B08 - W9123826RA012 A06 - DRAFT Specification 2585 Vol 1 - NSA-U CMF - 20260521.pdf

Request for Proposal – Vol 1 of 5 Design / Build

NSAU CONSOLIDATION – MISSION FACILITY

NSA-UTAH, BLUFFDALE, UT

United States Army Corps of Engineers - Sacramento District

Government Project Number: 43294 Government P2 Number: 567249 Specification Number: 2585 Drawing File Number: 20025-0251

Corrected Final RFP Submittal May 21, 2026

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DRAFT

NSAU CONSOLIDATION - MISSION 2585

FACILITYNSA-UTAH, BLUFFDALE, UT

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 08/21, CHG 5: 11/24 GENERAL REQUIREMENTS

01 10 10.01 08/21, CHG 2: 08/24 DESIGN REQUIREMENTS - GENERAL

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

01 10 10.04 08/24 DESIGN REQUIREMENTS - LANDSCAPE

ARCHITECTURE

01 10 10.05 08/21, CHG 4: 08/24 DESIGN REQUIREMENTS - GEOTECHNICAL

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

01 10 10.07 11/22 DESIGN REQUIREMENTS - ARCHITECTURAL

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

01 10 10.09 11/22, CHG 1: 07/25 DESIGN REQUIREMENTS - MECHANICAL

01 10 10.10 08/21, CHG 5: 06/25 DESIGN REQUIREMENTS - ELECTRICAL

01 11 00 02/24, CHG 1: 05/25 SUMMARY OF WORK

01 30 00 11/20, CHG 5: 02/25 ADMINISTRATIVE REQUIREMENTS

01 32 01 02/15, CHG 8: 08/24 PROJECT SCHEDULE

01 33 00 10/2024 SUBMITTAL PROCEDURES

01 33 16 05/16, CHG 1: 7/24 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 02/21, CHG 1: 08/25 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 05/24, CHG 3: 7/25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 05/24, CHG 2: 05/25 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23, CHG 4: 09/25 QUALITY CONTROL

01 45 00.15 11/16, CHG 5: 03/24 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 05/24 SPECIAL INSPECTIONS

01 50 00 08/24, CHG 1: 07/25 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 50 01 RESIDENT ENGINEER OFFICE (REO)

01 57 19 12/18, CHG 9: 09/25 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 59 00 10/24 CONSTRUCTION SECURITY PLAN

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 11/23 OPERATION AND MAINTENANCE

DOCUMENTATION AND PROCEDURES

01 78 24 11/23 FACILITY ASSET MANAGEMENT INFORMATION

SYSTEM (FAMIS)

01 91 13 11/23 GENERAL COMMISSIONING REQUIREMENTS

01 91 14 11/23 COMMISSIONING OF FIRE PROTECTION AND

LIFE SAFETY SYSTEMS

01 91 19 05/2023 BUILDING ENCLOSURE COMMISSIONING

-- End of Project Table of Contents --

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VOLUME 1 - 01 00 00 THROUGH 01 10 10.10

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

08/21, CHG 5: 11/24

PART 1 GENERAL

1.1 Release of Public Information

1.2 Definitions

1.3 PAYMENT

1.4 REFERENCES

1.5 SUBMITTALS

1.6 SCRAP MATERIAL

1.7 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.8 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.9 TEMPORARY ELECTRIC WIRING

1.9.1 Temporary Power and Lighting

1.9.2 Construction Equipment

1.9.3 Circuit Protection

1.10 UTILITIES

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.11.1 Traffic Thru Construction Zone Traffic Control Plan

1.11.1.1 Closure of Roads and Streets

1.11.1.2 Closure of Parking Areas

1.11.1.3 Parking Lot Entrances and Exits

1.11.1.4 Occupied Buildings

1.12 DIGGING PERMITS

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13.1 Adverse Weather Delay Work

