Amend_0002_REV_Section_01_11_00.pdf

DISTRIBUTED COMMON GROUND STATION OPERATIONS FACILITY 1886

BEALE AIR FORCE BASE, CA

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description, Base Bid Work

1.4.2 Project Description, Bid Options

1.4.2.1 Bid Option One - Demountable Partitions

1.4.2.2 Bid Option Two - Data Center Server Cabinets

1.4.2.3 Bid Option Three - Surface Coverings and Landscaping

1.4.2.4 Bid Option Four - Circuit 4 Electrical Service

1.4.2.5 Bid Option Five - Screen Wall

1.4.2.6 Bid Option Six - Mission Briefing Tiered Seating

1.4.3 Location

1.5 HOURS OF WORK

1.6 PROJECT ENVIRONMENTAL GOALS

1.6.1 Independent Verification

1.6.1.1 US Green Building Council (USGBC) - LEED(TM) Rating System

1.7 EXISTING WORK

1.8 ON-SITE PERMITS

1.8.1 Utility Outage Requests and Utility Connection Requests

1.9 LOCATION OF UNDERGROUND UTILITIES

1.9.1 Notification Prior to Excavation

1.10 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 PW/GFI/463125 Amendment 0002

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114, Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

SECTION 01 11 00 Page 2 PW/GFI/463125

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Utility Outage Requests Utility Connection Requests Borrow Permits Excavation Permits Welding Permits Burning Permits

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description, Base Bid Work

All work associated with the construction of:

a. A new Distributed Common Ground Station (DCGS) Operations Facility in a new two-story building located adjacent to the existing Building 23260 (B/23260) at Beale Air Force Base, California.

b. Installation of all required electrical, HVAC, fire suppression, fire detection, mass notification, communications (data and voice) systems.

The installation of all required seismic bracing in support of the electrical, HVAC, fire suppression, fire detection, mass notification, communications (data and voice) systems. Final startup, testing and balancing of electrical, mechanical, fire protection, electrical and communications systems is included.

c. Site improvements and landscaping, including a new parking lot located south of the building site on the south side of 10th Street. Site improvements include the preservation and restoration as indicated of all identified wetland and vernal pool locations around the site.

d. Concrete pads, underground utilities, and all equipment associated with new equipment yards and generator plants.

e. Site demolition and selective demolition of structures on-site associated with the existing Tech Pad and STACOM facilities located on the project site.

f. Sustainable design requirements and LEED Certification for a LEED Silver certified rating level.

1.4.2 Project Description, Bid Options

All work associated with the construction of:

1.4.2.1 Bid Option One - Demountable Partitions

All components and equipment associated with the provision and installation of the demountable partitions. These items include, but are not limited to, the demountable partitions, doors, door hardware, glazing and raceways and conduits to support the installation of building utility systems at the demountable partitions. Refer to Drawings AW111 through AW406 and Section

10 22 19 DEMOUNTABLE MOVABLE PARTITIONS.

SECTION 01 11 00 Page 3 PW/GFI/463125

1.4.2.2 Bid Option Two - Data Center Server Cabinets

All components and equipment associated with the server cabinets located in Data Center 101 as indicated in the drawings. Data Center server cabinets shall be provided with rack mounted PDUs and top of rack mounted cable tray, as indicated. Refer to Drawings T-401, T-402 and Section 27 10 00

BUILDING TELECOMMUNICATIONS CABLING SYSTEM.

1.4.2.3 Bid Option Three - Surface Coverings and Landscaping

All materials associated with the installation of the surface coverings and landscaping, as indicated in the drawings, located on the west side of the project site identified as a potential future building site. Refer to Drawings LP100LP001, LP101 and LP103.

1.4.2.4 Bid Option Four - Circuit 4 Electrical Service

All electrical work associated with the extension of the B Street Substation Circuit 4 from Pole B4-9 up to and including pad mounted oil filled transformer SIT-TX-A, routed through conduits, site switchgear (SIT-SS-1), and manholes installed as part of the Base Bid. This bid option includes conductors, pole mounted cutouts, pad mounted switch (SIT-PMS-1), transformer SIT-TX-A, terminations and additional components as indicated. Refer to Drawings ES101, ES102, ES401, E-600, E-627, and E-640.

