Attch_02_-_Arcata_Domestic_Water_&_Fire_Pump_Specifications_Final.PDF

DOMESTIC WATER AND FIRE PUMP 001500 – 1

REDWOOD SCIENCES LABORATORY LIST OF DRAWINGS AND SPECIFICTIONS

SECTION 001500

REDWOOD SCIENCES LABORATORY

DOMESTIC WATER AND FIRE PUMP

LIST OF DRAWINGS AND SPECIFICATIONS

PART 1 – GENERAL

1.1 DESCRIPTION

A. List of Contract Drawings:

1. Index of Sheets:

G-0 Title Sheet

FP-0 Photographs, Details, and Legends

FP-1

FP-2

Pump House Piping Modifications

Pump House Reference Pictures

4 Total Plan Sheets in this Contract

B. List of Contract Specifications

1. Index of Specifications

DIVISION 1 - GENERAL REQUIREMENTS

Section 001500 List of Drawings and Specifications

Section 010150 General Requirements

DIVISION 2 – EXISTING CONDITIONS

Section 028213 Asbestos Abatement

DIVISION 21 – FIRE SUPPRESSION

Section 211000 Water Based Fire Suppression Systems

DIVISION 22 – PLUMBING

Section 220500 Common Works Results for Mechanical

Section 220548 Seismic Controls

Section 220933 Pump Controllers and Components

Section 222123 Pumps

DOMESTIC WATER AND FIRE PUMP 001500 – 2

REDWOOD SCIENCES LABORATORY LIST OF DRAWINGS AND SPECIFICTIONS

DIVISION 26 – ELECTRICAL

Section 260010 Common Work Results for Electrical

DIVISION 31 - EARTHWORK

Section 312317 Trenching, Bedding, and Backfill for Utilities

DIVISION 33 - UTILITIES

Section 331119 Below Grade Water Systems

DOMESTIC WATER AND FIRE PUMP 010150 – 1

REDWOOD SCIENCES LABORATORY GENERAL REQUIREMENTS

SECTION 010150

GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. Work for this project requires the contractor to be responsible for supplying all labor, materials, equipment, miscellaneous items, freight and delivery and all necessary valid licenses and permits to remove and replace the domestic water pump and fire pump, including associated piping, valves, controls, electrical and testing.

B. This project is located at the Redwood Research Station located on the Humboldt State

University campus in Arcata, California.

1.2 USE OF PREMISES

A. Use of Site: Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Full Government Occupancy: Government will occupy site and buildings during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations.

C. Driveways and Entrances: Keep driveways, parking areas, loading areas and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Government and authorities having jurisdiction.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.3 PROJECT SCHEDULING

A. Schedule work to minimize impacts to government and students.

1.4 WORK RESTRICTIONS

A. Nonsmoking Buildings: Smoking is not permitted within the buildings or within 25 feet

(8 m) of entrances, operable windows, or outdoor air intakes.

1.5 CONTRACTOR’S RESPONSIBILITIES

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A. Confine storage of materials to areas as approved by the CO.

B. Provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

1.6 FIELD VERIFICATION

A. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

1.7 PERMITS

A. State Electrical Inspection is required for this project. Obtain permits for electrical work if the State Electrical Inspector requires a permit to do the inspection.

B. Obtain permits for work required by County, State, or Federal laws or regulations.

PART 2 – DEFINITION OF ITEMS AND PAYMENT

2.1 DESCRIPTION

A. This section explains what is and what is not included in each pay item; the limits or cut-off points where one item ends and another begins; and basis of payment for work items listed in the Schedule of Items.

B. Payment: For each individual item listed here and in the Schedule of Items, payment shall be full compensation for all work related to the particular item in accordance with these specifications, and as shown on the drawings.

2.2 SCHEDULE OF ITEMS

C. Schedule of Items: The project Schedule of Items includes several sections to organize the work into Base and Optional Items.

