BAEY202004-MDOC Corrected Final (Draft) RFP - DIV 01 SPECIFICATIONS- 20241210.pdf

MULTI-DOMAIN OPERATIONS COMPLEX

Beale AFB, CA

DESIGN-BUILD RFP

SPECIFICATIONS

18 OCT 2024

Draf t

Multi-Domain Operations Complex Spec #2545

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 08/21, CHG 3: 07/23 GENERAL REQUIREMENTS

01 10 10.01 08/21, CHG 1: 07/23 DESIGN REQUIREMENTS - GENERAL

01 10 10.03 08/21, CHG 9: 11/22 DESIGN REQUIREMENTS - CIVIL &

ENVIRONMENTAL

01 10 10.04 08/21, CHG 10: 11/22 DESIGN REQUIREMENTS - LANDSCAPE

ARCHITECTURE

01 10 10.05 08/21, CHG 3: 09/23 DESIGN REQUIREMENTS - GEOTECHNICAL

01 10 10.06 08/21, CHG 2: 02/23 DESIGN REQUIREMENTS - STRUCTURAL

01 10 10.07 08/21, CHG 10: 11/22 DESIGN REQUIREMENTS - ARCHITECTURAL

01 10 10.08 08/21, CHG 9: 11/22 DESIGN REQUIREMENTS - INTERIOR DESIGN

01 10 10.09 08/21, CHG 10: 11/22 DESIGN REQUIREMENTS - MECHANICAL

01 10 10.10 08/21, CHG 4: 03/23 DESIGN REQUIREMENTS - ELECTRICAL

01 11 00 02/24 SUMMARY OF WORK

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 31 20 05/22 PROJECT TECHNICAL DATA MANAGEMENT AND

VISUALIZATION

01 32 01 02/15, CHG 7: 10/23 PROJECT SCHEDULE

01 33 00 08/18, CHG 8: 11/23 SUBMITTAL PROCEDURES

01 33 16.00 10 05/16 DESIGN DATA (DESIGN AFTER AWARD)

01 33 23.33 08/18, CHG 1: 02/21 AVIATION FUEL SYSTEM SPECIFIC

SUBMITTAL REQUIREMENTS

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 13 11/20, CHG 1: 02/22 SPECIAL PROJECT PROCEDURES

01 35 26 11/20, CHG 7: 09/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19, CHG 1: 03/22 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23, CHG 2: 02/24 QUALITY CONTROL

01 45 00.15 11/16, CHG 4: 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 10: 09/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 12/18, CHG 7: 01/24 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 09/15, CHG 5: 3/23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 71 10 05/10, CHG 1: 04/23 MOBILIZATION AND DEMOBILIZATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 8: 04/23 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 1: 05/23 OPERATION AND MAINTENANCE DATA

01 78 24 05/23, CHG 3: 05/23 FACILITY DATA REQUIREMENTS

01 91 00.15 05/23, CHG 2: 11/23 BUILDING COMMISSIONING

01 91 19 05/2023 BUILDING ENCLOSURE COMMISSIONING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00

GENERAL REQUIREMENTS

08/21, CHG 3: 07/23

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCRAP MATERIAL

1.4 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

1.5.2 Construction Equipment

1.5.3 Circuit Protection

1.6 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.7 EXCAVATION PERMITS

1.8 SPECIAL MILITARY PROCEDURES

1.8.1 Beale AFB

1.8.1.1 Installation Security Requirements

1.8.1.2 Identification of Employees

1.8.1.3 Contractor Access

1.8.1.4 Construction Restraints

1.8.1.5 Night Work

1.8.1.6 Construction Coordination

1.8.1.7 Outage Affecting Existing Facilities

1.8.1.8 The Construction Project Area

1.8.1.9 Base Access Hours

1.9 AIRFIELD FOREIGN OBJECT DAMAGE (FOD)

1.10 HAZARDOUS NOISE AREA

1.11 COLOR SCHEME FOR CONTRACTOR FACILITIES

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

SECTION 01 00 00.00 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 00 00.00 Page 2

SECTION 01 00 00.00

GENERAL REQUIREMENTS

08/21, CHG 3: 07/23

PART 1 GENERAL

1.1 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 (2023; ERTA 4 2023; ERTA 5 2023; ERTA 6

2023) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Health Requirements Manual

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.3 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 the Contractor has made due allowance for value of such scrap in the Contract price.

1.4 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Obtain and furnish to the Contracting Officer written guarantees for the equipment and appliances furnished. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and 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.

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1 . Enforce the safety requirements of electrical extensions for the work of subcontractors. Work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

SECTION 01 00 00.00 Page 3

1.5.2 Construction Equipment

In addition to the requirements of EM 385-1-1 , install temporary wiring conductors for operation of construction tools and equipment of either Type Thermoplastic Water-resistant (TW) or Thermoplastic Heat and Water-resistant (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.

