Specifications_for_W912ES19T0022.pdf

SOLICITATION NO. W912ES19T0022

OPERATION AND MAINTENANCE

RED RIVER OF THE NORTH RIVER BASIN

BALDHILL DAM

SPECIFICATIONS

FOR

EGGERTS LANDING – 2019 PAVEMENT

REPAIRS

APRIL 2019

US Army Corps of Engineers St. Paul District

EGGERTS LANDING - 2019 PAVEMENT REPAIR ASHPAVE2019

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 13 GENERAL

01 14 00.00 13 WORK RESTRICTIONS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 50 02.00 13 TEMPORARY CONSTRUCTION FACILITIES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 17.00 13 BITUMINOUS SURFACE RECONDITIONING

32 12 36.00 13 BITUMINOUS SEAL COAT

32 17 24.00 10 PAVEMENT MARKINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

1.1 ORGANIZATION OF SPECIFICATIONS

1.2 REFERENCES

1.3 USE OF REFERENCES

1.4 SAFETY

1.5 ENVIRONMENTAL CONSIDERATIONS

PART 2 PRODUCTS (not used)

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

3.1.1 Disposal in a locally operated sanitary landfill

3.1.2 Disposal of Solid Construction Debris and Waste

3.2 SCHEDULING

3.2.1 General

3.2.2 Notification

3.3 OTHER CONTRACTS

3.3.1 List other contracts

3.4 Other Work

-- End of Section Table of Contents --

SECTION 01 00 00.00 13 Page 1 W912ES19T0022

SECTION 01 00 00.00 13

GENERAL

PART 1 GENERAL

Eggerts Landing 2019 Pavement Repair will consist of seal coating, crack repair and pavement markings as shown and specified.

1.1 ORGANIZATION OF SPECIFICATIONS

The specifications which govern the materials and equipment to be furnished and the work to be performed under this contract are listed in the Table of Contents. No attempt has been made in the specifications to segregate work to be performed by any trade, craft, or subcontractor. Any segregation between the trades or crafts shall be solely a matter for agreement between the Contractor, Contractor's employees, and subcontractors.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 USE OF REFERENCES

Reference to the standards, specifications, or codes of any technical society, organization, or association, or local, State, or Federal authority shall mean the specific edition or revision listed.

Various publications are referenced in other sections of the specifications to establish requirements for the work. Any referenced publication is to be used solely for technical requirements. Measurement and payment and any other matters respecting the administration of this contract shall be governed by the terms of this contract without considering any referenced publication. These references are identified in each section by document number, date and title. The addresses, phone numbers, and Internet addresses (if available) for references cited in these specifications are listed in the Unified Facilities Guide Specification: UFGS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS. The UFGS 01 42 00 is available on the TECHINFO page of the Corps of Engineers Huntsville District Internet site:

http://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/.

1.4 SAFETY

The Contractor shall follow the applicable requirements of EM 385-1-1 Safety and Health Requirements Manual.

1.5 ENVIRONMENTAL CONSIDERATIONS

The Contractor shall minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the

SECTION 01 00 00.00 13 Page 2 W912ES19T0022 limits of permanent work shall be protected during the duration of this contract. The Contractor shall comply with any Federal, State, or Local environmental laws and regulations.

PART 2 PRODUCTS (not used)

PART 3 EXECUTION

3.1 DISPOSAL OF DEBRIS AND WASTE

The Contractor's attention is directed to the following CONTRACT CLAUSES:

52.236-7 PERMITS AND RESPONSIBILITIES; 52.236-9 PROTECTION OF EXISTING

VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS; 52.236-10

OPERATIONS AND STORAGE AREAS; and 52.236-12 CLEANING UP. Burning will not be permitted at the project site and debris or waste shall not be left on the site. Disposal of debris and waste shall be by one of the following methods:

3.1.1 Disposal in a locally operated sanitary landfill

Contractor shall select the disposal site with the approval of the Contracting Officer. The Contractor shall secure the required permits for disposal and provide copies of the permit to the Contracting Officer.

