SPECIFICATIONS - QRC ROOF & RADOME REHABILATATION.pdf

SPECIFICATIONS

ROOF AND RADOME REHABILATATION

PROJECT

AT BENTON ARSR (QRC)

AUGUST 2019

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

TABLE OF CONTENTS 00 01 10 - 1

• TABLE OF CONTENTS

DIVISION 01 - GENERAL CONDITIONS

01 10 00 SUMMARY OF WORK

01 14 10 JOB MANAGEMENT

01 52 16 SAFETY REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 82 33 REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING ROOFING MATERIALS

02 82 34 REMOVAL AND DISPOSAL OF ASBESTOS TRANSITE MATERIALS

02 83 33 REMOVAL AND DISPOSAL OF LEAD BASED PAINT

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50 PREPARATION FOR RE-ROOFING&WATERPROOF DECK COATING

07 57 00 WATERPROOF DECK COATING

07 72 00 ROOF ACCESSORIES

DIVISION 09 – FINISHES

09 91 00 PAINTING

DIVISION 26 - ELECTRICAL

Not used

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES

APPENDICES:

APPENDIX 1

Facility Asbestos Report Peneco

APPENDIX 2

US DOT/FAA Specification FAA-C-1217g “Electrical Work, Interior”

APPENDIX 3

US DOT/FAA Specification FAA-C-1217f “FAA Lightning, Grounding and Bonding.”

APPENDIX 4

Order 3900.57 FAA Pre-construction and Maintenance Project Safety and Health Checklist

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

Summary of Work 01100 - 1

SECTION 01100 – SUMMARY OF WORK–

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Facility Description:

The Benton ARSR is a critical FAA radar facility operating a continuous 24/7/365 day operation and supports many of the regional facilities in the area. The Benton ARSR facility located on the campus of the Red Rock Job Corps Center, Route 487, Ricketts Pa., Sullivan County 18656 The Benton ARSR Roof and Radome Rehabilatation contract requires access to an exterior and restricted area of the building and can only be accessed during a preplanned outage of the radar (emissions) for a specified period of time. The contractor’s proposal will include a detailed plan and schedule considering environmental conditions (temperature and humidity’s impact on product curing times etc.), within a predefined window of time (30 days), and where worker safety is paramount. This detailed schedule will define critical activities required to complete the project within this (30 day) window. Although the facility is un-manned, means of egress from the roof will be required throughout the duration for all workers at roof level and below. Contractor can assume 8 hour workdays Monday through Friday for a 40 hour work week. Two (2) weeks prior to the scheduled 30 day outage access to the floor below will be available for staging/mobilization and two (2) weeks following the outage for demobilization and close out (60 day total duration). At the commencement of the outage the FAA personnel will require 2 days prior to the actual start of work to facilitate removal of the lightning protection and grounding systems and 2 days prior to installing the elastomeric membrane. All work on roof will be closely monitored, defiencenies corrected with the intent of minimizing exceptions at the JAI/CAI.

B. Project Identification:

The facility consists of a 60 ‘ x 60’ square (3600 SF footprint) concrete building approximately 86’ to top of roof. Atop the roof is a 50’ high, conical shaped fiberglass enclosure (Radome) that rests atop an 8’ high Radome Ring Wall comprised of structural steel tube (coated with LBP) and clad with asbestos transite panels, all housing radar equipment. The aforementioned structure sits atop a split slab construction (see details and descriptions) which contains an interstitial asbestos containing built up roof all supported by a 10” structural slab below. The entire roof area has one point of personel access by means of a ships ladder from the 5th floor level through a rooftop hatch. This level is off limits due to equipment emissions and can only be accessed during a predetermined outage of the radar equipment.

The following is a brief description but not limited to the following. Work involves the preparation and encapsulation of exterior and interior lead containing painted structural steel surfaces and replace, repair and prepare for encapsulation of exterior Asbestos (Transite panels).

Remove and reinstall all lightning and grounding components impacting remediation of specified components and finishes. Preparation and repainting of all roof level perimeter handrail, toe plate, flashing and removing and replacing handrail fencing infill panels. Remove and replace two (2) roof hatches (asbestos containing flashing) with OSHA compliant roof hatches w hatch mounted rails and gates. Removal of miscellaneous abandoned rooftop

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

Summary of Work 01100 - 2 equipment. Remove and replace 4 LED floodlights and modify 3 rooftop junction boxes. Install new and demo and replace areas of an existing Modified Bitumen Torch down roof in preparation of receiving an elastomeric roof coating over entire exterior roof and partial interior.

Close coordination with FAA technicians who will temporarily remove and/or reinstall but not limited to the following:

a.) Communication cabling inside existing junction boxes b.) Reinstall communication cabling upon completion of new junction boxes.

c.) Active communication equipment and components impeding finishing of specified surfaces.

Otherwise, the contractor will be responsible for temporary removal and reinstallation of all Lightning protection and grounding components that impact the work required to properly complete the specified finishes (painting and roofing).

a.) Temporary disconnect certain grounding points on metal components.

b.) Temporary removal and reinstallation of any conductors required to complete all painting and roofing components.

c.) Reconnection of all removed cabling and grounding points upon completion of specified finishes matching the pre-existing condition prior to removal.

d.) All reinstallation of cabling and reconnection points to metal components shall be metal to metal (void of any finishes) insuring connectivity and satisfying requirements of the FAA-STD-019f :

Lightning and Surge Protection, Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipment and to the satisfaction of the Resident Engineer.

