Attch_2_-_Project_Specifications.pdf

CAPE CANAVERAL AIR FORCE STATION

Technical Specifications for

DBEH 10-1524

Repair Visitor Control Center Facility 1068, CCAFS

DATE: January 2015

RRAAEEIISS

Range Architect-Engineer Inspection Services

Repair Visitor Control Center Facility 1068, CCAFS DBEG 10-1524

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 16 TEMPORARY PEST CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 74 19 INTEGRATED SOLID WASTE MANAGEMENT

01 78 00 CLOSEOUT PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

02 82 13.00 98 ASBESTOS ABATEMENT

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 90 00 PAINTS AND COATINGS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

DIVISION 27 - COMMUNICATIONS

27 10 00.00 30 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

PROJECT TABLE OF CONTENTS Page 1 1/28/2015

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 30 00 SANITARY SEWERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 55

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

1.2.2 Architectural

1.2.3 Mechanical

1.2.4 Electrical

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 - None

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 - None

1.12.4 Waste Disposal

1.12.5 Cleanup

1.12.6 Salvage And Disposal Record Keeping

1.13 RADIO FREQUENCY MANAGEMENT PROCEDURES

SECTION 01 11 00.00 55 Page 1 11/25/14

1.14 COMMUNICATION SECURITY

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Badge Requirements

3.1.2 Construction Site Requirement

3.2 BADGE CONTROL AND ACCOUNTABILITY

3.2.1 Safeguarding Badges

3.2.2 Reporting Lost Badges

3.2.3 Returned Badges

3.2.4 CCAFS VEHICLE INSPECTION

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 11/25/14

SECTION 01 11 00.00 55

SUMMARY OF WORK

10/14

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 to renovate the Visitor Control Center, Facility 1068, CCAFS South Gate.

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

Provide gravity sewer connection from new brake room sinks to the existing facility gravity sewer. New gravity sewer exterior of the facility will be excavated, placed underground, and backfilled in a grassed lawn and pass under a concrete walk. Restore exterior site work to original ground cover, walks, and grade condition.

1.2.2 Architectural

This project is divided into two (2) areas of work intended to separate the construction process and maintain the function of the facility during the sequential construction process on both areas of work. The Contractor shall provide to the Contracting Officer for approval, a work plan indicating the sequence of construction, integrated with the User requirement for transition of equipment from one area of work to another.

The GC shall coordinate removal of existing furniture, relocation of furniture and removal and relocation of DBIDS equipment and extension of associated wiring, to temporary locations in order to maintain the function of the facility. The GC shall coordinate installation of dust barrier with removal of ceramic tiles at area of work 1. The GC shall relocate existing equipment to agreed-upon location within the facility, for temporary storage and re-installation.

Renovate existing interior of the CCAFS south Gate Badging Facility, per drawings and specifications.

1.2.3 Mechanical

Plumbing renovation to include tying into the existing 6 inch sanitary main and routing new sanitary drain piping outside of facility and to wall of new break sink location as indicated on plans. Run new domestic water line from existing line tie in above ceiling to new kitchen sink location to include new sink, fixture, drain piping and tankless electric instantaneous hot water heater for a complete and thorough installation.

SECTION 01 11 00.00 55 Page 3 11/25/14

1.2.4 Electrical

Prior to the start of demolition provide 4 data outlets and 4 telephone outlets at the location shown on the drawings. The intent is provide data and phone at a location in the building that will allow badging operations to continue during construction.

Remove existing telephone outlets, data outlets and electrical receptacles located in the existing badging workstations. Install new telephone outlets, data outlets and electrical receptacles in the new badging workstations. New data and telephone outlets shall be connected to the existing communication rack using CAT 6 cable. New electrical receptacles shall be fed from existing power panel located in the electrical closet.

At the completion of construction remove any temporary data and telephone outlets. Repair any damage to the ceiling, walls or floors.

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.

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1/B2.1M (2014) 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 (2013) Standard for Safeguarding Construction,Alteration, and Demolition Operations

U.S. AIR FORCE (USAF)

AFI 33-118 (2008) Electromagnetic Spectrum Management

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 2011) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-01 (26 September 2006 Change 3, 1 Mar 2013) Fire Protection Engineering for Facilities

SECTION 01 11 00.00 55 Page 4 11/25/14

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

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

submittals not having a "G" designation are for Contractor Quality Control information only. 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:

Lifting Operation Plan;G

Utility Outage Requests;G

Connection Requests;G

Air Force Form 3952 (AF 3952), Chemical/Hazardous Material Request Authorization;G (including all paint)

Disposal Log;G

Premises/Access Plan;G

Storage Area Request;G

Contractor Survey Record Drawings;G

Superintendent Contact and Qualifications;G

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 will be provided in .pdf and/or .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 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.

