Attachment_1_-_Specifications _DBEH_12-1574_and_12-1641.pdf

CAPE CANAVERAL AIR FORCE STATION

TECHNICAL SPECIFICATIONS

FOR

Rpr EOD Fac 56620, CCAFS and

Rpr EOD Exterior Fac 56620, CCAFS

DBEH 12-1574 & DBEH 12-1641

100% Submittal

DATE: January 2014

RRAAEEIISS

Range Architect-Engineer Inspection Services

Rpr EOD Fac 56620, CCAFS DBEH 12-1574 & DBEH 12-1641

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 55 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GENERAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 INTEGRATED SOLID WASTE MANAGEMENT

01 78 00 CLOSEOUT PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

02 82 13.00 98 ASBESTOS ABATEMENT

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS (ROOF DECK)

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 16.22 ROOF BOARD INSULATION (POLYISOCYANURATE)

07 52 16.14 SBS MODIFIED BITUMINOUS MEMBRANE ROOFING HOT-MOPPED

ASPHALT APPLIED

07 62 00 SHEET METAL FLASHING AND TRIM

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

SECTION TOC Page 1 1/31/14

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 31 13 METAL DUCTS

23 36 00 AIR TERMINAL UNITS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 09 23.00 40 LIGHTING CONTROL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 53 00.00 40 EXIT SIGNS

26 56 23.00 40 AREA LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 12 33.00 30 WATER METERS

SECTION TOC Page 2

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

ATTACHMENT 1

HAZARDOUS MATERIALS REPORT

-- End of Project Table of Contents --

SECTION TOC Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 55

SUMMARY OF WORK

11/11

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

1.2.2 Structural

1.2.3 Architectural

1.2.4 Mechanical

1.2.5 Electrical

1.2.6 Telecommunications

1.2.7 Fire Alarm

1.2.8 Fire Protection

1.3 REFERENCES

1.4 SUBMITTALS

1.5 CONTRACT DRAWINGS

1.5.1 Layout of Work and Elevations

1.6 WORK SCHEDULING

1.6.1 Requirements

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.7.1 Facility Contents

1.7.1.1 Responsibilities

1.7.1.2 Maintain Clean Work Areas

1.7.1.3 Damage To Existing Equipment

1.7.1.4 New Material and Construction Equipment

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

1.7.3 Vehicle Parking

1.7.3.1 Requirements

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

1.8.2 Protection

1.8.3 Transportation

1.8.4 Hazardous Materials

1.8.5 Site Protection Plan

1.9 PROTECTION OF WORK

1.10 GOVERNMENT-FURNISHED MATERIALS - Explosive storage containers

1.11 ON-SITE PERMITS

1.11.1 Utility Outage Requests And Connection Requests

1.11.1.1 Requirements

1.11.2 Work Clearance Request

1.11.3 Burn Permits

1.12 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.12.1 Removal

1.12.2 Housekeeping

1.12.3 Salvage Of Material And Equipment

1.12.3.1 Salvage Items - as indicated in drawings

SECTION 01 11 00.00 55 Page 1

1.12.4 Waste Disposal

1.12.5 Cleanup

1.12.6 Salvage And Disposal Record Keeping

1.13 RADIO FREQUENCY MANAGEMENT PROCEDURES

1.14 COMMUNICATION SECURITY

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CCAFS ACCESS REQUIREMENTS

3.1.1 Badge Requirements

3.1.1.1 Citizenship

3.1.2 General Cape Entry Requirements

3.1.3 Cape Entry Requirements for White Badge (Unescorted)

3.1.4 Temporary Cape Entry Requirements for Pink Badge (Escort

Required)

3.1.5 Construction Site Requirement

3.1.6 Air Force Restricted Area Entry Requirements (Black & Blue

Restricted Unescorted Badge)

3.2 BADGE CONTROL AND ACCOUNTABILITY

3.2.1 Safeguarding Badges

3.2.2 Reporting Lost Badges

3.2.3 Returned Badges

3.3 CCAFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 RESPONSIBILITIES

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

3.5.1.1 Location of Buried Structures and Utility Lines

3.5.1.2 Excavation, Trenching, and Backfilling

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

3.5.2 Restrictions

3.5.3 Temporary Shoring, Bracing And Supports

3.5.4 Barricades

3.6 LAND SURVEYING REQUIREMENTS

3.6.1 Contractor Provided Survey Support

3.6.1.1 Horizontal Reference Datum

3.6.1.2 Vertical Reference Datum

3.7 WELDER QUALIFICATION REQUIREMENTS

3.7.1 Welding And Brazing

3.8 HOISTING AND LIFTING

3.8.1 Lifting Operation Plan

3.9 QUALITY CONTROL

3.9.1 Licenses

3.9.2 Quality Control Manager

3.9.3 Government Inspection/Approval

3.9.4 Inspection Files

3.10 SUPERINTENDENT

3.11 CONSTRUCTION SCHEDULING REQUIREMENTS

3.11.1 Contractor Coordination Meetings

3.11.2 On-Site Construction Sequence

-- End of Section Table of Contents --

SECTION 01 11 00.00 55 Page 2

SECTION 01 11 00.00 55

SUMMARY OF WORK

11/11

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project is located at Cape Canaveral Air Force Station. Cape Canaveral Air Force Station is located at the end of State Road 401, north of Port Canaveral.