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

3. Additive Items will be awarded based on available project funding.

D. Base Items (BI):

1. Base Item No. 1 – Domestic Water and Fire Pump Modifications

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to remove, replace, and modify pump house fire and domestic water piping, valves, and controls;

including relocating fire water piping; replacing flow switch, domestic and fire pump control panels, and VFD; providing new piping, valves, test

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header, and meter; and associated piping appurtenances, electrical, controls, thrust blocks, and excavation and backfill. This item also includes coordination of city water shutdown/start-up and identification of the type of underground pipe supplying city water to the pump house. This item also includes testing and evaluating existing underground pipe to determine if it is

Asbestos Cement pipe.

E. Additive Items: The following are additive items for consideration in a price proposal and included at contract award only if found to be in the Government’s best interest and if funds are available. Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interest, the Government will evaluate offers for award Purpose by adding the total price for all additives to the total price for the

Requirements. Evaluation of additives will not obligate the Government to exercise the additives. The Contracting Officer may exercise an additive by written notice to the contractor within 180 calendar days after award. Any reference to additive items in the specifications or project plans are a reference to additive items in the Schedule of Items.

1. Additive Item No. 1 – Asbestos

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to remove, modify, and disposal of asbestos containing material associated with modifications to

Asbestos-Cement (AC) pipe.

2. Additive Item No. 2 – Heat Tape

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to install heat tape, insulation, sensors, controller, and associated electrical.

3. Additive Item No. 3 – Fire Pump

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to remove and install new fire pump and associate piping, bae modifications, and electrical.

PART 3 – ACCIDENT PREVENTION

3.1 DESCRIPTION

A. This section consists of establishing an effective accident prevention plan and providing a safe environment for personnel and visitors.

3.2 SUBMITTALS

A. Accident Prevention Plan: Before on-site work begins, submit a company approved accident prevention plan. This plan will be posted in the contract file. Design the plan to address Federal, State, and Local Occupational Safety and Health requirements that apply

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to this project. Notice to proceed will not be made until the plan is received. As a minimum the plan shall include:

1. Name, position title and contact information of company executive responsible for approving the Accident Prevention Plan.

2. Name and contact information of supervisor responsible to carry out the plan.

3. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

4. Contingency plans for emergency situations such as medical, fire, hazard material spills and other contract assessed hazard prevention and abatement requirement needs that apply to this project.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

C. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

D. Submit a brief report of safety meetings and of inspections.

E. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

3.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General

Provisions: In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees: Ensure employees are physically qualified to perform assigned duties in a safe manner.

3.4 ACCIDENT REPORTING

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of

$100, and fires. Within 7 calendar days of a reportable accident, fill out and forward to the CO a CA-1 form, which may be obtained from CO.

B. All Other Accidents: Report all other accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.

3.5 FIRST AID FACILITIES

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A. Provide adequate facilities for the number of employees and the type of construction at the site.

3.6 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

3.7 EMERGENCY INSTRUCTIONS

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

3.8 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition.

Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

3.9 SAFETY MEETINGS

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

3.10 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. The CO will designate a hard hat area. Post the hard hat area in a manner satisfactory to the CO.

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. As a minimum, provide two hard hats for use by visitors. Change liners before reissuing hats.

3.11 TRAINING

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

PART 4 – SUBMITTAL PROCEDURES

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4.1 DESCRIPTION

A. This section includes administrative and procedural requirements for submittals.

4.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Contracting Officer’s

(CO's) responsive action.

B. Informational Submittals: Written information that does not require CO's approval.

Submittals may be rejected for not complying with requirements.

4.3 PROCEDURES

A. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 10 working days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 10 working days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

B. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 2 by 3 inches on label or beside title block to record

Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. Other necessary identification.

C. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract

Documents on submittals.

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D. Additional Copies: Unless additional copies are required for final submittal, and unless

CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

E. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

F. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

G. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

H. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

I. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

4.4 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification

Sections.

1. Number of Copies: Submit four copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a

Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

4.5 INFORMATIONAL SUBMITTALS

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A. General: Prepare and submit Informational Submittals required by other Specification

Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

B. Contractor's Construction Schedule: Provide a construction schedule.

C. Cost Breakdown: Following award provide a cost breakdown schedule listing main types of work with associated costs for each bid item.

PART 5 – TEMPORARY FACILITIES AND CONTROLS

5.1 DESCRIPTION

A. This section consists of requirements for temporary facilities and controls, including utilities, support facilities, and security and protection facilities.

