3. Project Specifications.pdf

Helitack H-528 Office Trailer Utility Connections Santa Barbara Ranger District, Los Padres National Forest

U.S. FOREST SERVICE

REGION 5

LOS PRIETOS HELITACK H-528 OFFICE TRAILER

UTILITY CONNECTIONS

PROJECT SPECIFICATIONS

Los Padres National Forest

TABLE OF CONTENTS 00 01 10-2

SECTION 00 01 10

TABLE OF CONTENTS

Division 0: INTRODUCTORY INFORMATION

00 01 10 Table of Contents

Division 1: GENERAL REQUIREMENTS

01 00 40 Project Coordination

01 06 00 Regulatory Requirements

01 40 10 Quantity Measurement

01 50 00 Temporary Facilities and Controls

01 60 00 Product Requirements

01 70 00 Execution and Closeout Requirements

01 78 00 Closeout Submittals

01 90 00 Mobilization

TABLE OF CONTENTS 00 01 10-3

Division 2: EXISTING CONDITIONS

02 41 16 Removal of Structures and Obstructions

Divisions 3: NOT USED

Divisions 4: NOT USED

Division 5: NOT USED

Division 6: NOT USED

Division 7: NOT USED

Division 8: NOT USED

Division 9: NOT USED

Division 10: NOT USED

Division 11: NOT USED

Division 12: NOT USED

Division 15: NOT USED

TABLE OF CONTENTS 00 01 10-4

Division 22: PLUMBING

22 05 23 Valves and Enclosures

22 08 00 Disinfection of Water Distribution System

22 11 00 Water Distribution System

22 11 14 Liquefied Petroleum Gas System

22 13 13 Gravity Sewer Lines

Division 23: NOT USED

Division 26: ELECTRICAL

26 00 00 Electric Basic Requirements

26 05 09 Equipment Wiring

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 29 Hangers and Supports for Electrical Systems and Equipment

26 05 33 Raceways

26 05 34 Boxes

26 05 53 Identification for Electrical Systems

26 05 73 Electrical Distribution System Studies

26 08 05 Electrical Acceptance Testing

26 24 16 Panelboards

26 28 00 Overcurrent Protective Devices

26 28 16 Enclosed Switches and Circuit Breakers

Division 27: NOT USED

TABLE OF CONTENTS 00 01 10-5

Division 31: EARTHWORK

31 20 00 Earth Moving

31 31 19 Weed and Disease Prevention

31 50 00 Trenching and Backfilling

Division 32: EXTERIOR IMPROVEMENTS

32 11 00 Base Courses

32 12 16 Asphaltic Concrete Paving and Base Material

32 12 17 Pavement Markings and Accessories

END OF SECTION

PROJECT COORDINATION 01 00 40-1

SECTION 01 00 40

PROJECT COORDINATION

PART 1 – GENERAL

1.1 SCOPE

A. This Section specifies administrative and supervisory requirements necessary for

Project coordination including, but not necessarily limited to:

1. Coordination.

2. Contractor's personnel.

3. General installation provisions.

4. Cleaning and protection.

1.2 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the

Work. Coordinate construction operations included under different Sections of the

Specifications that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1.3 SUBMITTALS

A. Coordination Drawings: Prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Indicate required installation sequences.

PROJECT COORDINATION 01 00 40-2

2. Comply with requirements contained in Section "01 30 00 Administrative

Requirements."

PART 2 – PRODUCTS

Not Applicable.

PART 3 – EXECUTION

3.1 GENERAL INSTALLATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

C. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

D. Provide attachment and connection devices and methods necessary for securing

Work. Secure Work true to line and level. Allow for expansion and building movement.

E. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to the

Contracting Officer for final decision.

F. Recheck measurements and dimensions, before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

H. Coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose.

I. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Contracting Officer for final decision.

PROJECT COORDINATION 01 00 40-3

3.2 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration.

B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

REGULATORY REQUIREMENTS GENERAL 01 06 00-1

SECTION 01 06 00

REGULATORY REQUIREMENTS GENERAL

1.1 SCOPE

A. This section describes the codes and standards which apply to the work in this contract. Additional codes and standard may be cited in sections to which they apply.