1.4.2.5 Bid Option Five - Screen Wall

All components and equipment associated with the provision of the screen wall. These items include but are not limited to the concrete foundations, steel structure and panel materials associated with the screen wall around the mechanical equipment yard on the east side of the facility. Refer to Drawings CS101, A-510 and Section 32 31 20 ORNAMENTAL STEEL FENCING.

1.4.2.6 Bid Option Six - Mission Briefing Tiered Seating

All components and equipment associated with the provision and installation of the retractable, tiered seating in Mission briefing 211. Refer to Drawings A-123, AF123, A-471 and Section 12 65 00 FIXED SEATING AND

TELESCOPIC PLATFORM.

1.4.3 Location

The work shall be located at Beale AFB, CA, approximately as indicated.

The exact location will be shown by the Contracting Officer.

1.5 HOURS OF WORK

Normal duty hours for work shall be from 7:30 a.m. to 4:30 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period. The changed hours of work shall not go into effect until written permission has been received from the Contracting Officer.

1.6 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, SECTION 01 11 00 Page 4 PW/GFI/463125 construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.6.1 Independent Verification

1.6.1.1 US Green Building Council (USGBC) - LEED(TM) Rating System

Provide completed project in compliance with USGBC LEED-NC(TM), Version 2009 (LEED NC), level silver requirements.

1.7 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.8 ON-SITE PERMITS

1.8.1 Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, SECTION 01 11 00 Page 5 PW/GFI/463125 and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 14 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.9 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contact Base Civil Engineering 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by Base Civil Engineering.

1.10 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located within 5 miles of the construction site.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment

SECTION 01 11 00 Page 6 PW/GFI/463125 until disposition by the Contracting Officer.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION 01 11 00 Page 7 PW/GFI/463125

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

08/09

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 CONSTRUCTION SITE PLAN

1.5 BACKFLOW PREVENTERS CERTIFICATE

1.5.1 Backflow Tester Certificate

1.5.2 Backflow Prevention Training Certificate

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.1.2 Project and Safety Signs

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Barricades

2.2.2 Fencing

2.2.3 Temporary Wiring

2.2.4 Backflow Preventers

2.2.5 Sidewalk Protection

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Temporary Utilities

3.2.2 Payment for Utility Services

3.2.3 Utilities at Special Locations

3.2.4 Water

3.2.5 Sanitation

3.2.6 Telephone

3.2.7 Obstruction Lighting of Cranes

3.2.8 Fire Protection

3.3 TRAFFIC PROVISIONS

3.3.1 Maintenance of Traffic

3.3.2 Protection of Traffic

3.3.3 Rush Hour Restrictions

3.3.4 Dust Control

3.4 CONTRACTOR'S TEMPORARY FACILITIES

3.4.1 Safety

3.4.2 Administrative Field Offices

3.4.3 Storage Area

3.4.4 Supplemental Storage Area

3.4.5 Appearance of Trailers

3.4.6 Maintenance of Storage Area

SECTION 01 50 00 Page 1 PW/GFI/463125

3.4.7 New Building

3.4.8 Security Provisions

3.4.9 Storage Size and Location

3.4.10 Storage in Existing Buildings

3.4.11 Weather Protection of Temporary Facilities and Stored Materials

3.4.11.1 Building and Site Storm Protection

3.5 QUALITY CONTROL MANAGER RECORDS AND FIELD OFFICE

3.5.1 Trailer-Type Mobile Office

3.6 PLANT COMMUNICATION

3.7 TEMPORARY PROJECT SAFETY FENCING

3.8 CLEANUP

3.9 RESTORATION OF STORAGE AREA

-- End of Section Table of Contents --

SECTION 01 50 00 Page 2 PW/GFI/463125

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

08/09

PART 1 GENERAL

1.1 SUMMARY

Requirements of this Section apply to, and are a component of, each section of the specifications.

