Final_ClarkLakeProject7specs.10.13.pdf

Construction Year 2013

SYLVANIA CLARK LAKE DAY-USE

FACILITY

SPECIFICATIONS

Ottawa National Forest

Watersmeet / Iron River Ranger District

Watersmeet, Michigan

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Sylvania Clark Lake Day-Use Facility 2

TABLE OF CONTENTS

SECTION 011000 - SUMMARY

SECTION 011400 - WORK RESTRICTIONS

SECTION 012700 - UNIT PRICES

SECTION 012800 - MOBILIZATION

SECTION 013050 - DESIGNS

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014000 - QUALITY CONTROL

SECTION 014200 - REFERENCES

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 015950 - SAFETY AND HEALTH

SECTION 017000 - EXECUTION REQUIREMENTS

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 024119 - SELECTIVE DEMOLITION

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 042000 - UNIT MASONRY

SECTION 061000 - CARPENTRY

SECTION 061600 - SHEATHING

SECTION 073113 - ASPHALT SHINGLES

SECTION 079200 - JOINT SEALANTS

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

SECTION 099000 - PAINTING AND COATING

SECTION 102113 - TOILET AND DRESSING COMPARTMENTS

SECTION 102800 – TOILET AND BATH ACCESSORIES

SECTION 123623 - PLASTIC-LAMINATE-CLAD COUNTERTOPS

DIVISION 22 - PLUMBING

SECTION 221114 - WATER DISTRIBUTION – MECHANICAL ROOM

SECTION 221115 – WATER SYSTEM CLEANING AND DISINFECTION

SECTION 221223 - POTABLE-WATER STORAGE TANKS GENERAL

SECTION 221343 - PUMPING STATIONS

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SECTION 221353 - FACILITY SEPTIC TANKS

DIVISION 26 - ELECTRICAL

SECTION 311000 - SITE CLEARING

SECTION 312000 - EARTH MOVING

SECTION 329200 - TURF AND GRASSES

SECTION 334100 - STORM UTILITY DRAINAGE PIPING

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SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

Project Name and Location: Sylvania Clark Lake Day-Use Facility Rehabilitation. Sylvania

Recreation area is located approximately 4 miles west of the town of Watersmeet Michigan, traveling Us Highway 2 to County Road 535, then 4 miles south on CR 535 to the

Sylvania Entrance Station. Clark Lake Day-Use Facility is in Section 5 of T-44-N, R-40-W.

B. Project Summary Description: The project includes, but is not limited to, the following

Work:

1. Grade existing path and construct new concrete sidewalk from the parking lot to the building, making it ABA Compliant.

2. Selective Demolition to include:

a. Existing South sidewalk next to shower rooms, including the stairs / ramp & railings.

b. Restrooms & Shower Rooms: Remove all plumbing (fixtures, drains, vents, and piping), doors, concrete slabs, partitions, benches, cabinetry/counters, and CMU wall as indicated on the drawings.

c. Demolition of existing shake roof and decayed rafter overhangs. Remove skylight in Women’s Restroom.

d. Remove existing water piping and pressure tank in mechanical room. Pump and remove four septic tanks, remove all equipment from an existing lift station and associated pump controls and remove and cap an existing fire hydrant.

3. Grade and construct new concrete sidewalk, ramp & railings next to shower rooms.

4. Restrooms & Shower Rooms: Furnish and install new plumbing (fixtures, drains, vents, piping, and plumbing accessories), doors, concrete slabs, partitions, benches cabinetry/counters, restroom accessories, and CMU wall as indicated in drawings.

5. Frame roof to follow existing slope over demolished skylight. Furnish and install new asphalt roof and fascia throughout building. Furnish and install two new tubular skylights in Women’s Restroom as shown in drawings.

6. Furnish and install new piping, valves, meters, spigots and two hydropneumatic pressure tanks. Work includes installing a water meter inside an existing empty underground water storage tank.

7. Furnish and install three new septic tanks, associated piping, two effluent pumps with guide rail systems and floats in the existing lift station, control panel and associated components for a turnkey system.

8. Perform all required water pressure tests, flushing, disinfection and water quality tests.

9. Perform all septic system water leak tests.

10. Incidental construction and repairs to the building.

C. Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract. The Contracting

Officer will designate a Contracting Officers Representative (CO), responsible for the technical on-site administration of the Contract.

REQUIREMENTS OF THE OFFERER’S PROPOSAL

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A. The Government DRAWINGS and SPECIFICATIONS are the basis for this Contract.