1.2 CODES AND STANDARDS

A. The following codes and standards shall apply to the work in this contract:

1. The following are the Codes to be used for the project. The Contractor shall use the latest adopted building code. In the case of conflicting codes the most stringent Code shall apply.

a. National Electric Safety Code.

b. International Fire Code with County of Los Angeles amendments.

c. International Building Code.

d. Uniform Mechanical Code.

e. ASHRAE/IESNA Standard 90.1, Energy Standard For Buildings

Except Low Rise Residential Buildings.

f. Uniform Plumbing Code.

g. NFPA 101.

h. NFPA 13: Standard for the Installation of Sprinkler Systems.

i. Cal/OSHA Construction and Electrical Safety Orders including updates.

j. Stormwater Management for Federal Facilities under Section 438 of the Energy Independence and Security Act to obtain a 2009- 0009-

DWQ Construction general permit, Effective start July 1, 2010.

k. American with Disabilities Act and Architectural Barriers Act

Accessibility Guidelines, July 3, 2004.

l. State of California Codes:

1) California Building Code‚ Title 24‚ Part 2 (First Printing) includes Supplements thru Jan 09.

2) California Existing Building Code‚ Title 24‚ Part 10 (First

Printing).

3) California Energy Code‚ Title 24‚ Part 6 (First Printing)‚ includes Supplements thru January 10.

4) California Administrative Code‚ Title 24‚ Part 1 (First

Printing)‚ includes Supplements thru Januarfy 10.

5) California Referenced Standards Code‚ Title 24‚ Part 12

(First Printing).

REGULATORY REQUIREMENTS GENERAL 01 06 00-2

6) California Administrative Code, Title 24, (First Printing) including Supplements thru January 10.

7) Construction General Permit, State Water Quality Board.

2. Other Federal Requirements:

a. National Environmental Policy Act (NEPA).

b. The Forest Service prepared and submitted NEPA Through compliance with section 106 in prior undertakings, the agency has evaluated the structures within the complex. In consultation with the

California Office of Historic Preservation, it has been determined, by consensus, that no historic properties are located in the APE for the current undertaking. The Environmental Assessment Document was issued and a Decision Notice Decision Notice and Finding of

No Significant Impact was filed.

c. EPA's Final Guidance on Environmentally Preferable Purchasing.

d. EPA's Comprehensive Procurement Guidelines for recovered content.

e. USDA's BioPreferred Program.

f. ENERGY STAR® & DOE Federal Energy Management Program

(FEMP)

g. Product Efficiency Recommendations.

h. Energy Policy Act of 2005 and the Energy Independence and

Security Act of 2007, Section 483, Storm water Requirements.

B. Unless otherwise specified in this contract, reference to a specific standard or specification shall mean the latest edition or amendment in affect on the date of the invitation to bid.

1.3 DEFINITIONS

A. Administrative Authority as used in the Uniform Mechanical Code, the Uniform

Plumbing Code and the National Electrical Code will be the Contracting Officer.

B. Building Official as used in the Uniform Fire Code, International Building Code

Standards will be the Contracting Officer.

PART 2 – PRODUCTS

Not Used

REGULATORY REQUIREMENTS GENERAL 01 06 00-3

PART 3 – EXECUTION

Not Used

QUANTITY MEASUREMENT 01 40 10-1

SECTION 01 40 10

QUANTITY MEASUREMENT

PART 1 – GENERAL

1.1 SCOPE

A. This work shall consist of providing quality control in conformance with the

Inspection of Construction provisions of this contract to ensure compliance with the drawings, specifications, and provisions of the contract, and measuring the quantities of completed work in conformance with the provisions of the applicable specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification.

1.2 RELATED WORK

A. The work shall be in accordance with the following subsidiary specifications. The subsidiary specifications are referred to in the text by the Section designation only.

1. Section 02 40 00 – Demolition.

2. Section 31 23 00 – Excavation and Fill.

3. Section 31 23 17 – Trenching.

1.3 MEASUREMENT AND PAYMENT

A. No payment under this section.

B. Payment will be prorated on the percentage of work accomplished on the related pay item that meets specifications.

PART 2 – PRODUCTS

Not Used.

PART 3 – EXECUTION

3.1 QUALITY CONTROL SYSTEM AND QUANTITY MEASUREMENT

A. The Contractor shall provide and maintain a quality control system that will ensure that all services, supplies, and construction required under this contract

QUANTITY MEASUREMENT 01 40 10-2

conform to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all supplies, services, and construction conform to the contract requirements.