The work to be performed under this project consists of providing the labor, equipment and materials. Contractor shall bid the following three categories as follows:

Renovation - Renovate interior of building 56620. Work to include demolition/ replacement of floor, ceiling and wall finishes, lighting, electrical, plumbing and fire protection. The building shall include SIPRNET/Secure Telephone Equipment and base station communications.

Sustainment - Remove and replace existing roof system; remove and repair building exterior walls; provide new coating system after completion of envelope repairs as indicated in drawings. Wire brush exposed steel truss tails and prime/paint with zinc-rich primer/finish coat as indicated in drawings.

Minor Construction - Construct a weapons vault at interior of building as indicated in drawings. Construct a nominal 3,500 SF addition as indicated in drawings, modify existing site to accommodate requirements of the building addition, construct modifications to concrete foundation and construct a new fence for the storage area as shown in drawings to repair roof and window replacement, upgrade of HVAC system with emergency shut off, well lit parking area that is fenced in and secured by means of an ESS system.

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

Install new asphalt at facility 56620 immediate perimeter where disturbed by building demolition, protruding features, obsolete utility services & equipment, and new utility service connections.

Provide and install site/drainage modifications for installation of new retention pond as shown in drawings.

Construct new chain link fence including fence and access gate at facility site entry point as well as at explosive storage area.

Construct new explosive storage foundations, top of foundations to be above flood stage elevation as shown in drawings.

Coordinate installation of new Fire Protection system at facility 56620 with potable and fire water services from the existing Area 55 water system with backflow prevention and potable water meter.

SECTION 01 11 00.00 55 Page 3

1.2.2 Structural

Demolish existing warehouse CMU and concrete building addition at south east corner of the main facility.

Construct a new approximately 3500 SF, 3-bay vehicle Bay with concrete block walls, steel deck supported by steel bar joists and accesses by overhead roll-up doors.

Construct new exterior HVAC equipment pad, top of pad to be above flood elevation; construct new interior HVAC concrete housekeeping pads as shown in drawings.

1.2.3 Architectural

Demolish south-east section of building 56620, including but not limited to the roof finish and roof structure, wall and floor construction; demolish existing East Electrical Room and Loading Dock ;

Demolish existing interior ceilings, walls, doors and building infrastructure as needed to reconfigure existing facility for EOD usage;

Renovate interior of facility including installation of new walls, new ceilings, new ATFP windows, new floor finishes and new interior doors as needed to reconfigure existing facility; repair floor elevations to accommodate new floor plan configuration;

Construct new weapons vault;

Construct classified information room (SIPRNET);

Modify building exterior to accommodate new ATFP windows, seal exterior walls and apply new coating system;demolish existing built-up roof, repair existing roof deck including the exposed steel truss tails, provide new roofing system and corrosion treat truss tails prior to flashing installation as indicated in drawings.

Field coordinate HVAC, fire protection, lighting and electrical end item installation with the building structure;

Construct new 3-bay, 3500 SF facility, Vehicle Maintenance Facility, attached to south-east corner of the facility.

1.2.4 Mechanical

Provide new mechanical system to accommodate facility 56620 building renovation. Main office building shall have a new DX VAV AHU with VFD and condensing unit. Air distribution shall be fully ducted with variable air volume terminal units utilizing electric reheat with rigid insulation. New exhaust fans shall be installed for the restroom exhaust, dryer ventilation and range hood fully ducted through roof. The vehicle storage bay shall be conditioned utilizing a 100% outside air unit, wall mounted louver and roof mounted relief vent. The entire HVAC system shall utilize a LONworks compatible direct digital control system with space mounted sensors and front end with full graphic display, hand off auto capabilities and wall mounted JACE to communicate with Base front end located at PAFB. New plumbing shall also be installed throughout utilizing new sanitary and domestic main brought into building as well as new electric hot water tank as shown with saw cutting existing slab to accommodate all new underground piping.

SECTION 01 11 00.00 55 Page 4

1.2.5 Electrical

Remove existing electrical equipment except where indicated. Equipment to be removed shall include power, lighting, communication and fire alarm.