3.1.2 Disposal of Solid Construction Debris and Waste

Disposal of Solid Construction Debris and Waste shall consist of removal from the construction site and disposal in compliance with Federal, State, and local requirements for solid waste disposal. Contractor shall select the disposal site with the approval of the Contracting Officer.

3.2 SCHEDULING

3.2.1 General

It shall be the responsibility of the Contractor to schedule and execute the work, incorporating the necessary requirements set forth in these specifications. The Contractor shall develop and submit a schedule in accordance with CONTRACT CLAUSE: 52.236-15 SCHEDULES FOR CONSTRUCTION

CONTRACTS.

3.2.2 Notification

The Contractor shall inform the Government in writing, at the pre-construction conference, as to which hours of the day and days of the week for which work will be performed. The Contractor shall notify the Government at least 24 hours before work is to be conducted on overtime, in multiple shifts, on weekends, or on Federal government holidays.

3.3 OTHER CONTRACTS

There may be other on-going contracts and work in the area of this project. The Contractor shall coordinate their work with the other Contractors to prevent delays to this project and interferences with those contracts. The Contractor shall expect minor delays and rescheduling due to these other contracts and work. Coordination shall be through the Contracting Officer. The other contracts and work in the area of this project are listed below. These contracts will be considered in accordance to CONTRACT CLAUSE: 52.236-8 OTHER CONTRACTS.

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3.3.1 List other contracts

There are existing park maintenance service contracts that will be in effect for mowing, site maintenance, and garbage pick-up. In addition, there is an existing contract W912ES18C0004 - Baldhill Dam Pavement Repairs which will be under way at multiple locations in the area during 2019.

3.4 Other Work

The Contractor shall contact the other local units of government for work they may have going on in the area and coordinate work and schedules to prevent any delays in this contract.

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.00 13

WORK RESTRICTIONS

05/2012

PART 1 GENERAL

1.1 SUBMITTALS

1.2 GROUNDS AND ROADWAYS

1.2.1 Roadways

1.2.2 Parking

1.3 BLASTING

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 EXISTING UTILITIES

3.1.1 Buried Utilities

3.1.2 North Dakota One Call Excavation Notice System

3.2 CONTRACTOR DISPOSAL AREAS

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SECTION 01 14 00.00 13

WORK RESTRICTIONS

05/2012

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals witha "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Disposal Areas; G

Provide a list of all disposal areas to be used.

1.2 GROUNDS AND ROADWAYS

1.2.1 Roadways

Contractor to maintain access to all sites during construction. Coordinate with Rich Schueneman at (701) 845-2970 to coordinate temporary or partial closures of the boat ramp and parking area.

1.2.2 Parking

Contractor parking will be permitted only in the area(s) shown, including the Contractor's staging area. No parking will be allowed on the grass.

Contractor parking shall be coordinated with the Government.

1.3 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 EXISTING UTILITIES

3.1.1 Buried Utilities

The approximate locations of known existing buried utilities are shown on the drawings to the extent of available information at the time the drawings were prepared. Prior to commencing excavation, the Contractor shall accurately locate all such installations. In the event the Contractor damages any existing utility lines, report thereof shall be made immediately to the Contracting Officer. Repair of damaged utilities shall be in accordance with CLAUSE 52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS.

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3.1.2 North Dakota One Call Excavation Notice System

For contract work performed within the State of North Dakota, the Contractor shall meet the requirements of North Dakota Century Code, Chapter 49-23 "One-Call Excavation Notice System." The North Dakota One Call notification center telephone numbers are:

Hotline 800-795-0555

3.2 CONTRACTOR DISPOSAL AREAS

All demolition material and excess construction material shall become the property of the Contractor and shall be removed from the project work area and disposed of in accordance to all local, State and Federal requirements. All disposal areas are subject to approval by the Contracting Officer.

