A06_Specs_PWLC_Parking_Improvements.pdf

351 / PWLC Parking Improvements

01-10-00 - 1 SUMMARY

SECTION 01-10-00

SUMMARY

PART 1 GENERAL

1.01 PROJECT TITLE

A. Fergus Falls WMD: Prairie Wetlands Learning Center (PWLC) - Parking Improvements.

Summary: Removing existing parking asphalt, installing new parking asphalt with some curb and gutter, miscellaneous concrete, trail erosion repair, light pole and miscellaneous electrical, and sites seeding and grading.

1.02 WORK UNDER THESE SPECIFICATIONS

A. Contractor shall furnish materials, labor, equipment and supervision for the work described below in the project dates, base bid and bid additives. See the specifications and drawings for specifics:

1. Important major project dates:

a. Time schedule - Parking Areas: Work must be completed within the calendar days of June 13, 2022 and August 31, 2022 to not affect the operations of the PWLC.

b. Time schedule - Mallard Marsh Trail: Work must be completed by June 30, 2022 for growing season.

c. County Fair at adjoing West Ottertail County Fair Grounds July 20-23, 2022.

d. PWLC Woody Camp at facility August 7-13, 2022.

2. Base Bid Item #2: The work includes but is not limited to: Mallard Marsh Trail sawcutting and removing existing asphalt, adding borrow fill, gravel, topsoil, erosion straw bio rolls, hydroseeding, and staking.

B. Bid additives are noted in the following order of acceptance:

1. Bid Additives:

a. BA-1: Install 2 ea. 2" empty conduits, with pull strings and caps, from outside maintenance garage building to plan north side of new employee parking for future electric vehicle charging station. Noted on Sht. 9.

b. BA-2: Install 2 ea. 2" empty conduits, with pull strings and caps, from plan north side of dormitory building to north of main parking lot for future electric vehicle charging station. Noted on Sht. 4.

c. BA-3: Remove and replace curb and gutter, B612, on plan south side of bus unload/parking zone. Noted on Sht. 5.

1.03 LOCATION AND INSPECTION OF SITE

A. The work site is located at the Prairie Wetlands Learning Center, In Fergus Falls, MN. The mailing address is shown on the Solicitation, Offer, and Award (Standard Forms 1442 or, 18 block 9) as attached to this Invitation. The Station Manager may be contacted for further information at the above referenced address or by telephone at (218) 739-9534.

B. All prospective bidders/quoters, contractors, subcontractors, and related persons are encouraged to visit the work and borrow sites of the proposed Work and to assess the location and extent of the Work prior to submitting bids. Persons may inspect the site by contacting the Station Manager.

1.04 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

A. The successful bidder will be provided, upon request, electronic PDF's of full size prints of the contract drawings as necessary for execution of this contract. These drawing will be provided at no additional cost to the successful bidder/quoter.

B. Exact location of all affected utilities will be the responsibility of the Contractor. Drawings may not completely show all utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

C. In case of difference between drawings and specifications, the specifications shall govern.

01-10-00 - 2 SUMMARY

1.05 WORK NOT INCLUDED IN THIS CONTRACT

A. All items indicated "NIC" on drawings or in specifications are items not included in this contract.

B. Work in place is generally shown as "Existing" on the Contract Drawings.

C. Work to be performed under other contracts and not included as part of this contract is generally shown as "By Others" on the Contract Drawings.

1.06 ITEMS PROVIDED BY THE GOVERNMENT

A. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as "By Government" on the Contract Drawings.

B. Unless specifically provided herein, no materials or equipment shall be furnished by the Government under this Contract.

C. Project borrow fill material for dirt subgrade is located at the FWS Wetland Management District Station office, 18965 County Highway 82, Fergus Falls, MN, 56537 (see sheet #1). This is the only clay fill material acceptable for use on the project.

1.07 GOVERNMENTING SERVICES:

A. The Government has established a baseline and a benchmark for this project. The drawings relate the project to the baseline and benchmark. From this baseline and benchmark the Contractor shall furnish and place all stakes, marks, and templates required for the performance and completion of the work. Any baseline monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at their expense.

1.08 TEMPORARY FACILITIES

A. Maintain and restore all government roads, trails, service areas and utilities used to pre-construction condition.

B. Temporary toilet facilities, water, telephone and electric must be provided by the Contractor.

Contractor to provide any temporary facility need to complete the Work of this project.

