SOW_-_Design_Specs.pdf

PATRICK AIR FORCE BASE

Technical Specifications for

SXHT 05-7176

Cons Back-up Generator, AFTAC ROC, PAFB

DATE: September 2014

RRAAEEIISS

Range Architect-Engineer Inspection Services

Cons Back-up Generator, AFTAC ROC, PAFB SXHT 05-7176

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 55 01 33 01 01 35 26 01 42 00 01 57 20.00 10 01 74 19 01 78 00

SUMMARY OF WORK

SUBMITTAL PROCEDURES

GENERAL SAFETY REQUIREMENTS

SOURCES FOR REFERENCE

PUBLICATIONS ENVIRONMENTAL

PROTECTION INTEGRATED SOLID WASTE

MANAGEMENT CLOSEOUT PROCEDURES

DIVISION 03 - CONCRETE

03 30 53.00 40 CAST-IN-PLACE CONCRETE (SHORT SECTION)

DIVISION 26 - ELECTRICAL

26 00 00.00 20 26 05 00.00 40 26 32 14.00 10

BASIC ELECTRICAL MATERIALS AND METHODS

COMMON WORK RESULTS FOR ELECTRICAL

DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 09/30/14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 55

SUMMARY OF WORK

11/11

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site - None

1.2.2 Structural - None

1.2.3 Architectural - None

1.2.4 Mechanical - None

1.2.5 Electrical

1.2.6 Telecommunications - None

1.2.7 Fire Alarm - None

1.2.8 Fire Protection - None

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 as indicated in drawings

SECTION 01 11 00.00 55 Page 2

1.12.4 Waste Disposal

1.12.5 Cleanup

1.12.6 Salvage And Disposal Record Keeping

1.13 RADIO FREQUENCY MANAGEMENT PROCEDURES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PAFB CONTRACTOR EMPLOYEE IDENTIFICATION AND BADGING

3.2 BADGE CONTROL AND ACCOUNTABILITY

3.2.1 Safeguarding Badges

3.2.2 Reporting Lost Badges

3.2.3 Returned Badges

3.3 PAFB VEHICLE INSPECTION

3.4 PAFB DELIVERIES

3.4.1 Non-Hazardous Deliveries

3.4.2 Hazardous Deliveries

3.5 RESPONSIBILITIES

3.6 EXCAVATION

3.6.1 Dig/Utility Locate Permit Requirements

3.6.1.1 Location of Buried Structures and Utility Lines

3.6.1.2 Excavation, Trenching, and Backfilling

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

3.6.2 Restrictions

3.6.3 Temporary Shoring, Bracing And Supports

3.6.4 Barricades

3.7 LAND SURVEYING REQUIREMENTS

3.7.1 Contractor Provided Survey Support

3.7.1.1 Horizontal Reference Datum

3.7.1.2 Vertical Reference Datum

3.8 WELDER QUALIFICATION REQUIREMENTS

3.8.1 Welding And Brazing

3.9 HOISTING AND LIFTING

3.9.1 Lifting Operation Plan

3.10 QUALITY CONTROL

3.10.1 Licenses

3.10.2 Quality Control Manager

3.10.3 Government Inspection/Approval

3.10.4 Inspection Files

3.11 SUPERINTENDENT

3.12 CONSTRUCTION SCHEDULING REQUIREMENTS

3.12.1 Contractor Coordination Meetings

3.12.2 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

11/11

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project is located at Patrick Air Force Base. Patrick Air Force Base is located approximately three miles south of Cocoa Beach on State Road A1A.

The work to be performed under this project consists of providing the labor, equipment and materials to construct Back-Up Generator, AFTAC ROC to install a packaged 3-phase generator with integral fuel tank, and tie into existing automatic transfer switch. Existing transfer switch and tap box are located on the west wall of building 710, near the north end as indicated in attached Contract Documents.

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site - None

1.2.2 Structural - None

1.2.3 Architectural - None

1.2.4 Mechanical - None

1.2.5 Electrical

Provide and install a new diesel backup generator for Facility 710. New generator shall be connected to an existing automatic transfer switch through an existing connection box.

1.2.6 Telecommunications - None

1.2.7 Fire Alarm - None

1.2.8 Fire Protection - None

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 (2005; Errata 2006; Errata 2006) 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

SECTION 01 11 00.00 55 Page 4

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 01 SUBMITTAL PROCEDURES in sufficient detail to show full compliance with the specification:

SD-01 Preconstruction Submittals

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

Lifting Operation Plan

Utility Outage Requests

Connection Requests

Hazardous Materials (including all paint)

Disposal Log

1.5 CONTRACT DRAWINGS

See Drawing Index for list of project drawings.

Contract drawings, maps, and specifications will be furnished to the Contractor either hard copy or electronic at the Government's discretion (electronic drawings are to be provided in .dwg format).

Reference publications will not be furnished.

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

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

SECTION 01 11 00.00 55 Page 5

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 the facility.

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 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

SECTION 01 11 00.00 55 Page 6 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 phases of work and procedures are indicated in SUMMARY paragraph:

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 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.