1.2 REFERENCES

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

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2007) Standard for Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

FCCCHR Manual (1988e9) Manual of Cross-Connection Control

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2012) International Building Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2009) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 70 (2011; Errata 2 2012) National Electrical Code

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2007; Rev K) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual of Uniform Traffic Control Devices

SECTION 01 50 00 Page 3 PW/GFI/463125

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Construction site plan; G Traffic control plan; G Covered Walkway Plan; G

SD-03 Product Data

Backflow preventers; G

SD-06 Test Reports

Backflow Preventer Tests; G

SD-07 Certificates

Backflow Tester Certification; G

Backflow Preventers Certificate of Full Approval

1.4 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.5 BACKFLOW PREVENTERS CERTIFICATE

Certificate of Full Approval from FCCCHR List, University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.

1.5.1 Backflow Tester Certificate

Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with any company participating in any other phase of this Contract.

1.5.2 Backflow Prevention Training Certificate

Submit a certificate recognized by the State or local authority that states

SECTION 01 50 00 Page 4 PW/GFI/463125 the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

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

2.1.2 Project and Safety Signs

The requirements for the signs, their content, and location are as specified in Section 01 58 00 PROJECT IDENTIFICATION. Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.2 Fencing

a. Provide fencing along the construction site to control access by unauthorized people. Fencing must be installed to be able to restrain a force of at least 250 pounds against it. Fencing shall be installed in such a way as to permit ongoing access to and egress from existing Building 23260.

b. In addition, prior to the start of work, enclose those areas at the construction site which are not within the construction fence with a temporary safety fence, including gates and warning signs, to protect the public from construction activities. The safety fence shall match the base standard color (or bright orange where it protects excavated areas), shall be made of plastic fence from recovered materials containing 60 to 100 percent recovered content level plastic, a minimum of 42 inches high, supported and tightly secured to steel posts located on minimum 10 foot centers. Remove the fence from the work site upon completion of the contract.

2.2.3 Temporary Wiring

Provide temporary wiring in accordance with NFPA 241 and NFPA 70, Article 305-6(b), Assured Equipment Grounding Conductor Program. Include frequent

SECTION 01 50 00 Page 5 PW/GFI/463125 inspection of all equipment and apparatus.

2.2.4 Backflow Preventers

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged bronze or brass mounted gate valve and strainer, 304 stainless steel or bronze, internal parts. The particular make, model/design, and size of backflow preventers to be installed must be included in the latest edition of the List of Approved Backflow Prevention Assemblies issued by the FCCCHR List and be accompanied by a Certificate of Full Approval from FCCCHR List. After installation conduct Backflow Preventer Tests and provide test reports verifying that the installation meets the FCCCHR Manual Standards.

2.2.5 Sidewalk Protection

The concrete walkway north of the construction site is to remain open to pedestrian/military personnel requiring access to existing Building 23260.

Contractor will provide sidewalk protection per ICC IBC, Chapter 33 Protection of Pedestrians, Section 3306.7 Covered Walkways. Contractor will submit the Covered Walkway Plan for approval by the Contracting Officer.

For work such as the electrical duct bank installation across this sidewalk area, military personnel can be temporarily redirected away from this area.

This workaround will only be for the duration of this work and must be coordinated/approved by the Contracting Officer.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Contractor employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Contractor employee parking must not interfere with existing and established parking requirements of the government installation.

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

3.2.2 Payment for Utility Services

a. The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract. Carefully conserve any utilities furnished without charge.

b. Reasonable amounts of the following utilities will be made available to the Contractor without charge.

1. Electricity.

2. Potable water.

SECTION 01 50 00 Page 6 PW/GFI/463125

3. Natural gas.

4. Sanitary sewer.

3.2.3 Utilities at Special Locations

Reasonable amounts of utilities will be made available without charge. The Contractor will be responsible for making connections, providing transformers and meters, and making disconnections; and for providing backflow preventer devices on connections to domestic water lines. Under no circumstances will taps to base fire hydrants be allowed for obtaining domestic water.

3.2.4 Water

Make connections to existing facilities to provide water for construction purposes. Water used will be furnished by the Government.

3.2.5 Sanitation

a. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility.

Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties and / or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system. Maintain these conveniences at all times without nuisance. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

b. Provide temporary sewer and sanitation facilities that are self-contained units with both urinals and stool and hand washing capabilities. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the Contracting Officer. The doors shall be self-closing. The exterior of the unit shall match the base standard color. Locate the facility behind the construction fence or out of the public view.

3.2.6 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.2.7 Obstruction Lighting of Cranes

Provide a minimum of two aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1. Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.2.8 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials

SECTION 01 50 00 Page 7 PW/GFI/463125 weekly to minimize potential hazards.

3.3 TRAFFIC PROVISIONS

3.3.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval.

The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.3.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

3.3.3 Rush Hour Restrictions

Do not interfere with the peak traffic flows preceding and during normal operations for Beale AFB without notification to and approval by the Contracting Officer.

3.3.4 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Treat dust abatement on access roads with applications of calcium chloride, water sprinklers, or similar methods or treatment.

3.4 CONTRACTOR'S TEMPORARY FACILITIES

Contractor-owned or -leased trailers must be identified by Government assigned numbers. Size and location of the number will comply with Beale AFB Architectural Compatibility Guide. Apply the number to the trailer within 14 calendar days of notification, or sooner, if directed by the

SECTION 01 50 00 Page 8 PW/GFI/463125

Government.

3.4.1 Safety

Protect the integrity of any installed safety systems or personnel safety devices. If entrance into systems serving safety devices is required, the Contractor must obtain prior approval from the Contracting Officer. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

3.4.2 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

3.4.3 Storage Area

Construct a temporary 6 foot high chain link fence around trailers and materials. Include plastic strip inserts, colored brown, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store Trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the installation boundaries. Trailers, equipment, or materials must not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.

3.4.4 Supplemental Storage Area

Upon Contractor's request, the Contracting Officer will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor is responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area.

Utilities will not be provided to this area by the Government.

3.4.5 Appearance of Trailers

a. Trailers utilized by the Contractor for administrative or material storage purposes must present a clean and neat exterior appearance and be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on installation property.

b. Paint using suitable paint and maintain the temporary facilities.

Failure to do so will be sufficient reason to require their removal.

SECTION 01 50 00 Page 9 PW/GFI/463125

3.4.6 Maintenance of Storage Area

a. Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles; gravel gradation will be at the Contractor's discretion. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

b. Cut grass (or annual weeds) within the construction and storage sites to a maximum 4 inch height at least once a week during the growing season unless the grass area is not visible to the public. Trim the grass around fences at time of grass cutting. Maintain grass or weeds on stockpiled earth as descried above.

3.4.7 New Building

In the event a new building is constructed for the temporary project field office, it will be a minimum 12 feet in width, 16 feet in length and have a minimum of 7 feet headroom. Equip the building with approved electrical wiring, at least one double convenience outlet and the required switches and fuses to provide 110-120 volt power. Provide a work table with stool, desk with chair, two additional chairs, and one legal size file cabinet that can be locked. The building must be waterproof, supplied with a heater, have a minimum of two doors, electric lights, a telephone, a battery operated smoke detector alarm, a sufficient number of adjustable windows for adequate light and ventilation, and a supply of approved drinking water. Approved sanitary facilities must be furnished. Screen the windows and doors and provide the doors with dead bolt type locking devices or a padlock and heavy duty hasp bolted to the door. Door hinge pins will be non-removable. Arrange the windows to open and to be securely fastened from the inside. Protect glass panels in windows by bars or heavy mesh screens to prevent easy access. In warm weather, furnish air conditioning capable of maintaining the office at 50 percent relative humidity and a room temperature 20 degrees F below the outside temperature when the outside temperature is 95 degrees F. Any new building erected for a temporary field office must be maintained by the Contractor during the life of the contract and upon completion and acceptance of the work become the property of the Contractor and removed from the site. All charges for telephone service for the temporary field office will be borne by the Contractor, including long distance charges up to a maximum of $75.00 per month.

3.4.8 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor will be responsible for the security of its own equipment; in addition, the Contractor will notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

3.4.9 Storage Size and Location

The open site available for storage must be within 1,000 feet of the operations area. The storage area will be approximately 5,000 square

SECTION 01 50 00 Page 10 PW/GFI/463125 feet. Contractor shall make provisions to avoid impacting seasonal wetlands in the vicinity of the project or storage area as denoted on the Drawings.