B. The Work shall conform to the DRAWINGS as closely as possible. Those products listed in the SPECIFICATIONS are preferred products, chosen for compatibility, longevity, durability and quality. However, equal or better alternatives submitted by the OFFERER will be considered and are encouraged, but must be approved by the CO prior to use in the

Proposal.

1.2 CONTRACTOR USE OF SITE AND PREMISES

A. Contractor may use the site power and water. Portable toilets are required.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 011000

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SECTION 011400 - WORK RESTRICTIONS

1.1 CONTRACTOR USE OF PREMISES

A. The Government will conduct a pre-construction survey with the Contractor to review and document the existing project conditions prior to construction.

B. The Contractor shall confine operations to those areas Indicated on the Drawings. Work shall be performed Monday through Friday, 8:00 AM through 6:00 PM. Work on federally recognized holidays is not permitted. Deviations to this work schedule are permitted only by written authorization of the CO.

C. The Contractor shall limit use of the premises to the work in areas indicated.

1. Confine operations at the site to areas indicated.

2. Schedule deliveries to minimize on-site storage of material and equipment.

3. Repair damage caused by construction operations.

4. Take precautions to protect the public.

5. Space on the premises is available for the Contractor's storage and related activities.

6. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site.

1.2 GOVERNMENT OCCUPANCY

A. The Government will not occupy the site during the construction. All public use and access shall be coordinated with the C.O.

PART 2 - PRODUCTS (Not applicable)

END OF SECTION 011400

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SECTION 012700 - UNIT PRICES

1.1 SUMMARY

A. A unit price provides an amount proposed by the Contractor and stated on the Schedule of

Items as a price per unit of measurement for materials or services.

B. Unit prices include all necessary material and labor costs, overhead, profit, taxes, shipping and other related expenses for the added or deducted work.

1.2 PROCEDURES

A. Measurement: Method of measurement for unit prices is Lump Sum Quantity as defined below:

B. Methods of Measurement:

2. Lump Sum Quantities (LS): These quantities denote one complete unit of work as required by or described in the contract, including all necessary materials, equipment, and labor to complete the job. They will not be measured.

PART 2 - PRODUCTS (Not applicable)

END OF SECTION 012700

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SECTION 012800 - MOBILIZATION

1.1 SUMMARY

A. Move personnel, equipment, material, and incidentals to the project, and perform all activities necessary to accomplish the work at the project site. Obtain permits, insurance, and bonds.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

PART 4 - MEASUREMENT & PAYMENT

A. Measurement: Measurement will be lump sum:

B. Payment: The accepted quantity, measured as provided above, will be paid at the contract price per unit of measurement for the PAY ITEM listed below that is DESIGNATED IN

THE SCHEDULE OF ITEMS. The Mobilization lump sum will be paid as follows:

1. If applicable, bond premiums will be reimbursed according to FAR clause 52.232-5, Payment Under Fixed-Price Construction Contracts, after receipt of evidence of payment.

2. Fifty percent of the lump sum, not to exceed 5 percent of the original contract amount, will be paid following completion of 5% of the original contract amount, not including

Mobilization.

3. Payment of the remaining portion of the lump sum, up to 10 percent of the original contract amount, will be paid following completion of 10 percent of the original contract amount, not including Mobilization.

4. Any portion of the lump sum in excess of 10 percent of the original contract amount will be paid after final acceptance.

END OF SECTION 012800

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SECTION 013050 - DESIGNS

1.1 SUMMARY

A. The Government has furnished a partial design for this project. Electronic copies of the

Project Design will be furnished to the Contractor. Drawings are in AutoCAD Version 2008 and Specifications are in Microsoft Word.

B. Architectural details, site design details, structural engineering design details, Shop

Drawings, HVAC, fire protection (no sprinkler system is required), plumbing and electrical engineering designs are required of the Contractor. The Contractor shall complete all necessary engineering and architectural designs and submit to the Government for review and approval. The Contractor may propose alterations to the Government Drawings and

Specifications, consistent with the Government’s needs. The Contractor shall submit copies of all supporting documents, including design calculations.

C. The Government will review all Contractor design submittals to ensure consistency with

Government’s designs and return to the Contractor within 15 days. Refer to Section 1330, Submittal Procedures.

D. The Government will resolve any design differences in accordance with the Contract. The

Contract includes the Contractor’s final approved PROPOSAL.

E. Engineering designs shall be prepared by State licensed professional architects and engineers and shall be sealed in accordance with State and Federal standards.