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

1.8.2 Protection

Store and protect products in accordance with manufacturer's instructions. Store products with seals, SECTION 01 11 00.00 55 Page 7 labels intact and legible. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to the product. Products acceptable for exterior storage shall be on sloped supports above ground.

1.8.3 Transportation

Transport and handle products in accordance with manufacturer's instructions. Promptly inspect shipments to ensure the products comply with requirements, quantities are correct, and products are undamaged. Protect products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. Store loose granular materials on solid flat surfaces in a well drained area. Prevent mixing with foreign materials.

1.8.4 Hazardous Materials

Hazardous Materials & petroleum product containers shall be stored on an impervious surface with containment. Incompatible materials shall be segregated and have separate containment systems.

Additional HAZMAT requirements are provided in Section 01 57 20.00 10 ENVIRONMENTAL

PROTECTION.

1.8.5 Site Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations shall be protected against damage. Contractor shall comply with UFC 3-600-01 and is required to protect areas adjacent to the construction site.

1.9 PROTECTION OF WORK

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

Contractor shall notify the Contracting Officer, 14 days prior to the start of excavation work or surface penetration, to enable the Contracting Officer to review measures being taken to prevent hazard to employees and possible damage to subsurface utilities. 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.

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.

SECTION 01 11 00.00 55 Page 8

1.11.1.1 Requirements

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

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

Since many systems are critical to facility operations, the number and duration of utility outages shall be kept to an absolute minimum. All work effort shall be coordinated and sufficient manpower, materials, and equipment shall be provided to complete the work within the authorized 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 the Base Fire Department (494-7642).

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

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

1.12 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.12.1 Removal

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

1.12.2 Housekeeping

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

SECTION 01 11 00.00 55 Page 9 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 as indicated in drawings

1.12.4 Waste Disposal

Non-salvageable material and debris shall be removed from work areas and disposed of daily.

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.

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).

SECTION 01 11 00.00 55 Page 10

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.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 PAFB CONTRACTOR EMPLOYEE IDENTIFICATION AND BADGING

PAFB badging for Patrick projects will be processed by the PAFB Contracting Office. Contractor and his employees shall comply with all the security and law enforcement requirements imposed by the respective local installation Commander at all times. The purpose of these procedures is to establish clear guidance for granting Contractor employee's access to Patrick AFB, Florida. These procedures are for Patrick AFB, Florida and may be changed by the Government as needed or as the required level of security changes.

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 PAFB 45 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 PAFB VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road A1A approximately 1 mile north of Pineda Causeway. Manned Operating hours are scheduled from 0600-1700. After hours access shall be through the Oversized Vehicle Search Area after calling PAFB Security Forces at (321) 494-2000 to co-ordinate entry. Mandatory inspection is required for all: Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. All other passenger vehicles will be turned away from this gate and are required to enter at either the Main Gate or South Gate. Allow ample time for inspections, especially

SECTION 01 11 00.00 55 Page 11 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.

3.4 PAFB DELIVERIES

3.4.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the PAFB Oversized Vehicle Search Area (located on State Road A1A approximately 1 mile north of Pineda Causeway) for access. The operating hours for the Oversized Vehicle Search Area are 0600-1700. After hours access shall be thru truck inspection gate, call Security 494-2000 upon arrival.

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 PAFB; 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.

3.4.2 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 PAFB Security Forces at 321-494-2000 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.

3.5 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.

3.6 EXCAVATION

3.6.1 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).

SECTION 01 11 00.00 55 Page 12

3.6.1.1 Location of Buried Structures and Utility Lines

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

3.6.1.2 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.

3.6.1.3 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.

3.6.2 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.

3.6.3 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.

3.6.4 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.

3.7 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.

3.7.1 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.

SECTION 01 11 00.00 55 Page 13

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 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 ESRI GIS Geodatabase, 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.

Two digital copies in an electronic storage media are required for submittal.

3.7.1.1 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.

3.7.1.2 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.

3.8 WELDER QUALIFICATION REQUIREMENTS

3.8.1 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, SECTION 01 11 00.00 55 Page 14

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 shall not be over one year prior to date of contract award.

3.9 HOISTING AND LIFTING

3.9.1 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.

3.10 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.

3.10.1 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.

3.10.2 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.

3.10.3 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.

3.10.4 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.

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 15

3.11 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.

3.12 CONSTRUCTION SCHEDULING REQUIREMENTS

3.12.1 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.

3.12.2 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 16

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

11/11

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 Submittals

1.5.4 Samples

1.6 PROCEDURES FOR SUBMITTALS

1.6.1 Reviewing, Certifying, Approving Authority

1.6.2 Constraints

1.7 GOVERNMENT'S REVIEW

1.7.1 Review Notations

1.7.2 Sample Approval

1.8 PROGRESS SCHEDULE

1.8.1 Progress Schedule

1.9 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 01 Page 17

SECTION 01 33 00

SUBMITTAL PROCEDURES

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PART 1 GENERAL

1.1 SUMMARY

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

1.2 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.