1.13.2 Record

1.14 EQUIPMENT DATA FORM MODIFICATION PROPOSAL

1.15 SPECIAL SECURITY PROCEDURES

1.15.1 Access and General Protection and Security Policy and

Procedures

1.15.1.1 Level 1 AT Awareness training

1.15.1.2 Access and General Protection and Security Policy and

Procedures

1.15.1.3 iWATCH Training

1.15.1.4 OPSEC Training

1.16 RED ZONE MEETING

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

3.2 APPENDIX

ATTACHMENTS:

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MILCON Project Close-out, The Red Zone Meeting

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SECTION 01 00 00

GENERAL REQUIREMENTS

08/21, CHG 5: 11/24

PART 1 GENERAL

1.1 Release of Public Information

There is to be no public release of information, photographs or images/renderings concerning any aspect of the materials or services relating to this bid, contract, purchase order, or other documents resulting there from use of open AI Software is strictly prohibited for all project related information.

1.2 Definitions

Outage: Any disruption to the Government's operations typically related to a loss of utility services such as power, water, steam, conditioned air, or communications. Outages can be "Actual Outages" when one or more services are disrupted, "Virtual Outages" where there is a reduction in the redundancy of the services or the work being performed increases the risk of a loss of services, or "Critical Work" where work (e.g. digging) is occurring near an active utility, but the utility is not expected to be disrupted.

Outage Coordination Team: The Government's multi-disciplined team headed by the Facilities Control Center (FCC) that reviews and approves all outage requests.

Outage Permit Request: The official outage request, which includes the Contractor-developed Outage Script, that is submitted by the Contracting Officer to the Outage Coordination Team. See Exhibit 08 at the end of this section.

Outage Script: A detailed listing of all of the tasks beginning from the start time through the end time that are required to occur in an outage.

Outage Tracking Database: The computerized system maintained by the Outage Coordination Team to track all service interruptions performed.

1.3 PAYMENT

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

1.4 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 1 2024; TIA 24-1; TIA 25-2)

National Electrical Code

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U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

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

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

1.5 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Shut Down Utility Services List ; G

1.6 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.

Remove and dispose of scrap, solid waste, or hazardous materials off of the government's property in accordance with applicable laws and regulations at Contractor's expense, unless otherwise specified. Prior to disposal, the storage and handling of hazardous waste or materials will be in accordance with applicable laws and regulations at the contractor's expense and compliance oversight.

1.7 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.

1.8 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor. Promptly furnish, unit prices and descriptive data required by the Government for Property Record purposes of fixtures and equipment provided, except prices do not need to be provided for

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Government-Furnished Property. List this information on Resident Management System (RMS) Contractor Quality Control (CQC) Module furnished by the Government.

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 the safety requirements of electrical extensions for the work of subcontractors. Work to be accomplished by skilled electrical tradesmen, as approved by the Contracting Officer.

1.9.2 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 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 , 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.

1.10 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the drawings 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 the Contracting Officer, an equitable adjustment in the Contract price to be made pursuant to the Contract Clause CHANGES to cover the cost of additional pertinent work or delay.

Ensure pole lines, signs, pipelines, and private improvements that interfere with or are to be replaced by new construction are moved to new locations by the owners (or by the State of Utah or its agents) in advance of construction operations. Notify the Contracting Officer at least 30 calendar days in advance of the work start date for removal of such utilities or private improvements. Ensure to preserve and protect improvements from injury or damage during construction operations. Assume

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full responsibility for reimbursing the owners for damage to their properties, utilities, or improvements, or interference with their services caused through construction operations.

Ensure digging/excavation permits are approved prior to utility excavation. See Section 1.12 for details on Digging permits.

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Prior to starting work on the contract, provide the Contracting Officer with a listing of all anticipated outages ( Shut Down Utility Services List ) that will or could impact the ongoing operations of the Government related to the work under this contract. The Contracting Officer will provide outage numbers for each outage, which are tracked in the Government's Outage Tracking System. All outages are to be incorporated and indicated as start milestones or critical start milestones in the Contractor's CPM schedule submission. No utility services are to be interrupted by the Contractor to make connections, to relocate, or for any purpose without approval of the Contracting Officer.