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

12/11

PART 1 GENERAL

1.1 COMPENSATION

1.2 APPROVAL OF MATERIALS OR ALTERNATES

1.3 MEASUREMENT UNITS

1.4 JOB PAYMENT ITEMS

1.4.1 Payment Bonds

1.4.1.1 Payment

1.4.1.2 Unit of Measurement

1.4.2 Pavement Markings

1.4.2.1 Payment

1.4.2.2 Unit of Measure

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Crack Repair - Type 1

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Seal Coating

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

12/11

PART 1 GENERAL

1.1 COMPENSATION

The payment provided for in the contract shall constitute full compensation for furnishing all materials and for performing all work under the contract in a complete and acceptable manner. The contract work shall include providing plant, equipment, tools, supplies, labor, supervision, incidental materials, quality control, environmental protection, meeting safety requirements, and performing all work required for which separate payment is not otherwise provided. Compensation for all work shown, specified, or essential to completion of the project (whether or not the specific material or operation is indicated) shall be included in the bid price. The payment provided for in the contract includes compensation for all risk, loss, damage, and expense arising out of the nature of the work or its prosecution, subject to conditions of the contract. Payment for each contract line item will constitute full compensation for furnishing the materials and constructing the work complete in place as specified.

1.2 APPROVAL OF MATERIALS OR ALTERNATES

Requests for approval of materials and products, or substitutes thereof, will not be considered prior to award of the contract.

1.3 MEASUREMENT UNITS

When materials are measured in units other than the measurement units specified as the basis of payment, the measured quantities shall be converted to the specified unit of measure. Factors for conversions from one basis or unit of measurement to another shall be approved by the Contracting Officer.

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BID SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for performing all work required for which separate payment is not otherwise provided.

1.4.1 Payment Bonds

1.4.1.1 Payment

Payment will be made for payment bonds required by this contract in accordance with FAR 52.232-5.

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1.4.1.2 Unit of Measurement

Unit of measure: job.

1.4.2 Pavement Markings

1.4.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for the Pavement Markings as shown and specified.

1.4.2.2 Unit of Measure

Unit of measure: job.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BID SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.5.1 Crack Repair - Type 1

1.5.1.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for Crack Repair - Type 1 as shown and specified. Crack Repair around building foundation shall be paid for under this item.

1.5.1.2 Measurement

Crack Repair - Type 1 shall be measured for payment by the lineal foot of type 1 cracks repaired as specified.

1.5.1.3 Unit of Measure

Unit of measure: lineal foot.

1.5.2 Seal Coating

1.5.2.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for the application of Seal Coating as shown and specified. Work shall include, but is not limited to bituminous material, aggregate, sweeping, and disposal of swept aggregate.

1.5.2.2 Measurement

Seal Coating shall be measured for payment by the square yard of seal coating acceptably placed within the tolerances specified.

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1.5.2.3 Unit of Measure

Unit of measure: square yard.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

10/2006

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

1.2 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved

1.2.2 Information Only

1.3 APPROVED SUBMITTALS

1.4 DISAPPROVED SUBMITTALS

1.5 WITHHOLDING OF PAYMENT

1.6 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

3.2 SUBMITTAL REGISTER

3.3 TRANSMITTAL FORM (ENG FORM 4025)

3.4 SUBMITTAL PROCEDURE

3.4.1 Submittal Copies

3.4.2 Schedule

3.4.3 Government Review Time

3.4.4 Shop Drawings

3.4.5 Warranties

3.4.6 Deviations

3.5 CONTROL OF SUBMITTALS

3.6 GOVERNMENT APPROVED SUBMITTALS

3.7 INFORMATION ONLY SUBMITTALS

3.8 STAMPS

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SECTION 01 33 00

SUBMITTAL PROCEDURES

10/2006

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

Submittals required are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

SD-03 Product Data

SD-06 Test Reports

SD-07 Certificates

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 Government Approved

Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause 52.236-21 entitled "Specifications and Drawings for Construction," government approved submittals are considered to be "shop drawings."

1.2.2 Information Only

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.3 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

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1.4 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause 52.243-4 "Changes" shall be given promptly to the Contracting Officer.

1.5 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.6 MEASUREMENT AND PAYMENT

The work of this section will not be measured for payment. The Contractor shall be responsible for the work of this section, without any direct compensation being made other than the payment received for contract items.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) Manager and each item shall be stamped, signed, and dated by the CQC Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed in accordance with manufacturer's Material Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

3.2 SUBMITTAL REGISTER

At the end of this section is a sample Submittal Register, showing items of equipment and materials for which submittals are required by the specifications. This list may not be all inclusive and additional submittals may be required.

