AMD 0004 - Spec. amended.pdf

MILCON Project Number: 2411

Specifications for:

DESC2101 Bulk Fuel Tank

At

Beale Air Force Base Yuba City, CA

Prepared By:

Austin Brockenbrough & Associates, L.L.C.

1011 Boulder Springs Drive, Suite 200 Richmond, VA 23225

Construction Contract Number: W9128F-17-D-0017 Delivery Order Number: W9128F20F0073

Project Manager: Bryan Strayer, P.E.

Architectural: Paul Shope, A.I.A.

Civil: Robert Bass, P.E.

Structural: Andrew Swenck, P.E.

Mechanical: Donald Nodes, P.E.

Electrical: Dustin Thiesse, P.E.

Cathodic: Jason Kadlec, P.E.

Submitted Date: 27 July, 2021

US Army Corps of Engineers

Bulk Fuel Tank 2411

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00.00 41 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 41 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 41 QUALITY CONTROL

01 45 00.15 41 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00.00 41 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23.00 41 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00.00 41 CLOSEOUT SUBMITTALS

01 78 23.00 41 OPERATION AND MAINTENANCE DATA

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 13.00 20 LEAD IN CONSTRUCTION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 61 16 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 21 13 BOARD AND BLOCK INSULATION

PROJECT TABLE OF CONTENTS Page 1

07 21 16 MINERAL FIBER BLANKET INSULATION

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

09 97 13.15 LOW VOC POLYSULFIDE INTERIOR COATING OF WELDED STEEL

PETROLEUM FUEL TANKS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DI VI SI ON 10 - SPECI ALTI ES

10 44 16 FIRE EXTINGUISHERS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUILDING SYSTEMS

13 48 73 SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

PROJECT TABLE OF CONTENTS Page 2

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 17.00 10 CATHODIC PROTECTION SYSTEM (IMPRESSED CURRENT)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 20 SUBBASES FOR FLEXIBLE AND RIGID PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 15.20 CONCRETE PAVEMENT FOR CONTAINMENT DIKES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 01 50.60 CLEANING OF PETROLEUM STORAGE TANKS

33 08 55 FUEL DISTRIBUTION SYSTEM START-UP (NON-HYDRANT)

33 09 52 FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM (NON-HYDRANT)

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 52 23.15 POL SERVICE PIPING WELDING

33 52 40 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 52 43.14 AVIATION FUEL CONTROL VALVES

33 52 43.23 AVIATION FUEL PUMPS

33 52 43.28 FILTER SEPARATOR, AVIATION FUELING SYSTEM

33 52 80 LIQUID FUELS PIPELINE COATING SYSTEMS

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 56 19 FUEL IMPERMEABLE LINER SYSTEM

33 56 21.17 SINGLE WALL ABOVEGROUND FIXED ROOF STEEL POL STORAGE TANK

33 56 21.18 SINGLE WALL POL TANK UNDERTANK INTERSTITIAL SPACE

33 57 55 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

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PROJECT TABLE OF CONTENTS Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DISCIPLINE SHEET NO. DRAWING NO. TITLE