1.09 SITE ACCESS AND RIGHT OF WAY

A. The construction access limits on Government property will be established by the Government and the Contractor shall be responsible for complying with these limits and governing all Work accordingly. All temporary access roads shall be removed following work completion unless directed otherwise by the Contracting Officer.

B. All bidders are reminded that they are responsible for contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders are aware of any requirements of the local entity. These requirements are between the entity and the bidder.

If the Contractor proposes to cross private property, permission must be obtained from the owner to use private property or roads in the conduct of the Work.

C. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in writing in advance by the Government.

1.10 SAFETY - IN ADDITION TO FAR 52.236-13 ACCIDENT PREVENTION

A. A. Contractor shall fill out and submit the “Preconstruction Safety Checklist” to the Contracting

Officer (CO) prior to beginning construction.

B. The Contractor shall designate a safety officer to ensure a safe work site. The safety officer shall perform daily work site inspections to assure compliance with all safety regulations and standards.

C. The Contractor’s Safety Plan shall be available on-site. The Contractor shall provide Safety Data Sheets (SDS) for all hazardous materials brought on-site. SDS shall be made available in a conspicuous location.

D. All equipment and work activities shall comply with OSHA regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA

01-10-00 - 3 SUMMARY

reporting requirements. Additionally, a copy of any accident report shall be provided to the Contracting Officer.

E. The Contractor shall provide and install barricades, signs, or other warning devices to delineate the construction area and restrict public access to the construction site. Follow the Manual of Uniform Traffic Control Devices (MUTCD).

F. Provide at least one non-freezing-type fire extinguisher in each workshop and shed used for storage on the premises. Place in location readily accessible to workers.

G. Provide at least one non-freezing-type fire extinguisher of the appropriate class for each group of workers performing flammable procedures.

H. Provide and maintain a basic first aid kit for use of workers.

1. Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. Include first aid items identified on SDS for applicable items, in applicable locations.

2. Advise all workers of the location of first aid supplies.

3. Post telephone numbers of nearest hospital or ambulance service and fire station in conspicuous location. Advise all workers of location of telephone numbers.

I. Provide necessary Personnel Protective Equipment (PPE) as identified by SDS. Provide documentation, workers have been trained in use of PPE prior to individual use.

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION - NOT APPLICABLE

END OF SECTION

01-30-00 - 1 ADMINISTRATIVE

REQUIREMENTS

SECTION 01-30-00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 GENERAL:

A. Refer to technical specifications for all submittals required.

B. When specifically requested by the Contracting Officer (CO), Contractor’s Officer’s

Representative (COR) or the Government’s Construction Inspector, the Contractor shall provide copies of manufacturer's written installation instructions and/or recommendations for review and approval prior to accomplishing equipment installation.

1.02 SUBMITTALS

A. A sample submittal register, listing items requiring submittals under this solicitation, is provided as an attachment to this document for reference. This listing is a minimum to be submitted by the Contractor, each specification section will have precedence over this listing. A working copy will be provided at the preconstruction conference.

B. The Contractor shall provide all required submittals to the COR within 20 days of award except for items noted otherwise on the submittal register. All submittals must be received and approved by FWS prior to installations.

C. Furnish a electronic copy of all required submittals. A electronic copy will be returned to Contractor with FWS action noted.

D. The approval of submittals shall not relieve the Contractor to comply with the terms and conditions of the Contract Drawings and Specifications. The Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.

E. A electronic submittal coversheet will be provided by the Government to be used for each and every submittal. Contractor is to provide submittals under each specification section complete with all requirements included. Partial submissions will be returned not reviewed.

1.03 PROJECT SCHEDULE

A. Contractor shall provide as required by Federal Acquisition Regulation (FAR) clauses. *

1.04 PRICE BREAKDOWN - LUMP SUM ITEMS

A. Contractor shall provide as required by FAR clauses. *

1.05 SUBCONTRACTOR'S LIST

A. Submit a list of subcontractors who will be working on the project.

1.06 SUBMITTAL OF PROGRESS PAYMENT CERTIFICATE

A. Contractor shall provide as required by FAR clauses. *

1.07 GUARANTEES, WARRANTIES AND CERTIFICATES

A. Refer to Section 01-77-00.

1.08 OPERATING AND MAINTENANCE INSTRUCTION

A. Refer to Section 01-77-00.

1.09 DELIVERY TICKETS

A. The Contractor shall submit to the Government's on site representative, one legible copy of each delivery ticket for all material delivered to the construction site.