1.5.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70 , ensure 15-ampere and 20-ampere receptacle outlets used for obtaining power during construction 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 cannot be permitted as a substitute for usage of GFCI'S except as described above.

Ensure generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets 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.

1.6 PLANNED UTILITY OUTAGES AND STREET CLOSURES

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. 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 violations.

Refer to Section 01 35 13 SPECIAL PROJECT PROCEDURES for information regarding airfield access, safety and notification requirements.

1.7 EXCAVATION PERMITS

Obtain excavation permits from the Base Civil Engineer (BCE) through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required by the BCE is 14 calendar days. Direct questions concerning the excavation permit to the Contracting Officer.

1.8 SPECIAL MILITARY PROCEDURES

1.8.1 Beale AFB

a. Construction coordination: Coordinate through the Contracting Officer to reduce delays and conflicts with projects currently under

SECTION 01 00 00.00 Page 4 construction and other future projects. Construction coordination is required throughout. Modify scheduled sequence of work as required to avoid construction conflicts with ongoing construction contracts within limits of work. Ensure modifications are made monthly in a schedule review conference with the Contracting Officer.

b. Outage affecting existing facilities: Ensure outage affecting existing facilities or operations are limited and 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 are permitted. Ensure space for temporary storage of the new equipment within the job site facility, or other assigned location, is provided in order to cut down on the installation time and possible outage time requirements.

c. The construction project area: The construction project area, PAVE PAWS site is under tight/restricted security. Precise procedures are required for entry and exit to and from the site and for the performance of work include the following:

(1) Personnel will be subject to Government surveillance and escort while working at the job site.

(2) Personnel entry and exit security check to and from the job site are required (15 - 20 minutes). Include in bid a 20 minute delay for each entry and exit into the jobsite. Entry and exit are restricted to the hours of 7:00 AM through 3:30 PM.

(3) Vehicles are searched each time it enters or leaves the fenced area of the job site.

(4) Personnel to submit a letter at least 3 days prior to scheduled access to the job site. The letter includes the name, Social Security number, purpose for entering the project site, the date expected to enter the job site and the name of the Contractor.

1.8.1.1 Installation Security Requirements

a. Obtain base identification and vehicle passes for personnel who make frequent visits to or perform work on the Air Force installation(s).

Wear or prominently display installation identification badges or contractor-furnished, contractor identification badges while visiting or performing work on the installation.

b. Submit a written request on company letterhead to the Contracting Officer listing the following: contract number, location of work site, start and stop dates, and names of employees and subcontractor employees needing access to the base. Ensure the letter specifies the individual(s) authorized to sign for a request for base identification credentials or vehicle passes. When reporting to the registration office, provide a valid driver's license, current vehicle registration, valid vehicle insurance certificate, and to obtain a vehicle pass.

(1) Submit the following to obtain entry to Beale AFB for each personnel to 9 CONS/LGCA a minimum of 72 hours prior to the requested entry date:

(a) Full name

SECTION 01 00 00.00 Page 5

(b) Real ID-driver's license number and State of issue

(c) Home address, city, state and zip code

(d) Home telephone number

(e) Description of vehicle to be driven on-base (year, make, model, license number)

(f) Date the individual is entering Beale AFB

(2) Entry requests require at least three full business days (72 hours) for 9th Security Forces to process. Business days do not include weekends and the following federal holidays:

(a) New Year's Day

(b) Labor Day

(c) Martin Luther King's Birthday

(d) Columbus Day

(e) President's Day

(f) Veteran's Day

(g) Memorial Day

(h) Juneteenth

(i) Independence Day

(j) Thanksgiving Day

(k) Christmas Day

(3) Ensure personnel possess a contractor pass and have a valid picture identification (valid real ID driver's license or 2 other Government-issued identification) in their possession while on Beale AFB. Mark vehicles entering Beale AFB with the Contractor's (or sub-contractor's) insignia or signage. Ensure individuals driving vehicles on Beale AFB have the following documents in their possession for the vehicle they are driving:

(a) Current vehicle registration

(b) Proof of valid insurance coverage

(c) Valid Real ID-driver's license

(4) When base entry for sub-contractors is necessary, follow requirements and procedures identified within this provision. In addition to the information required within (b)(1), the sub-contractor's company name, address, and telephone number to be provided for each of the sub-contractor's personnel.

(5) Deliveries of equipment and materials (such as concrete, heavy or light equipment, supplies, and similar equipment) are included within the 72-hour advance notification requirement. In some instances, the normal scheduling practices do not allow for identification of the delivery driver in advance of the day of delivery. Coordinate these instances with 9CONS/LGCA on a case-by-case basis. However, 72-hours advance notification of the delivery (company name, address, and telephone number as well as description of the delivery) is required.

