performed during normal business working hours of 8 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the CO and COR. Submit requests for work outside of the stated normal business hours to the CO and COR for approval at least 48 hours in advance of the work.

The following Federal holidays are observed by the National Park Service:

New Year’s Day Inauguration Day Martin Luther King, Jr’s Birthday Washington’s Birthday Memorial Day Juneteenth National Independence Day Independence Day https://www.nps.gov/mimi/learn/management/superintendents_compendium.htm https://www.nps.gov/mimi/learn/management/superintendents_compendium.htm

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Labor Day Columbus Day Veterans Day Thanksgiving Day Christmas Day

• Note: Any of the above holidays falling on a Saturday will be observed on the preceding Friday; holidays falling on Sunday will be observed on the following Monday. The specific day that each holiday is recognized for each year can be found at the following site: Federal Holidays (opm.gov).

3.3 Contractor Use of Site:

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to construction area as shown on site plan.

Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Driveways and Entrances: Keep driveways, access roads, and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize use of driveways and entrances.

C. Do Not disturb site outside of noted disturbance area, including earthwork, and clearing of vegetation, to:

1. 2 feet

Contractor shall provide appropriate matts for equipment on turf areas to reduce soil compaction. Contractor shall remediate soil compaction as directed to do so by the CO/COR.

D. Utilities

1. General: Cost or use charges for temporary facilities shall be included in the Contract Sum as required.

2. Water Service: Water from existing water system <<is/is not>> available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022

Page | 8 operations without any additional permit costs. Use resources wisely and minimize waste of water.

3. Electric Power Service: Electric power from existing system <<is/is not>> available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations without any additional permit costs. Power may or may not meet your construction power tool requirements, provide generators if questionable. Use power in a resourceful manner and avoid excess power waste.

4. Sanitary Operations:

a. Provide portable toilet – Contact Lurz Plumbing, Philip, South Dakota –

605-859-2204

E. Security and Protection facilities:

1. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with state and federal environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

2. Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project Area, all equipment is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure-washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area. Equipment shall be considered free of soil, seeds, and other debris when a visual inspection does not disclose such material. Disassembly of equipment components or specialized inspection tools are not required.

3. Tree and Plant Protection: All vehicles must stay on paved surfaces.

4. Pest Control: Follow best practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at project completion. Perform control operations lawfully, using environmentally safe materials.

5. Temporary Enclosures: NA

6. Hot Work Permit: NA

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3.4 Storage - Staging Areas:

A. Confine Storage of materials and equipment to the project staging area noted on the plans/aerial. Specific storage units shall be provided by the contractor and exact location within staging area shown by COR will be discussed at the preconstruction briefing. All storage units provided by the contractor shall be in a clean and acceptable condition to the COR. Security of the materials and equipment on site is the Contractor’s responsibility.

3.5 Preservation of Natural Features: N/A

3.6 Hauling Restrictions: Contractor shall verify and be responsible for the path accessing the site and obtaining / maintaining all local, state and federal permits/licenses associated with hauling/road requirements and dumping of materials associated with the project.

3.7 Waste Removal, Recycling, and General Housekeeping:

A. Keep project site in a neat, orderly, and safe condition at all times.

1. Contractor is responsible for providing dumpsters for waste and recycling and for removing all waste created by the project. Contractor shall recycle to the highest degree possible and empty dumpsters as necessary to avoid debris on site. Coordinate with COR for approved dumpster locations prior to commencing construction.

2. Dispose of waste materials and recycling legally outside the park. The contractor shall not use park dumpsters.

3. Address Recycling: Government goal is to salvage and recycle as much nonhazardous construction waste as possible. Use sustainable methods to the extent possible during this project, recycling material as much as possible within local means. Maintain accurate documentary records for submittal of all recycled materials used including fly ash and slag cement.

4. For all waste and recycling removals offsite, contractors shall provide estimates and/or tickets to quantify material weights and report back to the park, submit to COR for review and record filing.

3.8 Occupancy Requirements for Buildings:

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A. Existing Buildings:

1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.

B. New /Existing Buildings Unoccupied:

1. Contractor shall be responsible for and protect the entire facility and construction site from notice to proceed through final acceptance.

3.9 Photo Documentation:

A. Contractor must provide existing condition, progress, and completion photos.

All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photo as needed. Shall be in JPEG digital form and submitted preferably electronically by email or optional via CD-R Archival Gold or DVD-R Archival Gold media with printed labels and 8 mega pixels minimum within 7 days from time of taken or as approved by COR.