Detailed scope and quantities found below are approximate and require verification in field.

While preparing surfaces for finishes the overall approach is to manage the asbestos and lead containing components in place and encapsulate. Only panels to be removed and replaced with cementitious panels are indicated on the drawings.

The contractor is advised of the presence of lead contaminated coatings on exterior painted surfaces at this facility. The intention of this project is to remove the loose peeling paint on painted exterior surfaces, as listed in section B.1 below, and then apply a rust inhibiting primer and encapsulate the exposed painted surfaces with a lead barrier coating. All other exterior surfaces, as listed in section B below, will be primed with a rust inhibiting primer and finish painted with acrylic enamel paint as specified. Lead based paint chips generated from removing the loose peeling paint shall be contained and properly disposed of. The contractor shall comply with the OSHA Lead in Construction Standard, 29 CFR 1926.62, when impacting painted surfaces as well as the LCC Work Practices Specification contained in this solicitation.

Other miscellaneous tasks are noted in section B below. The overall intent is to manage the lead coated components and encapsulate in place.

In order

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

Summary of Work 01100 - 3

The contractor is advised of the presence of asbestos containing materials used in the existing roofing materials and asbestos containing (Transite) radome wall panels. While a minimal amount of asbestos containing material (damaged Transite panels only, roofing material at hatches as req’d and radome wall base flashing.) will be removed, the contractor shall take all precautions to protect personnel from exposure to asbestos containing materials during this project. The contractor shall comply with USEPA 40 CFR763,Sub part E-Asbestos Hazard Emergency Response Act (AHERA) 40 CFR 61, Subpart M National Emissions Standards for Hazardous Air Pollutants (NESHAP) and OSHA-29 1926.1101The overall intent is to manage the asbestos and encapsulate in place.

C. Work shall include all labor, materials and equipment to complete the following (quantities are approximate and need to be verified in field) to be :

1. The removal of loose, (lead containing) peeling paint chips on the following exterior surfaces:

a.) Radome skirt exterior upper ring tube steel (lead containing) (see photo # 7 dwg

A007) (160 L.F. or approx. 215 SF) b.) Radome skirt exterior diagonal cross bracing steel(lead containing) (see photo

#9 A005) (8 total or 80 L.F. or approx. 80 SF) c.) Radome skirt interior upper ring tube steel(lead containing) (see photo # 1 Dwg

A007 ) (160 L.F. or approx. 215 SF) d.) Radome skirt interior vertical T steel (lead containing) (see photo #1 A007 )

(800 L.F. or approx. 800 SF) e.) Radome skirt interior lower ring tube steel (lead containing) (see photo #1 A007

) (160 L.F. or approx. 110 SF) f.) Radome skirt interior cross bracing steel(lead containing) (see photo #1 A007 xxx ) (96 L.F. or approx. 96 SF) g.) Radome hoist support steel (lead containing) (see photo #4 A004) (70 L.F. or approx. 200 SF) h.) Tie off rings (asbestos containing) (8) on roof surface.

i.) Removal and reinstallation of lightning protection and Grounding.

2. The encapsulation/repainting, using a rust inhibiting primer and lead barrier finish coating, of the following exterior (lead containing) surfaces:

a.) Radome skirt exterior upper ring tube steel (160 L.F. or approx. 215 SF) b.) Radome skirt exterior diagonal cross bracing steel (8 total or 80 L.F. or approx.

80 SF)

c.) Radome skirt interior upper ring tube steel (160 L.F. or approx. 215 SF) d.) Radome skirt interior vertical T steel (800 L.F. or approx. 800 SF) e.) Radome skirt interior lower ring tube steel (160 L.F. or approx. 110 SF) f.) Radome skirt interior cross bracing steel (96 L.F. or approx. 96 SF) g.) Radome hoist support steel (70 L.F. or approx. 200 SF) h.) Tie off rings (asbestos containing) (8) on roof surface.

i.) Removal and reinstallation of lightning protection and Grounding.

3. Asbestos Containing Transite Panels a.) Remove and replace one 4’ x 8’ (approx.) x ¼” thick cementitious panel and one 4’ x 8’(approx.) x ¼” thick asbestos transite (asbestos containing) panel with new 4’ x 8’(approx.) x ¼” thick cementitious panels.

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

Summary of Work 01100 - 4 b.) Removed panel (asbestos containing) shall be properly dispositioned and disposed of following after roofing membrane has been removed.

c.) Patch and repair four (4) transite (asbestos containing) panels that small holes in preparation for encapsulation as well as all penetration screw holes from removed membrane attached to panels prior to encapsulation.

d.) Prep as required and encapsulate(exterior side only) thirty six (36) 4’ x 8’(approx.) transite panels (asbestos containing) and (4) 4’ x 8’(approx.)

cementious panels.