(6) As real-world events change, these requirements and procedures are subject to change without notice. Changes within these procedures due to Beale AFB acting in its capacity as a sovereign entity cannot be the basis for claims.

c. Obtain required identification for newly assigned personnel and for prompt return of credentials and vehicle passes for employee who no longer requires access to the work site.

SECTION 01 00 00.00 Page 6

d. When work requires unescorted entry to controlled or restricted areas, comply with citing the appropriate paragraphs as applicable.

e. Upon completion or termination of an employee or expiration of the identification passes, ensure that base identification passes issued to employees and subcontractor employees are returned to the issuing office.

f. Failure to comply with these requirements may result in withholding of final payment.

(1) Prior to submitting an invoice for final payment, obtain a clearance certification from the issuing office which states base identification passes have been turned in, accounted for, or transferred to a follow-on contract. Submit this certification to the Contracting Officer prior to submission of the final invoice for payment.

(2) If an employee leaves employment, ensure that the Government-issued identification or contractor pass possessed by that employee is returned to the Contracting Officer as soon as possible.

g. Failure to comply with these requirements may result in withholding of final payment.

h. In accordance with BAFBI 31-101 and BAFB Policy Letter #4: Individuals who meet criteria stated below are allowed to submit an application for waiver of this policy to the USACE Contracting Office and the Beale AFB 9th Security Forces Squadron Offices. However, it is advised that if the individual's conviction is outside the 5 to 10 year window, but having had multiple arrests, minor convictions, or similar charges (displaying a consistency of criminal behavior), then they will be denied access. Therefore, the individual is encouraged to be fully transparent while preparing their waiver application as it is up to the 9th Security Forces Squadron Officer's discretion for granting access privileges to the individual. Individuals whose criminal background meets one or more of the following criteria cannot be allowed access to Beale AFB:

(1) The individual is required to register as a sexual offender under federal law or the applicable state law.

(2) The individual has been convicted of illegal possession or use of drugs/narcotics on more than one occasion within 5 years from the date access to Beale AFB is requested.

(3) The individual has been convicted of offense involving drug trafficking within 10 years from date access to Beale AFB is requested

(4) The individual has been convicted of a felony involving violence against a person, arson, robbery, or burglary within 5 years from the date access to Beale AFB is requested.

(5) The individual has been convicted of a crime involving incident acts with a minor, or a felony that is sexual in nature.

SECTION 01 00 00.00 Page 7

1.8.1.2 Identification of Employees

People 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 is 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 required information, ensure they are issued a pass for up to 3 days. If the employee is working longer than 3 days, notify the Corps of Engineers Beale Project Office and ensure appropriate forms are provided.

1.8.1.3 Contractor Access

Give the Corps of Engineers Beale Project Office 48 hours notice for new employees expected to come to work at Beale AFB. This applies to employees with expired identification badges as well.

Direct 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 has a sponsor who acts as escort for the employees. The sponsor is available at 7:45 a.m. and 1:30 p.m., Monday through Friday.

Deliveries are to be scheduled with the Beale Project Office in advance so that arrangements can be made for escort to the project site. Deliveries can only 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. Drivers and passengers are subject to the same requirements as listed in the subsection titled Beale AFB under SPECIAL MILITARY PROCEDURES as well as have in their vehicle the bill of delivery order which has the delivery address clearly marked. Delivery vehicles are searched prior to gaining access to Beale AFB.

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

1.8.1.4 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, ensure the method and scheduling of required cutting, altering, and removal of existing roads, walks, and entrances are 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.

Provide a flagman where roads are limited to one lane passing due to construction activities or when directed by Contracting Officer.

SECTION 01 00 00.00 Page 8

e. Protect existing utilities and maintain adequate storm drainage of the construction site. Temporary interruptions or shutdown of a utility or an electrical or 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 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 outages with the BCE.

(3) 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, or sidewalks during off-work hours.

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

h. As stated in Section 16.0 of the Beale AFB Installation Facility Standards, military operations may cause unplanned temporary work stoppages. All employed personnel as well as suppliers may be subjected to further controls. Work to be performed in the vicinity of airfield pavements (runway, taxiways, aprons, etc.) as well as in restricted areas, are subject to interruption (hours) due to aircraft takeoffs, landing or taxiing, and stoppage (days) due to base exercises. 9 CES/CEN shall give the contractor advance notice of potential interruptions whenever possible.