U.S. AIR FORCE (USAF)

AF Form 3000 MATERIAL APPROVAL SUBMITTAL

AF Form 3064 CONTRACT PROGRESS SCHEDULE

1.3 SUBMITTALS

Five (5) copies of submittal information (or electronic PDF files of the submittal package) for all listed items must be submitted on AF Form 3000. Material submittals must be submitted as a complete package for each specification section, ready for the Contracting Officer's approval.

Submittal Description (SD): Drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials to be furnished by the Contractor explaining in detail specific portions of the work required by the contract.

The following items are descriptions of data to be submitted for the project. The requirements to actually furnish the applicable items will be called out in each specification.

SD-01 Preconstruction Submittals

Submittals which are required prior to start of onsite construction on a new contract shall be an Accident Prevention Plan (APP) and certifications if required. Submittals are required prior to the start of the next major phase of the construction on a multi-phase contract; Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work. And must be submitted prior to contract notice to proceed or next major phase of construction.

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, detail of fabrications, layout of particular elements, connections, and other relational aspects of the work.

SD-03 Product Data

Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents.

SD-04 Samples

SECTION 01 33 01 Page 18

Samples, including both fabricated and unfabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-05 Design Data

Design calculations, mix design analyses, or other data, written in nature, and pertaining to a part of the work.

SD-06 Test Reports

Written reports of a manufacturer's findings of his product during field inspections, attesting that the products are installed in accordance with the manufacturer's installation instructions, shop drawings, or other manufacturer's requirements. Written reports by a general Contractor or his subcontractors including daily logs reporting on the progress of daily activities or attesting that the work has been installed in accordance with the contract plans and specifications.

SD-07 Certificates

A document, required of the Contractor, or through the Contractor by way of a supplier, installer, manufacturer, or other Lower Tier Contractor, the purpose of which is to verify the quality or proper progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verification of quality.

Statements signed by responsible officials of a manufacturer of a product, system, or material attesting that the product, system or material meet specified requirements. Statements must be dated after the award of this contract, name the project, and list the specific requirements which it is intended to address.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system, or material, including special notices and material safety data sheets, if any concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation.

Report must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in an operations and maintenance manual.

SD-11 Closeout Submittals

Special requirements necessary to properly close out a construction contract. For example, as-built drawings, manufacturer's help and product lines necessary to maintain and install equipment. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract. See Section 01 78 00, CLOSEOUT PROCEDURES.

1.4 PREPARATION

1.4.1 Marking

Permanent marking shall be provided on each submittal to identify it by contract number; transmittal

SECTION 01 33 01 Page 19 date; Contractor's, Subcontractor's, and supplier's name, address(es) and telephone number(s);

submittal name; specification or drawing reference; and similar information to distinguish it from other submittals. Submittal identification shall include space to receive the review action by the Contracting Officer.

1.4.2 Drawing Format

Drawing submittals shall be prepared on sheets not less than 8 1/2 inches by 11 inches nor larger than 30 inches by 42 inches in size, except for full size patterns or templates. Drawings shall be prepared to accurate size, with scale indicated, unless other form is required. Drawings shall have dark lines on a white background. Drawings shall be numbered in logical sequence. Contractor may use his own number system.

Copies of each drawing shall have the following information clearly marked thereon:

a. Job name, which shall be the general title of the contract drawings.

b. Date of the drawings and revisions.

c. Name of Contractor.

d. Name of Subcontractor.

e. Name of the item, material, or equipment detailed thereon.

f. Number of the submittal (e.g., first submittal, etc.) in a uniform location adjacent to the title block.

g. Government contract number shall appear in the margin, immediately below the title block.

1.4.3 Data Format

Required data submittals for each specific material, product, unit of work, or system shall be collected into a single submittal and marked for choices, options, and portions applicable to the submittal.

Marking of each copy of product data submitted shall be identical. Partial submittals will be accepted for expedition of construction effort.

1.4.4 Samples

Samples shall be physically identical with the proposed material or product to be incorporated in the work, fully fabricated and finished in the specified manner, and full scale. Where variations in color, finish, pattern, or texture are inherent in the material or product represented by the sample, multiple units of the sample, showing the near-limits of the variations and the "average" of the whole range (not less than 3 units), shall be submitted. Each unit shall be marked to describe its relation to the range of the variation. Where samples are specified for selection of color, finish, pattern, or texture, the full set of available choices shall be submitted for the material or product specified. Sizes and quantities of samples shall represent their respective standard unit.

1.5 SUBMISSION REQUIREMENTS

1.5.1 Submittal Register

The submittal register is furnished at the end of this section. It is a listing of required submittals for this project and should be used for reference. However, Contractor is responsible for providing all submittals required by the specifications and/or drawings. Contractor shall thoroughly examine all contract documents and confirm that all submittal requirements are listed on this register. Any submittal items missing from the register shall be immediately reported to the Contracting Officer.

Contractor shall fill out the "Date Due from Contractor" block and submit it to the Contracting Officer within 10 days of contract award.

SECTION 01 33 01 Page 20

1.5.1.1 Contractor Use of Submittal Register

Complete the following on the register:

Column (f) Contractor Submit Date; Scheduled date…