GENERAL 1 G-001 TITLE SHEET

GENERAL 2 G-002 INDEX OF DRAWINGS

GENERAL 3 G-003 LOCATION VICINITY MAPS

AND GENERAL NOTES

GENERAL 4 G-004 MASTER ABBREVIATIONS

GENERAL 5 G-005 SEQUENCE OF CONSTRUCTION

& PHASING PLAN

LIFE SAFETY 6 LS001 LIFE SAFETY PLAN

LIFE SAFETY 7 LS002 FIRE PROTECTION SITE

COMPLIANCE PLAN

DEMOLITION 8 D-001 DEMOLITION LEGEND, NOTES

AND ABBREVIATIONS

DOCUMENT 00 01 15 Page 1

DISCIPLINE SHEET NO. DRAWING NO. TITLE

DEMOLITION 9 D-101 DEMOLITION SITE PLAN

DEMOLITION 10 D-401 PUMP SHELTER AND RECEIPT

FILTRATION DEMOLITION

DEMOLITION 11 D-402 TRUCK OFF-LOAD DEMOLITION

DEMOLITION 12 D-403 FILLSTAND

DEMOLITION 13 D-901 PHOTOGRAPHS

CIVIL 14 C-001 CIVIL LEGEND NOTES AND

ABBREVIATIONS

CIVIL 15 C-002 CONTROL POINT DATA

CIVIL 16 C-101 CIVIL LAYOUT AND UTILITIES

CIVIL 17 C-102 GRADING AND DRAINAGE

CIVIL 18 C-201 PROFILES

CIVIL 19 C-501 CIVIL DETAILS

CIVIL 20 C-502 CIVIL DETAILS

CIVIL 21 C-503 CIVIL DETAILS & EROSION

CONTROL NOTES

CIVIL 22 C-504 CIVIL DETAILS

DOCUMENT 00 01 15 Page 2

CIVIL 23 C-505 CIVIL DETAILS

CIVIL 24 C-506 CIVIL DETAILS

CIVIL 25 C-701 REFERENCE

CIVIL 26 C-702 REFERENCE

BORINGS 27 B-001 BORING LOCATIONS

BORINGS 28 B-002 BORINGS

BORINGS 29 B-003 BORINGS

BORINGS 30 B-004 BORING

STRUCTURAL 31 S-001 STRUCTURAL LEGEND NOTES

AND ABBREVIATIONS

STRUCTURAL 32 S-002 STRUCTURAL NOTES AND PUMP

SHELTER LOADING TABLES

AND DIAGRAM

STRUCTURAL 33 S-003 STRUCTURAL CANOPY LOADING

TABLES AND DIAGRAMS

STRUCTURAL 34 S-401 PUMP SHELTER FOUNDATION

PLAN

STRUCTURAL 35 S-402 PUMP SHELTER

REINFORCEMENT ELEVATIONS

DOCUMENT 00 01 15 Page 3

STRUCTURAL 36 S-403 PUMP SHELTER SUPPORT PLAN

STRUCTURAL 37 S-404 PUMP SHELTER ROOF FRAMING

PLAN AND SECTIONS

STRUCTURAL 38 S-405 TANK FOUNDATION AND

CONTAINMENT PLAN

STRUCTURAL 39 S-406 TRUCK OFF-LOAD FOUNDATION

PLAN AND SECTIONS

STRUCTURAL 40 S-407 TRUCK OFF-LOAD ROOF

FRAMING PLAN

STRUCTURAL 41 S-408 PRODUCT RECOVERY TANK PAD

PLAN AND SECTIONS

STRUCTURAL 42 S-409 PIG LAUNCHING AND

RECEIVING PAD PLAN &

DETAILS

STRUCTURAL 43 S-410 PIPE TRENCH PLAN AND

DETAILS

STRUCTURAL 44 S-501 PUMP SHELTER SECTIONS AND

DETAILS

DOCUMENT 00 01 15 Page 4

STRUCTURAL 45 S-502 PUMP SHELTER SECTIONS AND

DETAILS

STRUCTURAL 46 S-503 PUMP SHELTER DETAILS

STRUCTURAL 47 S-504 PUMP SHELTER PIPE SUPPORT

DETAILS

STRUCTURAL 48 S-505 FUEL FARM PIPE SUPPORT

DETAILS

STRUCTURAL 49 S-506 FUEL FARM PIPE SUPPORT

DETAILS

STRUCTURAL 50 S-507 TANK CONTAINMENT AREA

DETAILS

STRUCTURAL 51 S-508 CONTAINMENT AREA STAIR

PLAN AND SECTION

STRUCTURAL 52 S-509 CONTAINMENT AREA STAIR

DETAILS

ARCHITECTURAL53 A-001 ARCHITECTURAL

ABBREVIATIONS, LEGEND AND

NOTES

ARCHITECTURAL54 A-101 PUMP SHELTER FLOOR PLAN

DOCUMENT 00 01 15 Page 5

ARCHITECTURAL55 A-102 PUMP SHELTER ROOF AND

REFLECTED CEILING PLANS &

DETAILS

ARCHITECTURAL56 A-201 PUMP SHELTER ELEVATIONS

ARCHITECTURAL57 A-301 PUMP SHELTER SECTIONS

ARCHITECTURAL58 A-302 PUMP SHELTER SECTIONS

ARCHITECTURAL59 A-501 DETAIL

ARCHITECTURAL60 A-601 DOOR AND WINDOW TYPES,

SCHEDULES, AND DETAILS

FIRE

PROTECTION

61 FA001 FIRE ALARM GENERAL NOTES

AND PLAN

PLUMBING 62 P-401 CONTROL ROOM PLUMBING PLAN

MECHANICAL

HVAC

63 MH401 MECHANICAL HVAC PLAN