1.8.1.5 Night Work

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

1.8.1.6 Construction Coordination

Ensure construction coordination through the Contracting Officer is conducted to reduce delays and conflicts with projects currently under construction and other future projects. Construction coordination is required throughout. Modify scheduled sequence of work as required to avoid construction conflicts with ongoing construction contracts within limits of work. Ensure modifications are made monthly at a schedule review conference held with the Contracting Officer.

1.8.1.7 Outage Affecting Existing Facilities

Outage affecting 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

SECTION 01 00 00.00 Page 9 outages are permitted. Ensure space for temporary storage of the new equipment within the job site facility, or other assigned location, is provided in order to cut down on the installation time and possible outage time requirements.

1.8.1.8 The Construction Project Area

The Multi-Domain Operations Complex (MDOC) project is located on the east edge of the Flightline Area, west of the intersection of Arnold Street and Lockheed Street. Coordinate construction activities with the Contracting Officer to avoid conflicts interruption of Base access.

1.8.1.9 Base Access Hours

Typical base access hours are Monday - Friday, 6:00 am to 6:00 pm, excluding weekends and federal holidays.

The Contracting Officer may be able to arrange work outside these hours, if required, with prior coordination and approval from the base. Complete the Entry Access List (EAL) process (as outlined in the solicitation site visit instructions), which requires at least 72-hours prior notice. Work trucks are inspected daily before entering the base, which can be a lengthy procedure at peak gate hours. Ensure personnel working on site more than 30 days obtain an approved EAL and a Contractor badge (completion of Air Force Form 1172).

1.9 AIRFIELD FOREIGN OBJECT DAMAGE (FOD)

Clean up:

Clean work areas regularly. This includes but is not limited to immediate clean-up of material that may spread onto aircraft taxiways, aprons, ramps and pads. Provide a pavement vacuum or sweeper at the project site. Every time a haul vehicles cross the taxiways, aprons, ramps and pads, the area is to be cleaned by the pavement vacuum or sweeper immediately. Be responsible for repair or replacement of damages to the aircrafts or components of the aircrafts resulting from negligence.

1.10 HAZARDOUS NOISE AREA

Work area is located within a high noise area and can be hazardous to hearing. Provide adequate ear protection for personnel at the job site.

1.11 COLOR SCHEME FOR CONTRACTOR FACILITIES

Storage and operational facilities including temporary structures, signs and fencing, that remain at the site are to be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specified in Section 01 78 00

CLOSEOUT SUBMITTALS

SECTION 01 00 00.00 Page 10

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide conformed specifications in PDF format. Submit specifications and drawings within 5 work days.

-- End of Section --

SECTION 01 00 00.00 Page 11

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 00 00.00 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.01

DESIGN REQUIREMENTS - GENERAL

08/21, CHG 1: 07/23

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Installation

1.3 INSTALLATION STANDARDS

1.4 SCOPE

1.4.1 Design

1.4.1.1 Life Cycle Cost Analysis (LCCA)

1.4.1.1.1 LCCA Cost Disclaimer

1.4.1.1.2 LCCA Deviations

1.4.1.1.3 Energy Modeling

1.4.1.1.4 Energy Compliance Analysis (ECA)

1.4.2 Drawings Provided

1.4.3 Design Guide

1.4.4 Option Items

1.5 CONSTRUCTION PHASING AND SEQUENCING

1.6 SUMMARY DESCRIPTIONS

1.6.1 Siting Summary

1.6.2 Building Construction Summary

1.7 DESCRIPTION OF CONDITIONS AND OPERATIONS

1.8 DEMOLITION

1.9 DESIGN SUBMITTAL

1.9.1 Design Standards

1.9.2 Criteria and Standards

1.9.3 Imperial Design

1.9.4 Drawings

1.9.5 Field Information

1.9.6 Design Details and Standards

1.9.7 Hazardous Materials Survey

1.9.8 Existing Hazardous Materials

1.9.9 Specifications

1.9.9.1 UFGS Selection

1.9.10 Secure Spaces (ICS/ICD-705)

1.9.11 Sustainable Design

1.9.12 Anti-Terrorism/Force Protection (AT/FP)

1.9.13 Barrier Free Design

1.9.14 Environmental Protection

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 10 10.01 Page 1

SECTION 01 10 10.01 Page 2

SECTION 01 10 10.01

DESIGN REQUIREMENTS - GENERAL

08/21, CHG 1: 07/23

PART 1 GENERAL

1.1 REFERENCES

The 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 SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2019) Energy Standard for Buildings Except Low-Rise Residential Buildings

INTELLIGENCE COMMUNITY STANDARD (ICS)

ICS/ICD 705 (2010) Physical and Technical Security Standard for Sensitive Compartmented Information Facilities

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2022) DoD Building Code

UFC 1-200-02 (2020; with Change 1, 2020; Change 2, 2022) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2020; with Change 1, 2021) Architecture