5.2 UTILITIES

A. Water Service: Use of Government existing water service facilities will be permitted without metering and without payment of use charges, as long as facilities are cleaned and maintained in a condition acceptable to CO. At Substantial Completion, restore these facilities to condition existing before initial use.

B. Sanitary Facilities: Use of Government sanitary facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to CO. At Substantial

Completion, restore these facilities to condition existing before initial use.

C. Electric Power and Lighting Service: Use of Government's existing electric power and lighting service will be permitted without metering and without payment of use charges, as long as equipment is maintained in a condition acceptable to CO.

D. Telephone Service: The Contractor is responsible for providing telephone service deemed necessary for the duration of the construction.

5.3 STORAGE AREAS

A. Coordinate on-site storage requirements with the Contracting Officer.

5.4 CONSTRUCTION WASTE DISPOSAL FACILITIES

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A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.

5.5 SUPPORT FACILITIES INSTALLATION

A. Locate temporary construction and support facilities for easy access.

5.6 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near Project site.

B. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and public of possible hazard. Where appropriate and needed, provide lighting, including flashing red or amber lights.

C. Fire Protection:

1. Store combustible materials in containers in fire-safe locations.

2. Maintain unobstructed access to fire extinguishers, fire hydrants, fire-protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas.

3. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

PART 6 – EXECUTION REQUIREMENTS

6.1 DESCRIPTION

A. This section consists of general procedural requirements governing execution of the

Work including, but not limited to, the following:

1. General installation of products.

2. Progress cleaning.

3. Protection of installed construction.

4. Correction of the Work.

6.2 EXAMINATION

A. Existing Conditions: Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work.

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B. Acceptance of Conditions: Examine areas, and conditions, with Installer. Record observations.

1. Examine roughing-in for electrical systems to verify actual locations of connections before equipment and fixture installation.

2. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

6.3 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly.

B. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO.

Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

6.4 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

B. Comply with manufacturer's written instructions and recommendations for installing products.

C. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

6.5 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

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D. Waste Disposal: Burying or burning waste materials on-site will not be permitted.

Washing waste materials down sewers or into waterways will not be permitted.

6.6 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

6.7 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 7 – OPERATIONS AND MAINTENANCE MANUALS

7.1 DESCRIPTION

A. This Section consists of administrative and procedural requirements for operation and maintenance manuals.

7.2 SUBMITTALS

A. Submit two manuals in final form at least 15 working days before final inspection.

7.3 OPERATION AND MAINTENANCE MANUALS

A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

Include operation and maintenance data required in individual Specification Sections and as follows:

1. Operation Data: Include emergency instructions and procedures, system and equipment descriptions, operating procedures, and sequence of operations.

2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance procedures, maintenance and service schedules for preventive and routine maintenance, and copies of warranties and bonds.

B. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain a title page, table of contents, and manual contents.

C. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:

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1. Subject matter included in manual.

2. Name and address of Project.

3. Name and address of Research Station.

4. Date of submittal.

5. Name, address, and telephone number of Contractor.

6. Cross-reference to related systems in other operation and maintenance manuals.

D. Table of Contents: List each product included in manual, identified by product name, indexed to content of volume, and cross-referenced to Specification Section.

E. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder.

1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1/2-by-11-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets.

a. Identify each binder on front and spine, with printed title "OPERATION

AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple-volume sets.

2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to

Specification Section number and title of Project Manual.

3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment.

4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.

a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts.

b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations.

F. Content: Include operation and maintenance data required in individual Specification

Sections and equipment descriptions, operating standards, operating procedures, operating logs, wiring and control diagrams, and license requirements.

G. Descriptions: Include the following:

1. Product name and model number.

2. Manufacturer's name.

3. Equipment identification with serial number of each component.

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4. Equipment function.

5. Operating characteristics.

6. Performance curves.

7. Engineering data and tests.

8. Complete nomenclature and number of replacement parts.

H. Source Information: For each product, list name, address, and telephone number of

Installer or supplier.

I. Operating Procedures: Include startup, break-in, and control procedures; stopping and normal shutdown instructions; routine, normal, seasonal, and weekend operating instructions; and required sequences for electric or electronic systems.