Remove all associated conduit and wire. Install new panelboards, receptacles, communication outlets, lighting fixtures (including emergency and exit), switches, dimmers, telephone outlet boxes, fire alarm devices, conduit and wire. Provide power to existing buildings in the area.

Temporary power to existing buidings in the area shall be fed from the existing utility transformer. Provide (2) 400A temporary service disconnects mounted near the existing utility transformer for temporary power source to existing buildings. Provide cable and wire as required for temporary power.

1.2.6 Telecommunications

Communication work shall be coordinated with the Base Communications Group. Provide communications drops, CAT6 cable, and patch panel.

1.2.7 Fire Alarm

Remove existing fire alarm and detection system. Install new fire alarm and mass notification system. Coordinate with sprinkler system installation.

1.2.8 Fire Protection

Install new automatic wet-pipe fire sprinkler system throughout the existing building and new addition. Install new underground piping and backflow preventer to supply new fire sprinkler system. Fire sprinkler system shall be in compliance with all applicable code requirements.

1.3 REFERENCES

The Wing 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.

45TH SPACE WING (SWI)

45 SW 31-1 45 SW Integrated Defense Plan 31-1

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 (2009) Specification for Welding Procedure and Performance Qualification

AWS D1.1/D1.1M (2010; Errata 2011) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME BPVC SEC IX (2010) BPVC Section IX-Welding and Brazing Qualifications

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 Safeguarding Construction,Alteration, and Demolition Operations

SECTION 01 11 00.00 55 Page 5

U.S. AIR FORCE (USAF)

AFI 33-118 (2002) Radio Frequency (RF) Spectrum Management

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE EM 385-1-1 Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-01 (2009) Fire Protection Engineering for Facilities

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.4 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES in sufficient detail to show full compliance with the specification:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer (throughout this document, the term "Contracting Officer" shall mean "Contracting Officer or his Representative:"

Lifting Operation Plan

Utility Outage Requests

Connection Requests

Hazardous Materials (including all paint)

Disposal Log

1.5 CONTRACT DRAWINGS

See Drawing Index for list of project drawings.

Contract drawings, maps, and specifications will be furnished to the Contractor either hard copy or electronic at the Government's discretion (electronic drawings are to be provided in .dwg format). Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Contracting Officer of any discrepancies. Verify all drawings are 100 percent final drawings released for construction.

The drawings indicate the general location and arrangement of existing conditions. It is mandatory that the Contractor visit the site to

SECTION 01 11 00.00 55 Page 6 determine the complexity of the work and the existing conditions affecting the work. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions clause of this contract.

1.5.1 Layout of Work and Elevations

Dimensions and elevations indicated in the layout of work shall be verified by the Contractor. Discrepancies between the drawings, specifications and/or existing conditions shall be referred to the Contracting Officer in writing, for review, before the affected work is performed. Failure to make notification shall place the responsibility upon the Contractor to carry out the work in a satisfactory and workmanlike manner.

1.6 WORK SCHEDULING

Work Schedules for all on-site activities must be reviewed and approved by the Contracting Officer prior to start of the project; and all activities coordinated with the Contracting Officer once work has begun.

Contractor shall allow for non-access days where construction activity is prohibited due to hazardous operations or launch activity. When possible, the Government will provide 24 hour notification each time the restrictions are invoked.

1.6.1 Requirements

Working hours will normally range between the hours of 7:30 AM and 4:00 PM (0730-1600) excluding Saturdays, Sundays and Federal Holidays. If work must be done during periods other than above, additional Government inspection and Range Support personnel may be required. Notification must be given to the Contracting Officer five working days in advance of intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such support is reasonably available, the Contracting Officer may authorize work to be performed during periods other than normal duty hours/days. Work beyond normal hours/days will be required for major utility outages.

No construction work shall take place over the Christmas/New Year holiday period. This period will start one full work day before the Federal Christmas holiday and end the first work day after the Federal New Year Holiday. The Contractor may request to work during this time at the discretion of the Contracting Officer, however no base support will be available.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

Building(s) will not be occupied during performance of work under this Contract. If occupied, occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall submit a plan to the Contracting Officer or Representative for approval. The plan shall include a sequence of procedures, means of access, space plan for storage of materials and equipment, and use of approaches, corridors, and stairways.

This plan must comply with NFPA 241 requirements that all exits and exit

SECTION 01 11 00.00 55 Page 7 access must be maintained at all times (Ref: UFC 3-600-01). Base Fire Department is required to approve any deviations which affect the exiting or exit access from the building.

1.7.1 Facility Contents

1.7.1.1 Responsibilities

The schedule of work shall be closely coordinated with the Contracting Officer. Unless otherwise stated, remove all furniture, equipment, curtains, drapes, pictures, blackboards, etc., as required to perform the work. Any movable or fixed furniture, equipment, carpet, etc., remaining in the work area shall be covered and protected from damage. All relocated items shall also be protected from damage throughout the construction period. After completion of work and prior to final acceptance, replace removed items in their original location.