UFC 3-600-01 (2016; with Change 6, 2021) Fire Protection Engineering for Facilities

UFC 4-010-01 (2018; with Change 3, 2024) DoD Minimum Antiterrorism Standards for Buildings

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

36 CFR 1191 (2024) Americans With Disabilities Act (ADA) Accessibility Guidelines For Buildings And Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

SECTION 01 10 10.01 Page 3

1.2 DEFINITIONS

1.2.1 Installation

Beale AFB

To avoid confusion,

a. "Installation" (upper case) references the base (location).

b. "installation" (lower case) is used for installing equipment, unless required (such as the first word in a sentence or if every word is capitalized)

1.3 INSTALLATION STANDARDS

The design and construction of this project to conform to the Installation Design Guide and the requirements contained in this solicitation. Features differing from the Installation Design Guide and the requirements in this RFP may be allowed if said changes otherwise provide the same level of function, quality and performance established in Solicitation. The Government will be the sole authority in determining if changes are acceptable.

Installation Design Guide: Beale AFB Installation Facilities Standards

(IFS).

1.4 SCOPE

Design and construct the Multi-Domain Operations Complex at Beale AFB, in accordance with the criteria contained herein and using industry standard materials and efficient practices. The objective of this contract is to design and construct the required facility as described in this document and RFP Attachment A - FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS, and to meet the operational requirements of the Air Force . Provide labor, equipment, and material to perform the design and construct the complete, operational facility. Visit the site during a prescheduled site visit prior to submitting proposal.

The Contractor is responsible for the professional quality, technical accuracy and coordination of designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, interior design, structural, mechanical, electrical, civil, landscape and other engineering features of the work to be accomplished, reviewed, approved and sealed by engineers, architects and interior designers who are licensed professionals with a minimum of six years' experience to practice in their respective professional field in a state or possession of the United States. The structural interior design (SID) to be designed/supervised by a registered or certified (as appropriate for the state) interior designer who is NCIDQ certified. The team to include a LEED accredited professional (LEED AP). The LEED AP has the responsibility to coordinate the design and construction efforts in achieving the requirements of Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING.

1.4.1 Design

The Contractor is responsible and liable for the complete design and cannot assume that the provided design criteria and drawings in this solicitation will alleviate Contractor from performing additional design as required to produce a complete set of construction documents. The following provisions to be maintained in the design:

SECTION 01 10 10.01 Page 4

a. Provision 1: Gross Square Feet: Provide at least the same square foot area overall, and on a room by room basis as shown in the Government's conceptual design.

b. Provision 2: Equivalent Functional Arrangement: Provide equivalent functional arrangement of rooms and spaces as shown in the Government's conceptual design.

c. Provision 3: Overall Site Limits: Limit design to the general extents of the Project site shown in the Government's conceptual design.

d. Provision 4: Gross Glazing Area: Provide the same overall glazing area as shown in the Government's conceptual design. Glazing area may be increased, but not decreased from that indicated in the Government's conceptual design.

e. Provision 5: Sustainable Design: Design is required to meet the sustainable design guidelines required by this RFP. If alternate assemblies or functional arrangements are better suited for the achievement of sustainable design goals, propose those changes.

Changes can only be incorporated under the review and approval of the Government.

1.4.1.1 Life Cycle Cost Analysis (LCCA)

A Life Cycle Cost Analyses for systems contributing to the energy footprint of the building and renewable energy generating systems has been completed in accordance with UFC 1-200-02 . The discipline specific LCCA narratives and supporting LCCA calculations are provided as RFP Attachment B - LCCA. The LCCA includes separate analysis of Mechanical, Building Envelope, and Hot Water systems.

1.4.1.1.1 LCCA Cost Disclaimer

The government provided LCCA cost estimates were put together with a degree of engineering judgment and documented assumption due to the preliminary nature of the design during RFP preparation. The initial investments, energy costs, and maintenance burden of the systems analyzed may not fully reflect every cost detail of the systems analyzed or the current market mark-ups due to location or material availability. LCCA costs are provided for reference only and the government is not liable for any cost discrepancies resulting from the LCCA costs being used in any other aspect of the design contract. Develop and submit a separate Cost Estimate as required by project specification 01 33 16.00 10 DESIGN DATA

(DESIGN AFTER AWARD).

1.4.1.1.2 LCCA Deviations

If the Contractor chooses to deviate from the predetermined systems, a justification of significant betterments to the proposed energy efficiency must be provided by submitting a separate life cycle cost analysis that is developed in accordance with UFC 1-200-02 . Deviations that decrease the energy efficacy are not acceptable. Submit requests to deviate from the systems identified herein to the Contracting Officer for government approval before incorporation into the design package.