J. Systems and Equipment Controls: Describe sequence of operation, and diagram controls as installed.

K. Maintenance Procedures: For each system, subsystem, and piece of equipment not part of a system, include manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, drawings and diagrams for maintenance, nomenclature of parts and components, and recommended spare parts for each component part or piece of equipment.

L. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment.

M. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Provide heavy paper dividers with plastic-covered tabs for each separate warranty.

Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

PART 8 – CLOSEOUT PROCEDURES

8.1 DESCRIPTION

A. This section consists of administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Project Record Documents.

3. Final cleaning.

8.2 SUBSTANTIAL COMPLETION

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A. Definition of Substantial Completion: The Date certified by the Contracting Officer when construction is sufficiently complete, in accordance with the Contract Documents, so the Government can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents.

B. Preliminary Procedures: Before requesting inspection for determining date of Substantial

Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise Contracting Officer (CO) of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, final certifications, and similar documents.

4. Obtain and submit releases permitting Government unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs and photographic negatives, and similar final record information.

6. Complete startup testing of systems.

7. Complete final cleaning requirements, including touchup painting.

8. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by CO, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final

Completion.

8.3 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final

Completion, complete the following:

1. Submit certified copy of CO’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by CO. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

2. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

DOMESTIC WATER AND FIRE PUMP 010150 – 15

3. Instruct Government personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

8.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

8.5 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect

Project Record Documents from deterioration and loss. Provide access to Project Record

Documents for CO's reference during normal working hours.

B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of

Contract Drawings and Shop Drawings.

1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.

b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.

3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.

4. Identify and date each Record Drawing; include the designation "PROJECT

RECORD DRAWING" in a prominent location. Organize into manageable sets;

bind each set with durable paper cover sheets. Include identification on cover sheets.

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8.6 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

C. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

2. Remove tools, construction equipment, machinery, and surplus material from

Project site.

3. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 010150

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REDWOOD SCIENCE LABORATORY ASBESTOS ABATEMENT

SECTION 028213

ASBESTOS ABATEMENT

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes general requirements for asbestos investigation and abatement.

1.2 DEFINITIONS

A. ACM: Asbestos Containing Materials, B. Regulated Asbestos Containing Material: (a) friable asbestos material; (b) Category I non-friable material that has become friable; (c) Category I material that has or will be subjected to grinding, sanding, cutting, or abrading; (d) Category II non-friable material that has a high probability of becoming crumbled, pulverized, or reduced to powder by forces expected to act upon the material in the course of demolition or renovation operations.

C. NESHAP: National Emission Standards for Hazardous Air Pollutants.

1.3 SUBMITTALS

A. As specified in Division 1 Section, “Submittal Procedures.”

1. Provide certification of State Certified Asbestos Consultants, General

Abatement Contractor, Abatement Supervisor and Workers.

B. Closeout Submittals: As specified in Division 1 Section “Closeout Procedures.”

1. Submit copies of completed "Transportation and Disposal Manifest" forms for asbestos waste materials removed during the abatement process prior to requesting final payment.

2. Certification: Submit written certification that no asbestos-containing materials or hazardous materials have been used or incorporated in the new Work. Submit certification prior to Final Completion.

1.4 QUALITY ASSURANCE

A. Comply with Asbestos NESHAP regulations.

B. Worker's Qualifications:

1. Utilize California State Certified Asbestos Consultants (CAC) to perform survey or evaluation.

DOMESTIC WATER AND FIRE PUMP 028213 - 2

REDWOOD SCIENCE LABORATORY ASBESTOS ABATEMENT

2. An AHERA-accredited Contractor/Supervisor must be present and all workers must be AHERA-accredited Workers when removing or disturbing regulated asbestos containing material (RACM).

C. Testing: Utilize a recognized Asbestos Testing Lab.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 GENERAL ASBESTOS INVESTIGATION AND ABATEMENT

A. Comply with North Coast Unified Air Quality Management District requirements for evaluation, or “survey”, testing, reporting, abatement and disposal.

B. City utility drawings indicate the underground water piping supplying water to the pump hose is Asbestos cement (AC) pipe.

C. Expose 6-inch underground piping section to be removed or modified. Have a

Certified Asbestos Consultant evaluate and test the pipe.