SECTION 01 33 00 Page 3 W912ES19T0022

3.3 TRANSMITTAL FORM (ENG FORM 4025)

A sample transmittal form (ENG Form 4025) is attached to this section, however the ENG Form 4025 shall be produced using RMS and shall be used for submitting both Government approved and information only submittals.

3.4 SUBMITTAL PROCEDURE

3.4.1 Submittal Copies

The Contractor shall submit 1 hardcopy and 1 electronic copy of each submittal (both government approved and for information only), unless otherwise indicated. Each transmittal shall address submittal items from only one specification section. Transmittals returned for resubmission shall be resubmitted in their entirety. When approved by the Contracting Officer, routine test reports and delivery tickets may be submitted with daily quality control reports in place of following submittal procedures under this section.

3.4.2 Schedule

Shop drawings shall be submitted with ample time to secure Government approval prior to the time the items covered thereby are to be delivered to the site. Additional time should be allowed for possible resubmittal.

Materials fabricated or delivered without Government approval of the shop drawing will be subject to rejection. All submittals shall be made prior to commencement of applicable work, and allow adequate time for government review acceptable to the Contracting Officer.

3.4.3 Government Review Time

Unless otherwise noted elsewhere, the Government is allowed 14 days upon receipt to review a submittal. This applies to all submittals and resubmittals. Typically the actual review time is much shorter.

3.4.4 Shop Drawings

Shop drawings shall be reproductions on high quality paper with clear legible print. Drawings shall generally be bordered a minimum of one inch and trimmed to neat lines. Shop drawing quality will be subject to approval. Each shop drawing, including catalog data, shall be identified with a title block including the name of the Contractor, contract number, name and location of project, and name of the item of work or structure to which the shop drawing applies. Catalog data, including specifications and full descriptive matter, may be submitted as shop drawings. Catalog data must be supplemented as necessary to include all pertinent data to verify conformance to the contract documents. When catalog data includes non applicable data, the applicable data shall be clearly indicated.

3.4.5 Warranties

Any items that are submitted for review or approval of the Contracting Officer should include a copy of the manufacturer's standard warranty if one is available.

3.4.6 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The

SECTION 01 33 00 Page 4 W912ES19T0022

Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.5 CONTROL OF SUBMITTALS

The Contractor shall carefully control its procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

3.6 GOVERNMENT APPROVED SUBMITTALS

After review of submittals requiring Government approval is completed the Contractor will receive a signed and dated electronic version of the ENG Form 4025-R with submittal attached indicating approval or requirement for resubmittal. No hardcopies of the submittals will be returned to the Contractor unless indicated elsewhere.

3.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

3.8 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

SECTION 01 33 00 Page 5 W912ES19T0022

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheet(s). |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

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SECTION 01 33 00 SUBMITTAL PROCEDURES