MECHANICAL 64 M-001 MECHANICAL LEGEND, NOTES

AND ABBREVIATIONS

MECHANICAL 65 M-101 MECHANICAL SITE PLAN

MECHANICAL 66 M-401 PUMP SHELTER PLAN

DOCUMENT 00 01 15 Page 6

MECHANICAL 67 M-402 PUMP SHELTER PIPING

SECTIONS

MECHANICAL 68 M-403 TRUCK OFF-LOADING PLAN

MECHANICAL 69 M-404 FILLSTAND

MECHANICAL 70 M-405 TRENCH SECTION

MECHANICAL 71 M-406 PRODUCT RECOVERY TANK

MECHANICAL 72 M-407 TANK PARTIAL PLANS

MECHANICAL 73 M-408 TANK PLAN AND SCHEDULE

MECHANICAL 74 M-409 TANK INTERSTITIAL PIPING

AND ROOF SUPPORT PLAN

MECHANICAL 75 M-501 TANK DETAILS

MECHANICAL 76 M-502 TANK DETAILS

MECHANICAL 77 M-503 TANK DETAILS

MECHANICAL 78 M-504 TANK DETAILS

MECHANICAL 79 M-505 TANK DETAILS

MECHANICAL 80 M-506 TANK DETAILS

MECHANICAL 81 M-507 TANK DETAILS

DOCUMENT 00 01 15 Page 7

MECHANICAL 82 M-508 TANK DETAILS

MECHANICAL 83 M-509 TANK DETAILS

MECHANICAL 84 M-510 DETAILS

MECHANICAL 85 M-511 DETAILS

MECHANICAL 86 M-601 FLOW DIAGRAM

MECHANICAL 87 M-602 FLOW DIAGRAM

MECHANICAL 88 M-603 SEQUENCE OF OPERATIONS

MECHANICAL 89 M-604 SCHEDULES

MECHANICAL

INSTRUMENTATION

90 MI601 BULK STORAGE TANK AND

PRODUCT RECOVERY TANK

MECHANICAL

INSTRUMENTATION

91 MI602 TRUCK

OFF-LOADINGFILLSTAND

ELECTRICAL 92 E-001 ELECTRICAL LEGEND, NOTES

AND ABBREVIATIONS

ELECTRICAL 93 E-101 ELECTRICAL SITE PLAN

ELECTRICAL 94 E-401 PUMP SHELTER POWER AND

CONTROLS PLAN

ELECTRICAL 95 E-402 PUMP SHELTER LIGHTING PLAN

DOCUMENT 00 01 15 Page 8

ELECTRICAL 96 E-403 PUMP SHELTER GROUNDING

PLAN

ELECTRICAL 97 E-404 TRUCK OFF-LOADING POWER

AND CONTROL, AND

GROUNDING PLANS

ELECTRICAL 98 E-405 TANK POWER, LIGHTING, AND

GROUNDING PLANS

ELECTRICAL 99 E-406 FILLSTAND

ELECTRICAL 100 E-501 DETAILS

ELECTRICAL 101 E-502 DETAILS

ELECTRICAL 102 E-503 DETAILS

ELECTRICAL 103 E-504 DETAILS

ELECTRICAL 104 E-505 DETAILS

ELECTRICAL 105 E-601 ONE LINE DIAGRAM

ELECTRICAL 106 E-602 WIRING DIAGRAMS

ELECTRICAL 107 E-603 WIRING DIAGRAMS

ELECTRICAL 108 E-604 WIRING DIAGRAMS

ELECTRICAL 109 E-605 SCHEDULES

ELECTRICAL 110 E-606 CIRCUIT SCHEDULES

ELECTRICAL 111 E-607 CABLE SCHEDULE

DOCUMENT 00 01 15 Page 9

ELECTRICAL 112 E-608 PUMP CONTROL PANEL

ELECTRICAL 113 E-609 CONTROL SYSTEM BLOCK

DIAGRAM

ELECTRICAL 114 E-701 ELECTRICAL PLATES

ELECTRICAL 115 E-702 ELECTRICAL PLATES

ELECTRICAL 116 E-703 ELECTRICAL PLATES

ELECTRICAL 117 E-704 HAZARDOUS AREA

CLASSIFICATIONS

ELECTRICAL 118 E-705 HAZARDOUS AREA PUMP

SHELTER

ELECTRICAL 119 E-706 HAZARDOUS AREA TRUCK

OFF-LOAD AND FILLSTAND

CATHODIC

PROTECTION

120 EK101 CATHODIC PROTECTION PLAN

CATHODIC

PROTECTION

121 EK501 CATHODIC PROTECTION

DETAILS 1 OF 2

CATHODIC

PROTECTION

122 EK502 CATHODIC PROTECTION

DETAILS 2 OF 2

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by

DOCUMENT 00 01 15 Page 10 prospective bidders in the office of the Contracting Officer at the station .

1.3.2 Subsurface Data

The soils report is included as part of the solicitation.

-- End of Document --

DOCUMENT 00 01 15 Page 11

DOCUMENT 00 01 15 Page 12

SECTION 01 00 00.00 41

GENERAL REQUIREMENTS

05/17

PART 1 GENERAL

1.1 PAYMENT

No separate payment will be made for the work covered under this Section and all costs in connection therewith will be considered a subsidiary obligation.