SECTION 01 10 10.01 Page 5

1.4.1.1.3 Energy Modeling

Prepare an updated energy model for the proposed building at each design phase. Phases for submittal are identified in project specification 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD). The energy model is an iterative process and incorporates the most current building floor plan, envelope features (fenestration, roofs, walls, doors, floors), HVAC loads (lighting, people, ventilation, miscellaneous equipment), occupancy schedules, and selected HVAC/water heating equipment efficiencies. Refer to the Optimize Energy Performance paragraph of Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING and the Energy Conservation paragraph of Section 01 10 10.09 DESIGN REQUIREMENTS - MECHANICAL for further energy modeling requirements.

1.4.1.1.4 Energy Compliance Analysis (ECA)

Submit the ECA as a separable volume of the design analysis. Attach the government provided LCCA documentation to the ECA as supporting documentation for the building systems incorporated in the design package.

Phases for submittal are identified in Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD). The government provided LCCA document alone will not be accepted as a complete ECA and is only part of the ECA submittal. Per UFC 1-200-02 , the ECA must at minimum document the following: discipline specific narratives, specific energy efficiency criteria that apply to the project, the energy modeling software used, the revised energy model inputs/outputs, and the Performance Rating Report based on the ASHRAE 90.1 - IP Appendix G Baseline building energy consumption savings comparison. Ensure the ECA reports any changes to the energy model that occurred during each design phase and discuss their impact on the building energy consumption reduction requirements of UFC 1-200-02 , Optimize Energy Performance section 2-3. Include the completed AF MILCON Sustainability Requirements Scoresheet. A preliminary AF MILCON Sustainability Requirements Scoresheet is provided as RFP Attachment C - Air Force Sustainability Requirements Scoresheet, to be updated by the Designer of Record.

1.4.2 Drawings Provided

The conceptual site drawings indicate the general location of the facility, its approximate maximum size, and other system parameters that represent functional relationships of the project program. Maintain functional relationships regardless of individual design decisions/changes made.

The conceptual facility and site design provided in the RFP documents illustrates intent and functional relationships and does not indicate necessary construction requirements or components. The written RFP describes associated technical, performance and systems requirements.

The Contractor is responsible for the complete Project design, retain responsibilities, and be recognized as the Designer of Record.

The DOR’s actual building area must not exceed the limits defined in the most current DD1391, and will be of the size and configuration required to meet all requirements as well as the Contractor’s final building design solution for the systems and components installed with required clearances. The Gross Building Area is to be calculated as defined by UFC 3-101-01 Calculation of Gross Building Area.

SECTION 01 10 10.01 Page 6

1.4.3 Design Guide

The below guides are provided for design guidance. Ensure the Interim and Final Design Submittals as outlined in Section 01 33 16.00 10 comply with these guides.

RFP Attachment D - Sacramento District Architect-Engineer 35% Design Submittals

RFP Attachment E - Sacramento District Architect-Engineer 65% Design Submittals

RFP Attachment F - Sacramento District Architect-Engineer 95% Design Submittals

1.4.4 Option Items

No Option Items are included.

1.5 CONSTRUCTION PHASING AND SEQUENCING

The demolition of existing features and construction does not require multiple phases of construction. Existing buildings will not be occupied during construction. All construction activities in the Flightline Area must take place within the limits of an established Free Zone. The contractor must develop a sequence of construction that demonstrates all activities will occur within the Free Zone within the Flightline Area.

The Free Zone is defined in the subpart title Free Zone in Section

01 10 10.03 DESIGN REQUIREMENTS - CIVIL.

The Design-Build Contractor may coordinate with the Contracting Officer to develop an an early site construction package for demolition and underground work as part of this single Design-Build contract.

1.6 SUMMARY DESCRIPTIONS

This project will construct an approximately 127,832 square foot multistory Multi-Domain Operations Complex (MDOC) facility at the Installation. In accordance with the DD1391 dated February 2024, the MDOC primary facilities include a Squadron Operations Facility, a Large Aircraft Maintenance Facility consisting of two hangars, an aircraft apron, and cybersecurity of facility related control systems. Design the project within the criteria prescribed in UFC 1-200-01 , UFC 3-600-01 , and operations and maintenance manuals.

Beale Air Force Base is home to the only high-altitude Intelligence, Surveillance, and Reconnaissance Wing in the Air Force that provides decision advantage and combat power worldwide to meet the nation’s call.

With the high-tempo and essential mission Beale Air Force Base provides to the Air Combat Command and combatant commanders, it is important to have the tools and personnel necessary to meet the specific and essential requirements in a timely and safe manner.