D. Comply with North Coast Unified Air Quality Management District requirements for removal, handling, and disposal if pipe material is asbestos cement pipe.

1. Nonfriable Asbestos Cement Pipe Removal: Keep AC pipe wet during removal process. Utilize removal method that keeps the pipe in predominantly whole pieces. Maintain, remove, handle, and dispose AC pipe in a nonfriable condition.

2. Friable Asbestos Pipe: Immediately stop work and contact the Contacting

Officer if the AC pipe is shattered or damaged and may release asbestos fibers or if pipe is in a friable condition.

3.2 DISPOSAL PROCEDURES

A. Comply with California Department of Toxic Substances Control requirements for disposal of ACM. Provide documentation in the form of a transportation and disposal manifest that will provide a chain-of-custody record of all asbestos-containing waste from project site to the disposal site. Provide copies of all documentation to the

Contracting Officer.

3.3 RE-ESTABLISHMENT OF REGULATED AREA

A. Reestablish regulated area only after the completion of cleanup procedures and after clearance air monitoring has been performed and documented.

END OF SECTION 028213

DOMESTIC WATER AND FIRE PUMP 211000 – 1

REDWOOD SCIENCES LABORATORY WATER BASED FIRE

SUPPRESSION SYSTEMS

SECTION 211000

WATER BASED FIRE SUPPRESSION SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and Division 01 Specifications, apply to this Section.

B. The requirements of the specifications and drawings may require construction beyond that required by Code. Contractor shall provide this system, fully complying with the requirements of these contract documents.

1.2 SUBMITTALS

A. Refer to Division 01 and Division 21 Section "Common Results for Fire Suppression" for general requirements.

B. Product Data:

1. Piping materials

2. Valves

3. Fire protection specialties

1.3 QUALITY ASSURANCE

A. Welding Qualifications: Qualify procedures and operators according to 2010 ASME

Boiler and Pressure Vessel Code.

1.4 FIELD CONDITIONS

A. Interruption of Existing Sprinkler Service: Do not interrupt sprinkler service to protected facilities except only after notifying Contracting Officer no fewer than seven

(7) days in advance of proposed interruption of sprinkler service. Provide Fire Watch service according to requirements of the Contracting Officer.

1. Do not proceed with interruption of sprinkler service without Contracting

Officer’s written permission.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Standard-Pressure Piping System Component: Listed for 175-psig (1200-kPa) minimum working pressure.

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2.2 PIPES AND TUBES

A. Underground: Ductile Iron Pipes: AWWA C151, ductile-iron Class 53 thickness, with iron-alloy C110 threaded and/or flanged fittings, 125 psig (860 kPa) minimum working pressure rating. Pipe and fittings shall have AWWA C104 cement-mortar lining and 1 mil (0.025 mm) bituminous outside coating.

B. Aboveground Piping:

1. Galvanized Steel Pipe: ASTM A53, Schedule 40, NPS 6 (DN 150) and smaller.

a. Acceptable fitting/joint types for use with this pipe:

1) Threaded

2) Cut-groove

3) Rolled-groove

2.3 PIPE AND TUBE FITTINGS

A. Cast Iron Threaded Flanges: ANSI B16.1, Class 125, raised ground face, bolt holes spot faced.

B. Ductile Iron and Gray Iron Flanged Fittings: AWWA C110, 125 psig (860 kPa) minimum pressure rating.

C. Cast Iron Threaded Fittings: ANSI B16.4, Class 125, standard pattern, with threads according to ANSI B1.20.1.

D. Ductile Iron Threaded Fittings: ANSI B16.3, Class 150, standard pattern, with threads according to ANSI B1.20.1.

E. Malleable Iron Threaded Fittings: ANSI B16.3, Class 150, standard pattern, with threads according to ANSI B1.20.1.

F. Grooved-End Fittings for Steel Pipe: ASTM A536, Grade 65-45-12 ductile iron or

ASTM A47 Grade 32510 malleable iron, with grooves or shoulders designed to accept grooved couplings.

2.4 JOINING MATERIALS

A. Flanged Joints for Ductile Iron Pipe and Ductile Iron or Cast Iron Fittings:

AWWA C115 ductile iron or gray iron pipe flanges, rubber gaskets, and high-strength steel bolts and nuts.