1.2 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 1, 2, and 3; TIA 20-1; TIA 20-2; TIA 20-3; TIA 20-4) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE Contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant Contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this Contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/e1-hireOurSoldiers.html

SECTION 01 00 00.00 41 Page 1

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/veterans/Employer-Guide-to-Hire-Veterans-DEC-2017.pdf

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval . When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan ; G

Preconstruction Access Road Survey

SD-11 Closeout Submittals

Post-construction Access Road Survey

1.5 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this Contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the Contract price.

Remove and dispose all scrap, solid waste, or hazardous materials (to be reused by the Contractors) off of Sierra Army Depot's property in accordance with applicable laws and regulations at Contractor's expense, unless otherwise specified in the Contract. Dispose of Hazardous waste generated by Contractors on Sierra Army Depot in accordance with Depot Policy. Contact the Environmental Office (916) 827-4769 for proper instructions. Do not use Government receptacles or containers for disposal.

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the Contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the Contract. Furnish with each guarantee:

The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

SECTION 01 00 00.00 41 Page 2

Promptly furnish and require any subcontractor or supplier to furnish, in like manner, unit prices and descriptive data required by the Government for Property Record purposes of fixtures and equipment furnished and/or installed by the Contractor or subcontractor, except prices do not need to be provided for Government-Furnished Property. List this information on Resident Management System (RMS) Contractor Quality Control (CQC) Module furnished by the Government. See example forms at the end of this Section.

1.8 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.9 TEMPORARY ELECTRIC WIRING

1.9.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1 . Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.9.2 Construction Equipment

In addition to the requirements of EM 385-1-1 , all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring to be secured above the ground or floor in a workmanlike manner and cannot present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.9.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70 , all 15 and 20-ampere receptacle outlets used for obtaining power during construction are to have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws to be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70 , except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets will have GFCI'S, and are to be properly grounded. Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.10 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the drawings and not visible as to the date of this Contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by

SECTION 01 00 00.00 41 Page 3 the Contracting Officer, an equitable adjustment in the Contract price to be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

It is anticipated that pole lines, signs, pipelines and private improvements that would interfere with or are to be replaced by new construction will be removed to new locations by the owners (or by the State of California or its agents) in advance of construction operations.

Notify the Contracting Officer at least 30 calendar days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Take care to preserve and protect any such improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through construction operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the Contract will be made under the applicable CONTRACT CLAUSES.

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures to be of as short a duration as possible and to be scheduled as far in advance as possible with the Contracting Officer, in no case less than 7 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the Contractor will be held responsible for any violations.

Power outages to be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. All outages and street closures are to be scheduled as far in advance as possible with the Contracting Officer and in no case less than 14 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage. Strictly observe such schedules and will be held responsible for any violations.

a. Street Closure:

Obtain approval in writing from the Contracting Officer before he can close any street or parking lot access. Submit the request for closure in writing to the Contracting Officer 7 working days prior to planned closing and to include the section to be closed and length of time of closure.

1.12 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Directorate of Engineering and Housing (DEH), through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required is 14 calendar days.

Questions concerning the excavation permit should be directed to the Contracting Officer.

All excavation permits will be issued to the Contractor from the Base Civil Engineer (BCE) through the Contracting Officer. The appropriate

SECTION 01 00 00.00 41 Page 4 form, for this request, may be obtained from the Contracting Officer.

Processing time required by the BCE is 14 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

Protect all existing improvements and utilities at or near the work site, and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor.

Repair any damage to those facilities, including those that are the property of a third party, resulting from failure to obtain necessary permits and utility marking or failure to exercise reasonable care in performing the work. This includes irrigation lines and sprinkler components. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be crossed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Hand digging may be required to locate utilities shown on the Contract drawings, Excavation Permit, or 3 feet on either side of locations identified by Base Maintenance Shops. For facilities that store munitions hand digging is required within 10 feet of the bldg to locate the existing grounding cable.

a. Make application for the permit to the Resident Office by taking the following steps:

(1) Prepare duplicate site drawings or prepared drawings, indicating all areas of excavation and the depth and width of excavations.

(2) Prepare a schedule, or show on the site drawings a schedule, indicating the planned dates of excavation.