B. Existing Condition Images:

1. Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic. Include existing items to remain or be salvaged from different vantage points and with context for location identification.

C. Construction Progress Images:

1. Document all sub-surface work/ trenches etc. prior to backfill with photos covering enough overall field view to show location and then zoom in for details. (Locations and dimensions shall also be noted on as built drawing set.)

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.

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D. Completion Images:

1. Document all completed work within scope of work.

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.

3.10 Fire and Life Safety:

A. As a minimum, conduct one weekly 15 minute "toolbox" safety meetings.

These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the CO and COR within one day after the meeting and document the meetings on the daily reports.

B. Comply with the requirements of NFPA 241 (Standard for Safeguarding

Construction, Alteration, and Demolition Operations). Take all necessary precautions to prevent fire during construction. Provide adequate ventilation during use of volatile or noxious substances.

C. Store and handle hazardous materials in accordance with manufacturers and

OSHA 29CFR1926 Subpart D requirements 1926 | Occupational Safety and Health Administration (osha.gov). Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

1. Immediately report all spills of hazardous materials to the CO, COR, and park.

2. Maintain a spill emergency response kit.

3. Train employees how to respond to a spill and use the emergency response kit.

3.11 Noise and Acoustics Management

A. Contractor shall not have personal radios or other media sources and they shall not be broadcast within NPS property.

B. Noise Control: Perform operations to minimize noise. Perform noise-producing work in less sensitive hours of the day or week as directed by the Contracting Officer or COR.

C. Repetitive and/or intermittent, high-level noise: Permitted only during Daytime.

https://www.osha.gov/laws-regs/regulations/standardnumber/1926 https://www.osha.gov/laws-regs/regulations/standardnumber/1926

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a) Do not exceed the following dB(A) limitations at 50 feet:

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract. Contractor shall coordinate and incorporate long lead and delivery time items within the schedule.

ITEM 5 - EXAMINATION OF THE SITE

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids. Contractors will be accountable for understanding existing conditions. No cost changes for items visible during site visit will be allowed.

ITEM 6 - ABBREVIATIONS

6.1 The list of abbreviations, standards and organizations which may be used in/referred within the Construction Specifications or Special Provisions, may be found linked from the listed page below. On the home page, follow the link under “Contracting and Procurement” labeled “NPS Reference Standards.”

https://www.nps.gov/orgs/1671/do-business-with-us.htm

ITEM 7 - ACCIDENT PREVENTION

7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention program (APP) and providing a safe environment for all personnel and visitors.

7.2 Submittals:

A. Accident Prevention (Safety) Plan (APP): Submit a site-specific accident prevention (safety) plan. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

1. Name and qualifications of responsible supervisor to carry out the program.

2. First aid and rescue procedures.

3. Training, both initial and continuing.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection https://www.nps.gov/orgs/1671/do-business-with-us.htm

Page | 13 and safety of the public, National Park Service personnel, and Contractor's employees. Identify the work included under each phase, with a Job Hazard Analysis (JHA)/Job Safety Analysis (JSA), etc. A sample JHA template may be provided upon request.

5. Planning for possible emergency situations, such as cave-ins, earthquake, explosions, fires, floods, power outages, slides, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

6. Contractor to identify nearest location of medical facility for emergencies

7. Recognition that works will be performed in remote areas with limited communication or cell phone coverage if applicable.

8. Supplemental hazard specific plans may be required IAW 29 CFR 1926 or

1910.

B. Meeting and Inspection Reports: Safety Meetings: As a minimum, conduct 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite. Submit a report of safety meetings and inspections to CO and COR within one day after the meeting and document the meetings on the daily reports.

7.3 Qualification of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment.

Provide operating instructions for all equipment.

B. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

7.4 Accident Reporting: The Contractor shall report all accidents to the CO and COR as soon as safely possible and assist the CO and COR and other officials as required in the investigation of the accident.

7.5 First Aid Facilities: Provide access to facilities for the number of employees and appropriate to the hazards associated with the types of ongoing construction work at the site.

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7.6 Emergency Instructions: Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

7.7 Personal Protective Equipment (PPE): It is the Contractor's responsibility to require all those working on or visiting the site to always wear necessary protective equipment.

A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to OSHA 29CFR 1926 Subpart E.