B. The delivery ticket shall show brand name, catalog number, and number of items received.

1.10 WASTE MANIFESTS

A. The Contractor shall submit copies of all waste manifests.

01-30-00 - 2 ADMINISTRATIVE

REQUIREMENTS

B. Manifests shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landfill designation, EPA registration of landfill, and EPA registration for transportation of any hazardous wastes.

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION - NOT APPLICABLE

* THE APPLICABLE FAR CLAUSES WILL BE PROVIDED IN FULL TEXT TO THE RESULTANT

CONTRACTOR AT THE PRE-CONSTRUCTION CONFERENCE.

01-31-00 - 1 PROJECT COORDINATION

SECTION 01-31-00

PROJECT COORDINATION

PART 1 GENERAL

1.01 JOBSITE COORDINATION

A. Superintendence, Subcontract administration and Quality Control, is the responsibility of the Contractor.

B. Final decisions relative to items in conflict shall be made by the Contracting Officer.

C. The Government shall have the authority to temporarily suspend the Work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Contract. No extension of contract performance time will be permitted until the Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.

D. The Contractor shall have responsible superintendence on site during all project operations.

Contractor shall notify Government of any changes of superintendents.

E. The Contractor shall notify the COR at least ten (10) days prior to the anticipated date of completion of all Work specified herein. Upon completion of the Work, the COR shall proceed with the final inspection which shall be completed as promptly as practicable. The time required for such inspection and for performing any corrective Work shall be included in the contract performance time.

1.02 MODIFICATION/CHANGE ORDER PROCEDURES

A. In the event of the need for a Change Order, the Contractor will receive a letter requesting a price quote for proposed changes to the Contract.

B. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of Work included with the change, along with the total cost for Contractor's overhead, profit, and bond for the proposed changes.

C. All Contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.

1.03 PRECONSTRUCTION CONFERENCE

A. Soon after award of the Contract and prior to commencing construction, the Contractor and any subcontractors shall attend a preconstruction conference with representatives of the Government. Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to Con¬tract administration, construction operations and the project schedule will be discussed.

The project schedule shall be in accordance with Section 01-30-00. The Preconstruction Safety Checklist shall be submitted for review during this conference.

1.04 PROJECT MEETINGS

A. Periodic general project meetings will be conducted with a representative of the Contractor at the project site or by telephone by the Government's representative for the purpose of coordinating, expediting, and assessing the work progress.

B. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period and present all conflicts, discrepancies or other difficulties for resolution. A record of discussions and decisions will be prepared by the Government and distributed to those attending and others affected.

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION- NOT APPLICABLE

01-40-00 - 1 QUALITY REQUIREMENTS

SECTION 01-40-00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. Quality assurance.

C. References and standards.

D. Testing and inspection agencies and services.

E. Control of installation.

F. Defect Assessment.

1.02 REFERENCE STANDARDS

A. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for

Use in Construction and Criteria for Testing Agency Evaluation; 2017.

B. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2019.

C. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2019.

D. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2021.

E. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2021.

F. ASTM E699 - Standard Specification for Agencies Involved in Testing, Quality Assurance, and

Evaluating of Manufactured Building Components; 2016.

G. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2020.

1.03 SUBMITTALS

A. See Section 01-30-00 - Administrative Requirements, for submittal procedures.

B. Test Reports: After each test/inspection, promptly submit one copies of report to FWS and to

Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Compliance with Contract Documents.

k. When requested by FWS, provide interpretation of results.

C. Manufacturer's Field Reports: Submit reports for FWS's benefit as contract administrator or for Government.

1.04 QUALITY ASSURANCE

A. Testing Agency Qualifications:

1. Prior to start of work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer.

2. Qualification Statement: Provide documentation showing testing laboratory is accredited under IAS AC89.

01-40-00 - 2 QUALITY REQUIREMENTS

1.05 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Comply with reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, until

Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from FWS before proceeding.

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of FWS shall be altered from Contract Documents by mention or inference otherwise in any reference document.