F. Designs and construction shall comply with applicable codes and standards referred in

Section 014200.

G. Final design details and any proposed revisions are subject to Government approval.

1.2 ARCHITECTURAL DESIGNS

A. The Government has furnished a general architectural design for this project. The

Contractor is expected to provide design details. Minor revisions to the Government’s design to fully integrate all the necessary components of the finished building may be necessary.

1.3 CIVIL ENGINEERING SITE DESIGNS

A. The Government has furnished a site and landscaping design for this project. The Contractor may need to provide design details to complete this portion of the work.

1.4 STRUCTURAL DESIGNS

A. The Government has furnished a structural design for the buildings. The Contractor shall provide design details and/or Shop Drawings to complete this portion of the work.

1.5 GEO-TECHNICAL INVESTIGATIONS AND RECOMMENDATIONS

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A. A site soil investigation report, complete with geo-technical engineering recommendations, has been completed by the Government and is included in the bid package. The Contractor shall conduct any additional geo-technical investigations needed to complete the work.

1.6 MECHANICAL DESIGNS

A. The Contractor shall provide HVAC, fire protection, and plumbing engineering designs for the buildings. The Drawings show and Specifications describe some of the mechanical components required. Designs shall be in conformance with the IMC and IPC.

1.7 ELECTRICAL DESIGNS

A. The Contractor shall provide the electrical engineering design for the buildings. The

Drawings show and Specifications describe some of the electrical components required.

Designs shall be in conformance with the NEC.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 013050

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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations to provide an efficient and orderly installation of each part of the Work.

1.3 CONSERVATION

A. Practice conservation of energy, water and materials during construction operations.

1.4 SPILL AND EROSION CONTROL

A. Spill and Erosion Control Plans: Develop plans to minimize erosion. Develop plans to provide for containment of hazardous materials and unplanned spills.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to meeting the requirements of FAR 52.236-6 for an on-site Project

Superintendent, the Contractor shall provide other administrative and supervisory personnel as required for performance of the Work.

1.6 CONFERENCES AND MEETINGS

A. Pre-construction Conference: The Contracting Officer will schedule a pre-construction conference before starting construction with the Contractor and will review responsibilities and personnel assignments in accordance with FAR 52.236-26

B. Progress Meetings: Progress meetings at the Project Site shall be conducted at regular intervals. CO will coordinate meetings with Contractors in preparation of the payment request in accordance with FAR 52.232-5.

1. Agenda: Include topics for discussion as appropriate to the status of the Project. Include review of the Contractor's Construction Schedule and of the present and future needs of each entity present.

2. Schedule Updating: If the progress of the work falls behind the approved Contractor’s

Construction Schedule, the Contractor shall submit a supplementary schedule for approval by the Contracting Officer in accordance with FAR 52.236-15.

1.7 SUBMITTALS

A. Spill and Erosion Control Plans shall be submitted within 15 calendar days after Notice to

Proceed.

B. Staff Names: Within 15 calendar days after Notice to Proceed, submit a list of principal staff assignments, including the Superintendent and other primary personnel. Identify individuals

Sylvania Clark Lake Day-Use Facility 12 by name, duties and responsibilities, home address, and business and home telephone numbers. Post copies of this list in the temporary field office.

C. Construction Schedules shall be submitted as directed in FAR 52.236-15, Schedules for

Construction.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

B. Construction in Progress: Keep construction in progress, adjoining materials in place, and clean during handling and installation. Apply protective coverings for protection from damage or deterioration.

C. Completed Construction: Clean completed construction and provide maintenance to prevent damage, soiling or other deterioration through the remainder of the construction period.

Adjust and lubricate operable components to assure operability without damage.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period.

END OF SECTION 013100

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SECTION 013300 - SUBMITTAL PROCEDURES

1.1 SUMMARY

A. This Section and FAR 52.236-21 include requirements for Shop Drawings, as defined by

FAR 52.236-21 and Designs. Shop drawings and Designs may include drawings, specifications, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data furnished by the Contractor to explain in detail specific portions of the work required by the Contract.

B. This section includes requirements for Samples. Samples may include mailed samples, field samples or mock-ups of full-size physical examples erected on-site or elsewhere.

C. This section includes requirements for Product Data. Product Data includes manufacturer's standard catalogs, pamphlets and other printed materials, and includes but is not limited to the following: product specifications and installation instructions, color charts and catalog cuts, rough-in diagrams and templates, wiring diagrams, performance curves, operational range diagrams, mill reports, test reports and code approvals

D. This section includes other quality assurance submittals such as certifications of compliance or conformance, manufacturer's instructions and field reports, and mix designs.