B. Couplings for Grooved-End Steel Pipe and Grooved-End Ferrous Fittings: UL 213, AWWA C606, ASTM A536 ductile iron, or ASTM A47 malleable iron housing, with enamel finish. Include synthetic rubber gasket with central-cavity, pressure-responsive

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SUPPRESSION SYSTEMS

design; ASTM A183 carbon steel bolts and nuts; and locking pin, toggle, or logs to secure grooved pipe and fittings.

2.5 POLYETHYLENE ENCASEMENT

A. Encase buried pipe and fittings in polyethylene film tube complying with

AWWA C105.

2.6 GENERAL DUTY VALVES

A. Bronze Two-Piece Ball Valves:

1. Manufacturer and Model:

a. Threaded Ends:

1) Apollo 77-100 Series

2) FNW 420

3) Nibco T-585-70

b. Soldered Ends:

1) Apollo 77-200 Series

2) Nibco S-585-70

c. Grooved Joint:

1) Victaulic Series 721

2. 150 psig (1035 kPa) SWP, non-shock 600 psig (2070 kPa) WOG, MSS SP-110, cast bronze, full port, two-piece body design, chrome-plated solid bronze ball with reinforced Teflon seats. Stem packing adjustable for wear with adjusting screw.

B. Butterfly Valves:

1. Grooved Ferrous Alloy Butterfly Valves

a. Manufacturer and Model:

1) Nibco GD4765

2) Victaulic Series 700

b. Grooved, 200 psig (1380 kPa) CWP Rating, MSSSP 67, EPDM or polymer coated cast or ductile iron body, extended neck, aluminum bronze or nickel plated ductile iron disc, stainless steel shaft, EPDM seat and seal, DOMESTIC WATER AND FIRE PUMP 211000 – 4

SUPPRESSION SYSTEMS

10-position lever locking handle through NPS 6 (DN 150), worm gear actuator for NPS 8 (DN 200) and larger valves.

2. Valves shall be capable for use as isolation valves and be recommended by the manufacturer for dead-end service at the full-rated operating pressure, without the need for downstream blind flanges.

3. Valves shall have outside indication of valve position.

C. Gate Valves:

1. NPS 2 (DN 50) and Smaller – UL-262, cast bronze, threaded ends, solid wedge disc, rising stem, OS&Y, screw-in bonnet. 3. NPS 2-1/2 (DN 65) and

Larger – UL-262, iron body, bronze trim, flanged ends, solid wedge disc, rising stem, OS&Y, flanged bonnet, 175 psig (1200 kPa) non shock working pressure.

D. Swing Check Valves: Iron body, horizontal swing check with renewable bronze or stainless steel seat and seat rings, flanged or grooved ends, 175 psig (1200 kPa) non shock working pressure.

2.7 FIRE PUMP ACCESSORIES AND SPECIALTIES

A. Inlet Fitting: Eccentric tapered reducer at pump suction inlet.

B. Outlet Fitting: Concentric tapered reducer at pump discharge outlet.

C. Hose Valve Manifold Assembly:

1. Standard: Comply with requirements in NFPA 20.

2. Header Pipe: ASTM A53/A 53M, Schedule 40, galvanized steel with ends threaded according to ASME B1.20.1.

3. Header Pipe Fittings: ASME B16.4, galvanized cast-iron threaded fittings.

4. Automatic Drain Valve: UL 1726.

5. Manifold:

a. Test Connections: Comply with UL 405 except provide outlets without clappers instead of inlets.

b. Body: Flush type, brass or ductile iron, with number of outlets required by

NFPA 20.

c. Nipples: ASTM A53/A 53M, Schedule 40, galvanized steel pipe with ends threaded according to ASME B1.20.1.

d. Adapters and Caps with Chain: Brass or bronze, with outlet threaded according to NFPA 1963 and matching local fire-department threads.

e. Escutcheon Plate: Brass or bronze; rectangular.

f. Hose Valves: UL 668, bronze, with outlet threaded according to NFPA

1963 and matching local fire-department threads.

g. Exposed Parts Finish: Rough brass.