B. A hard hat use area shall be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

C. All PPE will always be serviceable. At a minimum, maintain 2 sets of PPE including hard hats and all other Accident Prevention Plan required equipment.

7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, functioning within the park to properly clean up, mitigate and remediate, if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state, and local regulations, and as outlined within the operator's Safety or Hazardous Materials Business Plan.

A. If a spill, leak, or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the local 911 Emergency Response, COR and or the National Park Service Emergency Dispatch.

ITEM 8 - PRECONSTRUCTION CONFERENCE

8.1 If the Contracting Officer decides to conduct a preconstruction conference, the successful offeror will be notified and will be required to attend. The Contracting Officer’s notification will include specific details regarding the date, time, and location of the conference, any need for attendance by subcontractors, and information regarding the items to be discussed. See Item 9.1C below.

ITEM 9 - SUBMITTALS

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9.1 General Contracting Submittal Procedures:

A. General: Prepare and submit submittals required by individual Technical Specification Sections. Types of submittals are indicated in individual specific sections.

1. CM-16 Transmittal Form: All submittals shall be transmitted via electronic email using National Park Service form CM-16 form. The form will be provided by the Contracting Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Submit completed CM-16 forms to the CO and the COR

B. Submittal List: administrative required submittals are listed below in 9.1.C and does not include technical section submittal requirements included in each technical section.

C. Preconstruction Conference Submittal: Satisfactory evidence of liability insurance coverage and workman’s compensation, and any applicable bonds, must be submitted within 10 calendar days of Notice of Award. The following items are to be submitted prior to the Preconstruction Conference or as specified at the CO’s discretion. The timeline for the documents to be submitted will be addressed at the pre-construction conference for those items that were not received and approved prior. Notice to Proceed may not be issued, and the Contracting Officer will consider other contractual remedies if not resolved as directed. Work shall not commence until written Notice to Proceed has been issued. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference:

1. Letter designating Project Superintendent.

2. Construction Schedule. (Must include shop drawings, procurement time including long lead time items, mobilization, trade work progression and completion at minimum.)

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention (Safety) Plan (see section 7 of this document).

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).

7. Quality Control Plan.

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8. Waste Management Plan.

9. List of Construction Permits. Include the following information for each permit: Required

a. Name of Permit.

b. The Agency(ies) with Jurisdiction issuing the permit.

c. Information required from the Government to complete the permit application.

9.2 Project Submittal Process (Shop Drawings, Product Data, and Samples):

Contracting Officer will provide sample cover sheet and a list of required submittals is included in each technical specification or attached at the end of this document.

A. Shop Drawings: Indicate all coordinating materials and work impacting the installation coordination, connection details, anchorage requirements, hardware locations, and installation details and locations.

1. Submit Shop Drawings according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and two full size hardcopy documents to COR.

B. Product Data: Provide component construction and specification data sheets, anchorage requirements and any other product specific data.

1. Submit Product Data according to Part 9.1 of this section to include one digital file (.PDF or .TIF) to COR.

C. Samples: Submit 2 color samples 4” x 6” minimum in size for all product color selections. Paint samples shall be actual paint finish drawdown for all project colors.

1. Submit Samples CM-16 Transmittal Form according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and physical samples of actual material to COR.

D. For submittals specified above, forward submittals to Contracting Officer and

COR at least 15 days before need for approval (depends on length of project).

E. After approving submittals, Contracting Officer and/or COR will return one copy to the Contractor. If submittals are not approved, Contracting Officer will

Page | 17 return all copies to Contractor with reasons for rejection. Resubmit, identifying changes. Any work done before approval shall be at Contractor's own risk.

9.3 Approved Equals: All brand names noted are subject to ‘or equal’ products. If an item in this solicitation is identified as “brand name or equal” or lists more than 1 manufacturer, the description of the proposed item must reflect the characteristics and level of quality that will satisfy the Government’s needs as demonstrated by the salient physical, functional, or performance characteristics that “equal” products must meet and/or exceed that as specified in the solicitation or relevant specification. Contractor shall incorporate and be responsible for all collateral costs due or equal proposed as required to provide a complete project.

A. For each item proposed as an “approved equal,” submit supporting data, including:

1. Drawings and samples as appropriate.

2. Comparison of the characteristics of the proposed item with that specified and with the salient characteristics provided.

3. Changes required in other elements of the work because of the substitution.

4. Name, address, and telephone number of vendor.

5. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service and state source of replacement materials.