ATTACHMENTS

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

W912ES19T0022

EGGERTS LANDING - 2019 PAVEMENT REPAIR

01 14 00.00 13 SD-01 Preconstruction Submittals

3.2 GContractor Disposal Areas

01 50 02.00 13 SD-01 Preconstruction Submittals 1.3.3Traffic Control Plan

32 01 17.00 13 SD-01 Preconstruction Submittals

1.3 GEquipment

SD-03 Product Data

2.1 GCrack Sealant

SD-07 Certificates

2.1 GPlant Certification

2.1Manufacturer's Certificate Of

Compliance 32 12 36.00 13 SD-01 Preconstruction Submittals

1.3 GEquipment

2.2 GAggregate

2.1 GBituminous Material

2.3 GFog Seal

SD-06 Test Reports

3.6 GTesting

SD-07 Certificates

3.5 GPlant Certification

32 17 24.00 10 SD-03 Product Data

2.1 GPaint

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SCHEDULE DATES

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 02.00 13

TEMPORARY CONSTRUCTION FACILITIES

01/02

PART 1 GENERAL

1.1 GROUNDS AND ROADWAYS

1.1.1 Availability of Grounds

1.1.2 Drainage Facilities

1.2 AVAILABILITY AND USE OF UTILITY SERVICES

1.2.1 Temporary Electrical Facilities

1.2.2 Sanitation

1.2.3 Telephone

1.3 PROTECTION AND MAINTENANCE OF TRAFFIC

1.3.1 Off-Site Haul Routes

1.3.2 On-Site Haul Roads

1.3.3 Barricades

1.4 PROTECTION OF ADJACENT STRUCTURES

1.5 PROTECTION OF WORK

1.6 SUBMITTALS

PART 2 PRODUCTS

2.1 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

2.1.1 Bulletin Board

PART 3 EXECUTION

3.1 MAINTENANCE OF GROUNDS

3.2 CLEANUP

3.3 RESTORATION

SECTION 01 50 02.00 13 Page 1 W912ES19T0022

SECTION 01 50 02.00 13

TEMPORARY CONSTRUCTION FACILITIES

01/02

PART 1 GENERAL

1.1 GROUNDS AND ROADWAYS

1.1.1 Availability of Grounds

To the extent possible, the Contractor shall limit all operations, including staging and storage, to within the work area shown on the drawings. Any areas disturbed outside the work area shall be restored to the existing conditions at the Contractor's expense.

Any additional rights-of-entry or grounds desired by the Contractor shall be obtained by the Contractor at its own expense, and copies of agreements for the use of such rights-of-entry shall be furnished to the Contracting Officer before entering thereon. Such agreements shall clearly relieve the Government of any responsibility for damages resulting from the use of the grounds.

1.1.2 Drainage Facilities

Insofar as natural drainage from the protected areas is obstructed by contract operations, it shall be the Contractor's responsibility to make adequate provision for accommodating such drainage in a satisfactory manner during the life of this contract, either by temporary means or by use of the permanent construction and operation of the permanent facilities.

1.2 AVAILABILITY AND USE OF UTILITY SERVICES

1.2.1 Temporary Electrical Facilities

The Contractor shall be responsible for coordination and costs for electrical power required for the Contractor's operations, including all costs for utility company hookup, installation/dismantling of transformers and distribution lines. In general, the Contractor shall establish its own service connection with the utility company. If the Contractor proposes to use an existing Government service connection, a request shall be submitted for approval to verify the Contractor's use will not interfere with operation of the facilities, and the monthly service fees will be paid for in whole (including Government power consumption) by the Contractor.

1.2.2 Sanitation

The Contractor shall provide and maintain within the construction area field-type sanitary facilities in accordance with EM 385-1-1. These facilities shall include but not be limited to toilet, washing, and drinking water facilities. Government toilet facilities will not be available to Contractor's personnel. If available, Contractor's personnel may use any sanitary facilities available to the public in the project area.

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1.2.3 Telephone

The Contractor shall make arrangements and pay all costs for their telephone facilities desired. Government personnel will not take or deliver messages for the Contractor.

1.3 PROTECTION AND MAINTENANCE OF TRAFFIC

The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, shall be as required by the State and local authorities having jurisdiction. The traveling public shall be protected from damage to person and property. The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads.

1.3.1 Off-Site Haul Routes

The Contractor shall be responsible for securing all permits required along haul routes. The Contractor shall be the sole permittee and shall be responsible for meeting all obligations of the permits. A copy of each permit shall be submitted to the Contracting Officer. The Contractor has sole responsibility for damage or deterioration of the Contractor's haul routes.

1.3.2 On-Site Haul Roads

The Contractor shall, at its own expense, construct access and haul roads necessary for proper prosecution of the work under this contract. Haul roads shall be constructed with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic shall be avoided. The Contractor shall provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control chosen by the Contractor shall be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads shall be subject to approval by the Contracting Officer.

Lighting shall be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations. Upon completion of the work, haul roads designated by the Contracting Officer shall be removed and the area restored to its pre-construction condition.

1.3.3 Barricades

The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. Barricades shall be securely placed, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

Provide sufficient warning signs and barricades for proper traffic control in accordance with the Manual on Uniform Traffic Control Devices (MUTCD).

SECTION 01 50 02.00 13 Page 3 W912ES19T0022

Provide a traffic control plan.

