J-01 SOO Updated 7-21-2023.pdf

SOO: HJA00015-2J Modification #0

STATEMENT OF OBJECTIVES

Work Order: HJA00015-2J

Renovate Bldg. 52120

Date: 21 July 2023

DPW Project Manager: Jennifer Riley

Revision 1

*NOTE: Abbreviations can be referenced on page #13 *

1.0 Project Background

1.01 Building 52120 was placed in service on 7/1/1983. The building is being used as an administrative general-purpose facility. The interior of the building does not meet current needs of the SJA or the Judicial Center Standard Design (dated 28 Jun 2019). The intent is to bring the building up to these courtroom standards. The building has a concrete foundation and slab. The mechanical room is located at the back of the building. The main electrical panel, boiler, HVAC air handler and ductwork are located in the mechanical room. Additionally, the project will include repairs/renovations to the latrines and other defined areas in Building 52120. The facility has had repairs prior to this work, along with new upgrades, to include replacement LED lights and a communications room.

2.0 Project Objectives

2.01 The Contractor shall provide design/build services and furnish all labor, material, equipment, supervision, transportation, permits, fees, licenses, and utilities necessary to reconfigure/renovate Building 52120, located at Fort Huachuca, AZ. A non-specific

Design Criteria listing for the project is provided in Section 4.0 below. The Contractor shall prepare a more detailed description outlining their Contract Execution Overview

(technical approach, labor hours, materials/equipment, self-performance/sub-Contractor), tentative schedule, and previous experience for this type of work. The Contractor shall field verify the area of work before submitting their proposal. This proposal shall generalize the major work elements and be all inclusive. The Government will rely on the

Contractor's expertise and experience to successfully complete the project.

2.02 The Contractor shall be aware of the information provided has been gathered from two standards, attachment OSJA Courtroom Standards (dated 28 JUN 2019) and U.S.

Army Corps of Engineers: Judicial Center (JC) Standard Design.

3.0 Proposal Requirements

3.01 Technical Approach. The Contractor proposal technical approach section must address each of the line items listed in Section 4.0, Design Criteria. This section must include a description of the steps and methods by which each item will be completed. The description must adhere to the details outlined in pertinent UFGS and UFC specifications, providing a clear understanding of the requirements to a competent, qualified person.

3.02 Materials/Quantities/Equipment. The Contractor proposal’s Materials, Quantities, and

Equipment section must provide a clear and detailed list of all building materials and estimated quantities, as well as the equipment to be used in the execution of the project. These items must be presented in a manner that a competent, qualified person can understand what materials, estimated quantities and equipment will be used during the execution phase of the project.

3.02.01 Materials shall include items such as mechanical fasteners, hardware, devices, valves, piping, sealants, structural members, and all other permanently installed materials at the project location.

3.02.02 Equipment shall consist of all tools, machinery, motorized or engine driven equipment, and all other non-permanent items which will not be left on site.

3.03 Labor Hours. The Contractor proposal labor hours section must give a detailed breakdown of labor hours, to include estimated number of hours assigned to each trade or supervisory position, providing a clear understanding of the division of labor can be determined. In addition, the total labor hours estimated for the project should be listed.

3.03 Tentative Schedule. The Contractor Proposal Tentative Schedule section must provide a detailed estimate of all activities to be conducted during the project period of performance.

Scheduled actions must be listed in a logical order to demonstrate a clear timeline of the proposed project activities.

4.0 Design Criteria

4.01 Design Criteria shall be performed in accordance with the project plans, specifications, and all applicable codes. In the event of a conflict between the contract specifications and the plans, the specifications shall take precedence.

4.02 The following list is not detailed and is considered as a Design-Build Contract.

Construction services shall include incidental and ancillary components, materials, and/or equipment accessories customarily required by code, guideline, or industry standard practice to make the work complete and operational.

4.03 The Judicial Center Standard Design was used as a guide for the development of this

SOO and the draft floor plan. The standard design is meant for the construction of a completely new building, and not the retrofit of this building. It contains detailed information on the architectural elements, courthouse specific systems, and adjustments to common building system (e.g., HVAC system) which may assist the contractor in preparation of their proposal & design. This SOO, and other documents specifically prepared for this project, shall take precedence over the standard design. If an element, room, or system is not addressed in this SOO, or any other document specifically prepared for this project, than the contractor does not have to include the element, room, or system in their proposal. (For example, LEED certification or LEED requirements are not addressed. Therefore, the contractors proposal/design does not need to be LEED certified or meet LEED requirements.) If the element, room, or system is addressed, then the contractor shall meet all related requirements in the standard design unless specific aspects are waived or otherwise modified by this SOO, or other document specifically prepared for this project.