The Multi-Domain Operations Complex will provide space for the high-altitude Intelligence, Surveillance, and Reconnaissance mission planning cell, which has grown by 117 personnel, space to implement emerging technologies (Artificial Intelligence, multi-domain operations, 5th Generation) and will integrate current intelligence, surveillance and reconnaissance platforms, sensor maintenance, and flight operations, SECTION 01 10 10.01 Page 7 improving high-altitude reconnaissance operational efficiency. Project will allow for the implementation of next generation high altitude reconnaissance sensors, and the addition of theater-wide Command and Control functions to high-altitude aircraft.

This project is required to divest approx. 60% of Building 1086, a cornerstone of Beale’s long-range facility strategy, and to provide a purpose-built facility, complete with information technology architecture, power, and building systems required to support current and future mission requirements.

This project was initially programmed in November 2019 at a different location northeast of the current location, offset from the Flightline Area. The project was relocated to the current position on the flightline in December 2022. Construction is programmed to begin in FY2025.

1.6.1 Siting Summary

The new building will be sited in the footprint area of existing buildings 1044 and 1045, in the southeast corner of the flightline area, west of the intersection of Arnold Avenue and Lockheed Street. See general drawing sheets for more information. Preliminary geotechnical information has been included in this RFP.

The overall structure will be 493 feet wide in front of the hangar and 300 feet deep. The face of the structure will be designed to be in line with DOCK 11, roughly 236 feet from the edge of apron in front. The new MDOC structure will be designed to have 25 feet minimum clear horizontal separation from DOCK 11.

The minimum aircraft turn radius for design of the hangar shall be 189 feet based on the U-2 turn radius for the design of the proposed hangar.

Multiple aircraft types are and will be operating on the apron in front of the new MDOC hangar. The largest aircraft which may enter the apron and MDOC is the KC-135, which has a total wingspan of 130 feet - 10 inches.

1.6.2 Building Construction Summary

The building will be supported by a combination of reinforced concrete isolated spread footings, continuous strip footings, and concrete tie beams to support the load demands from the columns and walls. The hangar interior will include a reinforced concrete slab on grade and the main gravity resisting system will be structural steel wide flange columns and wide flange beams, creating a building frame system that carries the loads down to the foundation. The concept design structural lateral load resisting system is specially reinforced concrete shear walls. Roof framing shall be constructed with series of long span structural steel trusses with an open web steel bar joist system. Roofing shall be light gauge steel metal deck designed for the required wind loading. Roof system shall be supported by steel wide flange beams bearing on wide flange steel columns. Perimeter walls shall have a partial height reinforced masonry wall system and above the masonry wall shall be insulated metal panels that runs up to the roof level and supported by steel wide flange wind girts between columns.

1.7 DESCRIPTION OF CONDITIONS AND OPERATIONS

The project involves demolition of existing airfield pavement, structures and utilities along the east edge of Taxilane J, in the southeast corner

SECTION 01 10 10.01 Page 8 of the Flightline Area of Beale AFB. Refer to Section 01 35 13 SPECIAL PROJECT PROCEDURES for airfield-related planning, notification and operational requirements.

Adjacent to the MDOC site is the Dock 11 project area, under construction at the time this RFP was prepared. The D-B Contractor must coordinate with ongoing construction and completed construction of Dock 11 components, including new airfield and non-airfield pavements, new utilities, and new building of similar sized and configuration as MDOC.

During construction, traffic must be coordinated, as both projects will be occurring in the same vicinity of the Flightline Area and will need to proceed through a security check. Both projects are anticipated to be accessed from Arnold Street.

Airfield and non-airfield pavement for MDOC must tie into pavement serving Dock 11 to provide smooth transition that is compliant with UFC slope requirements. The finished floor elevations of MDOC must be coordinated with those of Dock 11 to provide operational and aesthetic continuity between the two facilities. The MDOC design anticipates connecting to fire and domestic water utilities to be constructed to serve the Dock 11 project. Emergency vehicle access on the east and west sides of MDOC must provide smooth transition for emergency vehicle access with Dock 11 emergency vehicle access on the southern boundary and existing emergency access on the northern boundary. Pedestrian access to MDOC will tie into the Dock 11 project. Pedestrian traffic will enter MDOC from a new Dock 11 turnstile and pedestrian traffic access MDOC via Dock 11.

1.8 DEMOLITION

Two existing aircraft shelters (B1044 and B1045), existing aircraft maintenance support Building B1046, and existing utility building B1006 must be demolished in their entirety as part of this project. The project will also demolish approximately 160 LF of Jet Blast Deflectors east of B1044 and B1045 and one high mast area light.