SECTION 01 11 00.00 55 Page 5 11/25/14

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. Due to the critical nature of the work location, all work pertaining to this contract shall be completed with minimal disruption to the operation of the Visitor Control Center, Facility 1068.

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 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 Premises/Access 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 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.

SECTION 01 11 00.00 55 Page 6 11/25/14

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.

The entire area will not be available to the Contractor at one time. The following phases of work and procedures are required:

a. Install visqueen and wood frame partition/dust separation.

Partition shall be anchored to the existing gypsum board walls and the concrete deck (after removal of C.T. Flooring in area of work

1) refer to typical detail.

b. Extend wiring/cables to temporary badging facilities.

c. Renovate area of work 1 per drawings and specs. Coordinate new C.T. installation with removal of dust barrier.

d. Modify spaces are part of work 2 per drawings and specs.

Demolition of critical facility systems mechanical, electrical, etc. shall not be started until replacement equipment is on site.

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

SECTION 01 11 00.00 55 Page 7 11/25/14 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.

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

Contractor may be assigned a storage area upon submitting written Storage Area Request to the Contracting Officer. Contractor's Storage Area Request shall indicate dimensions of trailer, size of storage area, and utilities required. All trailers shall be in good and safe condition. Storage space may be co-located with construction site, at the Contracting Officer's discretion.

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

Submitt an Air Force Form 3952 (AF 3952), Chemical/Hazardous Material Request Authorization if hazardous materials & petroleum product will used on site. 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.

SECTION 01 11 00.00 55 Page 8 11/25/14

1.9 PROTECTION OF WORK

Prior to performing any excavation work or any surface penetrations on any ground surface an AF103 must be submitted to obtain approval for excavation work. 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 Civil Engineering Project Manager, 14 days prior to the start of excavation work or surface penetration, to enable the Contracting Officer to review measures being taken to prevent hazard to employees and possible damage to subsurface utilities, and allow the base support contract time to respond to scanning requests. Where emergency conditions preclude the 14 days advance notification, the Contractor shall immediately inform the Contracting Officer of their 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 - None

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. 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).

SECTION 01 11 00.00 55 Page 9 11/25/14

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 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 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.

SECTION 01 11 00.00 55 Page 10 11/25/14

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 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 - None

1.12.4 Waste Disposal

Non-salvageable material and debris shall be removed from work areas and disposed of daily. Contractor may use PAFB C&D debris in accordance with Florida Department of Environmental Protection (FDEP) permits.

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 11 11/25/14

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 ACCESS REQUIREMENTS

3.1.1 Badge Requirements

Contractors working on base are required to have in their possession a current Defense Biometric Identification System DBIDS)( Badge or vaild CAC card. Application for and use of DBIDS badges will be in accordance with 45 SW IDP 31-1, and furnished without charge. The contractor shall complete Section I of the 45 SFS Badge/Visitor Request Form and submit to the CE Security Manager (321-853-9710) for DBIDS badge requests.

Anticipate a three-day lead time for Security Forces to process the documents and conduct the required background check, excluding weekends and holidays. NOTE: The day that contractor's badges are sent to the CE Security Manager does NOT count as the first of the three day processing time. When sending 45 SFS Badge/Visitor Request Form through FAX, a DD Form 2923 "Privacy Act Data Cover Sheet" must be used. Please contact CE Security Manager prior to transmittal to insure receipt of tranmittal. The Privacy Act applies to all badging request documents.

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

SECTION 01 11 00.00 55 Page 12 11/25/14

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 Card; Certificate of Birth Abroad issued by the Dept of State; Current photo already in DBIDS 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.

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.

3.1.2 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.

3.2 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, SECTION 01 11 00.00 55 Page 13 11/25/14 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.

3.2.4 CCAFS VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road 401 near the Pass & ID Badging Station.. Manned Operating hours are scheduled from 0600-1700. For after hours access, call CCAFS Security Forces at (321) ___-____ to co-ordinate entry. Mandatory inspection is required for all:

Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. Allow ample time for inspections, especially for the critical delivery period of mixed concrete. The government will not be responsible for rejected batches, caused by Contractor delays. Advance coordination is highly recommended.