B. The Contractor shall also perform, or cause to be performed, all measurement of quantities of materials incorporated into the work or work processes that are to be measured under the provisions of the contract.

C. Quality Control Plan: The Contractor shall submit in writing the following:

1. Authorities and responsibilities of inspection and testing personnel.

2. Experience and qualifications of inspection and testing personnel to be assigned and name and location of any (for hire) testing facility to be used.

D. Approval of Quality Control Plan: The Contractor's proposed quality control plan for all items requiring quality control shall be submitted to the Engineer for review prior to the Contractor commencing work. Within five (5) days of receipt of plan, the Engineer shall notify the Contractor whether the plan adequately covers quality control requirements. Construction work shall not be performed prior to

Contractor's receipt of written approval of the proposed plan. The Contractor shall submit to the Engineer, in writing, any proposed changes in the approved quality control plan. Proposed changes shall not be put into effect until approved in writing by the Engineer.

E. Sampling, Testing, Inspection, and Measurement of Quantities: The Contractor shall provide and maintain appropriate measuring and testing devices, equipment, and supplies to accomplish the required measurement, testing, and inspection in a timely manner. Tests, measurements, and certifications shall be made as required by the drawings and specifications. The Contractor shall take samples and perform inspections and tests necessary to achieve the quality of construction required by the contract and make required measurements of work under this contract performed onsite or offsite. Sampling and testing frequency for specific items shall be shown on the Drawings, Specifications or in the table below.

Item

Subsection

Certification or Test Required

Cert. or

Test By

Required

Test

Frequency

02201 02201,3.06 Compaction CC F 3

02201 02201,3.06 Compaction PE D 1 per material type

02220 02220,3.03B Compaction CC F 7

02220 02220,3.03B Compaction PE D 1 per material type

02550 02550,3.07 Surface and Thickness CC 2

02550 02550,3.04 Compaction PE F 2

QUANTITY MEASUREMENT 01 40 10-3

Item

Subsection

Certification or Test Required

Cert. or

Test By

Required

Test

Frequency

02550 02550,1.01 Job Mix Formula SC 1 per source

03300 03300,1.04 Cert. of Agg. Gradation and Design Mix

SC

1 per proposed mix design

03300 03300,3.7D Test Cylinders CC 3 per truck

03300 03300,3.7F Slump Test CC 1 per truck

03300 03300,3.7F Air Entrainment Test CC 1 per truck

03300 03300,3.7G Batch Cert. SC 1 per truck

07210 07210,3.4A Quality Insulation Installation HERS CA Title 24 Prior to closing-in.

Notes: Key to “Cert. Or Test By:”

SC: Certification by supplier or manufacturer

CC: Certification and/or testing by contractor

PE: Sampling and testing under the direction of and certified by a registered Engineer or certified lab.

Key to “Required Test:”

D: Maximum density and optimum moisture content.

F: Field density and moisture content. If there is no entry under this column, refer to the parent specification to determine the test(s) required. Field density tests shall be performed in the presence of the Contracting Officer and at locations agreed upon with the Contracting Officer.

Where “random sample” is specified in this table, it is to be a statistically random sample.

3.2 RECORDS OF INSPECTION, TESTS, AND MEASUREMENT

A. Inspection and Tests: The Contractor shall maintain current records of all inspections and tests performed.

The following format or one containing the following information will be acceptable to the government:

Project Contract No.

Pay Item No. Test Date Station Standard Results Test By (Initials)

The Contractor shall certify in writing that all inspections and tests were performed in accordance with specifications.

B. As-built Drawings: The Contractor shall maintain a set of the contract drawings depicting as-built conditions. These drawings shall be maintained in a current condition and shall be available for review. All variations from contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built drawings shall be submitted to the Engineer.

QUANTITY MEASUREMENT 01 40 10-4

3.3 CERTIFICATIONS AND MEASUREMENTS

A. Off-site Produced Materials: The Contractor shall furnish certificates executed by the manufacturer, supplier, or vendor, stipulating that all offsite produced materials incorporated into the work meet the applicable requirements shown on the

Drawings or stated in the specifications. Incidental purchases needed to remedy minor shortages of material shall be certified by the Contractor.