B. A request for approval constitutes a representation of the General Contractor:

1. Has investigated and shall provide documentation in request showing that the proposed item is equal or superior in all respects to the salient characteristics specified.

2. Will meet or exceed warranties for the proposed item specified.

3. Has determined that the proposed item is compatible with interfacing items.

4. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

5. Waives all claims for additional expenses that may be incurred as a result of the substitution.

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C. Approved Equals will be evaluated and approved/disapproved during the submittal process.

9.4 Schedule of Values: Submit the Schedule of Values a minimum of one week prior to the Preconstruction Conference for COR review. Schedule of Values shall include defined work line items with cost breakdowns including labor, material, and equipment for COR approval.

9.5 Progress Reporting: The initial Construction Schedule and Schedule of Values are required a minimum of one week prior to the Preconstruction Conference.

After the Notice to Proceed is issued and after on-site work begins, progress will be documented via daily logs and by providing an updated Construction Schedule and Schedule of Values when requested, but minimally with each pay application. Submit digital copy electronically (PDF preferred) of all required documents. Construction Schedules are normally in bar chart form and indicate estimated starting and completion dates for each part of the work. For a pay application to be reviewed and processed in a timely manner, the following information must either be submitted prior to or accompany submission of the pay application:

A. Daily/weekly progress reports during construction as part of the administration process.

B. Updated Schedule of Values: Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The Schedule of Values will form the basis for payment.

The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. A sample Schedule of Values format may be provided upon request.

ITEM 10 – TEMPORARY SERVICES

10.1 It is the Contractor’s responsibility to provide temporary services, equipment, tools, and skilled labor as required for the chosen means and methods to perform the work in accomplishing this Contract.

ITEM 11 - PROJECT CLOSEOUT

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11.1 Description: The work of this section consists of final cleanup, closeout submittals, final inspection procedures working toward Final Acceptance.

11.2 Cleaning: Remove all tools, equipment, surplus materials, and rubbish. Move attic stock to location coordinated with COR. At time of final inspection, project shall be thoroughly clean and ready for intended use. Inspector holds the right to reschedule if project is not ready for inspection.

11.3 Completion and Final Inspection: Contractor shall submit written certification of project completion and request a final inspection to the Contracting Officer and COR. The Contracting Officer or designee will make an inspection within 10 days of receipt of request or at a mutually agreeable time.

A. If the work is determined to be complete following the final inspection with minor comments, the COR will prepare and provide the Contractor a Punch List noting outstanding items to be addressed.

B. If the work is not determined to be complete following the final inspection, the Contracting Officer will notify Contractor in writing, stating reasons.

Contractor, after completing the work according to the Contract Documents, shall resubmit completion and request a new final inspection. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

C. Contractor shall complete the Punch List within 30 calendar days, or a time directed by the CO.

D. Once Contractor completes all items of work on the Punch List and all contractually required items are accepted, Contracting Officer will issue Letter of Final Acceptance of Work and request the final pay application.

E. If the Contractor fails to complete the work within the time frame, the

Contracting Officer may correct the work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with the Inspection of Construction contract clause.

F. Disposition of any permits and warranties required by the specifications in this section.

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11.4 Final Acceptance of the Work: After all punch list deficiencies have been corrected, a Letter of Final Acceptance will be issued. A Release of Claims document must be executed and submitted to the Contracting Officer before final payment can occur.

11.5 Warranties

A. Construction Warranty shall be based on date of final acceptance of the work and remain in effect for one year.

B. Provide all manufacturer warranty information of products installed organized by Division. All contact information, extent of coverage and conditions shall be clearly noted as well as date of overall final acceptance.

C. Information shall include operation and maintenance manuals for each warranted product.

ITEM 12 - DEFINITION OF CONTRACT LINE ITEMS

12.1 Summary

A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cut off points where one item ends, and another begins.