3.4.10 Storage in Existing Buildings

The Contractor will be working around existing buildings; the storage of material will not be allowed in the buildings.

3.4.11 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.4.11.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

3.5 QUALITY CONTROL MANAGER RECORDS AND FIELD OFFICE

Provide on the jobsite an office with approximately 200 square feet of useful floor area for the exclusive use of the QC Manager. Provide a weathertight structure with adequate heating and cooling, toilet facilities, lighting, ventilation, a 4 by 8 foot plan table, a standard size office desk and chair, computer station, and working communications facilities. Provide either a 1,500 watt radiant heater and a window-mounted air conditioner rated at 9,000 Btus minimum or a window-mounted heat pump of the same minimum heating and cooling ratings.

Provide a door with a cylinder lock and windows with locking hardware.

Make utility connections. Locate as directed. File quality control records in the office and make available at all times to the Government.

After completion of the work, remove the entire structure from the site.

3.5.1 Trailer-Type Mobile Office

The Contractor may, at its option, furnish and maintain a trailer-type mobile office acceptable to the Contracting Officer and providing as a minimum the facilities specified above. Securely anchor the trailer to the ground at all four corners to guard against movement during high winds.

3.6 PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor must install a satisfactory means of communication, such as telephone or other suitable devices and made available for use by Government personnel.

SECTION 01 50 00 Page 11 PW/GFI/463125

3.7 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. The safety fencing must be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of 42 inches high, supported and tightly secured to steel posts located on maximum 10 foot centers, constructed at the approved location. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, will become the property of the Contractor and be removed from the work site.

3.8 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store within the fenced area described above or at the supplemental storage area any materials resulting from demolition activities which are salvageable. Neatly stacked stored materials not in trailers, whether new or salvaged.

3.9 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haulroads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor.

Restore to the original or better condition, areas used by the Contractor for the storage of equipment or material, or other use. Gravel used to traverse grassed areas must be removed and the area restored to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00 Page 12 PW/GFI/463125