1.7.1.2 Maintain Clean Work Areas

All work areas shall be kept clean at all times. Contractor shall prevent introduction of dirt or dust into areas adjacent to the work areas. All materials, tools and equipment shall be thoroughly cleaned prior to being brought into the work areas or adjacent areas.

1.7.1.3 Damage To Existing Equipment

Any damage must be reported to the contracting officer immediately. Damage to existing materials, equipment or systems occurring from Contractor activities or neglect, shall, at the sole discretion of the Contracting Officer, be repaired or replaced by the Contractor at no cost to the Federal Government.

1.7.1.4 New Material and Construction Equipment

Only material and construction equipment designated for performance of contract work may be stored at the construction site or located in Government-controlled warehouses or shop facilities.

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

Exclusive use or control of any area will not be allowed as the Government must have access to all areas at all times. All work must be scheduled around operational constraints.

1.7.3 Vehicle Parking

1.7.3.1 Requirements

Job and support vehicles for workers will be parked in designated parking areas within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor shall be responsible for repairing or replacing any facility/grounds damaged areas.

SECTION 01 11 00.00 55 Page 8

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

Contractor may be assigned a storage area upon written request to the Contracting Officer. Contractor's request shall indicate dimensions of trailer, size of storage area, and utilities required. Space at one of the base central storage areas will be assigned to the Contractor by the Contracting Officer. All trailers shall be in good and safe condition.

Storage space may not be co-located with construction site, at the Contracting Officer's discretion.

Contractor is responsible for contacting the local phone company, BellSouth, to request a telephone number and line for their office trailer.

1.8.2 Protection

Store and protect products in accordance with manufacturer's instructions.

Store products with seals, labels intact and legible. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to the product. Products acceptable for exterior storage shall be on sloped supports above ground.

1.8.3 Transportation

Transport and handle products in accordance with manufacturer's instructions. Promptly inspect shipments to ensure the products comply with requirements, quantities are correct, and products are undamaged.

Protect products subject to deterioration with impervious sheet covering.

Provide ventilation to prevent condensation and degradation of products.

Store loose granular materials on solid flat surfaces in a well drained area. Prevent mixing with foreign materials.

1.8.4 Hazardous Materials

Hazardous Materials & petroleum product containers shall be stored on an impervious surface with containment. Incompatible materials shall be segregated and have separate containment systems. Additional HAZMAT requirements are provided in Section 01 57 20.00 10 ENVIRONMENTAL

PROTECTION.

1.8.5 Site Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations shall be protected against damage.

Contractor shall comply with UFC 3-600-01 and is required to protect areas adjacent to the construction site.

1.9 PROTECTION OF WORK

Prior to performing any excavation work or any surface penetrations on any ground surface, the Contractor shall obtain from the Contracting Office or representative, assistance for locating current subsurface utilities for the particular area to be worked on. Contractor shall stake out subsurface high voltage cables, communication cables, and pipe lines indicated within the scope of the work contemplated.

Contractor shall notify the Contracting Officer, 14 days prior to the start of excavation work or surface penetration, to enable the Contracting

SECTION 01 11 00.00 55 Page 9

Officer to review measures being taken to prevent hazard to employees and possible damage to subsurface utilities, and allow Infrastructure O&M Services (IOMS) time to respond to scanning requests. Where emergency conditions preclude the 14 days advance notification, the Contractor shall immediately inform the Contracting Officer of his intention to initiate work prior to actual start of activity.

After excavation permit has been obtained and prior to any excavating, verify with Cape Support (853-5211) that there are no "Critical Days" that would prevent excavation.

Contractor shall temporarily halt any machine excavation work or other surface penetration when approaching within 5 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

1.10 GOVERNMENT-FURNISHED MATERIALS - Explosive storage containers

Government will furnish to the Contractor the following property to be incorporated or installed in the work, or used in its performance. Such property will be furnished as Freight On Board (F.O.B.) at construction site. Maintain and protect Government furnished property once it is on the construction site.

1.11 ON-SITE PERMITS

1.11.1 Utility Outage Requests And Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and Connection Requests required during the execution of work that affect existing systems shall be arranged at the convenience of the Government, which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government.

Each Utility Outage and Connection Requests shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.11.1.1 Requirements

A written request for a utilities outage (electricity, communication, water, compressed air, gas, steam, air conditioning, fire detection and suppression systems, etc.) must be submitted to the Contracting Officer at least 14 calendar days in advance of the desired outage. Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization shall be carefully observed. Final verbal coordination shall be made 4 hours prior to the outage by calling the Contracting Officer or his representative. A utilities outage without prior approval and coordination is prohibited.