(3) Staking, in the field, all areas indicated on the drawings for excavation.

b. Excavation Permit:

Obtain an excavation permit on AF Form 103 from the Base Civil Engineer prior to performing any required excavation under this Contract. The form is to be accompanied by a sketch showing size, depth, location, and extent of all excavation and trenching included in the Contract. The completed form is to be submitted to the Base Civil Engineer with a copy to the Resident Engineer at least 10 working days prior to intended date of excavation. During the 10-day period the Base Civil Engineer and Base Communications Officer will make known to the Contractor by drawings, staking, or both, the location of all known buried utilities and communication lines. In these identified areas, only hand excavation will be permitted.

c. General:

Reference is made to the article of the Contract entitled "Permits and

SECTION 01 00 00.00 41 Page 5

Responsibilities," which obligates the Contractor to obtain all required licenses and permits.

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions are to be satisfied:

a. The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

c. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. Progress schedule to reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

CALIFORNIA

INSTALLATION/NOAA STATION

BEALE AFB/MARYSVILLE

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(07) (06) (05) (04) (01) (00) (00) (00) (01) (02) (05) (07)

(20) (17) (17) (13) (06) (03) (01) (01) (04) (10) (15) (20)

(06) (05) (05) (04) (01) (00) (00) (00) (01) (02) (05) (06)

(06) (05) (05) (04) (01) (00) (00) (00) (01) (02) (05) (05)

(09) (05) (05) (03) (01) (00) (00) (00) (00) (01) (04) (08)

(06) (05) (05) (04) (01) (00) (00) (00) (00) (01) (04) (05)

(10) (07) (05) (03) (01) (00) (00) (00) (00) (02) (06) (11)

(21) (18) (18) (10) (05) (02) (01) (01) (04) (09) (19) (22)

(22) (19) (15) (07) (04) (03) (01) (02) (02) (05) (15) (22)

(22) (17) (13) (08) (05) (03) (01) (02) (03) (05) (12) (22)

(22) (17) (13) (08) (05) (03) (01) (02) (03) (05) (12) (22)

(20) (16) (14) (08) (05) (03) (02) (02) (02) (05) (13) (21)

(20) (16) (14) (08) (05) (03) (02) (02) (02) (05) (13) (21)

d. Upon execution of the Notice to Proceed (NTP) and continuing throughout the Contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15 .

SECTION 01 00 00.00 41 Page 6

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Cooperation with Others

During the life of this Contract, other Contractors will be performing operations in the general area where work under this Contract is being performed. The Contractor is to cooperate with others in all respects wherever necessary for the better prosecution of the work. As far as practicable, all persons working in the vicinity are to have equal rights to the use of all transportation facilities and grounds within the limitations specified in the CONTRACT CLAUSES, Section 00 70 00 CONDITIONS OF THE CONTRACT. The obligation of the Contractor under this Contract includes jointly planning and scheduling the work, on a cooperative basis, with other Contractors in order to minimize delays and interferences. The Contractor is to arrange operations as to not interfere with other work in progress. In case of dispute or disagreement regarding use of transportation and storage facilities and rights of access, the decision of the Contracting Officer will govern.

1.14.2 Dust

Control dust as the work proceeds, and not allowed to become a hazard or a nuisance.

1.14.3 Portable Facilities

Toilet facilities are not available on site for Contractors use. Provide portable toilets for personnel.

1.14.4 Borrow Material

Borrow material is not available on base. Locally obtained borrow materials to conform to project specifications and any available.

1.14.5 Storm Water Permitting:

a. Contractors with projects disturbing one or more acres of soil surface area will submit a sediment and erosion control plan to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The Contractor is to receive approval of the plan and implement approved best management practices before starting construction.

b. Contractors with projects more than one acre of soil surface area will submit a plan for permanent stabilization of disturbed area to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The Contractor is to receive approval of the plan and implement approved best management practices before Contract closeout. Best management practices are available at the following web sites:

https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#constr https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#post

1.14.6 Government Caused Delays

Plan for Governemnt caused delays in work schedule as follows; Allow for 5 calendar days where the Contractor's construction activity is prohibited by Air Force Exercises or similar military events. Allow for 21 calendar days where excavation, utility outages, road closures, or other subsurface

SECTION 01 00 00.00 41 Page 7 requested activities may be prevented. (Other construction activities will be permitted to continue.) Government will provide 24 hour notification each time the Government caused delays mentioned above are invoked. No additional time will be granted for delays falling within those limits.

Normal duty hours for work are 0730 to 1600 hours exclusive of Saturdays, Sundays, and holidays unless other times are approved by the Contracting Officer, or otherwise stated in the Contract. Coordinate the work schedule with the Contracting Officer.

1.14.7 Occupancy

Building will not be occupied during the construction performance of work under this Contract unless expressly stated otherwise in writing from the Contracting Officer.