4. Roofing (asbestos containing) 2,000 s.f.

a.) Demo (asbestos containing) existing personnel hatch and replace with OSHA compliant personnel hatch, perimeter rail and gate system, restore roof to existing condition and flash closed. Removal and reinstallation of lightning protection and Grounding. On/Off limit switch removal and reinstallation.

b.) Demo (asbestos containing) existing equipmentl hatch and replace with OSHA compliant equipment hatch and perimeter rail and gate system, restore roof to existing condition and flash closed. Removal and reinstallation of lightning protection and Grounding.

c.) Patch and repair cracks interior and exterior exposed concrete wearing surface as required.

d.) Remove existing modified bitumen (torch down) roofing flashing at base of Radome wall attached to asbestos panels and concrete base curb (asbestos containing). Approx. 20 linear feet to be verified in field. Remove approximately 2’-0” from base of curb into field of roof.

e.) Repair existing Radome concrete curb removing spalling loose concrete and patching to match adjacent (asbestos containing).

f.) Once repaired Radome concrete curb (d. see above) has cured replace in kind previously removed modified bitumen (torch down) membrane to roof surface and curb only.

g.) Once remaining exposed concrete surface (approx.. 300 s.f.) has been prepared, cracks repaired and cured, install new modified bitumen roofing (torch down) in remaining area compatible with adjacent existing (torch down Firestone 160

APP).

h.) Prep, patch and repair existing modified bitumen (torch down Firestone 160 APP) membrane roofing (asbestos containing) in order to accept elastomeric roof coating.

i.) Patch and repair roof slab and roof flashing (asbestos containing). where all existing pipes penetrating rooftop slab were removed.

j.) After modified bitumen roofing (torch down) membrane has cured in new areas of roof, repaired curbs, hatches, flashing and damaged areas in the field of existing roof etc. Prepare those surfaces with new surface coat asphalt primer and finish elastomeric seal coating. For entire exterior of roof and interior of radome in areas indicated on drawings.

k.)

5. Proper disposal of all hazardous waste generated by the removal of peeling paint and removal of asbestos containing materials. For lead paint and asbestos follow all federal

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

Summary of Work 01100 - 5 and state regulations and protocol with regards to but not limited to containment during, handling of and disposition and disposal of waste.

6. Handrail, structural steel, rooftop components, Doors and frames All grounding and components to be removed from handrail. Remove oxidized fencing attached to railing prior to and replace with new in kind chain link fencing once handrail remediation has been completed (42” high and 250’ in length). Existing 5’ wide removable handrail sections (3) to be remediated (prepped, primed and painted) and realigned to proper height and fastened to adjacent handrail sections.

The preparation and re-painting, using acrylic low luster enamel, of all other exterior components to include:

a.) 2” diameter Metal handrail, intermediate rails, posts and toe plate (approx. 700 lf handrail 250 l.f. toe plate, 1000 s.f. of flashing) b.) One single door and frame and one double door and frame (both sides) (approx.

160 SF).

7. Miscellaneous items mounted on roof top and handrail to be demoed are as follows:

a.) Intercom station (1) to be demoed (non-functioning) b.) Antenna supports (2) to be demoed (non-functioning) c.) Miscellaneous stanchion mounted Junction box (1) (non-functioning) d.) Large rooftop junction boxes (3) to be demoed and replaced with:

1.) Enclosure “A” (1) One stainless steel NEMA 4X enclosure 20” x 20” x 16” box in kind.

2.) Enclosure “B” (1) One transition and weatherhead 6” above handrail

(48”AFF)

3.) Enclosure “C” (1) One capped 4.) HVAC equipment to be removed by others

8. Miscellaneous items mounted on roof top and handrail to remain are as follows:

(coordinate with FAA/SSC) a.) Antenna and support to remain (see photo on dwgs) b.) Repeaters to remain (see photo on dwgs)

9. Flood Lighting a.) Demo and replace four (4) double LED flood light fixtures with new single LED light fixture,.mounting supports and hardware as specified.

b.) Repair and or replace any damaged, missing components, conduit feeds etc. to insure a code compliant installation.

1.2 WORK SCHEDULE

A. The Work shall be completed within 30 days (long term Outage) from Notice to Proceed and commencement of outage. Contractor shall submit a written COTRschedule to FAA Contracting Officer, FAA System Support Center Manager and to the FAA (COTR) Resident

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

Summary of Work 01100 - 6 engineer. Acceptable hours of construction are M-F, 8 am –4:30pm. Unless agreed to in writing by the CO, SSC and COTR.

B. Prior to the outage, contractor will be alotted 2 weeks for on site staging, set up and deliveries, area to be designated at time of pre bid walk thru.

1.3 ACCESS TO JOBSITE

A. Contractor personnel shall meet an FAA escort at the site perimeter gate for daily access to the jobsite. Contractor personnel will be continually escorted by FAA. All contractor personnel working on this project shall be US citizens and must have a valid government issued form of identification and available upon request.

1.4 COORDINATION WITH FACILITY

A. Contractor shall closely coordinate all work activities with the Contracting Officers Technical Representative (COTR) and FAA System Support Center Manager as to not impact the operation of the facility.