1.2 GENERAL SUBMITTAL REQUIREMENTS

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities and with the schedule.

1. Allow 15 days for submittal review, corrections following the initial review and re-submittal review before activities scheduled after the submittal approval.

2. Incomplete submittals will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused.

B. Submittal Transmittal: Transmit each submittal from the Contractor to the Government by use of a transmittal form. Transmittal format to be approved by CO, and can include the following information on the transmittal form.

1. Project name and number.

2. Date.

3. Name, address and telephone number of firm or entity that prepared the submittal

4. Names of subcontractor, manufacturer and supplier, as applicable.

5. Category and description of submittal.

6. Certification by Contractor stating that submittal complies with the Contract, or statement of deviations from the requirements of the Contract.

7. Signature of transmitter.

8. Space to record Contractor's review and approval markings, and for Government action.

1.3 SHOP DRAWINGS AND DESIGNS

A. Submit originally prepared information, drawn accurately to scale.

B. Submittals: Submit three blue-line or black-line prints of each drawing submittal. One print will be marked with action taken and returned. Distribution: When submittal is approved, the Contractor shall prepare and submit three final copies.

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C. Drawings shall be done in AutoCAD format. Upon final approval the drawings shall be sent on a CD to the Government.

D. Specifications shall be done in Microsoft Word format and a copy sent on a CD to the

Government.

1.4 PRODUCT DATA

A. Collect Product Data into a single submittal for each system or element of construction.

Mark each copy to show specific product choices and options applicable to the project.

Product Data shall include the following information, where applicable:

1. Manufacturer's printed recommendations.

2. Compliance with recognized trade association standards.

3. Compliance with recognized testing standards.

4. Applicability of testing agency labels and seals.

5. Notation of dimensions verified for fit by field measurements.

6. Notation of coordination requirements.

B. Preliminary Submittal: Prior to submittal of complete Product Data, submit a preliminary single copy of that part of Product Data when selection of options is required, such as for color charts. Preliminary submittal will be returned, with selection noted, for the

Contractor's use in subsequent submittals.

C. Submittals: Unless otherwise indicated, submit 3 copies of each Product Data submittal.

Two copies will be retained, and the remaining copy will be marked with action taken and returned.

D. Material and Product substitution shall be in accordance with FAR 52.211-6.

1.5 SAMPLES

A. Submit full-size, fully fabricated samples, cured and finished in the manner specified.

Samples shall be physically identical to the material or product proposed for use.

B. Preliminary Submittal: Where color, pattern, texture or similar characteristics are to be selected from a manufacturer's range of standard choices, submit a preliminary single set sample of available choices when required by the CO.

1.6 OTHER QUALITY ASSURANCE SUBMITTALS

A. Submit other quality assurance submittals in compliance with requirements in the individual specification sections.

1.7 REVIEW ACTION ON SUBMITTALS

A. Except for submittals for the record or for information or for another purpose where no action and return is required, the Government will review submittals and mark returned copies to indicate action taken within a maximum time period of 15 days.

B. Submittals that do not contain an appropriate marking of approval by the Government shall not be used for construction.

PART 2 - PRODUCTS (Not applicable)

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END OF SECTION 013300

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SECTION 014000 - QUALITY CONTROL

1.1 SUMMARY

A. This section, FAR 52.246-1 and FAR 52.246-12 include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract.

B. This section includes requirements for quality control services: bedding gradation tests, water tests, and concrete cylinder, slump and air tests.

1.2 RESPONSIBILITIES

A. The Contractor shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and make them available to the government.

B. The Contractor shall employ and pay for a qualified independent testing agency (Testing

Agency) to perform the quality control services.

C. The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract.

D. The Testing Agency shall provide qualified personnel to perform required inspections and tests.

E. The Testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections.

F. The Contractor and or/Testing Agency shall notify within 1 business day of any deficient tests.

1.3 SUBMITTALS

A. The Contractor shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Government.

PART 2 - PRODUCTS

1. Testing of Concrete Slab. See Division 03.

PART 3 - EXECUTION

END OF SECTION 014000

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SECTION 014200 - REFERENCES

1.1 DEFINITIONS

A. General Explanation: Specification language often includes terms that are defined elsewhere in the Contract including the Construction Clauses. Certain terms are defined in this section.