It is anticipated that the Contractor will be connecting into the following "Live Building Systems" during the construction of this project.

Escorts (refer to Specification Section 01 59 00 titled Construction Security Plan) will be required when working inside occupied structures when connecting into the existing services mentioned below:

a. EMCS

b. SCADA

c. FIRE ALARM

d. Domestic Water e/ Fire Protection Water (Suppression and Hydrants)

f. Reclaimed Water

g. PDS Telecommunications Distribution

h. Electrical Infrastructure

i. Any additional services designated by the Contracting Officer

Forecast all outages that impact any surrounding building/utility into the construction schedule. Attend an outage coordination meeting for each outage request with all parties that have a role in the outage to go through the scripts and confirm all parties are in agreement on their roles and duties. Requested outage dates may not align with Government Operations. The Contracting Officer will coordinate with the Contractor an alternate date if one requested is not approved by the Government.

Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

Services will not be shut off until receipt of approval of the proposed hours and date from the Contracting Officer.

Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer are to be accomplished during regular non-work hours or on non-work days of the Using Agency without any additional cost to the Government. Ensure site O&M personnel are present for outages and connections to existing electrical infrastructure.

Coordinate with the government.

Once approved, and prior to beginning work on the utility system requiring shut down, attend a pre-outage coordination meeting with the Contracting Officer and the Using Agency's representative to review the scope of work and the lock-out/tag-out procedures for worker protection. No work will be

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performed on energized electrical circuits unless proof is provided that no other means exist.

Operation of valves on water mains will be by Government personnel. Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

Flow in gas mains which have been shut off is not to be restored until the Government inspector has determined that all items serviced by the gas line have been shut off.

Fire protection water outages affecting existing operational buildings must not last longer than 10 hours in a 24 hour period; these should be performed off normal business hours.

The Government's Outage Coordination Team may add steps to the Contractor's Outage Script for the preparation work and actual operation to interrupt the services involved.

The Contractor is required to attend weekly Outage Meetings with the USACE/MPO team to review upcoming and ongoing outages to insure there are no interruptions in utilities for current operational facilities.

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 45 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.

a. Street Closure: Obtain approval in writing from the Contracting Officer before closing a street or parking lot access. Submit the request for closure in writing to the Contracting Officer 45 days prior to planned closing and to include the section to be closed and length of time of closure.

1.11.1 Traffic Thru Construction Zone Traffic Control Plan

When the location of the work is such that vehicle traffic will encroach on construction zone including repair and maintenance operations, prepare and submit a Traffic Control Plan to the Contracting Officer for approval and coordination with the local Police Department. The traffic control plan to include street closures and detour routes when applicable. Ensure the traffic control devices specified in the traffic control complies with the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways from the U.S. Department of Transportation and meet appropriate UDOT Standards. Abide with the MUTCD for Streets and Highways. Submit the traffic control plan a minimum of 21 working days in advance of the task order start of construction date.

1.11.1.1 Closure of Roads and Streets

Schedule work so that a minimum of one traffic lane is open for traffic during repair or construction operations. If a street or road is to be

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closed for more than 4 hours, provide up to two MUTCD approved portable electronic changeable LED message boards. Place signs 3 working days before work and during work. Signs to run from 0700-1930 in a location agreed upon with Government.

1.11.1.2 Closure of Parking Areas

The existing visitor parking lot must remain open through construction.

Coordinate any required partial closing of the existing lot with the Contracting Officer. Parking areas may be closed to traffic for the minimum time required for construction, as directed by the Contracting Officer. Divide large parking areas into two or more work areas to allow parking use in one of the areas. If 20 or more parking spaces are to be closed for more than 4 hours, provide up to two wet-weather durable, poster sized, signs to inform drivers of upcoming or ongoing construction work. Place signs 5 working days before work, not during. Signs to run from 0700-1930 in an area agreed upon with Government.