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 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

SECTION 01 11 00.00 55 Page 14 11/25/14 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 (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

SECTION 01 11 00.00 55 Page 15 11/25/14 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. Corrdinate with 45 CE Environmental prior to placing warning lights.

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 modifications, external structural changes to aboveground structures, and changes to underground structures and utilities external to facilities located on lands owned by or held in leasehold interest of the federal government.

Information in record drawings shall include, but not be limited to:

Location of all new lines, conduits, valves, fittings, fire hydrants, meters, terminal points using at least two ties to permanent points (manholes, power poles, curbs, or storm water inlets), or GPS coordinates with accuracy to 1 foot or better unless more stringent accuracy requirements are specified in other sections of this contract. Locate manhole, catch basin, and storm water control structures noting top of rim, inverts, weirs, dimensions and conduit sizes and material entering the structure. An acceptable station and offset system may be used for service lines and fittings only.

Location of new lines from property easement lines or edges of pavement at intervals of 300 feet.

All utility routing and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions.

Locate with elevation all improvements constructed or modified including but not limited to pavement, striping, curbs, sidewalks, signs, gutters, walls, fences, buildings, pads, open stormwater conveyance systems, stormwater retention/detention ponds, etc.

Elevation information should be adequate to illustrate flow patterns, retention capacity and overflow levels. Ground contours at intervals of 1 foot in elevation shall be shown on unpaved areas of the site on the sketch of survey

Contractor shall facilitate the receipt of surveyed coordinates for

SECTION 01 11 00.00 55 Page 16 11/25/14 facility footprint corners coordinates and underground structures and utilities external to facilities by submitting digital data using the spatial reference identified below to 45 CES through the Contracting Officer within five (5) working days of foundation construction, or open excavation.

Record drawing prints will be drawn at a minimum scale of 1 inch = 100 feet. Areas requiring additional detail shall be enlarged as necessary.

Record drawings shall be provided in digital format. Geospatially referenced files shall be in AutoCAD DWG,. Information should be provided in separate layers/levels as specified by GIS and in at least the same degree of separation as the design drawings that were provided. Designation for naming of layers/levels shall adhere to current DOD, A/E/C CAD Standards with strict adherence to layer format.

https://cadbim.usace.army.mil/. New like items shall be contained in the same levels to permit easy conversion to GIS layers.

All lines, letters, and details shall be sharp, clean, and fully legible.

5 (Five) reproducible print and one digital copy in an electronic storage media of the Contractor Survey Record Drawings are required for submittal.

3.6.1.1 Horizontal Reference Datum

All surveys shall be referenced to Florida State Plane Coordinate System, East Zone, North American Datum 1983/1990 adjustment based on Second order Class II horizontal control monument.

3.6.1.2 Vertical Reference Datum

All surveys shall be referenced to North American Vertical Datum (NAVD) 1988. The survey shall include a description of the reference benchmarks from which the NAVD has been determined.

3.7 WELDER QUALIFICATION REQUIREMENTS

3.7.1 Welding And Brazing

Before assigning any welder/brazer to work in pipe and/or structural fabrication on this project, names shall be provided to the Contracting Officer of all welders/solderers together with written certification that these welders/brazers have passed Qualification Tests as prescribed by AWS D1.1/D1.1M, AWS B2.1/B2.1M, and/or ASME BPVC SEC IX, as applicable.

All piping and/or structural welds shall be performed by persons holding current certifications. If testing is required, the test and certification shall be by an independent organization regularly engaged in the testing and certification of welders. Date of certification for each welder/brazer shall not be over one year prior to date of contract award.

3.8 HOISTING AND LIFTING

3.8.1 Lifting Operation Plan

Contractor shall have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of OSHA regulations, and shall include drawings/sketches of lifting slings, lifting equipment, and tag lines. The

SECTION 01 11 00.00 55 Page 17 11/25/14 plan shall show weights, center of gravity, and clearances of load over entire lift. Plans shall have details showing any structural mounting of hoisting equipment on sheaves or structural steel, and shall show loading calculations on any such structural mounting showing forces, weights, turning moments, etc. A procedure shall accompany the drawings describing all lifting operations. Use spreader bars wherever necessary to prevent hoisting cables from contacting equipment/material.

3.9 QUALITY CONTROL

It is the Contractor's responsibility to provide, inspect and document the level of quality that has been established by all applicable standards, codes and guidelines. The Contractor shall use skilled workers, an adequate number of which are thoroughly trained and have a minimum of 3 years experience in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work in each section of these specifications. Contractor shall submitt Superintendent Contact and Qualifications to the Contracting Officer.