B. Quantity Measurements: The Contractor shall make all measurements for computation of quantities for all work items except those specified for payment by

Designed Quantity (DQ). The Contractor shall compute the quantities for periodic progress payments; the Engineer will compute the quantities for the final payment based on measurements taken by the contractor. All Contractor measurements are subject to verification. The Contractor shall submit all field notes, calculation sheets, and other data used to determine quantities. The Contractor shall certify in writing as to the accuracy of the measurements and computations submitted.

The following format or one containing the following information will be acceptable to the Government:

Project Contract No.

Quantity or Measured By Pay Item No. Date Station Measurement (Initials)

TEMPORARY FACILITIES AND CONTROLS 01 50 00-1

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Temporary utilities.

B. Temporary telecommunications services.

C. Temporary telephone service.

D. Temporary sanitary facilities.

E. Temporary Controls: Barriers, enclosures, and fencing.

F. Security requirements.

G. Vehicular access and parking.

H. Waste removal facilities and services.

I. Project identification sign.

J. Field offices.

K. Use of Site/Clean up

1.2 QUALITY ASSURANCE

A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to:

1. Building code requirements.

2. Health and safety regulations.

3. Utility company regulations.

4. Police and fire department rules.

5. Environmental protection regulations.

B. Standards: Comply with following:

1. NFPA 241 “Standard for Safeguarding Construction, Alterations, and

Demolition Operations.”

TEMPORARY FACILITIES AND CONTROLS 01 50 00-2

2. ANSI A10 Series standards for “Safety Requirements for Construction and Demolition.”

3. NECA Electrical Design Library “Temporary Electrical Facilities.”

C. Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70 “National Electric

Code.”

D. Inspections:

1. Arrange for authorities having jurisdiction to inspect and test each temporary utility before use.

2. Obtain required certifications and permits.

1.3 TEMPORARY UTILITIES

A. Contractor to provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.

B. New permanent facilities may not be used until occupied by Government.

C. Heating and Air Conditioning Units: Provide temporary heating and air conditioning units that have been tested and labeled by UL, FM, or another recognized trade association related to type of fuel being consumed.

D. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire extinguishers for temporary offices and similar spaces. In other locations, provide hand-carried, portable, UL-rated, Class ABC dry-chemical extinguishers or a combination of extinguishers of NFPA recommended classes for exposures.

E. Temporary Fire Protection:

1. Install and maintain temporary fire protection facilities of types needed to protect against reasonably predictable and controllable fire losses until permanent fire protection facilities are operable.

2. Comply with NFPA 10 and NFPA 241.

3. Store combustible materials in containers in fire safe locations.

4. Maintain unobstructed access to fire protection equipment.

5. Provide supervision of welding operation, combustion type temporary heating units, and similar sources of fire ignition.

1.4 TELECOMMUNICATIONS SERVICES

A. Contractor to provide, maintain, and pay for telecommunications services to field office at time of project mobilization.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-3

B. Telecommunications services shall include:

1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer.

2. Telephone Land Lines: One line, minimum; one handset per line.

3. Internet Connections: Minimum of one

4. Email: Account/address reserved for project use.

5. Facsimile Service: One dedicated line fax machine/printer.

6. Videoconferencing Capability for meetings during construction.

C. Provide, maintain and pay for facsimile service and a dedicated telephone line to field office at time of project mobilization.

D. Electronic correspondence: Contractor to set up phone lines and computers to facilitate electronic communications at job site.

1.5 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Provide self-contained, single-occupant toilet units of chemical, aerated recirculation or combustion type.

C. Provide units properly vented and fully enclosed with a fiber-glass-reinforced polyester shell or similar non-absorbent material.

D. Wash Facilities:

1. Install wash facilities supplied with potable water at convenient locations for personnel involved in handling materials that require wash-up.

2. Dispose of drainage properly. Supply cleaning compounds.

3. Provide safety showers, eyewash fountains and similar facilities for safety and sanitation of personnel.

E. Drinking Water Facilities: Provide containerized tap-dispenser bottled-water type drinking water units.

1.6 LIFT AND HOISTS

A. Temporary Lifts and Hoists:

1. Provide facilities for hoisting materials and employees.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-4

2. Truck cranes and similar devices used for hoisting materials are considered “tools and equipment” and not temporary facilities.