Utility outages affecting fire alarm, fire detection, fire suppression, fire pumps and water supplies to fire protection systems greater than 4 hours will require a fire watch per NFPA 241 (Chapter 7).

Since many systems are critical to facility operations, the number and duration of utility outages shall be kept to an absolute minimum. All work effort shall be coordinated and sufficient manpower, materials, and equipment shall be provided to complete the work within the authorized

SECTION 01 11 00.00 55 Page 10 outage window.

Existing utility services may be interrupted only when approved by the Contracting Officer. The interruption shall be scheduled at a time of minimum demand on the utility, convenient to the Government. Outages on weekends, holidays, or evenings shall be performed at no additional cost to the Government.

Contractor shall make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruption to system operation. All temporary utility hook-ups and disconnects shall be made by the Contractor.

If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

1.11.2 Work Clearance Request

All construction work requires a Work Clearance Request, AF IMT 103. This permit is processed by the Government and provided to the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities.

1.11.3 Burn Permits

Burn permits are required for any spark or flame producing activity. Burn Permits shall be obtained thru Cape Support (853-5211).

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on any USAF facility.

1.12 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.12.1 Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Removal operations shall be performed in such a manner that adjacent areas, installed equipment, or existing utilities are not damaged. Repair all openings that occur due to removal or demolition operations to match adjacent, existing surfaces. Any damage incurred during removal operations shall be repaired at no additional cost to the Government.

1.12.2 Housekeeping

Sufficient personnel and equipment shall be provided to ensure compliance with all housekeeping requirements. Work will not be allowed in those areas that do not comply with the requirements of Section 14.C of COE EM 385-1-1. Job sites are to be kept clean on an ongoing, daily basis. All areas are to be thoroughly cleaned prior to leaving the jobsite at completion of project work.

1.12.3 Salvage Of Material And Equipment

All salvageable materials or items to be removed shall remain the property of the Federal Government. Salvageable items are listed below in the paragraph entitled, "Salvage Items". Salvageable items shall be

SECTION 01 11 00.00 55 Page 11 transported to and deposited at the Defense Reutilization and Marketing Office (DRMO) at Cape Canaveral Air Force Station at the contractor's expense.

Salvageable material must be segregated and separated into categories before transport. Material shall be palletized or moveable by forklift (maximum 10,000 lbs). For material that is not palletized, it will be the responsibility of the Contractor to provide labor support for material removal. Scrap metal shall be maximum 15 feet in length and 4 feet in width.

Deliveries to DRMO shall be scheduled through the Contracting Officer a minimum of 72 hours in advance. All salvageable items delivered to DRMO shall be accompanied by a properly prepared DD Form 1348. This form will be furnished by the Contracting Officer. A signed copy by DRMO reflecting the turn in materials shall be furnished to the Contracting Officer.

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 until disposition by the Contracting Officer.

Material to be salvaged and reinstalled by the Contractor shall be protected during removal and stored to prevent damage.

For reference purposes salvageable is defined as: items, material, equipment which can be refitted, reworked, and restored and put to use or sold. The Contracting Officer shall have sole discretion as to determining whether any particular item is salvageable.

1.12.3.1 Salvage Items - as indicated in drawings

1.12.4 Waste Disposal

Non-salvageable material and debris shall be removed from work areas and disposed of daily. Contractor may use Cape Canaveral Air Force Station (CCAFS) landfill for disposal of CCAFS and PAFB C&D debris in accordance with Florida Department of Environmental Protection (FDEP) permits.

Asbestos waste shall be disposed of at the CCAFS asbestos mono-fill unless otherwise directed by the Contracting Officer.

Refer to Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION for further waste disposal and record keeping requirements.

1.12.5 Cleanup

All waste materials, except indicated salvaged items, generated by the construction shall be hauled off U.S. Government property at the end of each work day and deposited at a disposal site selected by the Contractor.

Disposal shall be in accordance with federal, state, county and city ordinances and at the expense of the Contractor.

Upon completion of the construction each day, the Contractor shall leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

SECTION 01 11 00.00 55 Page 12

1.12.6 Salvage And Disposal Record Keeping

Contractor shall maintain and submit quarterly and at the completion of the project to the contracting officer a Disposal Log of all materials removed from the job site. This inventory shall include waste materials disposed in landfills and materials reused on the job, sold for salvage and recycled. At a minimum the Contractor shall identify the type of materials, material weight, disposition (landfill or recycle), receiving facility (name, address and phone number).

1.13 RADIO FREQUENCY MANAGEMENT PROCEDURES

The following procedures shall be followed in obtaining radio frequency authorization:

The policy and procedures contained in AFI 33-118 shall be followed to obtain frequency allocation approval of electronic devices and USAF Radio Frequency Assignment.