These definitions or explanations are not necessarily complete or exclusive, but are general for the Work and may be explained more explicitly in other sections.

B. "General Conditions" refer collectively to the Construction Contract Clauses, Labor

Standards and the U.S. Department of Labor Wage Decision bound into the specifications.

C. "Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as

"shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated.

D. Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer (CO) shall provide this action, it is understood that only the CO has this authority unless the individual stated is so authorized in writing by the CO.

1. When the individual is so authorized by the CO, the Contractor may still appeal the action to the CO.

2. The CO’s decision will be final.

3. In no case shall the CO action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract.

E. "Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work.

F. "Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work.

G. "Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembling, installation and similar operations.

H. "Install" describes operations at the Project site, including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

I. "Provide" means to furnish and install, complete in place and ready for full use.

J. "Cutting" refers to removal of material by cutting, sawing, drilling, breaking, chipping, grinding, excavating and similar operations.

K. "Patching" refers to restoration of a surface to its original completed condition by filling, repairing, refinishing, closing and similar operations.

L. "Installer" is the Contractor or another entity engaged by the Contractor, either directly or indirectly through subcontracting, to perform a particular construction operation at the

Project site, including installation, erection, application and similar operations. Installers shall be skilled in the operations they perform.

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M. "Testing agency" or "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report the results of those inspections and tests.

N. "Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed with the

Contract, activating the time period for construction and establishing the completion date.

1.2 CODES AND STANDARDS

A. Applicability of Standards: Unless the Contract includes more stringent requirements, applicable construction industry standards have the same force and effect, to the extent referenced, as if bound or copied directly into the Contract. Such standards are made a part of the Contract by reference.

B. Codes: The Work shall be performed in compliance with the latest editions of the following codes: and standards:

1. IBC, IMC, IPC, NEC

2. FSH 7309.11,

3. USDA Space Management Policy (DR 1620-2),

4. Energy Conservation Standards for New Federal Commercial and Multi-Family High-

Rise Residential Buildings and New Federal Buildings(10 CFR Parts 433, 434, and 435),

5. USDA Sustainable Building Implementation Plan,

6. National Fire Protection Association (NFPA) Codes

7. Accessibility Guidelines and Standards, ABA

8. Universal Design

9. Built Environment Image Guide,

10. USDA Physical Security Handbook,

11. International Code Council,

12. EM-7100-15 Sign and Poster Guidelines for the Forest Service (2005), C. Conflicting Requirements. Where compliance with two or more standards is specified, comply with the most stringent requirement. Refer uncertainties, and requirements that are different but apparently equal, to the CO in writing for a decision before proceeding.

D. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the recognized name of a trade association, standards-producing organization, authority having jurisdiction or other entity applicable to the context of the particular provision. Except as otherwise indicated, refer to the current editions of the following publications for abbreviations:

1. "Encyclopedia of Associations: National Organizations of the U.S.", published by Gale

Research.

2. "National Trade and Professional Associations of the United States", published by

Columbia Books.

3. "Means Illustrated Construction Dictionary - New Unabridged Edition" published by R.S.

Means Company, Inc.

E. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the associated names. The following names may be referenced in the Contract:

1. AASHTO - American Association of State Highway and Transportation

2. ACI - American Concrete Institute

3. ABA – Architectural Barriers Act http://fsweb.mtdc.wo.fs.fed.us/everyday_hazmat/nfpacodes.htm http://fsweb.mtdc.wo.fs.fed.us/toolbox/acc/acc04.htm http://fsweb.wo.fs.fed.us/eng/facilities/beig.htm http://www.hqnet.usda.gov/physicalsecurity/manual.htm http://www.iccsafe.org/ http://fsweb.wo.fs.fed.us/eng/roads_trails/signs_05/index.htm

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4. ADA – American’s with Disabilities Act