1.11.1.3 Parking Lot Entrances and Exits

Use barricades to close parking lot entrances and exits that are required to be closed to accomplish the work. Ensure Barricades comply with the MUTCD for Streets and Highways from the U.S. DOT. Space barricades such that vehicle traffic cannot pass between the barricades.

1.11.1.4 Occupied Buildings

Limit access to the building's occupants. Coordinate work with the Contracting Officer to ensure adequate provisions are made for personnel vehicular access for loading or unloading, if required by the user.

1.12 DIGGING PERMITS

Obtain excavation permits through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer.

Processing time required is 30 Days. Direct questions concerning the excavation permit to the Contracting Officer.

Protect existing improvements and utilities at or near the work site.

Repair 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 damage is not repaired 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 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 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 building to locate the existing grounding cable.

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1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. 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, satisfy the following conditions:

(1) The weather experienced at the project site during the Contract period is unusually severe, that is, more severe than the adverse weather anticipated for the project location during a given month.

(2) The unusually severe weather causes a delay to the completion of the project. The delay is beyond the control and without the fault or negligence of the Contractor.

1.13.1 Adverse Weather Delay Work

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 constitutes the base line for monthly weather time evaluations. Progress schedule to reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

INSTALLATION/NOAA STATION

HILL AF RANGE/BEAR RIVER

HILL AFB-FT DOUGLAS/OGDEN

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

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

1.13.2 Record

Upon execution of the Notice to Proceed (NTP), record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Adverse weather delay days prevent work on critical activities for 50 percent or more of the scheduled work day. Refer to

ER 415-1-15 . 1.14 EQUIPMENT DATA FORM MODIFICATION PROPOSAL

In conjunction with paragraph, UAI 31.105-101 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, submit CESPK FORM 450 for necessary equipment to perform work requiring adjustment of Contract price and submit these forms with the modification proposals. This form is included in RMS.

1.15 SPECIAL SECURITY PROCEDURES

1.15.1 Access and General Protection and Security Policy and Procedures

1.15.1.1 Level 1 AT Awareness training

All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled-access areas are to complete AT Level I awareness training within 30 calendar days after the contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Submit

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certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer; if a COR is not assigned, within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil.

1.15.1.2 Access and General Protection and Security Policy and Procedures

Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of thiscontract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes incontractor security matters or processes

a. For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees are to comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III)and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.15.1.3 iWATCH Training

The contractor and all associated sub-contractors are to brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training is to be completed within 30 calendar days of contract award and within 5 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

1.15.1.4 OPSEC Training

Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

1.16 RED ZONE MEETING

Approximately 120 days prior to anticipated Beneficial Occupancy Date (BOD), conduct the Red Zone Meeting to discuss the close-out process, and to schedule the events and review responsibilities for actions necessary to produce a timely physical and fiscal project close-out.

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PART 2 PRODUCTS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five conformed specifications in hard copy in the quantities identified in Section 01 33 16 DESIGN DATA (DESIGN AFTER AWARD) reproduced from the PDF Contract Documents. Hard copy drawings consist of two sets of ANSI D (22 inches by 34 inches) and three sets of half size (11 inches by 17 inches) 3-hole punched and bound with metal posts. Ensure specifications are standard letter (8-1/2 inches by 11 inches), 3-hole punched, and bound with metal posts. Submit specifications and drawings within five work days of the receipt of the AWARD documents from the Government after the Government releases the Contractor's design for construction .

Provide the Resident Engineer a copy ("hard" and "PDF") of the signed Bond and Notice to Proceed within five working days after receipt from the Contracting Officer.

3.2 APPENDIX

MILCON Project Close-out, The Red Zone Meeting

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ENGINEERING AND

CONSTRUCTION BULLETIN

No. 2004-21 Issuing Office: CECW-E /CEMP-I Issued: 15 Dec 2004

Subject: MILCON Project Close-out, The RED ZONE Meeting

Applicability: Guidance

Note: This is an update of ECB 2002-14, which expired on 22 May 2004.