1.7 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades required by governing authorities for public rights-of-way.

Comply with standards and codes for erection of structurally adequate barricades.

C. Provide appropriate warning signs to inform personnel and public of hazards being protected against.

D. Provide protection for plants designated to remain. Replace damaged plants.

E. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.8 FENCING

A. Construction: Commercial grade chain link fence.

1.9 EXTERIOR ENCLOSURES

A. Provide temporary insulated weather tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons.

Provide access doors with self-closing hardware and locks.

1.10 NEPA REQUIREMENTS

A. The following is a list of mitigation measures required to be performed by the

Contractor.

1. Construction Noise and Dust: Watering of ground disturbance areas will be performed to minimize construction-related dust.

2. To minimize or avoid potential impacts associated with the proposed action, the following management recommendations are proposed:

3. Any reseeding or planting plans must first be approved by the Forest

Botanist. Any landscaping will utilize native plants appropriate to the site conditions.

4. Any mulch, hay or rice straw brought to the site must be certified weed free.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-5

5. During project implementation and after the project is completed, monitor the site for noxious weeds. Monitoring should be conducted monthly for the first year and then on a bi-monthly basis. District personnel can be trained by the Forest Botanist to conduct this monitoring activity. Any new populations of noxious weeds will be immediately treated as directed by the

Forest Botanist.

6. All appropriate Forest Best Management Practices (BMPs) shall be implemented to minimize damage to surface soil structure and to reduce potential for erosion and sediment transport to drainages due to project activities.

7. Equipment refueling must be conducted in a manner that will ensure no contamination of soils or water will occur. Refueling cannot occur within

100 feet of any drainage or riparian area.

8. All excavation must be implemented in a manner that reduces the potential for entrapment of small mammals, reptiles or amphibians. Drift nets or other exclusionary fencing can be placed around excavations to reduce the potential for individuals entering excavated areas. If an excavation is to remain open for more than 12 hours it must include some means for small mammals, reptiles and amphibians to escape. This can be accomplished by placement of a ramp that reasonably allows trapped individuals to crawl or walk out of the excavation. Before an excavation is backfilled, it must be checked to ensure that there are no live individuals inside. Backfilling cannot occur until the excavation is clear of all live individuals.

9. Project generated garbage must be properly stored/disposed of on a daily basis. When operations are complete, any excess materials or debris shall be removed from the work area.

10. All personnel involved in project implementation will receive a briefing from the project biologist to describe sensitive resources that may be encountered in the project area. Wildlife encountered during the course of project implementation should be given the opportunity to evacuate the site.

Personnel will be reminded that harassment, handling or removal of wildlife from the site is not permitted.

1.11 SECURITY

A. Provide security and facilities to protect Work, and Government’s operations from unauthorized entry, vandalism, or theft.

1.12 VEHICULAR ACCESS AND PARKING

A. Coordinate access and haul routes with governing authorities and the Contractors

Officer (CO).

1. Coordinate the use of the site access with the CO.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-6

B. Temporary Paving: Construct and maintain temporary roads and paving to accommodate traffic during construction period. Repair any existing roadways damaged during construction.

C. Provide and maintain access to fire hydrants, free of obstructions.

D. Provide means of removing mud from vehicle wheels before entering streets.

E. Existing on-site roads shall not be used for construction traffic.

F. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.

1.13 WASTE REMOVAL

A. See Section 01 74 19 – Construction Waste Management and Disposal, for additional requirements.

B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

C. Provide containers with lids. Remove trash from site periodically.

D. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

1.14 PROJECT IDENTIFICATION

A. Provide project identification sign of design and construction minimum size 4 feet x 8 feet identifying the Project, Design Build team and major subcontractors.

Include ARRA information and logo.

B. No other signs are allowed without Governments permission except those required by law.

1.15 CONTRACTORS FIELD OFFICES

A. Office: Weather-tight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table.

B. Provide space for Project meetings, with table and chairs to accommodate six (6) persons.

C. Locate offices a minimum distance of 30 feet from existing and new structures.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-7

1.16 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, and materials prior to

Substantial Completion inspection.