B. If no contract line item exists for a portion of the work, include the costs in a related item.

END OF SECTION

Seal Parking Lot Surfaces

MIMI—323197 409—1

SECTION 409—MICRO SURFACING

DESCRIPTION

409.01 This work consists of applying a polymer-modified micro surfacing mix on a pavement surface.

REFERENCES

409.02 Standards specified herein:

A. International Slurry Surfacing Association (ISSA) A143, Recommended Performance Guidelines for Micro Surfacing

B. AASHTO M 17, Standard Specification for Mineral Filler for Asphalt Mixtures

C. AASHTO T 11, Standard Method of Test for Materials Finer than 75-µm (No. 200) Sieve in Mineral Aggregates by Washing

D. AASHTO T 27, Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates

E. AASHTO T 59, Section 7; Standard Method of Test for Emulsified Asphalts

F. AASHTO T 96, Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angelas Machine

G. AASHTO T 104, Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate

H. AASHTO T 176, Standard Method of Test for Plastic Fines in Graded Aggregates in Soils by Use of the Sand Equivalent Test

MIMI—323197 409—2

SUBMITTALS

409.03 Contract submittals:

A. Site Superintendent’s Résumé (see 409.05)

B. Production Certification (see 409.06)

C. Job Mix Formula (see 409.06)

D. Equipment Calibration Results (see 409.10)

E. Joint Sealant (see 409.08)

MATERIAL

409.04 Material Standards

A. Micro surfacing aggregate. Conform to ISSA A143 and the following:

1. Gradation

Sieve Size

Percent by Mass Passing Designated Sieve

(AASHTO T 27 & T 11)

Grading Designation

Type II ⅜ in 100 No. 4 90 to 100 No. 8 65 to 90 No. 16 45 to 70 No. 30 30 to 50 No. 50 18 to 30 No. 100 10 to 21 No. 200 5.0 to 15.0

2. Los Angeles abrasion, AASHTO T 96, Grading D 30% max.

3. Sand equivalent AASHTO T 176, 65 min.

MIMI—323197 409—3

Alternate Method No. 2, Reference Method

4. Soundness of aggregate using sodium sulfate 15% loss max.

fine, AASHTO T 104 (5 cycles)

B. Mineral filler. Contractor shall Conform to AASHTO M 17.

C. Polymer-modified emulsified asphalt for micro surfacing. Conform to ISSA A143, except use AASHTO T 59, Section 7, Emulsified Asphalt Residue by Evaporation to determine percent residue.

D. Water for construction. Provide water for earthwork, pavement courses, dust control, and incidental construction that is free of substances detrimental to the work.

E. Industry Standards. Use prevailing industry standards in the absence of contract requirements or tolerances.

CONSTRUCTION REQUIREMENTS

409.05 Qualifications. At least 14 days before starting micro surfacing work, submit a résumé for the site superintendent describing experience on at least five micro surfacing projects of similar complexity for approval.

409.06 Job-Mix Formula (JMF). Do not incorporate material or the Job Mix Formula requiring submittal into the work until approved.

Submit a written JMF for micro surfacing which complies with ISSA A143, Recommended Performance Guidelines for Micro Surfacing for approval at least 14 days before production. Include the following:

A. Aggregate gradation values. Percent passing for each sieve size for the aggregate blend;

B. Emulsified asphalt content. Residual asphalt content, as a percent by mass of dry aggregate;

C. Polymer-modifier. Type and quantity of polymer-modifier solids based on the residual asphalt content;

D. Polymer-modified emulsified asphalt

MIMI—323197 409—4

1. Production certification. A production certification is a supplier’s certification that the material has been produced to a specific standard and is accompanied by test data performed within the past 12 months and other information as described below to support that the material complies with the contract.

Submit a production certification from the manufacturer for each shipment of material.

Include the following:

a. Date and place of manufacture;

b. Lot number or other means of cross-referencing to the manufacturer’s inspection and testing system; and

c. Substantiating evidence that the material conforms to the contract as required by FAR 46.105(a)(4), including the following:

i. Test results on material from the same lot and documentation of the inspection and testing system;

ii. A statement from the manufacturer that the material complies with the contract;

and

iii. Manufacturer’s signature or other means of demonstrating accountability for the certification.

E. Proposed application rate. Use ISSA A143 for guidance.

F. Performance Record. If JMF has been used on similar, recent (within 2 years) projects and has a proven performance record, provide performance documentation.

409.07 Equipment

A. Mixing and proportioning equipment. Conform to ISSA A143.

B. Spreading equipment. Conform to ISSA A143.

C. Secondary strike-off. Conform to ISSA A143.

D. Sweeper. Provide a sweeper conforming to the following:

1. Self-propelled;

MIMI—323197 409—5

2. (2) Vertical broom pressure control; and

3. Vacuum capability.

E. Pneumatic-tire rollers. Provide rollers conforming to the following:

1. Self-propelled;

2. 10-ton gross mass with a tire pressure of 50 pounds per square inch; and

3. Water-spray system.

F. Auxiliary equipment. Provide hand squeegees, shovels, and other equipment necessary to perform the work. Provide power brooms, air compressors, water flushing equipment, and hand brooms to clean the pavement surface.