1. The U.S. Army Corps of Engineers is endorsing the Air Force’s Air Combat Command (ACC) initiative called The Red Zone Meeting as an approach for timely completion and close-out for MILCON projects. The Red Zone meeting gets its name from the football term used to describe the team effort to move the ball the last 20 yards into the end zone. The close-out of a MILCON project sometimes can be equally as hard and most definitely requires the whole team’s efforts.

2. The Red Zone meeting is held approximately 60 days before the anticipated Beneficial Occupancy Date (BOD). The whole Project Delivery Team (PDT) meets to discuss the close-out process, to schedule the events and assign responsibilities for actions necessary to produce a timely physical, as well as fiscal, project close-out. Enclosed is a copy of the ACC brochure describing their program.

(Enclosure1)

3. The Corps of Engineers will apply the Red Zone meeting process to all MILCON projects. The Red Zone meeting should be included in every Project Management Plan (PMP). Ongoing projects with existing PMPs should incorporate Red Zone meetings if project BOD has not been reached. The Corps’ Project Manager will schedule the meeting and ensure all the key players attend. The enclosed sample checklist (in Word) will help to ensure key milestones are discussed. (Enclosure 2) This file can be customized to include unique requirements for individual projects.

4. The Red Zone Video has been loaded on the Corps’ FTP site at ftp://ftp.hq.usace.army.mil/video. The file name is RedZonecpressd.avi. There are a few options to view the video: 1) Double-click on the file name. The file will download and you can view it through Windows Media Player. This download can take up to 5 minutes. 2) Right-click on the file name and select “copy to folder”. Then select “desktop” or “create new folder”. Choose the directory where you want to save the file to and save the video file.

3) Create a CD of the video by using your CD creation software. Contact your local help desk for instructions.

5. POCs are Mark Grammer, CECW-SAD, 202-761-4108, and Jane Smith, CEMP-II, 202-761-5771.

2 Encls

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ftp://ftp.hq.usace.army.mil/video

SAMPLE

Red Zone Meeting Checklist

Date:_____________

Contract No.

Description / Location

Contractor Contracting Officer

Action Completion Milestone

Inspections Fire

Safety Pre-final

Mechanical Test & Balance Commissioning Landscaping Complete Beneficial Occupancy Date (BOD) Furniture Installation Comm Installation As-Built Contract Drawings Provide all O&M manuals, tools, shop drawings, spare parts, etc. provided to customer

Provide Warranty documents to Customer

Contract completion Final Inspection User move-in DD Form 1354, Transfer of Real Property completed & signed

Ribbon cutting DD Form 2626 - Construction Contractor Performance Evaluation

DD Form 2631 – A-E Performance Rated after Construction

Final Payment Completed Release of Claims Return of Unobligated Funds Move Project from CIP to General Ledger

Financial completion

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.01

DESIGN REQUIREMENTS - GENERAL

08/21, CHG 2: 08/24

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Installation

1.3 INSTALLATION STANDARDS

1.3.1 Design Standards

1.3.1.1 Topography

1.3.1.2 Building Envelope Design Objectives

1.3.1.2.1 Building Envelope Standards Parameters

1.3.1.3 Facility Planning Concepts

1.3.1.3.1 Overall Design Strategies

1.3.1.3.2 Individual Expression

1.3.1.4 Main Building Entryways

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

1.5 SUMMARY DESCRIPTIONS

1.5.1 Siting Summary

1.5.2 Building Construction Summary

1.6 DESCRIPTION OF CONDITIONS AND OPERATIONS

1.6.1 Installation Description

1.6.2 Background

1.7 DESIGN SUBMITTAL

1.7.1 Design Standards

1.7.2 Criteria and Standards

1.7.3 Imperial Design

1.7.4 Drawings

1.7.5 Field Information

1.7.6 Design Details and Standards

1.7.7 Specifications

1.7.7.1 UFGS Selection

1.7.8 Sustainable Design

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

1.7.10 Barrier Free Design

1.7.11 Environmental Protection

1.7.12 Reliability and Maintainability

PART 2 PRODUCTS

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PART 3 EXECUTION

ATTACHMENTS:

FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS

LCCA calculations

-- End of Section Table of Contents --

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SECTION 01 10 10.01

DESIGN REQUIREMENTS - GENERAL

08/21, CHG 2: 08/24

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

NATIONAL COUNTERINTELLIGENCE AND SECURITY CENTER (NCSC)

ICD/ICS 705 (2021) Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2022; with Change 4, 2024) DoD Building Code

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

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 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

1.2 DEFINITIONS

1.2.1 Installation

National Security Agency Utah Data Center (UDC)

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).

