Attach__2_17-B-0014_Specs-Rpr_Chillers,_Motion_Lab,_Fac_1605.pdf

CAPE CANAVERAL AIR FORCE STATION

TECHNICAL SPECIFICATIONS

FOR

Repair Chillers, Motion Lab, Fac 1605

DBEH 06-1588

Final

DATE: March 2012

TTEESSSS

Technical Engineering And Spacelift Services

Repair Chillers, Motion Lab, Fac 1605 DBEH 06-1588

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 74 19 INTEGRATED SOLID WASTE MANAGEMENT

01 78 00 CLOSEOUT PROCEDURES

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

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 3/1/12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 55

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Mechanical

1.2.2 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

1.14 COMMUNICATION SECURITY

SECTION 01 11 00.00 55 Page 2

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 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 Government Inspection/Approval

3.9.3 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 3

SECTION 01 11 00.00 55

SUMMARY OF WORK

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 replace and demolish two existing 50-ton Trane air-cooled package chillers serving the Motion Picture Lab, Facility 1605 with one new 100 ton high efficiency chiller. Removed third unit left abandoned in place and modify the existing chilled water piping to acoomodate installation of new chiller. Temporary chilled water shall be provided to the facility during construction via temporary chiller tied into piping.

1.2 PROJECT DESCRIPTION

1.2.1 Mechanical

Demolish three existing air-cooled chillers and housekeeping pads at the north of the facility. Two units are operational and the third is abandoned in place. Existing chilled water piping to be modified as required to accomodate removal of existing units and installation of new 100 ton air cooled chiller specified. New 100 ton air cooled chiller mounted on new concrete pad shall be tied into the chilled water distribution piping for the facility and tested and balanced as required to meet the existing operation conditions. During construction the contractor is responsible for providing temporary chilled water to the facility via temporary chiller.

1.2.2 Electrical

Disconnect and remove power to existing HVAC components. Provide power for all newly installed HVAC components. Install new breaker in existing switchboard SWBW 1 to feed the new air cooled chiller..

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 SWI 31-101 CCAFS Physical Security Program

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 (2005; Errata 2006; Errata 2006) Welding Procedure and Performance Qualification

SECTION 01 11 00.00 55 Page 4

AWS D1.1/D1.1M (2008) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME BPVC SEC IX (2007; Addenda 2008) Boiler and Pressure Vessel Code; Section IX, Welding and Brazing Qualifications

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 Safeguarding Construction,Alteration, and Demolition Operations

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 (26 September 2006 Change 1, 14 July 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

SECTION 01 11 00.00 55 Page 5

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 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. 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 Facility 54800 operations..

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.

SECTION 01 11 00.00 55 Page 6

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 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.

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.

Demolition of critical facility systems mechanical, electrical, etc. shall not be started until replacement equipment is on site or operational for new exhaust system. .

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

SECTION 01 11 00.00 55 Page 7 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.

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.

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.

SECTION 01 11 00.00 55 Page 8

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 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 - 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. Final verbal

SECTION 01 11 00.00 55 Page 9 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 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.

SECTION 01 11 00.00 55 Page 10

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 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 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.

SECTION 01 11 00.00 55 Page 11

1.12.5 Cleanup

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.

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. Badges must be displayed above the waist in a visible location at all times. 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 48 hours, 2 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

SECTION 01 11 00.00 55 Page 12

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 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)

SECTION 01 11 00.00 55 Page 13

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

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 Requirements (Black & Blue Restricted Unescorted Badge)

Access to construction sites located in restricted areas requires a Black & Blue Restricted Area Unescorted Badge. Contractor is responsible for satisfying the prerequisites for unescorted entry and/or providing escorted entry to a 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.

SECTION 01 11 00.00 55 Page 14

Individuals meeting the 45 SWI 31-101 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.

An investigation is required before a restricted area badge can be issued for entry into CCAFS restricted areas. The Contractor must have a completed a DD Form 254 (Department of Defense Contract Security Classification Specification) before being able to enter JPAS. The Contractor with badging authority (an AFSPC Form 577 on file at CCAFS Pass & ID) will input the subject's initial information into the Joint Personnel Adjudication System (JPAS) and issue instructions for access to the Electronic Questionnaire for Investigation Processing (e-QIP) system. The e-QIP system is a web-based system that can be accessed from anywhere there is Internet access. Since e-QIP is a web-based system, it is important that the Internet browser be properly configured (instructions will be issued).

The subject must begin completing the questionnaire within 30 days from the time the Badging Authority initiates the process in JPAS and must complete the form within 90 days of the initiation start date.

After completion, the subject must validate, review and certify their questionnaire. Print three copies (file, Badging Authority and subject), print out the three (3) releases and sign (make sure to use system generated releases), provide a copy of birth certificate and completed fingerprint card.

After a clearance has been issued by JPAS, the Contractor 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 individual 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.

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 SWI 31-101 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.

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

SECTION 01 11 00.00 55 Page 15 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 to being allowed to proceed onto the installation.

SECTION 01 11 00.00 55 Page 16

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 (concrete topping on asphalt areas is not allowed). Mark, barricade, and illuminate construction work on or near roads or streets which may present

SECTION 01 11 00.00 55 Page 17 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

All excavation at the work site must be accomplished by hand only.

Excavating machinery is prohibited.

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 Llicensed 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). 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.

SECTION 01 11 00.00 55 Page 18

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 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. 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.

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, 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

SECTION 01 11 00.00 55 Page 19 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 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.

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 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.

3.9.3 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. all ongoing projects shall be inspected by the Contractor at least once daily using AF Form 1477, (Construction Inspection Record). The records of the inspection 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 20

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 at the job site 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. Remove a single item of equipment, install the new replacement item, tie in required utilities, test, and restore the new item of equipment to fully operational status before removing subsequent equipment.

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SECTION 01 11 00.00 55 Page 21

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PREPARATION

1.4.1 Marking

1.4.2 Drawing Format

1.4.3 Data Format

1.4.4 Samples

1.5 SUBMISSION REQUIREMENTS

1.5.1 Submittal Register

1.5.1.1 Contractor Use of Submittal Register

1.5.1.2 Contracting Officer Use of Submittal Register

1.5.2 Drawing Submittals

1.5.3 Data…