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 45 00

PRECAST CONCRETE

11/11

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 MODIFICATION OF REFERENCES

1.4 GENERAL REQUIREMENTS

1.5 DESIGN

1.5.1 Standards and Loads

1.5.2 Connections

1.5.3 Concrete Strength

1.5.4 Concrete Proportion

1.5.5 Calculations

1.5.6 Mix Design

1.6 STORAGE AND INSPECTION AT MANUFACTURER'S PLANT

1.7 PLANT INSPECTION

1.7.1 PCI Quality Certifications

1.7.1.1 Product Quality Control

1.7.1.2 Product Quality Control

1.8 QUALIFICATIONS FOR PRECAST CONCRETE MANUFACTURER

1.9 QUALIFICATIONS FOR WALL-PANEL INSTALLER

1.10 CONCRETE SAMPLING AND TESTING

1.10.1 Test for Concrete Materials

1.10.2 Concrete Design Mixes

1.10.3 Quality Control Testing During Panel Fabrication

1.11 QUALITY ASSURANCE

1.11.1 Special Inspection

1.11.2 Wall Panel Erection Plan

1.11.3 Wall Panel Drawings

1.11.4 Design Calculations

1.11.5 Connection and Embedment Design Calculations

1.11.6 Mix Designs

1.11.7 Required Records

1.11.8 Mock-Up

1.11.9 Pre-Installation Meeting

1.12 TOLERANCES

1.13 SUSTAINABLE DESIGN REQUIREMENTS

PART 2 PRODUCTS

2.1 PROPERTIES OF CONCRETE

2.2 CONCRETE

2.2.1 Contractor-Furnished Mix Design

2.3 MATERIALS

2.3.1 Fine Aggregates

2.3.2 Coarse Aggregate

2.3.3 Portland Cement

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2.3.4 Fly Ash and Pozzolan

2.3.5 Ground Granulated Blast-Furnace Slag

2.3.6 Admixtures

2.3.7 Water

2.3.8 Reinforcing Bars

2.3.9 Supports for Concrete Reinforcement

2.3.10 Wire Ties

2.3.11 Inserts

2.3.12 Plates, Angles, Anchors and Embedment

2.3.13 Form Release Agent

2.4 CAST-IN EMBEDDED ITEMS AND CONNECTORS

2.4.1 Inserts

2.4.1.1 Threaded-Type Concrete Inserts

2.4.1.2 Wedge-Type Concrete Inserts

2.4.1.3 Slotted-Type Concrete Inserts

2.4.2 Embedded Plates and Angles

2.4.3 Connection Devices

2.4.3.1 Clip Angles

2.4.3.2 Ferrous Casting Clamps

2.4.3.3 Threaded Fasteners

2.4.4 Form Materials

2.5 PANEL FABRICATION

2.5.1 Formwork and Fabrication Tolerances

2.5.2 Reinforcement

2.5.3 Preparation for Placing Concrete

2.5.4 Concrete Mixing and Conveying

2.5.4.1 Batch Plant, Mixer, Mixing, and Measuring of Materials

2.5.4.2 Conveying

2.5.5 Concrete Placing

2.5.6 Identification Markings

2.5.7 Finishing

2.5.7.1 Unformed Concealed Surfaces

2.5.7.2 Smooth, Exposed-to-View Surfaces

2.5.8 Curing

2.5.9 Repair of Surface Defects

2.5.9.1 Concealed Surfaces

2.5.10 Embedded Accessories

2.5.11 Stripping

2.5.12 Forms

2.5.13 Built-In Anchorage Devices

2.5.14 Lifting Devices

2.5.15 Weather Limitations

2.6 JOINT MATERIALS

PART 3 EXECUTION

3.1 GENERAL

3.2 EXAMINATION

3.3 INSTALLATION

3.3.1 Building Framing System

3.3.2 Placing Panels

3.3.3 Erection Tolerances

3.3.4 Joints

3.3.4.1 Joint Sealing

3.3.5 Protection

3.4 ERECTION

3.5 PROTECTION OF WORK

3.6 DEFECTIVE WORK

3.7 CONCRETE INSERTS EMBEDDED IN CAST-IN-PLACE CONCRETE

SECTION 03 45 00 Page 2 PW/GFI/463125

3.8 CONCRETE STRENGTH AT TIME OF PANEL INSTALLATION

3.9 INSTALLATION TOLERANCES

3.10 PLACING PANELS

3.11 CONNECTIONS TO THE BUILDING FRAMING SYSTEM

3.12 JOINTS AND GASKETS

3.13 PROTECTION

3.14 INSPECTION AND ACCEPTANCE PROVISIONS

3.14.1 Evaluation of Compressive Strength Tests

3.14.2 Dimensional Tolerances

3.14.3 Surface Finish Requirements

3.14.4 Strength of Panels

3.14.5 Testing Panels for Strength

3.14.6 Panels-in-Place

3.15 CLEANING

3.16 SAMPLING AND TESTING

3.16.1 Product Quality Control

3.16.1.1 Aggregate Tests

3.16.1.2 Strength Tests

3.16.1.3 Changes in Proportions

3.16.1.4 Strength Test Results

3.16.2 Rejection

3.16.3 Field Quality Control

3.16.3.1 Welded Connection Visual Inspection

-- End of Section Table of Contents --

SECTION 03 45 00 Page 3 PW/GFI/463125

SECTION 03 45 00

PRECAST CONCRETE

11/11

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete

ACI 214R (2011) Evaluation of Strength Test Results of Concrete

ACI 301 (2010) Specifications for Structural Concrete

ACI 304R (2000; R 2009) Guide for Measuring, Mixing, Transporting, and Placing Concrete

ACI 305.1 (2006) Specification for Hot Weather Concreting

ACI 305R (2010) Guide to Hot Weather Concreting

ACI 318 (2011; Errata 2011; Errata 2012) Building Code Requirements for Structural Concrete and Commentary

ACI SP-66 (2004) ACI Detailing Manual

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2005) Minimum Design Loads for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2012; Errata 2011) Structural Welding Code - Steel