1.06 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Contractor shall employ and pay for services of an independent testing agency to perform specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

C. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM E699, ASTM C1021, ASTM C1077, ASTM C1093, ASTM D3740, and _______.

2. Laboratory Qualifications: Accredited by IAS according to IAS AC89.

3. Laboratory: Authorized to operate in the State in which the Project is located.

4. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.

5. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

PART 3 EXECUTION

2.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

FWS before proceeding.

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

2.02 TESTING AND INSPECTION

A. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with FWS and Contractor in performance of services.

01-40-00 - 3 QUALITY REQUIREMENTS

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify FWS and Contractor of observed irregularities or non-compliance of Work or products.

5. Perform additional tests and inspections required by FWS.

6. Submit reports of all tests/inspections specified.

B. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

C. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify FWS and laboratory 72 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

D. Re-testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by FWS.

E. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

2.03 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not complying with specified requirements.

01-42-00 - 1 DEFINITIONS AND STANDARDS

SECTION 01-42-00

DEFINITIONS AND STANDARDS

PART 1 GENERAL

1.01 REGULATORY REQUIREMENTS

A. All work shall be accomplished in strict accordance with OSHA and all other regulations, codes, and laws in effect at the time the work is performed for the location where it is to be performed.

1.02 MEANS AND METHODS

A. Means and methods used in the performance of this Contract must be in accordance with all applicable Federal Acquisition Regulations in addition to OSHA regulations, 29 Code of Federal Regulations, acceptable industry practices as recognized by societies, associations, building codes, manufacturers’ specifications and any applicable state safety and health requirements.

1.03 PERMITS

A. All permits required to support construction activities such as road permits for oversize, overweight vehicles and equipment, bridge permits, and utility hookup permits, shall be obtained and paid for by the Contractor.

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION - NOT APPLICABLE

01-60-00 - 1 PRODUCT REQUIREMENTS

SECTION 01-60-00

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Transportation, handling, storage and protection.

B. Product option requirements.

C. Substitution limitations and procedures.

D. Procedures for Government-supplied products.

E. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary:

B. Section 01 4000 - Quality Requirements: Product quality monitoring.

1.03 REFERENCE STANDARDS

A. 16 CFR 260 - Guides for the Use of Environmental Marketing Claims; Federal Trade

Commission; current edition.

B. NFPA 70 - National Electrical Code; National Fire Protection Association; Most Recent Edition

Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

1.04 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.

D. Submittals must be made per individual specification section. Combined submittals will be returned with no FWS action.

PART 2 PRODUCTS

2.01 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

B. Do not use products having any of the following characteristics:

1. Made using or containing CFC's or HCFC's.

2. Made of wood from newly cut old growth timber.

3. All products being installed in the building shall be free of asbesto. Contractor will be responsible for all costs of removing products that are found to contain asbestos.

C. Where all other criteria are met, Contractor shall give preference to products that:

1. Use materials that are extracted or harvested and manufactured closer to the location of the project.

2. Have longer documented life span under normal use.

3. Result in less construction waste.

2.02 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description if specified product is not available.

01-60-00 - 2 PRODUCT REQUIREMENTS

B. Products Specified by Naming One or More Manufacturers: The use of brand name items is to establish a standard of quality only and shall not be construed as limiting competition or precluding the Contactor from offering an equal item(s) from another sources(s). Any brand name intended to be a restriction to a sole sources shall be clearly identified as "No substitutions".

2.03 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION

3.01 SUBSTITUTION PROCEDURES

A. Product substitution pre-approvals will not be given during Bidding. Follow Substitution procedures after award of Contract.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

C. A request for substitution constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the substitution as for the specified product.

3. Will coordinate installation and make changes to other Work that may be required for the

Work to be complete with no additional cost to Government.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

E. Substitution Submittal Procedure:

1. Submit (1) electronic copy of request for substitution for consideration. Limit each request to one proposed substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

3. The Government will notify Contractor in writing of decision to accept or reject request.

3.02 TRANSPORTATION AND HANDLING

A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

B. Transport and handle products in accordance with manufacturer's instructions.

C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

01-60-00 - 3 PRODUCT REQUIREMENTS

C. Store with seals and labels intact and legible.

D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

G. Prevent contact with material that may cause corrosion, discoloration, or staining.

H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

01-77-00 - 1 PROJECT CLOSEOUT

SECTION 01-77-00

PROJECT CLOSEOUT

PART 1 GENERAL

1.01 MANUFACTURER'S SPECIFICATIONS

A. The installation of manufactured products and equipment, together with all associated parts, shall be in conformance with the manufacturer's recommendations, and code requirements. All installations shall be complete and ready for immediate use, and every part required for proper operation of the manufacturer's equipment shall be provided. Following the completion of the Work under this Contract, all installed equipment shall be tested for proper operation and compliance with the Contract.