1.14 COMMUNICATION SECURITY

Government telecommunications networks are continually subject to interception by hostile/unfriendly intelligent organizations. Therefore, the DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls from, or terminating at, DOD organizations. Contractor shall assume the responsibility for ensuring frequent dissemination of this information to all employees dealing with official DOD information.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CCAFS ACCESS REQUIREMENTS

3.1.1 Badge Requirements

Employees working at CCAFS are required to have in their possession a current Cape Badge. These badges are described below and may be obtained at the CCAFS Pass and ID office (Building 1068) after the required information/identified in the following paragraphs is submitted (Requests must be submitted AT LEAST 72 hours, 3 work days, prior to issue date to complete required checks). The CCAFS Pass and ID office hours are 0600 to 1600 for temporary badges and 0730 to 1530 for permanent badges (must have an appointment for permanent badges (321) 853-3458). Two forms of identification are required before any badge will be issued. One form must be from the primary list below:

Primary - State issued Drivers License with a photograph; State issued Identification Card with a photograph; DOD, State, County or City Government ID Card with photograph; US Passport (current or expired);

Resident Alien ID Card; Foreign Passport; US Coast Guard Merchant Marine ID Card

Secondary - US Birth Certificate; Certificate of US Citizenship;

Certificate of Naturalization; Unexpired Temporary Resident Card; Voter Registration Card; Native American Tribal Document; US Social Security

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Card; Certificate of Birth Abroad issued by the Dept of State; Current photo already in PASS or AF Computer Badge System

Upon contract completion the Contractor shall be responsible for retrieval of the badges and return to CCAFS Pass and ID within 10 days of the completion date. All security paperwork must be returned to the 45th Security Forces.

When Contractor is mentioned within this document, this includes any and all Lower Tier Subcontractors.

Contractor is responsible for satisfying the prerequisites for unescorted entry. Contractor is responsible for providing escort services for their personnel and subcontractors at contractor's expense.

These badging requirements are subject to change.

3.1.1.1 Citizenship

If an employee is not a United States Citizen, 30 days notice must be given to the 45th Security Forces in order to obtain a CCAFS Badge. A Foreign Visit Request Form will be sent to 45th Space Wing Joint Plans and Customer Service, PAFB, for approval. Upon approval, a CCAFS Green Badge (Foreign National Badge) will be issued by PASS & ID. This CCAFS green badge requires continuous escort while on CCAFS and KSC. A US Government permanent or temporary green resident identification card must be presented to Pass & ID to obtain the CCAFS green badge.

Citizenship for all employees requesting a CCAFS entry badge must be verified by birth certificate, passport, voter registration card, resident alien card, or certificate of naturalization (Social Security cards and Driver's licenses will not be accepted as proof of citizenship). Proof of US citizenship must be verified before a badge is requested.

3.1.2 General Cape Entry Requirements

Contractor shall contact CCAFS Contracting (853-6146) to obtain an AFSPC Form 577 for signature authority for badging. Once the AFSPC Form 577 has been approved, the Contractor shall submit his/hers list of employees to be badged for the Cape on company letterhead (example obtained from Contracting) to CCAFS Contracting for approval. A CCAFS Temporary Pass Request must be completed for each employee obtaining a CCAFS Cape badge.

All procedures under subpart entitled "CCAFS ACCESS REQUIREMENTS" of this section shall be followed/submitted in order to obtain a CCAFS badge.

Contractor shall submit a badge request at least 48 hours in advance on form 45 SFS/S6 Form 1, latest edition, which shall include the following information:

a. Full Legal Name(s) (In Alphabetical Order- Last Name, First Name and Middle Name, as it appears on Drivers License)

b. Citizenship with proof of US citizenship (if not USA, see paragraph entitled Citizenship of this section).

c. Social Security Number of the Designated Individual(s)

d. Driver's License Number, State of Issue

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e. Time of Required Badging (Start Date and Expiration Date)

f. Name, Address and Phone Number of Prime Contractor

g. Name, Address and Phone Number of Subcontractor

3.1.3 Cape Entry Requirements for White Badge (Unescorted)

All requirements for paragraph entitled "General Cape Entry Requirements" of this section shall be submitted along with the following to obtain a white unescorted Cape badge.

In accordance with CCAFS badging requirements, the Contractor requesting a White Badge for unescorted entry to general areas of CCAFS shall submit proof of US citizenship as stated in paragraph entitled "Citizenship" of this section. A White Unescorted Badge will be issued at the discretion of the 45th Security Forces.

3.1.4 Temporary Cape Entry Requirements for Pink Badge (Escort Required)

All requirements for paragraph entitled "General Cape Entry Requirements" of this section shall be submitted along with the following to obtain a pink escorted Cape badge.