B. Clean and repair damage caused by installation or use of temporary work.

C. Restore/Repair existing and new permanent facilities used during construction to original condition.

1.17 TERMINATION AND REMOVAL

A. Remove each temporary facility when need has ended, when replaced by authorized use of a permanent facility, or no later than Substantial Completion.

B. Materials and facilities that constitute temporary facilities are Contractor’s property, except Project sign.

C. Substantial Completion: Clean and renovate permanent facilities used during construction period.

PART 2 – PRODUCTS

Not Used.

Not Used.

PRODUCT REQUIREMENTS 01 60 00-1

SECTION 01 60 00

PRODUCT REQUIREMENTS

A. General product requirements.

B. Transportation, handling, storage and protection.

C. Product option requirements.

D. Substitution limitations and procedures.

E. Spare parts and maintenance materials.

1.2 RELATED SECTIONS

A. Section 01 40 00 – Quality Requirements: Product quality monitoring.

1.3 REFERENCES

A. GreenSeal GS-36 – Commercial Adhesives; Green Seal, Inc.; 2000.

B. SCAQMD 1168 – South Coast Air Quality Management District Rule No.1168;

current edition; www.aqmd.gov.

1.4 DEFINITIONS

A. Products: Items purchased for incorporation in Work.

1. Term “product” includes terms “material,” “equipment,” “system,” and terms of similar intent.

2. “Named Products” are items identified by manufacturer’s product name, including make or model number or other designation, listed in manufacturer’s published product literature.

B. Materials: Products shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of Work.

C. Equipment: Product with operational parts, whether motorized or manually operated, that requires service connections, such as wiring or piping.

http://www.aqmd.gov/

PRODUCT REQUIREMENTS 01 60 00-2

1.5 SUBMITTALS

A. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

1. Submit with Response to Request for Proposal.

2. For products specified only by reference standards, list applicable reference standards.

B. 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.

C. 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.

D. 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.

1.6 QUALITY ASSURANCE

A. Source Limitations: Provide products of same kind from a single source to fullest extent possible.

B. Compatibility of Products: When given option of selecting products, Contractor is responsible for providing products and construction methods that are compatible with previously selected products and construction methods, or products specified to with those selected products to be compatible.

1.7 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle products according to manufacturer’s recommendations.

B. Schedule delivery to minimize long-term storage at site.

C. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, or other losses.

PRODUCT REQUIREMENTS 01 60 00-3

D. Deliver products to site in an undamaged condition in manufacturer’s original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

E. Inspect products upon delivery to ensure compliance with Contract Documents and to ensure that products are undamaged and properly protected.

F. Store products at site in a manner that will facilitate inspection and measurement of quantity or counting of units.

G. Store products subject to damage by weather above ground, under cover in a weather tight enclosure, and with ventilation adequate to prevent condensation.

Maintain temperature and humidity within range required by manufacturer’s instructions.

PART 2 – PRODUCTS

2.1 NEW PRODUCTS

A. Product Substitutions: Where products or manufacturers are named and accompanied by term equal, approved, or approved equal, comply with Product

Substitution Procedures to obtain approval of an unnamed product.

B. Specified Standards, Codes, and Regulations: Where compliance with an imposed code, standard, or regulation is specified, provide a product that complies with that code, standard, or regulation

C. Visual Matching: Where matching a sample, COR’s decision will be final on whether a proposed product matches satisfactorily.

D. Visual Selection: Where product requirements include phrase “...as selected from manufacturer’s standard colors, patterns, textures...” or a similar phrase, Design

Team will select color, pattern, and texture from product line selected that complies with other specified requirements.

E. 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.

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

1. Are extracted, harvested, and/or manufactured closer to the location of the project.

2. Have longer documented life span under normal use.

3. Result in less construction waste.

PRODUCT REQUIREMENTS 01 60 00-4

4. Are made of vegetable materials that are rapidly renewable.

G. Motors: Refer to Section 22 05 13, NEMA MG 1 Type. Specific motor type is specified in individual specification sections.

H. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities, sizes, and materials indicated. Size terminal lugs to NFPA 70, include lugs for terminal box.

I. Cord and Plug: Provide minimum 6 foot cord and plug including grounding connector for connection to electric wiring system. Cord of longer length is specified in individual specification sections.