1.02 FINAL INSPECTION

A. The Contractor shall request a final inspection in writing at least ten (10) days prior to the anticipated date of completion.

B. Work will not be considered ready for final inspection until all the Work has been completed and the Contractor has certified that all items are properly operating and in strict compliance with all Contract terms and conditions.

C. The Contractor or the project supervisor shall be at the job site during the final inspection.

1.03 TESTS

A. Complete all tests required to prove actual operating performance of equipment and systems incorporated into the project.

B. Submit reports of all tests to the Contracting Officer prior to final payment.

C. Provide any regulatory acceptance documents in cases of cleanup.

1.04 MAINTENANCE AND OPERATING INSTRUCTIONS

A. Submit electronic copies of all operating, maintenance instructions and parts lists for all equipment and systems that require adjustment, servicing, and attention for proper operation.

Include all information necessary for proper operation of equipment. Use simple, non-technical language where possible. Provide all necessary diagrams and schematics required by repairmen. Any hazards likely to occur in operation of equipment shall be pointed out to avoid improper operation of any equipment that might result in damage or danger to equipment, building or personnel.

B. Final copies of all maintenance and operating information shall be submitted in bound form as a "Manual of Operating Instructions" with items grouped by sections of Work. Append each manual with name, address, telephone number of Contractor, subcontractor and companies or individuals providing service for equipment used.

C. Provide competent personnel to meet with the Government representative to fully explain and familiarize the Government personnel with all equipment and its operation and maintenance.

D. Submit eletronicl copy of Maintenance and Operating Instructions on "Thumb Drive" type device, or other, as agreed to by the Government.

1.05 RECORD DRAWINGS:

A. The Contractor shall provide and maintain in proper order and in good, clean condition, at the project site, one (1) complete set of full size prints of all Drawings. On this set, with red pencil or ink, the Contractor will neatly inscribe all changes in Work. At time of final acceptance, and prior to final payment, these corrected prints will be presented to the COR. The Contractor will note all data and changes on these record drawings in sufficient detail and clarity to provide information necessary for preparation of "as built" drawings by the Government.

B. Submit electronic copy of Record Drawings on USB "Thumb Drive" type device, or other, as agreed to by the Government.

01-77-00 - 2 PROJECT CLOSEOUT

1.06 GUARANTEES, WARRANTIES AND CERTIFICATES

A. The Contractor will submit all guarantees, warranties and certificates to the Government prior to final payment.

B. The Government requires a 100% warranty for a period of one full year after final acceptance.

Items of Work found defective during the warranty period will be replaced at no cost to the Government and the warranty for that particular part of the Work shall automatically extend for one full year beyond the completion date of repairs.

C. If a manufacturer or supplier offers a guarantee in excess of the one year requirement outlined herein, then the longer guarantee period will apply for those particular items.

PART 3 EXECUTION - NOT APPLCABLE

07-92-00 - 1 JOINT SEALANTS

SECTION 07-92-00

JOINT SEALANTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Self-leveling pourable joint sealants.

1.02 REFERENCE STANDARDS

A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer; 2015.

B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.

C. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016.

D. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic

Elastomers--Tension; 2016 (Reapproved 2021).

1.03 SUBMITTALS

A. See Section 01-30-00 - Administrative Requirements for submittal procedures.

B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following.

1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability.

2. List of backing materials approved for use with the specific product.

3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.

4. Substrates the product should not be used on.

1.04 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

B. Field Quality Control Plan:

1. Visual inspection of entire length of sealant joints.

1.05 WARRANTY

A. See Section 01-77-00 - Project Closeout for additional warranty requirements.

B. Correct defective work within a one year period after Date of Substantial Completion.

C. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure.

PART 2 PRODUCTS

2.01 SELF-LEVELING SEALANTS

A. Type 1 - Self-Leveling Polyurethane Sealant for Horizontal Expansion Joints: ASTM C920, Grade P, Uses T, M, and O; multi-component; explicitly approved by manufacturer for horizontal expansion joints.