1.5 OTHER WORK

A. Contractor is made aware of other ongoing maintenance and/or construction activity that may be underway at this facility.

B. Cooperate fully with separate entities so work on other activities may be carried out smoothly, without interfering with or delaying work under this Contract.

1.6 IMPACT TO FACILITY

A. Contractor is made aware that this facility is responsible for the control and navigation of air traffic. Contract work or workers cannot impact operations at this facility. Unauthorized and/or unexpected interruption to the operation of this facility may jeopardize the safety of the flying public. Closely coordinate all proposed activities with the Contracting Officers Technical Representative (COTR) and FAA System Support Center Manager.

B. This facility will be under a temporary outage in order to provide safe access to the work area.

1.7 IMPACT TO SURROUNDING AREAS

A. Contractor is advised that this facility is located adjacent to the Red Rock Job Corp and Contractor shall not impact the surrounding areas in any way during the project. Contractor shall assure that the habitat of the area is not adversely impacted.

1.8 PROTECTION DURING CONSTRUCTION

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A. Contractor is responsible for providing the proper protection of the facility during construction to include protection from moisture, rain, noise, fumes, dust, damage to existing walls, floors, roofs and adjacent areas of the site. Contractor cannot leave area exposed to the elements for any duration that could potentially damage existing equipment.

1.9 TEMPORARY FACILITIES

A. The Contractor shall provide temporary equipment for construction needs to ensure safe working conditions, public safety and security in compliance with the requirements of 29 CFR

1926.26 and subpart D.

B. The contractor shall be permitted to use facility building service power. UNDER NO

CIRCUMSTANCES SHALL THE CONTRACTOR BE ALLOWED TO HOOK INTO

THE CRITICAL POWER SOURCE or UPS POWER SOURCE. Closely coordinate temporary electrical requirements with on site FAA personnel.

C. The contractor is advised that running water and sanitary facilities are available at this location.

Coordinate with RE for any restrictions of their use.

1.10 CLEANUP AND RESTORATION

A. Contractor is responsible for maintaining the worksite in a clean and safe condition during the work shift as well as after work hours. The contractor shall restore the site to it’s original condition upon completion of the project.

1.11 PRE-BID SITE VISIT

A. A pre-bid site visit is highly recommended. Site visits can be arranged by contacting Mr. John Ryneski, FAA SSC Technician at 410-859-7258, ext 407 or Rob Andrews, Project Architect at 703-553-4941.

1.12 PERMITS

A. Permits are not required. If the requirement for permits arises, FAA will secure the necessary permits.

END OF SECTION 01100

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

JOB MANAGEMENT 01141-1

SECTION 01141 - JOB MANAGEMENT

PART 1 - GENERAL

1.1 SUMMARY

A. This section describes the required performance of administrative project related requirements necessary for the proper conduct of the work as indicated in this section.

1.4 SUBMITTALS

A. Show temporary facilities, Areas of containment and Decon with details, temporary egress paths, utility hookups, staging areas, and parking areas for construction personnel.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Materials used on this project shall be in accordance with the requirements of the individual sections of these specifications and drawings.

2.2 MATERIALS CONTAINING ASBESTOS

A. No materials or products, which contain asbestos in any form, shall be introduced for use on this project.

2.3 Lead free paint and flashing materials

A. Only lead free paint and flashing materials may be used on this project.

PART 3 - EXECUTION

3.1 FIELD MEASUREMENTS

A. Contractor is responsible for making complete field measurements. Check all dimensions at the job site for components requiring fit to existing conditions. Check shop drawings and indicate the actual dimension available at all locations.

3.2 PROJECT SAFETY AND HEALTH PROGRAM REQUIREMENTS

A. All on-site work under this Contract shall be performed in compliance with the requirements of all Federal and State Occupational Safety and Health laws and regulations as they apply to construction site activity.

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1. Comply with applicable Occupational Safety and Health Standard (29 CFR 1910 and 1926) promulgated pursuant to authority of the Occupational Safety and Health Act of 1970.

2. Comply with any other applicable Federal, State, or local regulations governing workplace safety to the extent that they do not conflict with other clauses of this contract. If a conflict exists between sections of this Contract, the more stringent requirement takes precedence.

3. Take all other proper precautions to protect the safety and health of the contractor’s employees, Federal Aviation Administration employees, and the public. Provide and maintain barricades, warning signage, PPE, guard rails, lighting devices and other protective devices necessary to warn and protect the workmen and general public from hazards at the construction site.

4. Contractor shall maintain a Project Safety and Health Plan which shall address site-specific safety and health requirements and procedures to include, but not limited to fall protection, electrical safety, scaffold safety, cranes, steel erection, welding, burning and cutting safety, concrete and roofing work.

5. In addition to compliance with applicable statutory and regulatory requirements, the Project Safety and Health Plan shall contain provisions for mandatory safety orientation for every contractor, subcontractor, and vendor employee assigned or sent to the site. Safety orientation shall cover as a minimum the rules and regulations governing on-site construction activities, special known hazards, accident prevention, emergency procedures, and personal protection equipment requirements. Upon completion of the safety orientation, each attendee will be issued a hard hat sticker. No contractor, subcontractor or vendor employee will be allowed to enter or remain on-site without a hard hat bearing a valid safety orientation sticker.