G. Other equipment of proven performance may be used in addition to or instead of this equipment if approved.

409.08 Surface Preparation.

A. Route and seal cracks identified by the COR

1. Routing and sealing shall be done in accordance with SD DOT Standard Specifications for

Roads and Bridges (10/1/2025), section 350

2. Crack sealant shall be Type IV meeting the requirements of SD DOT Standard Specifications for Roads and Bridges (10/1/2025), section 871

B. Clean the existing surface of loose material, dirt, and other deleterious material before placing the fog seal.

C. Remove or protect raised pavement markers.

D. Remove pavement markings, reflectorized tape, and other material that interferes with the work.

E. Protect service entrances (such as manholes, valve boxes, and drop inlets). Protect concrete work, rock walls, and other objects adjacent to the work.

https://dot.sd.gov/media/035a1wt1/2025-sddot-specbook-final.pdf https://dot.sd.gov/media/035a1wt1/2025-sddot-specbook-final.pdf https://dot.sd.gov/media/035a1wt1/2025-sddot-specbook-final.pdf https://dot.sd.gov/media/035a1wt1/2025-sddot-specbook-final.pdf

MIMI—323197 409—6

409.09 Weather Limitations. Apply only when the following apply:

A. Ambient air temperature is above 45 °F;

B. Surface temperature in the shade is above 45 °F;

C. Weather is not foggy or overcast; and

D. Precipitation or temperatures below 32 °F are not anticipated for at least 24 hours after application.

409.10 Calibration. Calibrate mixing equipment according to ISSA A143. Submit calibration results before starting production.

409.11 Production Start-Up Procedures.

A. Project meeting. Conduct a pre-surfacing preparatory meeting according at least 3 days before the start of surfacing operations.

B.

1. Pre-surfacing preparatory meeting.

a. Before starting each section of work, hold a preparatory meeting. Include the project superintendent, work foreperson, CO, COR, testers, and appropriate subcontractors.

Discuss the following:

i. Contract requirements for the work including, but not limited to, schedule, and control strip;

ii. Process and equipment for constructing the work; and

iii. Plan for inspection, process control, testing, and reporting the work.

b. Review and coordinate submittals, plans, drawings, and permits (if necessary).

c. Verify the capabilities of equipment, material, and personnel. Provide training as necessary.

MIMI—323197 409—7

d. Establish a detailed testing schedule based on the production schedule.

e. Report the required preparatory testing, calibration, and inspection results.

f. Explain procedures to be followed if defective work is identified.

g. Describe the plan for staging, disposal, and storage areas.

h. Provide a brief operational work plan including, but not limited to, the locations, crews, equipment, and proposed methods to complete the work.

C. Control strip. On the first day of placement, construct one 300-foot-long control strip, one lane wide. Construct control strip on the project at an approved location. Construct the control strip using material, lay-down, and rolling procedures intended for the entire project. Start the control strip at the proposed application rate. Adjust the application rate for the surface conditions, if needed.

1. Cease production after construction of the control strip until the material and the control strip are evaluated and accepted. Repeat the control strip process until an acceptable control strip is produced.

2. Acceptable control strips may remain in place and will be accepted as a part of the completed surface treatment. Correct rejected control strips.

D. Use these start-up procedures if changing construction procedures, if resuming production after a termination of production due to unsatisfactory quality, or the starting of a new construction season.

409.12 Application.

A. Fog the surface with water in front of the spreader.

B. Blend the additives with the aggregate. Pre-wet the aggregate in the pugmill before mixing with the polymer-modified emulsified asphalt.

C. Mix the surfacing material for no more than 4 minutes. Ensure the mix is of uniform consistency as it leaves the mixer and conforms to the approved JMF. Apply micro surfacing material at the application rate determined from the control strip. Adjust mineral filler and

MIMI—323197 409—8

polymer-modified emulsified asphalt content during construction if approved to adjust for variations in field conditions.

D. Clean the spreader box before the start of each work shift.

E. Carry sufficient mix in the spreader to completely cover the surface. Spread the mix with a spreader box. In areas not accessible to the spreader, use hand squeegees to provide uniform coverage and match the finish of spreader.