Property Damage

In addition to FAR 52.236-9 conduct all operations in such a manner as to prevent injury or damage to Government property and any portions of the existing work which are to remain. This requirement is not limited to just the project site but includes landscaping, curbs, pavements, and utilities adjacent to the site as well as along routes to and from the site. Where any ambiguity exists the Contractor to request clarification from the Contracting Officer before beginning work.

Make repairs to or replace portions of existing work that is damaged or altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work is to be in a condition equal to or better than that which existed before new work started.

In the event the Contractor fails or refuses to make satisfactory repairs or replacements to property damaged by the Contractor under this Contract the Government will have the repairs made and charge the cost to the Contractor.

a. Construction coordination:

Construction coordination through the Contracting Officer will be required to reduce delays and conflicts with projects currently under construction and other future projects. Construction coordination is required throughout the life of this Contract. Modify scheduled sequence of work as required to avoid construction conflicts with ongoing construction contracts within limits of work. Such modifications will be made monthly in a schedule review conference to be held with the Contracting Officer's Representative.

b. Outage affecting existing facilities:

Outage affecting any existing facilities or operations will be limited and are to be planned, requested and submitted to the Contracting Officer not later than the 10th of each month prior to the month during which the outage is to occur. Only approved outages will be permitted. Space for temporary storage of the new equipment within the job site facility, or other assigned location, will be provided in order to cut down on the installation time and possible outage time requirements.

SECTION 01 00 00.00 41 Page 8

c. Base-wide identification of employees :

Submit the following information on its company letterhead not less than 7 calendar days prior to the start of work on this project.

(1) Project Name

(2) Project Location

(3) Project start date

(4) Anticipated completion date

(5) Name, nationality, and social security number of each employee who will be working on this project.

(6) Registration numbers of all vehicles that will be required to enter the Base.

d. Use of fire hydrants :

Any use of the fire hydrants will be coordinated one week in advance with the base fire department and airfield management.

e. Cooperation with Others:

During the life of this Contract, other Contractors will be performing operations in the general area where work under this Contract is being performed. Cooperate with others in all respects wherever necessary for the better prosecution of the work. As far as practicable, all persons working in the vicinity have equal rights to the use of all transportation facilities and grounds within the limitations specified in the CONTRACT CLAUSES. The obligation of the Contractor under this Contract includes jointly planning and scheduling the work, on a cooperative basis, with other Contractors in order to minimize delays and interferences. Arrange operations so as to not interfere with other work in progress. In case of dispute or disagreement regarding use of transportation and storage facilities and rights of access, the decision of the Contracting Officer governs.

f . Borrow material :

Borrow material will be obtained off Base at no additional cost to the Government.

g. Clean fill site :

There will not be a clean fill dump site available on Post.

h. Temporary Fence:

Erect and maintain a temporary site fence. The fence is to be at least a 6'-0" high chain link fence installed on metal posts. Install a vision inhibitor consisting of slats or other approved means. The fence is capable of withstanding wind loads of 60 m.p.h. without damage. All materials and installation are subject to approval of the Contracting Officer's Representative. The fence encompasses the entire project site. Sumbit the fence location and design for approval. Provide detailed drawings and computations signed by a registered engineer. The layout will include the proposed location of access gates. Gates are to be locked at all times when the Contractor is not on site. For purposes of safety, provide tagged keys to the Resident Engineer's Office and the Fort Irwin Fire Department. Clean

SECTION 01 00 00.00 41 Page 9 the fence perimeter daily, both within the fence and outside of the fence to prevent any accumulation of trash and debris adjacent to the fence. The fence will be removed upon a written notice by the Contracting Officer's Representative.

i . Contaminated soil:

This project is located in a traditional non-hazardous location, the surface is unused desert environment. In the event of an encounter with contamination during construction, the following specific guidance will apply:

(1) If visual evidence and/or detectable odor is encountered, construction work is to stop immediately and notify the Base Environmental Branch.

j . Contractor Yard Site:

This paragraph specifies limited Contractor use of federal property for yard and office. Requirements are as follows:

( 1) The site and facilities provided to be used only in connection with the Contract and only for the term of the Contract.

Contractor shall, at their expense, relocate any displaced designated parking, traffic signage, road markings, equipment, etc as required to work.

( 2) Do not allow facilities on the site to be used as temporary residences.

( 3) Contractor may construct temporary structures or park office trailers on the site.

( 4) Maintain site in a clean condition; remove trash and debris daily.

( 5) Return site and facilities to the Government in satisfactory condition before transfer of construction, unless prior arrangement has been made.