For temporary entry onto CCAFS, a temporary Cape Entry Badge and escort are required. Contractor shall submit a badge request at least 48 hours in advance.

Contractor is responsible for satisfying the prerequisites for unescorted entry. Contractor is responsible for providing escort services for their personnel and subcontractors.

3.1.5 Construction Site Requirement

All on-site project work is confined to non-restricted areas. That is, no restricted area badge shall be necessary to accomplish the on-site work.

However, normal access requirements into CCAFS must still be accomplished.

3.1.6 Air Force Restricted Area Entry Requirements (Black & Blue Restricted Unescorted Badge)

Access to construction sites located within Air Force restricted areas requires a Restricted Area Automated Entry Control Card (AECC)Black & Blue Restricted Area Badge. Contractor is responsible for satisfying the prerequisites for unescorted entry and/or providing escorted entry to an Air Force restricted area for all their personnel and subcontractor personnel. Escort services will not be provided by the Government. It is the Contractor's responsibility to determine the minimum number of personnel needed and obtain the required badges with escort authority in order to meet the contract requirements. Failure to do so could result in denied access to the construction site, interruption of performance and negatively impact timely contract completion.

Individuals meeting the 45 SW 31-1 security requirements will be allowed to acquire restricted area badges. This document is the 45th Space Wing Instructions that establishes USAF restricted areas and defines normal security operations for operational space launch resources located on CCAFS.

Before a restricted area badge can be issued for entry into Air Force

SECTION 01 11 00.00 55 Page 15 restricted areas that do not require a security clearance the Contractors employee must have been subjected to a Dod security investigation, National Agency Check with Inquiries (NACI) and be granted a favorable eligibility for a position of trust. This process can take 1-2 months if there are no issues discovered during the investigation process. The process for initiating these type of investigations is through the Air Force Program Manager's unit Security Manager.

Air Force restricted areas that, in addition to the AECC Badge, require a security clearance (i.e., MOC, XY, etc.,) for unescorted access to an area require additional security requirements and contractual authorization.

This authorization is a DD Form 254, Contract Security Classification Specification that has been issued with the contract. This document allows the Contractor to apply for a DoD Facility Security Clearance for their respective company. Once the company has been cleared by DoD the contractor will then be allowed to submit individual personnel security investigations for their work staff. For a DoD security clearance contractor personnel will be subjected to a more stringent security investigation, National Agency Check with Local Agency Check and Credit Check (NACLC). This investigation and clearance process can take 3-6 months if no issues are discovered during the investigation process.

Instructions for completing personnel security questionnaires will be provided, dependent upon what investigation is to be submitted. Timeliness in completing this form is critical to help reduce overall time.

Once a favorable determination of a security clearance has been issued within JPAS, the Contrator will complete an AF Form 2586 (signed by CCAFS Contracting in signature block #2) and transmit it to the Facility Manager of the restricted area for signature. After obtaining signatures, the individuals must make an appointment with CCAFS Pass & ID to obtain a Restricted Area Badge.

If an individual has previously had a NASA badge, contact the NASA Security Officer and have the records transferred to CCAFS PASS & ID (Fax 321-853-3441). Call for specific instructions.

If an individual has previously had a NASA badge, contact the NASA Security Officer and have the records transferred to CCAFS PASS & ID (Fax 321-853-3441). Call for specific instructions.

In order for Contractor personnel to enter restricted areas, a Restricted Area Badge for the area is required. Those individuals in possession of a White or Pink Badge must remain under the surveillance of the escorts at all times while working in the restricted area. Escorts are subject to having their base access privileges revoked if it is found that they are not in visual contact with the employees they are escorting. The required responsibilities and duties of an escort shall be adhered to by all Contractor and subcontractor personnel. 45 SW 31-1 and Restricted Area Badge Processing Guide outline the requirements and procedures in obtaining a restricted area badge.

Contingent upon the location and nature of the work, a construction site "Free Zone" may be established by the Commander of the restricted area site. If the area is designated as a construction site "Free Zone", only normal access requirements to CCAFS will apply.

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3.2 BADGE CONTROL AND ACCOUNTABILITY

The prime Contractor shall be accountable for all badges issued during the performance of this contract. Upon completion or termination of the contract or expiration of the identification badges/passes, the prime Contractor shall ensure that all base identification badges/passes issued to employees and all subcontractor employees are returned to the issuing office. All badges must be returned to CCAFS Security Forces Pass & ID before a new badge will be issued.

3.2.1 Safeguarding Badges

Contractor badges issued by Pass and ID remain the property of the Government and shall be protected at all times. Badges must not be left unattended in vehicles on or off base. Misuse or tampering of badges is a criminal offense. Violators will lose their base access privilege and may be subject to prosecution.