1. Movement Capability: Plus and minus 25 percent, minimum.

2. Hardness Range: 30 to 35, Shore A, when tested in accordance with ASTM C661.

3. Color: Gray.

4. Tensile Strength: 200 to 250 psi in accordance with ASTM D412.

5. Manufacturers:

a. Pecora Corporation; DynaTrol II-SG (Slope Grade): www.pecora.com/#sle.

b. Tremco Commercial Sealants & Waterproofing; THC-901:

www.tremcosealants.com/#sle.

c. Contractor selection.

07-92-00 - 2 JOINT SEALANTS

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that joints are ready to receive work.

B. Verify that backing materials are compatible with sealants.

3.02 PREPARATION

A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable.

3.03 INSTALLATION

A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.

C. Install bond breaker backing tape where backer rod cannot be used.

D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces.

E. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed.

F. Nonsag Sealants: Tool surface slightly recessed, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.

3.04 FIELD QUALITY CONTROL

A. Perform field quality control inspection/testing as specified in PART 1 under QUALITY

ASSURANCE article.

B. Remove and replace failed portions of sealants using same materials and procedures as indicated for original installation.

26-56-00 - 1 EXTERIOR LIGHTING

SECTION 26-56-00

EXTERIOR LIGHTING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Poles and accessories.

B. Luminaire accessories.

1.02 REFERENCE STANDARDS

A. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2015.

B. NECA/IESNA 501 - Standard for Installing Exterior Lighting Systems; 2006.

C. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

D. UL 8750 - Light Emitting Diode (LED) Equipment for Use in Lighting Products; Current Edition, Including All Revisions.

1.03 ADMINISTRATIVE REQUIREMENTS

A. Coordination:

1. Coordinate placement of poles and associated foundations with utilities, curbs, sidewalks, trees, walls, fences, striping, etc. installed under other sections or by others. Coordinate elevation to obtain specified foundation height.

2. Notify FWS of any conflicts or deviations from Contract Documents to obtain direction prior to proceeding with work.

1.04 SUBMITTALS

A. See Section 01-30-00 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide manufacturer's standard catalog pages and data sheets including detailed information on luminaire construction, dimensions, ratings, finishes, mounting requirements, listings, service conditions, photometric performance, weight, effective projected area (EPA), and installed accessories; include model number nomenclature clearly marked with all proposed features.

C. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use stipulated by product testing agency. Include instructions for storage, handling, protection, examination, preparation, installation, and starting of product.

D. Maintenance Materials: Furnish the following for Government's use in maintenance of project.

1. See Section 01-60-00 - Product Requirements, for additional provisions.

1.05 QUALITY ASSURANCE

A. Comply with requirements of NFPA 70.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Receive, handle, and store products according to NECA/IESNA 501 and manufacturer's written instructions.

B. Keep products in original manufacturer's packaging and protect from damage until ready for installation.

1.07 WARRANTY

A. See Section 01-77-00 - Project Closeout for additional warranty requirements.

PART 2 PRODUCTS

2.01 OWNER-FURNISHED PRODUCTS

A. Existing Products: Ameron SER-4-3. Existing light poles to be reused as noted.

2.02 POLES - NEW

A. Manufacturers:

26-56-00 - 2 EXTERIOR LIGHTING

1. Traditional Concrete, Inc.; www.concretepoles.com.

a. Direct burial 300 series concrete pole. 14' above grade, 5' burial.

b. Exposed finish to match existing light poles.

c. Pole # D314-TBD-EA-3T.

2.03 ACCESSORIES - LUMINAIRES

A. Manufacturer:

1. U.S. Architectural lighting; www.usaltg.com

a. Solid State Area Lighting: Viper-R Series - LED

b. Heavy spun aluminum housing with four cast arms.

c. Height: 24", Diameter: 28".

2. Ordering information:

a. Model: VPR1-R.

b. Optics: Type IV.

c. LED Mode: 48LED, 120V, Drive: 350mA, Color: NW (4000K).

d. Mounting: Type 1.

e. Finish: Black RAL-9005-T.

f. Options: None.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that branch circuit wiring installation is completed, tested, and ready for connection to luminaires.