( 6) Access to the installation is granted by application to the Installation Physical Security personnel. All Contractor personnel to submit personal data and be placed in an access roster or provided a Government ID card prior to gaining access to the installation. Coordinate with Installation Security Personnel for latest security requirements . (11) Submittals: The Contracting Officer shall review and coordinate all environmental permit applications. (18) Projects involving design of fire rated construction, fire detection, fire suppression, or life safety systems require the services and review of a qualified fire protection engineer. A qualified fire protection engineer is an integral part of the construction team, and must be involved in every aspect of "follow-on" design submittals as they relate to fire protection. This includes, but is not limited to, building code analysis, life safety code analysis, design of automatic detection and suppression systems, testing of completed fire protection system, water supply analysis, and a multi-discipline review of the entire project. For the purposes of meeting this requirement, a qualified fire protection engineer is defined as an individual meeting one of the following conditions:

SECTION 01 00 00.00 41 Page 10

- An engineer having a Bachelor of Science or Master of Science Degree in Fire Protection Engineering from an accredited university engineering program, plus a minimum of 5 years work experience in fire protection engineering.

- A registered professional engineer (P.E.) who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES).

- A registered P.E. in a related engineering discipline with a minimum of 5 years experience, dedicated to fire protection engineering that can be verified. b. PARTNERING

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient Contract performance and are intended to achieve completion within budget, on schedule and in accordance with drawings and specifications. To implement this partnership initiative, arrange, within 60 calendar days of Notice To Proceed, a one-day partnership development seminar/team building workshop that will cover at a minimum the following elements: Commitment, Trust, Communication, Roles & Responsibilities, Timely Responsiveness, Mutual Goals, Conflict Management, Dispute Resolution and project specific issues. Arrange for a meeting location to accommodate at least 40 people (i.e. made up of the Contractor's key on-site personnel, key subcontractors and key Government personnel) and hire a Facilitator to conduct the workshop. Devolop a Team Charter, along with a Workshop Report, and distribute to each participant at the conclusion of the workshop. q. Haul Route Cleanup:

Clean, sweep, or pick up, as necessary, mud, rocks, trash, or any other type of debris spilled along haul routes, immediately after passage. Perform cleanup to the satisfaction of the Contracting Officer.

1.15 SPECIAL CONSTRUCTION PROCEDURES

1.15.1 Identification of Employees

All Contractor employees are required to have in their possession valid picture identification issued by the Department of Motor Vehicles or the United States Government. If the employee will be driving on Beale AFB, the employee is required to have in their possession a valid driver's license, a current vehicle registration, and proof of insurance for the vehicle.

After the employee has produced all required information, he or she will be issued a pass for up to 3 days. If the employee will be required to work longer than 3 days, Corps of Engineers Beale Project Office to be notified and appropriate forms will be provided.

1.15.2 Contractor Access

The Contractor is to give the Corps of Engineers Beale Project Office 48 hours notice for all new employees expected to come to work at Beale AFB.

This applies to employees with expired identification badges as well.

SECTION 01 00 00.00 41 Page 11

The Contractor directs all employees without a current Contractor identification badge to the Main gate at the below stated times to gain access to Beale AFB. The Beale Project Office will have available a sponsor who will act as escort for the employees. The sponsor will be available at 7:45 a.m. and 1:30 p.m., Monday through Friday.

All deliveries are to be scheduled with the Beale Project Office in advance so that arrangements can be made for escort to the project site.

All deliveries must be made at the Wheatland Gate between the hours of 9:00 a.m. to 11:00 a.m. and 1:00 p.m. to 3:00 p.m., Monday through Friday. All drivers and passengers are subject to the same requirements as listed in paragraph 1.12.1 above as well as have in their vehicle the bill of delivery order which has the delivery address clearly marked. All delivery vehicles will be searched prior to gaining access to Beale AFB.

This procedure for access to the construction work sites is subject to change at any given time as FPCON status increase or decrease.

1.15.3 Construction Restraints

a. Smoking is permitted only in designated areas as approved by the Contracting Officer.

b. Furnish and erect exterior construction fences and barricades where necessary to divert unauthorized traffic from the area and to separate and protect the construction site from unauthorized entrance or activity.

c. To minimize interference of construction activity with the flow of traffic, the method and scheduling of required cutting, altering, and removal of existing roads, walks, and entrances must be approved by the Contracting Officer.

d. Keep roads, walks, and entrances to parking and adjacent occupied buildings clear of construction materials, debris, and standing equipment and vehicles. Wherever excavation for new utility lines cross existing roads at least one lane is to be open to traffic at all times. Provide a flagman where roads are limited to one lane passing due to contruction activities or when directed by Contracting Officer.

e. Protect existing utilities and maintain adequate storm drainage of the construction site. Temporary interruptions or shutdown of any utility or electrical/mechanical system to be requested, in writing, from the Contracting Officer at least 14 calendar days in advance prior to the desired time.