2.2 PRODUCT OPTIONS

A. Specified Standards, Codes, and Regulations: Where compliance with an imposed code, standard, or regulation is specified, provide a product that complies with that code, standard, or regulation.

B. Inappropriate Product Selections:

1. If Contractor believes specified product, method, or system is inappropriate for use, Contractor to notify CO before performing Work in question.

2. If notice of objection is not received prior to delivery to site, it will be assumed by the Government that Contractor agrees specified products, methods, and systems are appropriate for use in Project.

PART 3 – EXECUTION

3.1 INSTALLATION OF PRODUCTS

A. Comply with manufacturer’s instructions and recommendations for installation of products in applications indicated.

1. Anchor each product securely in place, accurately located and aligned with other Work.

2. Clean exposed surfaces and protect as necessary from damage and deterioration.

3.2 SUBSTITUTION PROCEDURES

A. Definitions:

1. Substitutions: Contractor proposals for changes in products, materials, equipment, and methods of construction required by Contract Documents

PRODUCT REQUIREMENTS 01 60 00-5

made after award of Contract are not to be considered to be requests for substitution unless the product is unavailable.

2. Following are not considered to be requests for substitution:

a. Revisions to Contract Documents requested by CO.

b. Specified options of products and construction methods included in

Contract Documents.

c. Contractor’s determination of and compliance with regulations and orders issued by governing authorities.

B. Contractor's Responsibilities

1. Contractor’s responsibilities for substitution requests made after award of

Contract are as follows:

a. Provide same guarantee for accepted substitutions as for products specified.

b. Make changes in, and coordinate, Work as may be required to incorporate and install accepted substitutions.

c. Waive claims for additional costs which subsequently become apparent which are related to substitutions.

C. All requests for substitutions shall be submitted 10 working days prior to submittals for the Response to Proposals. Comply with requirements specified in this section.

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

E. Equality of different materials or products shall be determined by methods set forth in this Section.

1. No product or material shall be arbitrarily presumed to be "equal" without having first been so judged by appropriate procedures.

2. Provide comparison chart itemizing specified parts or components of specified and proposed substitutions.

3. Comparative analysis to be evaluated by CO approving substitution. CO will be judge of acceptability of any proposed substitution and decision is final.

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

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

b. Will provide the same warranty as for the specified product.

c. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to the Government.

PRODUCT REQUIREMENTS 01 60 00-6

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

F. 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. It is intended that substitutions are not permitted.

G. Substitution Submittal Procedure:

1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution on CSI Substitution Request Form.

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

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

4. CO will be sole judge of acceptability of any proposed substitution.

3.3 SUBSTITUTIONS REQUESTED AFTER AWARD OF CONTRACT

A. CO will receive and consider Contractor’s request for substitution after award of

Contract when one or more of following conditions are satisfied, as determined by

CO. If following conditions are not met, CO will return requests without action except to record noncompliance with these requirements.

1. Specified product cannot be provided within Contract time. CO will not consider request of products that cannot be provided as a result of failure to pursue product promptly or coordinate activities properly.

2. Specified product cannot receive necessary approval by a governing authority, and requested substitution can be approved.

3. Specified product cannot be coordinated with other materials and

Contractor certifies that proposed substitution can be coordinated.

4. Specified product cannot provide required warranty and Contractor certifies that proposed substitution provides warranty.

5. Requested substitution offers Government a substantial advantage in cost, time, or other considerations.

B. Contractor’s submittal and CO’s acceptance of Shop Drawings, Product Data, or

Samples for construction activities not complying with Contract Documents do not constitute an acceptable or valid request for substitution, nor do they constitute approval.

PRODUCT REQUIREMENTS 01 60 00-7

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

B. 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.

C. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. Maintain temperature and humidity within range required by manufacturer's instructions.

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00-1

SECTION 01 70 00

EXECUTION AND CLOSEOUT REQUIREMENTS

A. Examination, preparation, and general installation procedures.

B. Pre-installation meetings.

C. Surveying for laying out the work.

D. Cleaning and protection.

E. Starting of systems and equipment.

F. Demonstration and instruction of Government personnel.

G. Closeout procedures, except payment procedures.

1.2 RELATED SECTIONS

A. Section 01 50 00 – Temporary Facilities and Controls.

B. Section 01 78 00 – Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds.

1.3 SUBMITTALS

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00-2

A. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.