3.2.2 Reporting Lost Badges

Lost badges must be reported within 24 hours. Contractor shall submit a letter to the Security Forces, through the Contracting Officer, explaining the details of the circumstances. As a minimum include the name and Social Security Number of the individual and when and where the badge was lost.

This letter must be on file at the Security Forces Pass and ID before a new badge will be issued.

3.2.3 Returned Badges

Prior to submitting an invoice for final payment, the prime Contractor shall obtain a clearance certification from the issuing office which states all base identification badges/passes have been turned in, accounted for, or transferred to a follow-on contract. This certification shall be submitted to the Contracting Officer prior to submission of the final invoice for payment.

3.3 CCAFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the CCAFS South Gate for access. To the maximum extent possible, deliveries shall be scheduled between 1000 and 1500 hours to avoid the peak traffic volume times. The driver of each delivery vehicle and their passengers must have the following:

a. A valid photo ID; and

b. A valid bill of lading; and

c. A known delivery point on CCAFS; and

d. An on-base or local phone number and POC to vouch for delivery

Only deliveries that can be verified will be allowed to proceed. Special deliveries, deliveries after normal business hours, or deliveries that cannot negotiate through the barricades must be coordinated in advance.

All delivery vehicles shall be inspected by Security Forces personnel prior

SECTION 01 11 00.00 55 Page 17 to being allowed to proceed onto the installation.

3.3.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials shall comply with this section. All hazardous deliveries shall enter through the same gates as non-hazardous delivers and have the information required for non-hazardous deliveries (see subpart entitled "Non-Hazardous Deliveries" of this section). Only deliveries that can be verified will be allowed to proceed. In addition, hazardous deliveries must be scheduled a minimum of 48 hours in advance for escort by Security Forces to and from job site. Contractors shall contact the CCAFS Security at 321-853-2121 to arrange for hazardous delivery escorts. Deliveries that have not arranged in advance for Security Forces escorts will be turned away and must be re-scheduled.

3.4 RESPONSIBILITIES

The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and that such delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to follow the badging guidelines above shall not be considered grounds for contract extension or compensation.

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

Excavation shall be accomplished only after the Dig permit is received and utility locates accomplished and then with extreme caution to prevent damage to the existing buried utilities in the area. All open trenches must comply with OSHA regulations. All excavation must be further approved by daily contact with Cape Support (321-853-5211).

3.5.1.1 Location of Buried Structures and Utility Lines

Accurately locate and stake structures and utility lines indicated by the Government provided Utility Locators on CCAFS. If unidentified underground utilities are encountered during excavation, notify the Contracting Officer and cease operations until they are properly identified.

3.5.1.2 Excavation, Trenching, and Backfilling

Open only those trenches for which material is ready to be placed. As soon as approved by the Technical Representative, trenches shall be backfilled and tamped as required by the drawings and specifications. As a minimum, the topsoil shall be replaced and the disturbed area shall be grassed by seeding, watered and maintained for a minimum of 60 calendar days. All excavation shall be in compliance with OSHA regulations. Mark or barricade construction work which may present a hazard.

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

Repair roads, streets, and paved parking areas which require surface cutting under this project within 10 calendar days after initial cutting.

The topping shall be a minimum of 2 inches of asphalt and match existing

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(concrete topping on asphalt areas is not allowed). Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard per OSHA 29 CFR 1910. Contractor shall provide signaling, lighting, and barricades in the construction area conforming to the Manual on Uniform Traffic Control Devices, OSHA 29 CFR 1926.201 and 1926.202.

Closures of Streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 14 calendar days before the scheduled closure.

3.5.2 Restrictions

Excavation at the work site may be accomplished with machinery only after underground utilities have been identified and with approval by Contracting Officer.

Hand digging is required within five feet of located underground utilities.

3.5.3 Temporary Shoring, Bracing And Supports

All new excavation and trenching work shall be securely and safely supported during installation with temporary, but substantial, shoring, bracing, hangers and other supports as required by OSHA regulations. After new work is completed and completely cured (if required) and all permanent fasteners, anchors and supports are properly installed, the temporary supports shall be removed.

3.5.4 Barricades

Guardrails, fences or other suitable barricades and warning lights shall be placed at all open excavations/trenches which are adjacent to paths, walkways, sidewalks, vehicle parking areas, and other pedestrian or vehicle thoroughfares.

3.6 LAND SURVEYING REQUIREMENTS

Land surveying, to include all projections and datum points, shall be required for all modifications affecting civil site plans (e.g., utilities, additions, new construction or storm water modifications). The survey shall be performed by a State of Florida Professional Licensed Surveyor (PLS) and shall be submitted by the Contractor in digital and hard copy format.

3.6.1 Contractor Provided Survey Support

Record drawings shall reflect all civil site developments such as new facility and/or land…