4.04 Design: Design and construct the new courtroom and workspace of Building 52120 per the proposed floor plan (attachment J-1). Include internet, Audio/Visual microphone, and camera connections. Design shall be in accordance with the Unified Facilities

Criteria (UFC).

4.04.01 Submit 35%, 65%, and 100% designs to the Government for review. A 3-D rendering of the courtroom shall also be included in the 65% design submittal.

During the 65% design submittal, the customer will require all hardwood material to be made of Cherry for the following items: Courtroom gallery railing, knee wall dividers, Judge’s bench, witness stand, and jury box.

4.04.02 Renovation: The Contractor shall construct new, separated ancillary spaces for defense and prosecution/trial counsel and panel deliberation. The new courtroom shall be an unobstructed single open area to enable presentation of evidence by both defense and prosecution. This area shall allow evidence to be heard by a judge, the accused, court reporter, panel members and the general public. Refer to proposed floorplan drawings.

4.04.03 The Contractor shall supply Conex containers of sufficient size to temporarily store the building furniture/equipment. The Contractor shall remove and relocate the furniture/equipment to the supplied Conex containers. The government will remove the furniture from the storage at the end of the contract.

4.04.04 The Contractor shall construct, install, and/or relocate walls, electrical, communications (telephone and internet), plumbing, HVAC/ductwork, and associated items, as required to modify the layout of the existing portion of the building, per the proposed floor plan.

4.05 A covered Pavilion, Facility# 52122, needs corrective repair. The Contractor shall repair by replacing the wooden cover with approved metal supports and canopy that meets the

UFC design criteria for Ft. Huachuca, AZ The Contractor shall repair by replacement the canopy cover of facility 52122, with an approved metal support and canopy design.

Repair materials for the metal canopy shall meet the wind and snow load (80 mph/0 lbs./sf), UFC design criteria for the Fort Huachuca location. Canopy shall include a lightning arresting system with cathodic protection. The contractor shall remove and reinstall the electrical & communication systems after the contractor makes the repairs to the structure.

4.06 Handicap access: The Contractor shall provide access to the parking lot across Tindall St.

4.06.01 The Contractor shall remove sections of curb, sidewalk, and asphalt ramp in the parking lot across Tindal St. to the South. New curb and sidewalk sections will be installed for Handicap entrance to the street and match sidewalk edges to the parking lot grade. All Handicap spaces shall be signed (Post).

4.06.02 The Contractor shall restripe eight (8) parking spaces on Tindall St. with an identified parking space for the Facility Manager (FM) and two Handicap spaces in front of the building. Mark Facility Manager’s parking space on the curb near the side entrance. Remove all other curb markings.

4.06.03 Paint and stripe the Handicap parking spaces and sidewalk entrance areas.

4.06.04 The Contractor shall provide and install all Handicap, room, space, and workstation identification signage in accordance with the sign standards, change

#4, from UFC 3-120-01, 1 March 2014.

4.07 Architectural:

4.07.01 Demolish existing walls, and construct new walls, as indicated on the attached drawings.

4.07.02 Install soundproofing in walls designated on the drawings and stated below. Walls and soundproofing shall extend all the way to the hard ceiling.

4.06.02.01 Only the following rooms are required to have STC 52 rated walls and doors: Judges Chambers 1-3, Deliberation room (and additional part of the neighboring hallway), SVC room, the 5 Attorney offices, and the 2 paralegal offices next to the attorney’s offices.

4.06.02.02 Only the Defense & Gov’t Witness Waiting rooms are required to have

STC 35 rated walls and doors.

4.06.03 The windows in the courtroom & deliberation room restroom shall be blocked off. Windows in all other rooms may remain as long as the room/wall meets

STC requirements. Otherwise, these windows shall be blocked off as well.

4.06.04 Re-use doors and frames that were removed from demolished walls. Provide and install six (6) new cipher locks in door locations as shown on the included drawings. New cipher lock combinations need to be recorded and given to the tenant at the final inspection. The tenant uses their key control for changing the combinations.

4.06.05 Judge’s Chambers: Judge’s chambers and support facilities include separate administrative staff office spaces, are required adjacent to and separate from the courtroom.