B. Verify that conditions are satisfactory for installation prior to starting work.

3.02 INSTALLATION

A. Perform work in accordance with NECA 1 (general workmanship).

B. Install products in accordance with manufacturer's instructions.

C. Install luminaires in accordance with NECA/IESNA 501.

D. Connect pole to existing in-ground power supply of direct burial wire. Locate in approximate location of originally pole design.

E. Install accessories furnished with each luminaire.

F. Bond products and metal accessories to branch circuit equipment grounding conductor.

3.03 FIELD QUALITY CONTROL

A. See Section 01-40-00 - Quality Requirements, for additional requirements.

B. Inspect each product for damage and defects.

C. Operate each luminaire after installation and connection to verify proper operation.

D. Correct wiring deficiencies and repair or replace damaged or defective products. Repair or replace excessively noisy ballasts as determined by FWS.

3.04 ADJUSTING

A. Luminaires with Field-Rotatable Optics: Position optics according to manufacturer's instructions to achieve lighting distribution as indicated or as directed by FWS.

3.05 CLOSEOUT ACTIVITIES

A. Demonstration: Demonstrate proper operation of luminaires to FWS, and correct deficiencies or make adjustments as directed.

31-23-16.13 - 1 TRENCHING

SECTION 31-23-16.13

TRENCHING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Backfilling and compacting for utilities outside the building as noted.

1.02 RELATED REQUIREMENTS

A. Section 31-23-23 - Fill: Backfilling.

1.03 DEFINITIONS

A. Finish Grade Elevations: Indicated on drawings.

1.04 REFERENCE STANDARDS

A. ASTM C136/C136M - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates;

2019.

B. ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)); 2012, with Editorial Revision (2015).

C. ASTM D1556/D1556M - Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method; 2015, with Editorial Revision (2016).

D. ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method; 2015.

E. ASTM D6938 - Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth); 2017a.

1.05 SUBMITTALS

A. See Section 01-30-00 - Administrative Requirements, for submittal procedures.

B. Compaction Density Test Reports.

PART 2 PRODUCTS

2.01 FILL MATERIALS

A. General Fill: Subsoil excavated on-site or borrow material from designated site.

B. Sand: Natural river or bank sand; washed; free of silt, clay, loam, friable or soluble materials, and organic matter.

1. Pipe bedding material.

a. Graded in accordance with ASTM C136/C136M; within the following limits:

1) No. 4 sieve: 100 percent passing.

2) No. 14 sieve: 10 to 100 percent passing.

3) No. 50 sieve: 5 to 90 percent passing.

4) No. 100 sieve: 4 to 30 percent passing.

5) No. 200 sieve: 0 percent passing.

C. Topsoil: Topsoil excavated on-site or FWS approved material.

1. Graded.

2. Disturbed soils to be seeded per drawings.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that survey bench marks and intended elevations for the work are as indicated.

3.02 PREPARATION

A. Identify required lines, levels, contours, and datum locations.

B. Locate, identify, and protect utilities that remain and protect from damage.

31-23-16.13 - 2 TRENCHING

C. Grade top perimeter of trenching area to prevent surface water from draining into trench.

Provide temporary means and methods, as required, to maintain surface water diversion until no longer needed, or as directed by the FWS.

3.03 TRENCHING

A. Notify FWS of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work.

B. Slope banks of excavations deeper than 4 feet to angle of repose or less until shored.

C. Cut trenches wide enough to allow inspection of installed utilities.

D. Hand trim excavations. Remove loose matter.

E. Remove large stones and other hard matter that could damage piping or impede consistent backfilling or compaction.

F. Remove excess excavated material from site.

G. Place excess excavated material at location identified by FWS. All locations within 100 yards of excavations.

H. Determine the prevailing groundwater level prior to trenching. If the proposed trench extends less than 1 foot into the prevailing groundwater, control groundwater intrusion with perimeter drains routed to sump pumps, or as directed by the FWS.

3.04 PREPARATION FOR UTILITY PLACEMENT

A. Cut out soft areas of subgrade not capable of compaction in place. Backfill with fill from borrow site as needed.

B. Compact subgrade to density equal to or greater than requirements for subsequent fill material.

Where disturbed compact to 95% standard proctor.

C. Until ready to backfill, maintain excavations and prevent loose soil from falling into excavation.

3.05 BACKFILLING

A. Backfill to contours and elevations indicated using unfrozen materials.

B. Employ a placement method that does not disturb or damage other work.

C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces.