1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences.

2. Identify demolition firm and submit qualifications.

3. Include a summary of safety procedures.

B. Project Record Documents: Accurately record actual locations of capped and active utilities.

1.4 PROJECT CONDITIONS

A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.

B. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere.

C. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation including temporary measures such as berms, dikes, and drains, to prevent water flow.

D. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations during office hours, 7:00 am to 5:00 pm, Monday to

Saturday.

E. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations.

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00-3

1.5 COORDINATION

A. Coordinate scheduling, submittals, and work to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. All defective work must be repaired and completed prior to final payment.

B. Notify affected utility companies and comply with their requirements.

C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

D. Coordinate space requirements, supports, and installation of mechanical and electrical work. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.

F. After Government occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

PART 2 – PRODUCTS

Not Used.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.

B. Verify that utility services are available, of the correct characteristics, and in the correct locations.

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00-4

3.2 GENERAL INSTALLATION REQUIREMENTS

A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.

B. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.

3.3 UTILITY ALTERATIONS

A. Drawings showing existing construction and utilities are based on existing record documents only.

1. Verify that utility arrangements are as shown.

2. Report discrepancies to CO before disturbing existing installation.

3. Beginning of alterations work constitutes acceptance of existing conditions.

B. Services (Including but not limited to Fire Protection, Electrical, and

Telecommunications): Extend existing systems to accommodate new construction.

Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel.

C. Protect existing work to remain.

1. Perform cutting to accomplish removals neatly and as specified for cutting new work.

2. Repair adjacent construction damaged during removal work.

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00-5

3.4 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Control dust to remain in building during cleaning. The opening of doors and windows is not permitted.

C. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site.

D. See other Division 1 requirements for closing off ducts during construction and post occupancy flush out.

3.5 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.

3.6 SYSTEMS STARTUP

A. Coordinate schedule for start-up of various equipment and systems.

B. Notify CO seven (7) days prior to start-up of each item.

C. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.

D. Verify that wiring and support components for equipment are complete and tested.

E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions.

F. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.

G. Submit a written report that equipment or system has been properly installed and is functioning correctly.

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00-6

3.7 DEMONSTRATION AND INSTRUCTION

A. Demonstrate operation and maintenance of products to CO's personnel two (2) weeks prior to date of Substantial Completion.

B. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. Videotape procedures for use by CO.

C. For equipment or systems requiring seasonal operation, perform demonstration for other season within six (6) months.

D. Provide a qualified person who is knowledgeable about the Project to perform demonstration and instruction of owner personnel.

3.8 ADJUSTING

A. Adjust operating products and equipment to ensure smooth and unhindered operation.

3.9 FINAL CLEANING

A. Execute final cleaning prior to final project assessment.

B. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury.

3.10 CLOSEOUT PROCEDURES

A. Make submittals that are required by governing or other authorities and CO.

B. Accompany Owner's Representative on preliminary inspection to determine items to be listed for completion or correction in Contractor's Notice of Substantial

Completion.

C. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract

Documents and ready for CO's review.

D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner-occupied areas.

E. Complete items of work determined by CO’s final inspection and provide documentation this work is complete.

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00-7

3.11 MAINTENANCE SERVICE

A. Furnish service and maintenance of components indicated in specification sections during the warranty period.

B. Examine system components at a frequency consistent with reliable operation.

Clean, adjust, and lubricate as required.

C. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component.

D. Maintenance service shall not be assigned or transferred to any agent or

Subcontractor without prior written consent of the Government.

CLOSEOUT SUBMITTALS 01 78 00-1

SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Project Record Documents.

B. Operation and Maintenance Data.

C. Warranties and bonds.

D. Inspection procedures

1.2 RELATED SECTIONS

A. Section 01 70 00 – Execution and Closeout Requirements: Contract closeout procedures.

B. Individual Product Sections: Specific requirements for operation and maintenance data and warranties for specific products.

1.3 SUBMITTALS

A. Project Record Documents: Submit documents to CO with claim for final

Application for Payment.

B. Operation and Maintenance Data:

1. For equipment, or component parts of equipment put into service during construction and operated by Government, submit completed documents within ten days after acceptance.

2. Submit one copy of completed documents 15 days prior to final…