(1) No utility service such as water, gas, steam, fuel, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of the Contracting Officer.

(2) Submit a request to interrupt any such services to the Contracting Officer in writing, 14 calendar days in advance of proposed interruption. The request is to state reason, date, exact time of, and approximate duration of such an interruption.

Interruptions in utility services to be of the shortest possible durations for the work at hand. Coordinate all outages with the

BCE.

SECTION 01 00 00.00 41 Page 12

(3) Any utility outages are to be conducted after normal working hours or on weekends.

f. No equipment or vehicles are to be left on the streets, outside the Contractor's fenced areas, blocking access routes and/or sidewalks during off-work hours.

g. Toilet facilities are not available on site for the Contractor's use.

The Contractor is to provide portable toilets for his personnel.

1.15.4 Night Work

Supply all necessary lighting for night work. Coordinate all night work with the Beale AFB and gain the approval of the Contracting Officer prior to proceeding.

1.15.5 Construction Coordination

Construction coordination through the Contracting Officer will be required to reduce delays and conflicts with projects currently under construction and other future projects. Construction coordination is required throughout the life of this Contract. Modify scheduled sequence of work as required to avoid construction conflicts with ongoing construction contracts within limits of work. Such modifications will be made monthly in a schedule review conference to be held with the Contracting Officer's Representative.

1.15.6 Outage Affecting Existing Facilities

Outage affecting any existing facilities or operations to be limited and planned, requested and submitted to the Contracting Officer not later than 14 calendar days prior to when the outage is to occur. Only approved outages will be permitted. Space for temporary storage of the new equipment within the job site facility, or other assigned location, will be provided in order to cut down on the installation time and possible outage time requirements.

1.15.7 The Construction Project Area

The new Munitions Warehouse and Office Facility is located at the north east corner of alert drive and Doolittle drive. Coordinate construction activities with the Contracting Officer to avoid conflicts interruption of Base access.

1.16 SECURITY PROCEDURE

1.16.1 Security

Obtain entrance passes for construction vehicles, coordinate with Contracting Officer and Base Pass & Control Office.

Generate a list must by the Prime Contractor of all employees that will be working at the site. Submit the list to Security Forces at least 14 days before construction begins for background checks. Individuals on the list, who have been cleared by Security Forces, may be granted entry through the gate if escorted by a fully authorized sponsor. No personnel may be permitted to work on the site unless they are actually constructing the site (i.e. no administrative secretaries will be allowed). Employees

SECTION 01 00 00.00 41 Page 13 without badges found unescorted outside of the construction site boundaries, but within the security gated area will be subjected for removal from the project site.

1.16.1.1 Contractor Base Credentials:

(1) To obtain base identification passes for Contractor personnel the Prime Contractor is to submit a written request on company letterhead stationary, if available, to the Contracting Officer specifying the following:

a. Contract number.

b. Location of the work.

c. Date entry to the base required and contemplated termination date of entry.

d. Names of Contractor and subcontractor employee requiring access to the base.

e. The name of the individual who will submit the Request of Identification Credentials for each employee for who identification credentials are needed.

(2) The Contracting Officer will:

a. Endorse the request.

b. Attach a copy of the Contract cover page and any other pages that provide performance information, such as the need for and duration of access to the work site.

c. Forward this request to the Security Forces, Pass and Registration Office of the installation where the work is to be performed.

d. Provide blank Application For AFMC Identification Card, AFMC Form 496 and Unescorted Entry Authorization Certificate, AF Form 2586 to the Prime Contractor.

(3) The Prime Contractor is required to complete and submit AFMC Form 496, for each of the firm's employees and for each subcontractor employee who has access to the installation. For contracts, 90 days or less Contractor employees will be issued an AF Form 75 unless the work is in a controlled or restricted area. For contracts in a controlled or restricted area or greater than 90 days an AFMC Form 387 will be issued.

(4) The Contractor is required to provide a list of all employees and subcontractor employees that will access the Free Zone on a continual basis. This list will be used for back ground checks for acceptability in the controlled area. The list will need to have each employees first and last names, middle initial, birthdate, a state identification number (driver's license number) and location of birth.

No foreign Nationals will be allowed In MAMS 1. This list will be investigated one time as it takes considerable resources to complete investigations for the amount of individuals that will be required for the project. Government recommends that all personnel for this project be submitted at least 4 weeks prior to scheduled construction

SECTION 01 00 00.00 41 Page 14 activities. All Contractor personnel including subcontractors to attend the Explosive Safety Briefing if applicable. An Explosive Safety Awareness Statement signed by those requesting access is required. The Weapon Safety Monitor will provide the Contracting Officer copies of the awareness statements.