F. Remove streaks and transverse ripples as defined by ISSA A143 from the finished surface.

G. Provide straight lines along curbs and shoulders and do not allow runoff onto these areas.

Provide straight and neat starting and ending joints by masking surfaces. Mask surfaces to provide straight and neat longitudinal or transverse joints at required locations (such as intersections and irregular shaped areas).

H. For transverse joints, use a butt joint. Use building paper placed over previously placed micro surfacing or other suitable methods to avoid double placement of micro surfacing. Remove ridges or bumps in the finished surface.

I. For longitudinal joints, place joints on lane lines. Use half passes and odd-width passes only in turnouts and parking areas. Do not use half passes for the last pass in paved areas. Overlap longitudinal joints no more than 3 inches. Limit the elevation difference at joints to less than ¼ inch.

J. Start rolling after the mixture has cured to the point where it will not pick up on the roller tires. Roll parking areas and turnouts with at least two full-coverage passes with the roller.

Rolling the mainline roadway is not required.

K. Allow treated areas to cure before opening to traffic. Cure is complete when clear water can be pressed out of the placed mix with a white piece of paper without discoloring the paper. Do not allow traffic in parking areas or pullouts for at least 48 hours after completing application.

L. Remove and dispose of material spills, hazardous materials, and associated debris at the end of each shift according to specification section 01 10 00 Division 01 Short Form General Requirements.

M. Two weeks to one month after completion of micro surfacing application and before placing permanent pavement markings, sweep the entire treated surface. Dispose of swept material according to specification 01 10 00 Division 01 Short Form General Requirements.

MIMI—323197 409—9

End of Section

PAVMENT MARKING 32-17-23

SECTION 321723

PAVEMENT MARKINGS

PART 4 - GENERAL

4.1 SCOPE OF WORK

A. Project Location: Minuteman Missile National Historic Site Visitor Center Parking Lot, Delta-01 Visitor Parking Lot, Delta-09 Visitor Parking Lot.

B. Work consists of the following: Reapplication of traffic control lines (pavement markings), after the application of pavement slurry sealing operations. Pavement markings that need painted are 3,009 feet of white, 4-inch lines, 345 feet of yellow, 4-inch lines, 198 feet of white, 12-inch lines, 7 ADA Disabled Parking Area

– white symbol with 9 square foot blue square.

4.2 SUMMARY

A. Section Includes:

1. Painted markings applied to asphalt paving.

2. Painted markings applied to concrete surfaces.

4.3 PREINSTALLATION MEETINGS

A. Pre-installation Conference: Conduct conference at Project site.

1. Review methods and procedures related to marking asphalt paving or concrete surfaces including, but not limited to, the following:

a. Asphalt-paving or concrete-surface aging period before application of pavement markings.

b. Review requirements for protecting pavement markings, including restriction of traffic during installation period.

4.4 ACTION SUBMITTALS

A. Product Data: Include technical data and tested physical and performance properties. Include MPI Approved Products List for each product category specified, with the proposed product highlighted.

1. Pavement-marking paint, latex.

B. Assurance/Control:

1. Certificates: Manufacturer certificate that Products meet or exceed specified requirements.

2. Test Reports: Safety Data Sheets (SDS) for each paint type specified.

4.5 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of Federal, State, and local restrictions for pavement-marking work.

B. Comply with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) where applicable.

4.6 FIELD CONDITIONS

A. Environmental Limitations: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F for alkyd materials and 55 deg F for water-based materials, and not exceeding 95 deg F.

PART 5 - PRODUCTS

5.1 MANUFACTURERS

A. Source Limitations: Obtain pavement-marking paints from single source from single manufacturer.

5.2 PERFORMANCE REQUIREMENTS

A. Accessibility Standard: Comply with applicable provisions in the 2015 ABA Standards. https://www.access-board.gov/attachments/article/1029/ABAstandards.pdf

5.3 PAVEMENT-MARKING PAINT

A. Pavement-Marking Paint, Latex: MPI #97, latex traffic-marking paint.

1. Color: White, Yellow and Blue as indicated.

PART 6 - EXECUTION

6.1 EXAMINATION

A. Verify that pavement-marking substrate is dry and in suitable condition to begin pavement marking in accordance with manufacturer's written instructions.

B. Proceed with pavement marking only after unsatisfactory conditions have been corrected.

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