4.06.06 Construct new offices in the courtroom side of the building to include the judge’s chamber with private entrance on the Northwest side of the building.

4.06.07 Establish the courtroom area including electronic audio/video recording control station, hidden cameras, and telecommunication equipment.

4.06.08 Construct two (2) new ADA compliant water closets, one (1) in the deliberation area, and one (1) in the Judge’s area shown on the drawings. Locations selected are near a sizable drain large enough to handle wastewater. Provide and install toilets, vanity w/sink, and exhaust fan/light. The exhaust fan/light will be ducted to the exterior.

4.06.09 Establish ADA-compliant restrooms by removing one toilet in each restroom, cap the plumbing, and reconfigure the toilet divider layout: thus, creating a space for one male and one female Handicap toilet respectively.

4.06.10 Furniture: Large, affixed furniture built into the courtroom (e.g., Judge’s bench, witness stand, court reporter’s box, panel box, and the railing) shall be provided

& installed by the contractor. The Government will provide & install all movable furniture (e.g., tables and chairs).

4.06.11 Finishes: Courtroom wooden items to include judge’s bench, jury box, witness stand, lectern, elevated platforms, wood trim, paneling, chair rail and veneers, shall be of like material. All finishes and painting shall match the existing area décor.

4.06.12 Raised floors are not required.

4.06.13 Provide and install a 65” or larger TV in the courtroom.

4.07 The contractor shall provide a security system in accordance with the JC standard design.

4.08 Mechanical:

4.08.02 Demolish and replace the gas water heater.

4.08.03 Demolish the HVAC air-handling unit (AH-1), chiller (WC-1), and boiler (B-

1). In addition, demolish all chilled & heating water piping in the mechanical room and mechanical yard.

4.08.04 Demolish all pneumatic HVAC equipment (e.g., air compressor) and controls

(including VAV box controls).

4.08.05 Design and install a new energy efficient HVAC system. Provide and install HVAC materials and equipment as required to implement the design (for example, air-cooled chiller, piping, air handler, boiler, etc.).

4.08.06 Design and install a new BACnet HVAC control system. This includes new

VAV box controls.

4.08.07 Install new branch ductwork, dampers, registers, grilles, thermostats, and associated items, for the new offices in the workspace and courtroom side of the building.

4.08.08 Clean all HVAC ductwork and VAV boxes (including their coils) in the building.

4.09 Electrical: The Contractor shall replace all electrical panels and breakers that are over 10 years old, except the 480V service. The 480V service shall remain in place with all new fuses being installed with new labeling and 6 extra fuses for each type/size, being supplied, before the final inspection for a wall mounted case in the mechanical room.

4.09.02 Provide and install electrical outlets in all areas according to NEC and UFC standards and guidelines.

4.09.03 The Contractor shall perform wire continuity testing for the circuits that remain untouched except at the panel.

4.09.04 The Contractor shall submit an RFI if there is any issue with the 480V service for further resolution.

4.09.05 The Contractor shall remove the backup electrical system in the mechanical room.

4.09.06 The Contractor shall install new backup power devices as required by Code.

4.09.07 The Contractor shall install a new, dedicated 100-amp panel for the

Communications room and perform wiring as required.

4.09.08 Provide one line wiring diagram from the transformer to all electrical panels after work is completed. The one-line diagram shall show all disconnects and equipment in use,

4.09.09 Provide updated panel schedules.

4.09.10 Provide Arc Flash analysis (including calculations). All electrical panels shall be labeled for Arc Flash compliance.

4.09.11 Provide electrical floor plan, noting the circuit breaker source on outlets, lights fixtures, and other devices. Provide labels to all electrical devices.

4.09.12 The Contractor shall leave empty, abandoned electrical conduits and junction boxes in place.

4.09.13 The Contractor shall remove and dispose of the exterior disconnect and conduit with wiring, inside the rear mechanical yard by the transformer. The removal of this underground conduit/wiring shall be backfilled with compacted AB material.

4.09.14 The Contractor shall remove the exterior Generator connection and all appurtenances associated with it, to include the manual transfer switch and return all items to the government undamaged.

4.09.15 The Contractor shall remove conduit and junction boxes from the safe room to the main panel which also includes SIPRNet wire mold and boxes.

4.09.16 Replace all exterior building lighting.

4.10 Fire Suppression: Install a new fire sprinkler system for the entire building.

4.10.02 Install a fire sprinkler/fire suppression system in accordance with the NFPA

914, NFPA 25, NFPA13, and NFPA 24, except where specifically modified by

UFC 3-600-01 as written in UFC 3- 600-01, Chapter 9-6.1.2.