5. ADAAG – Americans with Disabilities Act Accessibility Guidelines

6. AI - Asphalt Institute

7. AISC - American Institute of Steel Construction

8. AITC - American Institute of Timber Construction

9. ALSC – American Lumber Standard Committee

10. ANSI - American National Standards Institute

11. ASME – American Society of Mechanical Engineers International

12. ASTM - American Society for Testing and Materials

13. AWPA - American Wood-Preservers' Association

14. AWS - American Welding Society

15. AWWA - American Water Works Association

16. CABO - Council of American Building Officials

17. CFR - Code of Federal Regulations

18. CRSI - Concrete Reinforcing Steel Institute

19. CS - Commercial Standard (U.S. Dept. of Commerce)

20. CSI - Construction Specifications Institute

21. DOT – Department of Transportation

22. EIA - Electronic Industries Association

23. EPA - Environmental Protection Agency

24. FS - Federal Specification (Publications available from GSA)

25. GSA - General Services Administration

26. IBC – International Building Code

27. IFC – International Fire Code

28. IPC – International Plumbing Code

29. ICBO – International Conference of Building Officials

30. MCAA – Mechanical Contractors Association of America

31. MSS-Manufacturers Standardization Society of the Valve and Fittings Industry Inc.

32. NECA – National Electrical Contractors Association

33. NEMA - National Electrical Manufacturers Association

34. NEC – National Electrical Code

35. NFPA - National Fire Protection Association

36. OSHA - Occupational Safety and Health Administration (U.S. Dept. of Labor)

37. PCA - Portland Cement Association

38. SSPC - Steel Structures Painting Council - The Society for Protective Coatings

39. SPF – Spray Polyurethane Foam

40. UFAS – Uniform Federal Accessibility Standards

41. UL - Underwriters Laboratories Inc.

42. IMC – International Mechanical Code

43. IPC – International Plumbing Code

44. USDA - U.S. Department of Agriculture

PART 2 - PRODUCTS (Not applicable)

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END OF SECTION 014200

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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SUMMARY

A. Provide temporary utilities, support facilities, protection and controls required for construction activities in accordance with this specification and FAR 52.236-10.

B. The Contractor shall supply separate construction office trailers on the work site of at least

12’ by 16’ in size for the Contractor and the Government.

C. Provide a self-contained toilet on site for use by the Government and Contractor.

D. Provide project work signs and secured areas to direct safe construction operations.

1.2 UTILITY USE CHARGES

A. The Contractor may use the utility service.

1.3 QUALITY ASSURANCE

A. Standards and Regulations: Comply with industry standards, codes, and with applicable laws and regulations of authorities having jurisdiction.

B. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits.

PART 2 - PRODUCTS

2.1 EQUIPMENT

A. Temporary Offices: Prefabricated or mobile units or similar job-built enclosures, inclusive of but not limited to lockable entrances, operable windows, serviceable finishes, heating and air conditioning, electric power and lighting, and foundations adequate for the loads.

B. Self-Contained Toilet Units: Temporary single-occupant toilet units for use by all construction personnel. Units shall be properly vented and fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material.

C. Fire Extinguishers: Hand-carried portable UL-rated fire extinguishers shall be Class A extinguishers for temporary offices and similar spaces.

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

A. Temporary Electric Power Service, Heating and Lighting: Electrical service is available at various locations around the sites. The Contractor shall have free use of the electrical service. Contractor shall provide electric generators or other temporary means where electric service is not readily available.

B. Temporary Heat and Ventilation: Provide temporary heat and ventilation required, including curing or drying completed installations and protecting construction from adverse effects of

Sylvania Clark Lake Day-Use Facility 22 low temperatures and high humidity. Protect personnel from fumes and other harmful effects.

C. Temporary Telephone Service: There is a pay phone located at the Entry Station. If a jobsite telephone is desired, the contractor must make arrangements with the telephone company.

3.2 TEMPORARY SUPPORT FACILITIES

A. Staging area – Portions of the site may be used as staging areas for contractor equipment, material storage and temporary offices. The staging areas shall be cleaned and restored to original condition upon the completion of the project. Coordinate staging area locations with the Forest Service CO.

B. Temporary Enclosures: Provide temporary enclosures for protection of construction.

C. Collection and Disposal of Waste: Collect waste daily and dispose of material lawfully.

3.3 TEMPORARY PROTECTION FACILITIES

A. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Use appropriate colors, graphics, and warning signs to inform of the hazards. Where appropriate and needed, provide lighting, including flashing red or amber lights.

B. The buildings will be closed during the construction period. However, access to the general area by the public, hikers, hunters, and fisherman may occur at any time.

3.4 OPERATION, TERMINATION, AND REMOVAL

A. Maintenance: Maintain facilities in good operating condition until removal.

B. Removal: Each temporary facility shall be removed when its service has ended.

C. Prior to project completion, replace clean and restore permanent facilities used during the construction period.

END OF SECTION 015000

Sylvania Clark Lake Day-Use Facility 23

SECTION 015713 - TEMPORARY EROSION AND SEDIMENT CONTROL

1.1 SECTION INCLUDES

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

D. Compensation of Government for fines levied by authorities having jurisdiction due to non-compliance by Contractor.

1.2 RELATED REQUIREMENTS

A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris.