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1.3 INSTALLATION STANDARDS

No Installation Design Guide exists for this project to reference. The design and construction of this facility to conform to the surrounding facilities and the requirements issued in this solicitation. Features differing from 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.

1.3.1 Design Standards

The following design requirements and standards are to be met to ensure the campus’s real property vision and planning objectives for physical development are achieved, with the ability to endure changes to NSA missions or programs.

1.3.1.1 Topography

Terrain is a major consideration for layout and form of development.

Specific to each project site, apply the following guidelines:

a. Align roadways and buildings along site’s planned grading.

b. Locate large buildings that have an expansive footprint in relatively flat areas. Where topography is sloping, orient buildings parallel with the contours. Alternatively, locate the building to take advantage of terrace levels that respond to the natural topography and integrate with building programming.

1.3.1.2 Building Envelope Design Objectives

a. Develop a simple, yet sculptural massing fully responding to the programmatic needs of the facility.

b. Present a campus-sense of “design continuity” through the artistic expression of the building facade and related elements.

c. Reflect an awareness of the balance between the desired quality of design and the essential value of efficiency and economy.

d. Establish outside place-making to create a campus site identity that focuses on community.

1.3.1.2.1 Building Envelope Standards Parameters

The following building envelope standards address discrete components of building exterior appearance and aesthetic style.

a. Massing, Form and Height: Building compositional form and compatibility with neighboring structures and human scale.

b. Texture: 3-Dimensional elements that add scale, visual interest and depth to a building’s surfaces.

c. Materials and Color: Facade/exterior skin composition appropriate for building function and location plus color palettes for stipulated materials.

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d. Fenestration: Patterning and expression of building windows and other openings.

e. Screens & Enclosures: Equipment must be screened from view with exterior materials in order to enhance building aesthetic.

f. Lighting: Methods for lighting facades, portals and architectural features.

1.3.1.3 Facility Planning Concepts

Each facility is to be designed to include the following design objectives:

a. Architectural Expression: Reflective of function, yet particularly humanistic and visually distinctive.

b. Stylistic Expression: Simplicity and clarity of geometric forms and use of materials to celebrate the professional community housed by “People buildings,” as well as the communal nature of Campus Amenity Facilities.

c. Visual Impact: Expressive of structure and technological sophistication, but also expressive of distinction between communal nature of Campus Amenity Facilities and gravity of Office Buildings.

d. Cohesive Design Expression: Stylistic sensitivity provided for the variety of facility types.

e. Building Scale: Expressive image, celebrating specific building functionality and internal space flexibility and sophistication.

1.3.1.3.1 Overall Design Strategies

a. Balance of building height, length, bulk, and mass ensures compatibility with, and graceful transition between neighboring Operations Buildings.

b. Visual focal points created along the campus corridor that contribute to clarity of building function and location of the building entrance.

c. Designs that incorporate elements that modulate the size and scale of the building and support the human scale along the Corridor.

1.3.1.3.2 Individual Expression

a. Lengthy glass facades are interrupted by expressive large-scale vertical recesses. Random patterns of solar shading elements placed vertically further complement the design.

b. To enhance the pedestrian experience, the lower base of the building is distinct and separate from the overall larger building’s mass. Entryways are well-defined and easily accessible.

c. Unique attributes are incorporated into the building design such as by having color and relief introduced through colored panels surfaced in an “iridescent” coating.