6. As work progresses, the Plan shall be updated to adapt to new situations and new conditions.

Changes to the Project Safety and Health Plan shall be made only with full concurrence of the COTR.

7. If any unforeseen hazard should become evident during the performance of the work, bring such information to the attention of the COTR, verbally and in writing. Take the necessary action to re-establish and maintain safe working conditions.

8. The Project Safety and Health Plan shall include SDS sheets for materials and products to be used on the project. SDS sheets shall be maintained at the project site where all employees will have access.

B. The Project Superintendent shall act as Safety Director and be responsible for the implementation, execution and oversight of the Project Safety and Health Plan. The Superintendent shall have authority from the contractor to stop work to abate hazardous conditions or unsafe practices, and to eject any contractor, subcontractor, or vendor employee from the project site for failure to comply with safety requirements. The Project Superintendent’s authority, responsibilities, and duties in the capacity of Safety Director shall be incorporated as part of the written Project Safety and Health Plan. These responsibilities shall include, but not be limited to conducting subcontractor pre-construction safety program reviews, conducting the employee safety orientation training, conducting weekly safety meetings, conducting daily site safety inspections, auditing subcontractor safety compliance, conducting accident investigations, and preparing required periodic and special safety reports.

C. When the Contractor is notified by the COTR of non-compliance with the safety or health provisions of this contract, the contractor shall immediately, unless otherwise instructed, correct the unsafe or unhealthy condition. If the Contractor fails to comply promptly, all or part of the Work will be stopped by notice from the COTR. There will not be any allowance for time or compensation due to work stoppage for an unsafe condition.

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D. The contractor will maintain an accurate record of exposure data and all accidents incidental to work performed under this Contract. The contractor must report the exposure data and accidents to the COTR.

E. All subcontracts and vendor purchase orders related to this project shall contain provisions requiring compliance with the contractor’s approved Project Safety and Health Plan.

F. Prior to commencing construction, representatives of the Contractor, including the Project

Superintendent, shall hold a Safety Meeting with designated representatives of the Contracting Officer for the purpose of reviewing the approved Project Safety and Health Plan and discussing the implementation of the plan.

G. The Contractor shall take all necessary precautions to prevent injury to the public, occupants, or damage to property of others. The public and occupants include all persons not employed by the Contractor or a subcontractor.

H. Wherever practical, the work area shall be fenced, barricaded or otherwise blocked off from public or occupants to prevent unauthorized entry into the work area.

1. Provide traffic barricades and traffic control signage where construction activities occur in vehicular areas.

2. Corridors, aisles, stairways, doors and exitways shall not be obstructed or used in a manner to encroach upon routes of ingress or egress utilized by the public or occupants, or to present an unsafe or unhealthy condition to the public or occupants.

3. Store, position and use equipment, tools, materials, scraps and trash in a manner that does not present a hazard to the public or occupants by accidental shiftings, ignition or other hazardous activity.

4. Store and transport refuse and debris in a manner to prevent unsafe and unhealthy conditions for the public and occupants. Cover refuse containers, and remove refuse on a frequent regular basis acceptable. Use tarpaulins or other means to prevent loose transported materials from dropping from trucks.

5. All personnel shall be made aware of all temporary alternate egress paths during construction activities

3.3 FIRE PROTECTION

A. Maintain fire extinguishers at construction site in sufficient number to adequately protect the structures during construction. Provide at least one 20 pound ABC fire extinguisher at intervals not to exceed 500 feet. Provide at least one fire extinguisher for welders or other trades using open flames in the execution of their work. All construction trailers shall possess at least one 10 pound ABC fire extinguisher. Maintain “Fire Watch” personnel, with fire extinguisher in hand, during all welding/cutting or other open flame operations on, within, or near existing facility.

B. Maintain the telephone number of the local fire department and emergency services. Keep number posted conspicuously near telephones throughout site

3.4 DISRUPTION TO SERVICES

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A. The loss or shut down of existing FAA air traffic control equipment or associated support equipment for any amount of time will jeopardize safety of the flying public. Scheduled outages to existing radar and radio equipment shall be closely coordinated with COTR. FAA reserves the right to suspend the outages as deemed necessary at anytime. Contractor shall have an evacuation plan in place in the event of a suspension of an ongoing or scheduled outage.

B. Disruption to existing utilities, piping, or electrical services must be held to a minimum.

Carefully plan work in a manner to minimize disruptions and coordinate all activities with the COTR. Any operation which requires shut down of some portion of the facilities operation must be closely coordinated 10 days in advance with the COTR.

C. Temporary lighting: Provide exterior illumination around field offices, storage, shop, work and other construction areas, and circulation areas for personnel. Security lighting during hours of low visibility.

D. As determined by COTR, permanent or temporary roofing is complete and weathertight; and all openings are closed with permanent construction or substantial temporary closures.

E. Sanitary Facilities: Temporary Sanitary Facilities shall comply with the requirements of the State and County health standards. Enclosed portable self-contained units or temporary water closets and urinals, secluded from public view.