1.4 PROTECTION OF ADJACENT STRUCTURES

During construction and applications of materials, protect adjacent buildings, structures, vehicles, manhole covers, inlet grates, and trees to prevent damage.

1.5 PROTECTION OF WORK

Protect new construction and coated surfaces from damage by traffic and pedestrians for such time as necessary to prevent damage to the surface.

Provide sufficient warning signs and barricades for proper traffic control in accordance with MUTCD.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Traffic Control Plan

PART 2 PRODUCTS

2.1 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

2.1.1 Bulletin Board

Immediately upon beginning of work, the Contractor shall provide a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. The bulletin board shall be located at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

Legible copies of the aforementioned data shall be displayed until work is completed. Upon completion of work the bulletin board shall be removed by and remain the property of the Contractor.

PART 3 EXECUTION

3.1 MAINTENANCE OF GROUNDS

Any areas stripped of natural vegetation or disturbed by the Contractor's operations shall be kept free of noxious weeds, debris, and unnecessary materials and supplies. Control of vegetation shall comply with local ordinances.

3.2 CLEANUP

Construction debris, waste materials, packaging material and the like shall

SECTION 01 50 02.00 13 Page 4 W912ES19T0022 be removed from the work site. Any dirt or mud which is tracked onto paved or surfaced roadways shall be cleaned away. Materials resulting from demolition activities which are salvageable shall be stored within the fenced area described above. Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored.

3.3 RESTORATION

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including topsoil and seeding as necessary.

SECTION 01 50 02.00 13 Page 5 W912ES19T0022

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 01 17.00 13

BITUMINOUS SURFACE RECONDITIONING

05/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 EQUIPMENT

PART 2 PRODUCTS

2.1 CRACK SEALANT

PART 3 EXECUTION

3.1 PREPARATION OF SURFACE

3.2 CRACK REPAIR

SECTION 32 01 17.00 13 Page 1 W912ES19T0022

SECTION 32 01 17.00 13

BITUMINOUS SURFACE RECONDITIONING

05/17

PART 1 GENERAL

This work consists of sealing cracks in existing bituminous pavement.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D5329 (2016) Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements

ASTM D6690 (2015) Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment; G

SD-03 Product Data

Crack Sealant; G

SD-07 Certificates

Plant Certification; G

Manufacturer's Certificate Of Compliance

1.3 EQUIPMENT

Provide size, type, and manufacturer of all equipment to be used for the crack repair operation.

SECTION 32 01 17.00 13 Page 2 W912ES19T0022

PART 2 PRODUCTS

2.1 CRACK SEALANT

Type 1 - provide a hot-poured, extra-low modulus, elastic-type joint and crack sealer to seal joints in concrete pavement, bridges, other structures and seal applications on bituminous pavements.

Sealant to be composed of a combination of polymeric materials, fully treated chemically to form a homogeneous compound. When melted, ensure the sealant does not separate or settle, and maintains a uniform consistency to seal joints and cracks without inclusion of large air holes or discontinuities.

Provide sealant meeting the requirements of ASTM D6690 Type IV with the following modifications:

Cone Penetration Test at 77° F, ASTM D5329, Requirement 100 – 150 dmm Cone Penetration Test at 0° F, ASTM D5329 modified, Requirement greater than or equal to 25 dmm Resilience Test, ASTM D5329, Requirement 30% – 60% NOTE: Ensure the material meets the above requirements after heating for 6 hours with constant mixing in a laboratory melter at the manufacturer’s maximum heating temperature.

Package and ship the sealant material in boxes weighing no greater than 50 lbs. Mark the boxes with the following information:

1. Material name,

2. Manufacturer name,

3. Brand name,

4. Weight,

5. Batch number, and

6. Maximum heating temperature recommended by the manufacturer.

Perform tests on samples taken from the product proposed for use. Submit a manufacturer's certificate of compliance with each sealant batch.

Perform tests meeting the requirements of ASTM D5329, except perform the bond test using sawed cement mortar blocks or asphalt HMA blocks (consistent with the pavement type) prepared using the methods found in the Lab Manual.

The following products are approved:

MACSEAL 6690-4 MOD (formerly Beram 3060 LM) by McAsphalt, Ind.