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1.3.1.4 Main Building Entryways

At all main building entryways add human scale and visual interest. Each main entry is to reflect facility importance and stature as well as provide protection for visitors from elements with canopies and overhangs.

Main entries are to be clearly identifiable and emphatically announced.

1.4 SCOPE

Design and construct the Consolidated Mission Facility at the Utah Data Center (UDC) campus in Bluffdale, Utah, 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 FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS, and to meet the operational requirements of the National Security Agency (NSA). 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. Ensure ICD/ICS 705 is followed for every applicable discipline.

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) is to be designed and supervised by a registered or certified (as appropriate for the state) interior designer who is NCIDQ certified. The team is to include a LEED accredited professional (LEED AP EBOM) with documented experience in managing LEED data. 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:

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

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

d. Provision: Gross Glazing Area: Provide the same overall glazing area as shown in the Government's conceptual design. Glazing area may be

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increased, but not decreased from that indicated in the Government's conceptual design.

e. Provision: 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)

Life Cycle Cost Analyses for systems contributing to the energy footprint of the buildings and renewable energy generating systems have already been completed in accordance with UFC 1-200-02 and provided in Appendix R. The resulting systems and feature selections and bid options are incorporated as design requirements. The discipline specific LCCA narratives and supporting LCCA calculations are attached. The LCCA is to be updated during design as required of UFC 1-200-02 .

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 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.

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 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.

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1.4.1.1.4 Energy Compliance Analysis (ECA)

The Administrative Building and the Commons Building must independently meet the 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 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. Each of the two main buildings is to independently meet the ECA.

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 or 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.

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 DESIGN DATA (DESIGN AFTER AWARD) comply with these guides. The guides can be retrieved at https://www.spk.usace.army.mil/Business-With-Us/A-E-Services/

"Architect-Engineer Guide 35% Sacramento District"

"Architect-Engineer Guide 65% Sacramento District"

"Architect-Engineer Guide 95% Sacramento District"

1.5 SUMMARY DESCRIPTIONS

This project will design and construct a secure administrative mission facility, unclassified commons facility, parking structure, and vehicle control point (VCP). This project will include all required support facilities, associated site work, and environmental measures.

The administrative mission facility will provide operational and administrative areas including private offices and open flexible seating spaces, collaborative multi-discipline workspaces, conference areas, and support spaces. The administrative mission facility will be a multi-story

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structure with a full basement. Support spaces include access control areas, waste disposal area, and loading dock. The entire structure will be built to Sensitive Compartmented Information Facility (SCIF) standards, with redundant primary power and Uninterrupted power supply (UPS) systems to ensure continuity of operations.

The unclassified commons facility will provide personnel support spaces, including grab-and-go cafeteria, unclassified conference rooms, fitness center, and outdoor seating. The commons facility will include egress stairs and elevators, as well as mechanical, electrical infrastructure and distribution, communications and security systems infrastructure, and a loading dock. The commons facility will be constructed as a two-story building. The facility will be partially set into the hillside to make use of existing site grading.

A parking structure will be constructed to provide privately-owned vehicle (POV) parking for staff and visitors. The parking structure will include accessible parking, pedestrian stair towers and elevators, as well as electrical and mechanical service and distribution systems and spaces. New road construction, widening, realignment, and modifications to existing roads including signals or other road improvements will be provided to connect to existing road infrastructure.

The vehicle control point will consist of an overhead canopy with two guard booths, inbound and outbound roadway, overwatch booth, and rejection lane with a rejection canopy. Existing parking and roadways will be modified to provide access to the new VCP and maintain access to the existing vehicle and cargo inspection facility (VCIF) and existing visitor control center (VCC).

The project will be designed as permanent construction in accordance with the DoD Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements and UFC 1-200-02 , High Performance and Sustainable Building Requirements. Per UFC 1-200-02, the administrative mission facility and the unclassified commons facility are required to be certified by the Green Business Certification Inc. (GBCI) as LEED Silver certified. This project will comply with DoD Antiterrorism/Force Protection requirements per UFC 4-010-01 .