F. Water Service: Provide connections and extensions of services as required for construction operations.

G. Contractor shall provide and pay for all temporary facilities as necessary for the proper and expeditious execution of the work. Contractor shall provide all labor, materials, equipment and appurtenances necessary for the complete installation, operation and maintenance of all temporary facilities. Contractor shall pay costs of all utilities consumed. All work under this Section shall comply with applicable laws, rules, regulations, codes, ordinances and orders of all federal, state and local authorities having jurisdiction for the safety of persons, materials and property. Contractor shall remove all such temporary installations and connections when no longer necessary for the project work.

H. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.

I. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate.

J. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

K. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by FAA from fumes and noise.

1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side, and fire-retardant plywood on construction operations side.

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2. Construct dustproof partitions with 1 layers of 6-mil polyethylene sheet on each side.

Cover floor with 1 layers of 6-mil polyethylene sheet, extending sheets 18 inches up the sidewalls. Overlap and tape full length of joints. Cover floor with fire-retardant plywood.

3.5 ENVIRONMENTAL PROTECTION AND POLLUTION CONTROL

A. The contractor shall perform all work necessary to implement and accomplish a program to prevent environmental pollution during or as a result of construction performed under this contract.

B. Take necessary precautions to prevent contamination of soil or atmosphere by the discharge of noxious substances resulting from construction operations. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. If contamination of the soil does occur, excavate contaminated soil and dispose of at an off-site location in accordance with applicable Federal, State and local regulations. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil.

C. Take measures to prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious, volatile or harmful fluids into drains or sewers.

3.6 HANDLING OF HAZARDOUS MATERIALS

A. The known presence of lead containing coatings and asbestos containing building components have been identified in other sections of the specification. If other suspect hazardous materials are encountered during this project notify the COTR immediately. Do not disturb suspect hazardous materials. All waste shall be stored in secure containers on site until it is properly transported off site and disposed and documented as required.

3.7 WEATHER PROTECTION

A. Structure: If required, provide and maintain weather protection with tarpaulins or polyethylene film supported on and secured to temporary framework and scaffolding to protect all parts of the structure and contents from damage by the elements.

B. Weather protection methods shall be subject to approval by the COTR.

3.8 MATERIALS AND EQUIPMENT

A. Ordering of Materials: Orders for materials and equipment shall be made promptly after approval of submittal, when required, in order to avoid any delay to project schedule.

B. Transportation and Delivery: Arrange for delivery to avoid impact to project schedule and to avoid impact to the operation of the existing facility. Deliver materials and equipment in their original, unopened containers bearing the manufacturers label.

C. Storage: Store materials and equipment to provide protection from damage from damage, dust and moisture. Store all flammable or volatile materials properly outdoors.

D. Arrange storage in a manner to provide easy access for inspection.

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E. Manufacturer’s Instructions: When contract documents require that the installation of the work shall comply with the manufacturer’s printed instructions, obtain and distribute copies of such instructions to those involved in the installation, including (2) copies to the COTR. Maintain one set of instructions at the job site. Strict adherence to the manufacturer’s instructions is required.

When project conditions or unique circumstances require deviation from the printed instructions, consult with the COTR for further guidance. Do not proceed until clear direction has been obtained.

END OF SECTION 01141

Benton ARSR Roof and Radome Rehabilatation QRC ARSR Benton Pa.

SAFETY REQUIREMENTS 01 52 16 - 1

SECTION 01 52 16 - SAFETY REQUIREMENTS

1.1 REFERENCES

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

1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

a. ANSI A10.14 Construction and Demolition Operations – Requirements for Safety Belts, Harnesses, Lanyards and Lifelines for Construction and Demolition Use

b. ANSI Z359.1 Safety Requirements for Personal Fall Arrest Systems

2. CODE OF FEDERAL REGULATIONS (CFR)

a. 29 CFR 1910 General Industry

b. 29 CFR 1910.94 Ventilation

c. 29 CFR 1910.120 Hazardous Waste Operations and Emergency Response

d. 29 CFR 1926 Construction

e. 29 CFR 1926.65 Hazardous Waste Operations and Emergency Response

f. 29 CFR 1926.502(f) Warning Line Systems

g. 29 CFR 1926.1200 Hazard Communication Standard (MSDS)

3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

a. NFPA 70 National Electrical Code

b. NFPA 241 Safeguarding Construction, Alteration, and Demolition

Operations. Typical items of inclusion include, but are not limited to: Fire Safety Program, Contractor Requirements, Fire Alarm Reporting, Fire Department Access, Hydrants, Standpipes, Fire Extinguishers and Means of Egress.

1.2 DEFINITIONS

A. Certified Safety Professional. A safety manager, safety specialist, or safety engineer that has passed the CSP exam administered by the Board of Certified Safety Professionals.

B. Multi-employer work site (MEWS). The prime contractor is the “controlling authority” for all

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work site safety and health of the subcontractors.

C. Recordable Occupational Injuries or Illness. An occupational injury or illnesses which result in serious injuries, lost workday cases, non-fatal cases or significant mishaps.

D. Safety Officer. The superintendent or other qualified or competent person who is responsible for the on-site safety required for the project. The contractor quality control person cannot be the safety officer, even though the QC has safety inspection responsibilities as part of the QC duties.

E. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment provided by a physician or registered personnel.

F. First aid. An on-time treatment, and follow-up visit for the purpose of observation, of minor scratches, cuts, burns, splinters, and so forth, which do not ordinarily require medical care, even though provided by a physician or registered professional personnel.

G. Lost Workdays. The number of days (consecutive or not) after, but not including, the day of injury or illness during which the employee would have worked but could not do so; that is, could not perform all or part of his normal assignment during all or any part of the workday or shift; because of the occupational injury or illness.

1.3 SUBMITTALS

A. Statements

1. Accident Prevention Plan (APP): Submit at least 30 calendar days prior to start of work at the job site, making APP site specific.

B. Records

1. Reports. Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, “Reports”.

1.4 QUALITY ASSURANCE

A. Qualifications

1. Qualifications of Safety Officer:

a. Ability to manage the on-site contractor safety program through appropriate management controls.

b. Ability to identify hazards and have the capability to expend resources necessary to abate the hazards.

c. Must have worked on similar types of projects that are equal to or exceed the scope of the project assigned with the same responsibilities.

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2. Qualifications of Qualified Person

a. The qualified person shall be capable (by education and specialized training) of anticipating, recognizing, and evaluating employee exposure to hazardous substances or other unsafe conditions in a necessary control and protective action to ensure worker safety.

B. Meetings

1. Preconstruction Conference: The safety officer shall attend the preconstruction conference to discuss work procedures and safety.

2. Weekly Safety Meetings: Hold weekly. Provide minutes showing contract title, signatures of attendees and a list of topics discussed.

1.5 ACCIDENT PREVENTION PLAN (APP)

A. Contents of the Accident Prevention Plan:

1. Name and safety related qualifications of safety officer (including training and any certifications).

2. Qualifications of competent and of qualified persons.

3. Identify the individual who will complete exposure data (hours worked); accident investigations, reports and logs; and immediate notification of accidents to include subcontractors.

4. Emergency response plan to include a map denoting the route to the nearest emergency care facility with emergency phone numbers. Contractor may be required to demonstrate emergency response.

a. Inventory of hazardous materials to be introduced to the site with estimated quantities.

b. Plan for protecting personnel and property during the transport, storage and use of the materials.

c. Emergency procedures for spill response and disposal, including a site map with approximate quantities on site at any given time. The site map will be attached to the inventory, showing where the hazardous substances are stored.

d. Material Safety Data Sheets for inventoried materials not required in other section of this specification.

e. Labeling system to identify contents on all containers on-site.

f. Plan for communicating high health hazards to employees and adjacent occupants.

5. Fall Protection Plan. The plan shall be site specific and protect all workers at elevations above 4 feet.

1.6 ACTIVITY HAZARD ANALYSIS (AHA)

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A. Prepare for each phase of the work. As a minimum, define activity being performed, sequence of work, specific hazards anticipated, control measures to eliminate or reduce each hazard to acceptable levels, training requirements for all involved, and the competent person in charge of that phase of work. For work with fall hazards, including fall hazards associated with scaffold erection and removal, identify the appropriate fall arrest systems. For work with materials handling equipment, address safeguarding measures related to materials handling equipment.

The appropriate AHA shall be reviewed and attendance documented by Contractor at the preparatory, initial, and follow-up phases of Quality Control inspection.

1.7 DRUG PREVENTION PROGRAM

A. Conduct a proactive drug and alcohol use prevention program for all workers, prime and subcontractor, on the site. Ensure that no employees either use illegal drugs or consume alcohol during work hours. Ensure no employees under the influence of drugs or alcohol during work hours. After accidents, collect blood, urine or saliva specimens and test injured employee influence. A copy of the test shall be made available to the RE upon request.

1.8 FALL HAZARD PREVENTION PROGRAM

A. Scaffolds: A competent person shall delineate the fall protection requirements necessary during the erection and dismantling operation of scaffolds used on the project in the fall protection plan and activity hazard analysis for the phase of work.

B. Training: A competent person shall institute a fall protection program. As part of the Fall

Protection Program, contractor shall provide training for each employee who might be exposed to fall hazards.

1.9 DUTIES OF THE SAFETY OFFICER

A. Ensure construction hazards are identified and corrected.

B. Maintain applicable safety reference material on the job site.

C. Maintain a log of safety inspections performed.

D. Attend the pre-construction conference.

E. Generate and approve agenda for safety meetings.

1.10 DISPLAY OF SAFETY INFORMATION

A. Display the following information in clear view of the on-site construction personnel:

1. Map denoting the route to the nearest emergency care facility with emergency phone numbers.

2. AHA

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1.11 SITE SAFETY REFERENCE MATERIALS

A. Maintain safety-related references applicable to the project, including those listed in the article “References”. Maintain applicable equipment manufacturers’ manuals.

1.12 EMERGENCY MEDICAL TREATMENT

A. Contractors shall arrange for their own emergency medical treatment. FAA has no responsibility to provide.

1.13 REPORTS

A. Reporting Reports: For OSHA recordable accidents, the prime contractor will conduct a suitable investigation, complete the Contractor Significant Incident Report (CSIR) form and provide to the RE within 5 calendar days of the accident.