Deery 101 ELT by Crafco Roadsaver 522 by Crafco Durafill 3725 by P&T Products Sealtight 3405 MLR by W.R. Meadows Elastoflex 72 by Maxwell Products RP Type 3725 by Right Pointe

Submit a Plant Certification of the above materials certifying that they meet these specifications.

SECTION 32 01 17.00 13 Page 3 W912ES19T0022

PART 3 EXECUTION

3.1 PREPARATION OF SURFACE

Prepare surface by removing loose, unstable, or deteriorated portions of the existing pavement to provide a stable surface on which to complete the crack repairs. Remove waste or surplus material from the project. Repair and fill the holes and depressions with mix. Compact the mix using conventional pneumatic tire roller or mechanical tampers in areas inaccessible to conventional roller equipment.

3.2 CRACK REPAIR

Clean all cracks of vegetation and earthen debris to the full depth of the existing asphalt. Seal cracks 1/4 in to 3/4 in wide. For cracks greater than 3/4 in width, or where settlement has occurred next to the crack, fill with the mixture for joints and cracks and compact.

SECTION 32 01 17.00 13 Page 4 W912ES19T0022

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 12 36.00 13

BITUMINOUS SEAL COAT

05/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 EQUIPMENT

PART 2 PRODUCTS

2.1 BITUMINOUS MATERIAL FOR SEAL COAT

2.2 AGGREGATE FOR SEAL COAT

2.3 FOG SEAL

PART 3 EXECUTION

3.1 PREPARATION OF SURFACE

3.2 SEAL COAT APPLICATION

3.2.1 Application of Bituminous Material

3.2.2 Application of Aggregate

3.2.3 Application of Bituminous Material for Fog Seal

3.3 SWEEPING

3.4 DISPOSAL

3.5 QUALITY CONTROL

3.6 TESTING

3.7 Flagging

SECTION 32 12 36.00 13 Page 1 W912ES19T0022

SECTION 32 12 36.00 13

BITUMINOUS SEAL COAT

05/17

PART 1 GENERAL

This work consists of constructing a seal coat on a prepared surface as shown on the plans in accordance to NDDOT 420, except as modified in this section.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION (NDDOT)

NDDOT (2014) Standard Specifications for Road and Bridge Construction, with 2017 Supplement

ASTM INTERNATIONAL (ASTM)

ASTM C117 (2013) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by Washing

ASTM C136/C136M (2014) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment; G

Aggregate; G

Bituminous Material; G

Fog Seal; G

SD-06 Test Reports

Testing; G

SD-07 Certificates

SECTION 32 12 36.00 13 Page 2 W912ES19T0022

Plant Certification; G

1.3 EQUIPMENT

Provide size, type, and manufacturer of Sprayer and Aggregate spreader to be used and a list of other equipment to be used for the seal coat operation.

PART 2 PRODUCTS

2.1 BITUMINOUS MATERIAL FOR SEAL COAT

Provide bituminous emulsion in accordance to NDDOT 420 meeting the requirements of CRS-2P.

2.2 AGGREGATE FOR SEAL COAT

Provide aggregate meeting the requirements of NDDOT Section 816 for aggregate class 41M.

2.3 FOG SEAL

Provide bituminous material in accordance with NDDOT 401 meeting the requirements of CSS-1H. The dilution rate of the fog seal will be 50% water and 50% CSS-1H. Dilution by the supplier will be required.

PART 3 EXECUTION

3.1 PREPARATION OF SURFACE

Prepare surface in accordance to NDDOT 420. This includes removal of vegetation in cracks.

3.2 SEAL COAT APPLICATION

3.2.1 Application of Bituminous Material

Apply in accordance to NDDOT 420 at a rate of 0.38 gal/sy.

3.2.2 Application of Aggregate

Apply in accordance to NDDOT 420 at a rate of 25 lb/sy. Provide blotter material where required to correct bleeding.

3.2.3 Application of Bituminous Material for Fog Seal

Apply in accordance with NDDOT 401 at a rate of 0.06 gal/sy. This work will be performed 48 hours after initial sweeping.