B. Section 31 2200 - Grading: Temporary and permanent grade changes for erosion control.

C. Section 32 1123 - Aggregate Base Courses: Temporary and permanent roadways.

D. Section 32 9219 - Seeding: Permanent turf for erosion control.

E. Section 32 9223 - Sodding: Permanent turf for erosion control.

F. Section 32 9300 - Plants: Permanent plantings for erosion control.

1.3 REFERENCE STANDARDS

A. ASTM D 4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007.

B. ASTM D 4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity;

1999a (Reapproved 2004).

C. ASTM D 4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2004.

D. ASTM D 4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles;

1991 (Reapproved 2003).

E. ASTM D 4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile;

2004.

F. ASTM D 4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002.

G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction

General Permit; current edition.

1.4 PERFORMANCE REQUIREMENTS

A. Comply with all requirements of the Soil Erosion and Sedimentation Control (SESC) Permit for this project. The Permit references Part 91, Soil Erosion and Sedimentation Control of the

Natural Resources and Environmental Protection Act (NREPA), 1994 PA 451, as Amended.

Refer to Drawing C0.01 for additional Soil Erosion and Sedimentation Control Requirements.

B. The Contractor shall provide a "Certified Storm Water Operator" for the project as required by

Sylvania Clark Lake Day-Use Facility 24

SESC Permit.

C. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits.

1. Contractor will obtain permits and pay for fees and securities required by authority having jurisdiction, including the SESC permit.

2. Government will withhold payment to Contractor equivalent to all fines resulting from non-compliance with applicable regulations.

D. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

E. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

F. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Government.

G. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Government.

H. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Government; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

I. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Government; remove deposited sediments; comply with requirements of authorities having jurisdiction.

J. Open Water: Prevent standing water that could become stagnant.

K. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

1.5 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

Sylvania Clark Lake Day-Use Facility 25

C. Maintenance Instructions: Provide instructions covering inspection and maintenance for temporary measures that must remain after Substantial Completion.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Mulch: Use one of the following:

1. Straw or hay, 95% free of noxious weeds.

2. Wood waste, chips, or bark.

3. Erosion control matting or netting.

4. Polyethylene film, where specifically indicated only.

B. Temporary Grass Seed: Annual Rye 45%, Alsike Clover 23%, Cr. Red Fescue 23%, Ladino

Clover 9%.

C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with

ASTM D 4751.

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D 4491.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D 4355 after 500 hours exposure.

4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D 4632.

5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D 4632.

6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D 4533.

D. Silt Fence Posts: One of the following, minimum 5 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot.

2. Hardwood, 2 by 2 inches in cross section.

E. Gravel: See Section 32 1123 for Drainage Aggregate.

F. Bioroll: Conform to the detail on the plan.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.2 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.3 SCOPE OF PREVENTIVE MEASURES

A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required.

B. Construction Entrances: Traffic-bearing aggregate surface.

1. Width: As required; 20 feet, minimum.

2. Length: 50 feet, minimum.

3. Provide at each construction entrance from public right-of-way.

4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing

Sylvania Clark Lake Day-Use Facility 26 area out of direct traffic lane, with drain into sediment trap or basin.

C. Linear Sediment Barriers: Made of silt fences or biorolls as indicated on the drawings.

1. Provide linear sediment barriers:

a. Along downhill perimeter edge of disturbed areas, including soil stockpiles.

b. Along the toe of cut slopes and fill slopes.

c. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space as indicated on drawings.

D. Soil Stockpiles: Protect using one of the following measures:

1. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay that’s 95% free of noxious weeds.

E. Mulching: Use only for areas that may be subjected to erosion for less than 6 months.

1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required.

F. Temporary Seeding: Use where temporary vegetated cover is required.

3.4 INSTALLATION

A. Traffic-Bearing Aggregate Surface:

1. Excavate minimum of 6 inches.

2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints.

3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone.

B. Silt Fences:

1. Store and handle fabric in accordance with ASTM D 4873.

2. Install with top of fabric at nominal height and embedment indicated on drawings.

3. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post.

4. Fasten fabric to steel posts using wire, nylon cord, or integral pockets.

5. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet.

C. Biorolls:

1. Install according to the detail shown on the plans.

D. Mulching Over Small and Medium Areas:

1. Dry Straw and Hay: Apply 4 to 6 inches depth.

2. Wood Waste: Apply 2 to 3inches depth.

3. Erosion Control Matting: Comply with manufacturer's instructions.

E. Temporary Seeding:

1. When hydraulic seeder is used, seedbed preparation is not required.

2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate.