B. Notification: Notify RE, within 4 hours, of any accident meeting the definition of OSHA recordable occupational injury or illness. Information shall include Contractor name; contract title; type of contract; name of activity, installation or location where mishap occurred; date and time of mishap; names of personnel injured; extent of property damage, if any; and brief description of mishap (to include type of construction equipment used, participants, etc). In addition to OSHA reporting requirements, initial notification shall be made of any accident involving significant mishaps.

C. Monthly Exposure Report: Monthly exposure reporting, to the RE is required to be attached to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both prime and subcontractor.

D. OSHA Citations and Violations: Provide the RE with a copy of each OSHA citation, OSHA report and Contractor response. Correct violations and citations promptly and provide written corrective actions to the RE.

PART 2 - PRODUCTS

2.1 FALL PROTECTION ANCHORAGE

A. Fall protection anchorages, used by contractors to protect their people, will be left in place and so identified for continued customer use.

PART 3 - EXECUTION

3.1 CONSTRUCTION

A. Comply with NFPA 241, the accident prevention plan, the activity hazard analysis and other related submittals and activity fire and safety regulations.

B. Hazardous Material Exclusions: Not withstanding any other hazardous material used in this

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contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation as well as materials which contain asbestos, mercury or polychlorinated biphenyls, di-isocynates, lead-based paint are prohibited. Exceptions to the use of any of the above excluded materials may be considered by RE upon written request by Contractor.

C. Unforeseen Hazardous Material: If material that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the RE immediately. Within 14 calendar days the RE will determine if the material is hazardous.

If material is not hazardous or poses no danger, the RE will direct the Contractor to proceed without change.

3.2 PRE-OUTAGE COORDINATION MEETING

A. Contractors are required to apply for facility utility outages a minimum of 30 days in advance. Once approved and prior to beginning work on the utility system requiring shut down, the Contractor shall attend a pre-outage coordination meeting with the RE to review the scope of work and the lock out/tag out procedures for work protection.

3.3 PERSONNEL PROTECTION

A. Hazardous Noise: Provide hazardous noise signs, and hearing protection, wherever equipment and work procedures produce sound-pressure levels greater than 85 dBA steady state or 140 dBA impulse, regardless of the duration of the exposure.

B. Fall Protection: Enforce use of the fall protection device named for each activity in the AHA all times when an employee is on a surface 4 feet or more above lower levels. Personal fall arrest systems are required when working from an articulating or extendible boom, scissor lifts, swing stages, or suspended platform. Fall protection must comply with ANSI A10.14.

1. Personal Fall Arrest Device: Equipment, subsystems and components shall meet ANSI

Z359.1, Personal Fall Arrest Systems. Only a full-body harness with a shock absorbing lanyard is an acceptable personal fall arrest device. Body belts may only be used as positioning devices only such as for steel reinforcing assembly. Body belts are not authorized as a personal fall arrest device. Harnesses must have upper middle back “D” rings for proper body suspension during a fall. Lanyard must be fitted with a double locking snap hook attachment. Webbing, straps, and ropes must be of synthetic fiber or wire rope.

2. Fall Protection for Roofs:

a. For work within 6 feet of an edge, on low pitched roofs, personnel shall be protected by use of personal fall arrest systems, guardrails, safety nets. Safety monitoring system is not adequate fall protection and is not authorized.

b. For work greater than 6 feet from an edge, warning lines shall be erected and installed in accordance with 29 CFR 1926.502(f).

3. Safety Nets: Safety nets shall be provided in unguarded workplaces more than 25 feet above surface.

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C. Scaffolding: Employees shall be provided with a safe means of access to the work area on the scaffold. Climbing on any scaffold braces or supports not specifically designed for access is prohibited. Contractor shall ensure that scaffold erection is performed by employees that are qualified. Do not use scaffold without the capability of supporting at least four times the maximum intended load or without appropriate fall protection as delineated in the accepted fall protection plan. Minimum platform size shall be based on the platform not being greater in height than four times the dimension of the smallest width dimension for rolling scaffold. Some Baker type scaffolding has been found not to meet these requirements. Stationary scaffolds must be attached to structural building components to safeguard against tipping forward or backward.

The first tie-in shall be at the height equal to 4 times the width of the scaffold base.

3.4 ACCIDENT SCENE PRESERVATION

A. For serious accidents, ensure the accident site is secured and evidence is protected remaining undisturbed until released by the RE. After release is issued, promptly replace used, damaged, or worn equipment.

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REMOVAL AND DISPOSAL OF ASBESTOS TRANSITE MATERIALS

TABLE OF CONTENTS

PART 1 - GENERAL

1.1 SUMMARY OF THE WORK

1.1.1 CONTRACT DOCUMENTS AND RELATED REQUIREMENTS

1.1.2 EXTENT OF WORK

1.1.3 RELATED WORK

1.1.4 TASKS

1.1.5 ABATEMENT CONTRACTOR USE OF PREMISES

1.2 VARIATIONS IN QUANTITY

1.3 STOP ASBESTOS REMOVAL

1.4 DEFINITIONS

1.4.1 GENERAL