3.3 SWEEPING

The day after the seal coat application, lightly sweep up surplus aggregate during the cool period of early morning. Re-sweep areas again prior to fog seal application.

SECTION 32 12 36.00 13 Page 3 W912ES19T0022

3.4 DISPOSAL

Dispose of swept aggregate per paragraph CONTRACTOR DISPOSAL AREAS in

SECTION 01 14 00.00 13 WORK RESTRICTIONS.

3.5 QUALITY CONTROL

Submit a Plant Certification of the Bituminous Material and aggregates certifying that they meet these specifications.

Perform testing as indicated in paragraph TESTING.

3.6 TESTING

The following tests shall be performed by and at the expense of the Contractor. Copies of test results with verification that the results meet specification requirements shall be submitted to the Contracting Officer.

Take one sample per day of seal coating and perform the following tests.

Sieve Analysis in accordance with ASTM C117 and ASTM C136/C136M.

3.7 Flagging

Contractor to provide flagmen for all seal coat operations for safety and to maintain access during construction.

SECTION 32 12 36.00 13 Page 4 W912ES19T0022

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 17 24.00 10

PAVEMENT MARKINGS

04/08

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

PART 2 PRODUCTS

2.1 PAINT

PART 3 EXECUTION

3.1 SURFACE PREPARATION

3.2 APPLICATION

3.2.1 Paint

3.2.1.1 Rate of Application

3.2.1.2 Drying

SECTION 32 17 24.00 10 Page 1 W912ES19T0022

SECTION 32 17 24.00 10

PAVEMENT MARKINGS

04/08

PART 1 GENERAL

This work covered by this section consists of providing permanent pavement markings as shown on the plans in accordance to NDDOT 762, except as modified in this section.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION (NDDOT)

NDDOT (2014) Standard Specifications for Road and Bridge Construction, with 2017 Supplement

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS TT-P-1952 (2015; Rev F) Paint, Traffic and Airfield Markings, Waterborne

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Paint; G

PART 2 PRODUCTS

2.1 PAINT

The paint shall be homogeneous, easily stirred to smooth consistency, and shall show no hard settlement or other objectionable characteristics during a storage period of 6 months. Paints for roads, parking areas, and streets shall conform to FS TT-P-1952, color as indicated.

Pavement marking paints shall comply with applicable state and local laws enacted to ensure compliance with Federal Clean Air Standards.

The paint shall be Epoxy Resin Pavement Markings in accordance to NDDOT 880.02.

Color shall be Yellow.

SECTION 32 17 24.00 10 Page 2 W912ES19T0022

PART 3 EXECUTION

3.1 SURFACE PREPARATION

Thoroughly clean surfaces to be marked before application of the pavement marking material. Dust, dirt, and other granular surface deposits shall be removed by sweeping, blowing with compressed air, rinsing with water or a combination of these methods as required.

3.2 APPLICATION

All pavement markings and patterns shall be placed as shown and or noted on the plans.

Width of markings shall be 4", unless otherwise noted.

3.2.1 Paint

Paint shall be applied to clean, dry surfaces, and only when air and pavement temperatures are above 40 degrees F and less than 95 degrees F.

Paint temperature shall be maintained within these same limits. New asphalt pavement surfaces and new Portland concrete cement shall be allowed to cure for a period of not less than 30 days before applications of paint. Paint shall be applied pneumatically with approved equipment at rate of coverage specified. Provide guide lines and templates as necessary to control paint application. Special precautions shall be taken in marking numbers, letters, and symbols. Edges of markings shall be sharply outlined.

3.2.1.1 Rate of Application

Paint shall be applied evenly to the pavement surface to be coated at arate of 105 plus or minus 5 square feet/gallon.

3.2.1.2 Drying

The maximum drying time requirements of the paint specifications will be strictly enforced to prevent undue softening of bitumen, and pickup, displacement, or discoloration by tires of traffic. If there is a delay in drying of the markings, painting operations shall be discontinued until cause of the slow drying is determined and corrected.

SECTION 32 17 24.00 10 Page 3 W912ES19T0022

3.4 Other Work

1.3 BLASTING

3.2 CONTRACTOR DISPOSAL AREAS