3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft.

4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft.

5. Incorporate fertilizer into soil before seeding.

6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep

Sylvania Clark Lake Day-Use Facility 27 deep.

7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion.

8. Repeat irrigation as required until grass is established.

3.5 MAINTENANCE

A. Inspect preventive measures weekly, or within 24 hours after the end of any storm what discharges storm water runoff form the project site.

B. Repair deficiencies immediately.

C. Silt Fences:

1. Promptly replace fabric that deteriorates unless need for fence has passed.

2. Remove silt deposits that exceed one-third of the height of the fence.

3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

D. Biorolls: Remove silt deposits that exceed one-third of the height of the bioroll. Replace bioroll or restake as necessary.

E. Clean out temporary sediment control structures weekly and relocate soil on site.

F. Place sediment in appropriate locations on site; do not remove from site.

3.6 CLEAN UP

A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Contracting Officer.

B. Clean out temporary sediment control structures that are to remain as permanent measures.

C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

END OF SECTION 015713

Sylvania Clark Lake Day-Use Facility 28

SECTION 015950 - SAFETY AND HEALTH

1.1 SUMMARY

A. References: In addition to publications referenced in the Contract and FAR 52.236-13, the following Code of Federal Regulations (CFR) publications designate and define hazardous materials and conditions, and establish procedures for handling these materials and conditions.

1. 29 CFR, Part 1910: Occupational Safety and Health Administration (OSHA) General

Industry and Health Standards.

2. 29 CFR, Part 1926: OSHA Construction Industry Standards.

3. 40 CFR, Part 61: National Emission Standards for Hazardous Air Pollutants.

4. 40 CFR, Part 261: Environmental Protection Agency (EPA) Characteristics of

Hazardous Waste.

5. 40 CFR, Part 761, EPA Polychlorinated Biphenyls (PCBs), Manufacturing, Processing, Distribution in Commerce and Use Prohibitions.

B. Acquisition of Publications: Referenced CFR publications may be purchased from the

Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402.

1.2 SAFETY MEETING

A. Prior to commencing construction, representatives of the Contractor, including the

Superintendent, shall meet with the Government to review the Contract's safety and health requirements.

B. The Contractor's safety and health program shall be reviewed, and implementation of safety and health provisions pertinent to the Work shall be discussed.

1.3 COMPLIANCE WITH REGULATIONS

A. Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable codes, standards and regulations pertaining to the health and safety of personnel during execution of the Work. The Contractor shall have written safety and health programs in compliance with 29 CFR Parts 1910 and 1926.

1.4 SUBMITTALS

A. Safety and Health Programs: The Contractor shall submit, for approval, copies of the project safety and health programs, as applicable to the work scope, or required as a result of the safety meeting, including but not necessarily limited to the following:

1. Occupational Noise Exposure.

2. Fall Protection.

3. Personnel Protective Equipment.

4. Control of Hazardous Energy.

5. Electrical Safety Related Work Practices.

6. Lead.

7. Respirator Protection.

Sylvania Clark Lake Day-Use Facility 29

8. Confined spaces.

PART 2 - PRODUCTS

2.1 PERSONNEL PROTECTIVE EQUIPMENT

A. Special facilities, devices, equipment and similar items used by the Contractor in execution of the Work shall comply with 29 CFR Part 1910, Subpart I and other applicable regulations.

PART 3 - EXECUTION

3.1 EMERGENCY SUSPENSION OF WORK

A. In accordance with FAR 52.236-13, when the Contractor is notified by the Government, of non-compliance with safety or health provisions of the Contract, the Contractor shall immediately, correct the unsafe or unhealthy condition. In accordance with FAR 52.236-14 if the Contractor fails to comply promptly, all or part of the Work will be stopped by

Government notice. The Contractor shall not be allowed any extension of time or compensation for damages in connection with a work stoppage for unsafe or unhealthy conditions.

3.2 PROTECTION OF PERSONNEL

A. The Contract shall take all necessary precautions to prevent injury to the public, occupants, or damage to property of others.

3.3 ENVIRONMENTAL PROTECTION

A. Dispose of solid, liquid and gaseous contaminants in accordance with local codes, laws, ordinances and regulations.

B. Comply with applicable federal, state and local noise control laws, ordinances and regulations, including but not limited…