3.9.1 Licenses

Contractor or their subcontractors shall be licensed by the State of Florida or have an equivalent out-of-state license in all areas applicable to this contract. Refrigerant Technicians shall provide the Contracting Officer copies of their EPA approved Technician Certificates. Asbestos Abatement Contractor shall be licensed by the State of Florida.

3.9.2 Quality Control Manager

The Quality Control Manager shall direct the execution of the Contractor's approved Quality Control Plan with exclusive responsibility for administration of the plan and inspections of work. The Quality Control Manager shall be available during normal duty within thirty (30) minutes after notification to meet with the Contracting Officer, or designated representative. The Quality Control Manager shall be a different individual than the project superintendent.

3.9.3 Government Inspection/Approval

When the Contractor considers that the work is acceptable to the Government and is complete, he/she shall inform the Contracting Officer, or designated representative, and the Government Project Manager that the work is complete and ready for inspections. In the event that the work is not acceptable, the Contractor shall record a list of items noted by the Government Project Manager, A subsequent inspection may take place in order to review the corrected items. The Government is not required to inspect all work.

3.9.4 Inspection Files

The Contractor shall be responsible for keeping inspection files for all projects. Files shall include on site records of all inspections conducted by the Contractor and the necessary corrective actions taken. Daily Reports shall be kept and made available to the Government throughout the contract performance period and for the period after completion until final settlement of any claims made under this contract.

SECTION 01 11 00.00 55 Page 18 11/25/14

3.10 SUPERINTENDENT

Provide name and qualifications and past experience for review. Designate a competent superintendent who shall have full authority to act for the Contractor and who shall be the primary contact with the Government until acceptance. Contractor's superintendent shall be on the installation at all times when work is taking place and shall have full authority to act for the Contractor.

3.11 CONSTRUCTION SCHEDULING REQUIREMENTS

3.11.1 Contractor Coordination Meetings

Contractor shall attend weekly project meetings, not to exceed 3 hours, scheduled by the Government. Contractor's Superintendent shall attend the scheduled coordination meetings. Subcontractor representatives shall attend as required.

Discussion shall address the progress schedule, potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

3.11.2 On-Site Construction Sequence

The required work shall be performed in a sequence to minimize the time when potable water, air conditioning, panelboards, transformers, power supply, etc. are inoperative or out-of-service.

-- End of Section --

SECTION 01 11 00.00 55 Page 19 11/25/14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

10/14

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 DEFINITIONS

1.3.1 Submittal Description (SD)

1.3.2 Approving Authority

1.3.3 Work

1.4 SUBMITTALS

1.5 SUBMITTAL CLASSIFICATION

1.5.1 Government Approved (G)

1.5.2 Government Conformance Review (CR)

1.5.2.1 Deviations to the Accepted Design

1.5.2.2 Substitutions

1.5.3 Government Approved (GA)

1.5.4 Information Only

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Identifying Submittals

1.6.3 Format for SD-02 Shop Drawings

1.6.4 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.6.5 Format of SD-04 Samples

1.6.6 Format of SD-05 Design Data and SD-07 Certificates

1.6.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.6.8 Format of SD-10 Operation and Maintenance Data (O&M)

1.6.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

1.7.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.7.3 Number of Samples SD-04 Samples

1.7.4 Number of Copies SD-05 Design Data and SD-07 Certificates

1.7.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.7.6 Number of Copies of SD-10 Operation and Maintenance Data

1.7.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.8 INFORMATION ONLY SUBMITTALS

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting That Variations Are Compatible

1.10 SUBMITTAL REGISTER

SECTION 01 33 00 Page 1 11/25/14

1.10.1 Use of Submittal Register

1.10.2 Contractor Use of Submittal Register

1.10.3 Approving Authority Use of Submittal Register

1.11 Action Codes

1.11.1 Government Review Action Codes

1.11.2 Contractor Action Codes

1.12 Copies Delivered to the Government

1.13 PROCEDURES FOR SUBMITTALS

1.13.1 Reviewing, Certifying, Approving Authority

1.13.2 Constraints

1.14 GOVERNMENT'S REVIEW

1.14.1 Review Notations

1.14.2 Sample Approval

1.15 PROGRESS SCHEDULE

1.15.1 Progress Schedule

1.16 STATUS REPORT ON MATERIALS ORDERS

PART 2 PRODUCTS

2.1 Material Submittals

PART 3 EXECUTION

3.1 GENERAL

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2 11/25/14

SECTION 01 33 00

SUBMITTAL PROCEDURES

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PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

Requirements of this…