D. Maintain optimum moisture content of fill materials to attain required compaction density.

E. Correct areas that are over-excavated.

1. Other areas: Use general fill from borrow site, flush to required elevation, compacted to minimum 95 percent of maximum dry density.

F. Compaction Density Unless Otherwise Specified or Indicated:

1. At storm piping and electrical undergroud: 95 percent of maximum dry density.

2. Contractor to pay for any and all testing.

G. Reshape and re-compact fills subjected to vehicular traffic.

3.06 BEDDING AND FILL AT SPECIFIC LOCATIONS

A. Utility Piping:

1. Bedding: Use sand.

2. Cover with excavated fill.

3. Compact in maximum 8 inch lifts to 95 percent of maximum dry density.

3.07 TOLERANCES

A. Top Surface of General Backfilling: Plus or minus 1 inch from surrounding elevations.

3.08 FIELD QUALITY CONTROL

A. See Section 01-40-00 - Quality Requirements, for general requirements for field inspection and testing.

31-23-16.13 - 3 TRENCHING

B. Perform compaction density testing on compacted fill in accordance with ASTM D1556/D1556M, ASTM D2167, or ASTM D6938.

C. Evaluate results in relation to compaction curve determined by testing uncompacted material in accordance with ASTM D698 ("standard Proctor").

D. If tests indicate work does not meet specified requirements, remove work, replace and retest.

E. Frequency of Tests: One test per 50LF of pipe per 2' of cover.

3.09 CLEANING

A. Leave borrow areas in a clean and neat condition. Grade to prevent standing surface water.

31-23-23 - 1 FILL

SECTION 31-23-23

FILL

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Filling, backfilling, and compacting for paving and sitework.

B. Backfilling and compacting for utilities outside the building to utility main connections.

C. Filling holes, pits, and excavations generated as a result of removal (demolition) operations.

1.02 SUBMITTALS

A. See Section 01-30-00 - Administrative Requirements, for submittal procedures.

B. Soil Samples: 5 pounds sample of top soil; submit in air-tight containers to FWS PWLC for review.

C. Materials Sources: Submit name of imported top soil materials source.

1.03 DELIVERY, STORAGE, AND HANDLING

A. When necessary, store materials on site in advance of need.

PART 2 PRODUCTS

2.01 FILL MATERIALS

A. General Subgrade Fill - Located as noted on drawings.

B. Topsoil: Friable loam; imported borrow.

1. Graded.

2. Free of roots, rocks larger than 1/4 inch, subsoil, debris, large weeds and foreign matter.

3. Acidity range (pH) of 5.5 to 7.5.

4. Containing a minimum of 4 percent and a maximum of 15 percent inorganic matter.

2.02 SOURCE QUALITY CONTROL

A. See Section 01-40-00 - Quality Requirements, for general requirements for testing and analysis of soil material.

B. Provide materials of each type from same source throughout the Work.

PART 3 EXECUTION

3.01 EXAMINATION

A. Identify required lines, levels, contours, and datum locations.

B. Verify areas to be filled are not compromised with surface or ground water.

3.02 PREPARATION

A. Scarify and proof roll subgrade surface to a depth of 6 inches to identify soft spots.

B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill.

C. Compact subgrade to density equal to or greater than requirements for subsequent fill material.

D. Until ready to fill, maintain excavations and prevent loose soil from falling into excavation.

3.03 FILLING

A. Fill to contours and elevations indicated using unfrozen materials.

B. Employ a placement method that does not disturb or damage other work.

C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces.

D. Maintain optimum moisture content of fill materials to attain required compaction density.

E. Reshape and re-compact fills subjected to vehicular traffic.

31-23-23 - 2 FILL

F. Maintain temporary means and methods, as required, to remove all water while fill is being placed as required, or until directed by the FWS. Remove and replace soils deemed unsuitable by classification and which are excessively moist due to lack of dewatering or surface water control.

3.04 FILL AT SPECIFIC LOCATIONS

A. Use general subgrade fill unless otherwise specified or indicated.

3.05 TOLERANCES

A. Top Surface of General Filling: Plus or minus 1 inch from required elevations.

3.06 CLEANING

A. Remove unused stockpiled materials, leave area…