Each existing aircraft shelter is approximately 270 feet x 80 feet x 35 feet in size, single story, with a small attached concrete block structure approximately 19 feet x 17 feet with interior restroom. The block structures formerly housed Aqueous Film-Forming Foam (AFFF) fire suppression equipment. The hangar shelter is a pre-engineered steel structure with metal panel exterior, with faced insulation batts in walls and roof. The structural column grid divides the shelter into (2) equal bays, with no hangar doors on the west (airfield) side. The shelter opening is 18 feet high, for the length of the building facing the airfield, with (2) overhead doors on the east wall for launch blast.

Each existing aircraft shelter's concrete slab floor contains existing grounding points oriented to the current aircraft stored. Small fire protection or electric panel closets (3 total) are along the rear wall.

Each entire shelter structure will be completely removed. The existing shelter floor slabs will be removed in their entirety, inclusive of all foundations.

As-built drawings of B1045 are provided as RFP Attachment N. For bidding purposes, assume B1044 is identical to B1045.

The slabs and subsoils beneath Buildings 1044 and 1045 are anticipated to be PFAS-impacted due to the historic use of AFFF fire suppressant systems.

SECTION 01 10 10.01 Page 9

Refer to RFP Attachment G - Task 7 Contaminated Soils and Pavement Study for information regarding characterization of existing concrete and soil and profiling requirements for this project. Refer to Section 01 10 10.03 DESIGN REQUIREMENTS - CIVIL & ENVIRONMENTAL for information.

Building 1046 is an aircraft maintenance administrative support building with office space, bathrooms and showers that will be removed in its entirety including foundations and grade slab. The existing structure measures approximately 60 feet x 30 feet and is constructed of metal wall panels with flat roof, entry door, and no exterior windows. The building is served by a fire sprinkler system. As-built drawings of B1046 are provided as RFP Attachment O.

Building 1006 is a utility building that will be removed in its entirety including foundations and grade slab. The existing structure measures approximately 40 feet by 20 feet and is constructed of concrete block walls with flat roof, entry door, and no exterior windows. The building houses a 100kw generator and diesel fuel tank with concrete containment and sprinkler system. Electrical panels and cabinets are located on three walls. According to Beale AFB, these panels and generator serve the high mast airfield lighting system. The electrical equipment in B1006 must be assessed by the D-B Contractor, removed and replaced with new code-compliant equipment in a new utility building that is part of this project. Coordinate with Beale AFB to determine if any equipment currently located inside B1006 can be eliminated. Refer to Section 01 10 10.10 DESIGN REQUIREMENTS - ELECTRICAL for more information.

Refer to the parts of this Section titled Hazardous Materials Survey and Existing Hazardous Materials for additional information.

1.9 DESIGN SUBMITTAL

The design requirements within this Section and RFP Attachment A - FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS represent the minimum quality and quantity acceptable for the proposals and project submittals.

The standards, documents, and criteria referenced within this RFP, are modified to the extent indicated within this Section. Each Offeror is responsible for obtaining documents not attached as part of this RFP but referenced as criteria for the project.

1.9.1 Design Standards

Equipment, hardware, and materials are to be standard manufactured domestic items. Replacement parts are to be standard and readily available through commercial means. Discontinued products cannot be accepted unless approved by the Contracting Officer. A listing of the codes and standards is outlined in Appendix C of UFC 1-200-01 DoD Building Code.

1.9.2 Criteria and Standards

The design, materials, equipment, and installation to be in accordance with the requirements of the listed codes and design manuals, with the requirements of this Section, and with the listed specifications. Ensure the building is of a noncombustible construction classification. Wood structural elements are not acceptable.

1.9.3 Imperial Design

Design using the Imperial/English inch-pound (I-P) units per the

SECTION 01 10 10.01 Page 10 preference of the Using Agency and Major Command.

1.9.4 Drawings

Attached drawings provide information on the project site and functional arrangement and relationships of internal components. Changes and adjustments to the site and building plan arrangement are allowed subject to provisions established in this Section. For more information, refer to the paragraph titled Drawings Provided in this Section. Design drawings to use approved Building Information Modeling (BIM) software. See Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD) and Section 01 78 00 CLOSEOUT SUBMITTALS for more information.

1.9.5 Field Information

The utility and as built information provided in the drawings is the best information available. It is provided to assist the offerors in preparing their proposal and then during the design of this project. Field verify information given. Obtain information necessary to properly design and installation. Gathering information during design to be coordinated through the Contracting Officer. Ensure surveys provide utility locations, manhole inverts, verification of existing features, and work of a similar nature is the responsibility of the Contractor and are to tie into the project datum.

1.9.6 Design Details and Standards

Create design details to conform to the requirements of the RFP. Standard details can be referenced from the USACE CAD/BIM center website at https://cadbimcenter.erdc.dren.mil/ . Design details are subject to review and approval by the Government.

1.9.7 Hazardous Materials Survey

No Hazardous Materials (HazMat) surveying is available for the buildings to be demolished under this contract.