AWS D1.4/D1.4M (2011) Structural Welding Code - Reinforcing Steel

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ASME INTERNATIONAL (ASME)

ASME B18.21.1 (2009) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A167 (1999; R 2009) Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM A27/A27M (2010) Standard Specification for Steel Castings, Carbon, for General Application

ASTM A283/A283M (2003; R 2007) Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates

ASTM A36/A36M (2008) Standard Specification for Carbon Structural Steel

ASTM A449 (2010) Standard Specification for Hex Cap Screws, Bolts, and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use

ASTM A47/A47M (1999; R 2009) Standard Specification for Ferritic Malleable Iron Castings

ASTM A496/A496M (2007) Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement

ASTM A563 (2007a) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A615/A615M (2012) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A706/A706M (2009b) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM C127 (2012) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM C128 (2012) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate

ASTM C138/C138M (2012) Standard Test Method for Density ("Unit Weight"), Yield, and Air Content (Gravimetric) of Concrete

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ASTM C143/C143M (2010a) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2012) Standard Specification for Portland Cement

ASTM C172/C172M (2010) Standard Practice for Sampling Freshly Mixed Concrete

ASTM C192/C192M (2007) Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

ASTM C231/C231M (2010) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C260/C260M (2010a) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C29/C29M (2009) Standard Test Method for Bulk Density ("Unit Weight") and Voids in Aggregate

ASTM C31/C31M (2010) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C33/C33M (2011a) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2012) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C42/C42M (2012) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C494/C494M (2012) Standard Specification for Chemical Admixtures for Concrete

ASTM C566 (1997; R 2004) Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying

ASTM C618 (2012) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C70 (2006) Standard Test Method for Surface Moisture in Fine Aggregate

ASTM C94/C94M (2012) Standard Specification for Ready-Mixed Concrete

ASTM C989/C989M (2012) Standard Specification for Slag Cement for Use in Concrete and Mortars

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ASTM D1056 (2007) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber

ASTM D1149 (2007; R 2012) Standard Test Method for Rubber Deterioration - Surface Ozone Cracking in a Chamber

ASTM D635 (2010) Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a Horizontal Position

ASTM D746 (2007) Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact

PRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)

PCI MNL-116 (1999) Manual for Quality Control for Plants and Production of Structural Precast Concrete Products, 4th Edition

PCI MNL-117 (1996) Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products, 3rd Edition

PCI MNL-120 (2010) PCI Design Handbook - Precast and Prestressed Concrete, 6th Edition

PCI MNL-122 (2007) Architectural Precast Concrete, 3rd Edition

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 4-010-01 (2012) DoD Minimum Antiterrorism Standards for Buildings

1.2 SUBMITTALS

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

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

SD-02 Shop Drawings

Precast concrete wall panel; G, AE

Submittal shall include panel elevations detailing the location of:

1. Panel Sizes

2. Joint Locations

3. Joint Widths

4. Embedments and Connectors

Architect/Engineer review of shop drawings is for general conformance with design concept and project requirements only, and

SECTION 03 45 00 Page 7 PW/GFI/463125 does not imply approval or any variance from the Contract Documents.

SD-03 Product Data

Cast-in embedded items and connectors; G Connection devices; G, AE Joint Materials; G, AE

SD-04 Samples

Cast-in embedded items and connectors; G

SD-05 Design Data

Precast concrete wall panel design calculations; G, AE Erection Plan; G Concrete mix design; G Concrete mix design for repair of surface defects; G Precast concrete wall panel connection and embedment design calculations; G

SD-06 Test Reports

Strength tests

Submit commercial testing results in accordance with PCI MNL-116 and PCI MNL-117 and as required in paragraph entitled "Sampling and Testing."

SD-08 Manufacturer's Instructions

Installation of precast concrete wall panel; G, AE

Include precast concrete wall panel manufacturer's written recommendations for installation.

SD-11 Closeout Submittals

Concrete batch ticket information; G Manufacturer's Qualifications Calculations Mix Design Precast Concrete Manufacturer Wall-panel Installer Concrete Slump Air Content Compressive Strength Mock-Up Pre-Installation Meeting Tolerances Portland Cement Air-Entrained…