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SUPPRESSION SYSTEMS

h. Escutcheon Plate Marking: Equivalent to "FIRE PUMP TEST."

2.8 FLOWMETER SYSTEMS

A. Description: UL-listed or FM-Approved, fire pump flowmeter system with capability to indicate flow to not less than 175% of fire pump rated capacity.

B. Pressure Rating: 175 psig minimum.

C. Sensor: Annubar probe, orifice plate, or venturi unless otherwise indicated. Sensor size shall match pipe, tubing, flowmeter, and fittings.

D. Permanently Mounted Flowmeter: Compatible with flow sensor; with dial not less than 4-1/2 inches in diameter. Include bracket or device for wall mounting.

1. Tubing Package: NPS1/8 or NPS1/4 soft copper tubing with copper or brass fittings and valves.

2.9 IDENTIFICATION SIGNS

A. Identification Signs: Provide identification signs at all control, drain, test and alarm valves. Signs shall be of the type, size, and location as required by NFPA.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General:

1. Locate all valves where readily accessible. All main line valves shall be electrically monitored or secured with a chain and padlock that will lock the valve in an open position.

2. Make provisions to drain all parts of the piping system.

B. Pipe installations comply with provisions of applicable sections in Division 22 specifications.

C. Steel-Piping, Cut-Grooved Joints: Cut square-edge groove in end of pipe according to

AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and grooved-end fittings according to AWWA C606 for steel-pipe joints.

D. Steel-Piping, Roll-Grooved Joints: Roll rounded-edge groove in end of pipe according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and grooved-end fittings according to AWWA C606 for steel-pipe grooved joints.

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SUPPRESSION SYSTEMS

3.2 FIELD QUALITY CONTROL PIPE TESTING

A. Site Tests/Inspection: The entire piping system including the underground service piping shall be tested hydrostatically at not less than 200 psig (1380 kPa) pressure for two hours. The hydrostatic test pressure shall be measured at the low point of the individual system or zone being tested. Refer to NFPA 13, Chapter 24 for additional requirements.

B. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

C. Flush, test, and inspect piping systems.

D. Energize circuits to electrical equipment and devices.

E. Coordinate with fire-pump tests. Operate as required.

F. Verify that equipment hose threads are same as local fire department equipment.

3.3 COMMISSIONING SUPPORT

A. Provide all necessary commission support.

3.4 DEMONSTRATION

A. Engage a factory-authorized service representative to train maintenance personnel as identified by the Contracting Officer to adjust, operate, and maintain specialty valves.

Refer to Division 01 Section "Demonstration and Training."

END OF SECTION 211000

DOMESTIC WATER AND FIRE PUMP 220500 – 1

REDWOOD SCIENCES LABORATORY COMMON WORK RESULTS

FOR MECHANICAL

SECTION 220500

COMMON WORK RESULTS FOR MECHANICAL

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specifications, apply to this Section.

B. All electrical work installed under Division 22 shall be in compliance with local, state and federal requirements.

1.2 SUMMARY

A. This Section includes the following:

1. General requirements for all Division 22 sections

2. Piping materials and installation instructions common to most piping systems

3. Transition fittings

4. Dielectric fittings

5. Mechanical sleeve seals

6. Sleeves

7. Escutcheons

8. Grout

9. Electric motors

10 Motor controllers

11. Miscellaneous electrical equipment

12. Heat trace

13. Identification

14. Demolition

15. Equipment installation requirements common to equipment sections

16. Concrete bases

17. Supports and anchorages

1.3 DRAWINGS AND SPECIFICATIONS

A. The drawings are diagrammatic in character indicating design concept and do not indicate every required duct or piping offset, valve, fitting, etc.

B. All drawings relating to this structure, together with these specifications, shall be considered in bidding and construction. The drawings and specifications are complementary, and what is called for in either of these shall be as binding as though called for by both. Should any conflict or omissions arise between the drawings and specifications, such conflict shall be brought to the attention of the contracting officer for resolution.

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FOR MECHANICAL

C. Unless otherwise indicated, all equipment and performance data listed is for job site conditions.

D. Drawings are not to be scaled.

1.4 DEFINITIONS

A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe chases, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels.

B. Exposed,…