4.10.03 Establish and connect a new water supply of sufficient size for the new fire suppression system.

4.11 Fire Alarm System & Emergency Egress:

4.11.02 Remove the current fire alarm system. Provide and install a complete and fully functioning fire alarm system that covers the entire building. This facility is considered public space and the LOC and HVAC shutdowns, (green buttons), are to be code compliant. The AHJ is the Fort Huachuca Fire Department.

4.11.03 The Contractor shall procure and install a Knox box. The electronic process of procurement and installation may be used instead of paper requests. The Knox box location shall be coordinated with the tenant and the Fort Huachuca Fire

Department.

4.11.04 The Contractor shall repair the holes and voids in the exterior brick and mortar from mounting screws and penetrations.

4.11.05 The Contractor is responsible for the demolition of the existing fire alarm panel and system. The old Alarm panels shall be returned to the Government. Install smoke detectors, fire alarms, pull stations, emergency detection, lighting, exit signage, emergency HVAC shutoff, in accordance with NFPA 72 and a Mass

Notification System (MNS) in accordance with UFC 4-021-01. The new Monaco fire alarm control panel (FACP) to interface with the existing Monaco D-21 via radio on Fort Huachuca. Factory painted red conduit, with red painted junction/back boxes, covers, and couplings shall be used in unfinished areas for all fire alarm systems and MNS. Refer to UFC 3-600-01 for definitions of unfinished areas. The inside covers of all junction boxes in finished areas shall be identified as “Fire Alarm” and all conduit in finished areas shall have painted red bands 3/4- inches wide at 20 feet intervals and on both sides of all floors, wall, and ceiling penetrations as required and stated in UFC 3-600-01.

4.11.06 Provide five (5) keys to the Government for each fire alarm system panel, each

MNS panel, and each LOC panel.

4.12 Site Restoration: Upon completion of construction activities, replace, patch, repair, and/or paint, to match all finishes that were disturbed in order to complete the project.

4.12.02 Replace all damaged acoustical ceiling tiles, or portions of the grid or suspension system.

4.12.03 Repair any damage to sidewalks, curbs and gutters, and landscaping that was caused by the Contractor.

4.12.04 Replace 10% of all floor and wall tiles in the existing building.

4.12.05 Prior to the final inspection the Contractor shall make the building ready for occupancy. This includes a thorough cleaning of the entire building. The building should be free of dust and debris, floors mopped, carpets cleaned, walls and windows cleaned. The exterior of the building shall be free from all construction debris, landscaping returned to a state comparable to the start of the project.

4.13 Close-out Documents: Provide four (4) CDs with digital copies of the as-built drawings

PDF and CAD/DWG formats) and Operation & Maintenance (O&M) manuals (PDF).

Provide four (4) copies of the O&M manuals (Facility, O&M, QAE, Engineering).

4.14 ENRD: NEPA form (#4067) has been filed.

5.0 Schedule

5.01 Notice to Proceed (NTP) shall be issued after verification of bond requirements IAW

FAR Part 28. Project shall be 100% complete and ready for final inspection no later than 365 calendar days after the NTP.

5.02 The Contractor’s proposed schedule shall be submitted with the proposal. A revised schedule shall be submitted at the time of the preconstruction conference for approval.

The schedule shall be in the form of a progress chart of suitable scale to indicate the percentage of work scheduled for completion at any given date during the period. The schedule shall take into consideration anticipated adverse weather that could preclude progress, long-lead equipment, or materials critical to the completion of the project, review periods for submittal items requiring Government review and approval, air quality control permitting process, and other events and milestones as necessary.

6.0 Occupancy

6.01 Building 52120, in this contract will not be occupied during the construction.

7.0 Material, Standards, Codes, Regulations, and Workmanship (FAR 52.236-5, Material and Workmanship)

7.01 All materials and equipment shall be new unless otherwise specified. All work shall be completed in accordance with the plans and specifications, applicable industry standards, UFC, UFGS, NFPA, ASHRAE, NEC, SMACNA, NEBB, AABC, MUTCD, SDDCTEA, and AASHTO standards; federal, state, and local codes, regulations of EPA, OSHA, NEPA, and MSHA, if required; Network Enterprise

Center (NEC) and SSVEC requirements; Fort Huachuca Energy Policy and Army

Energy and Water Management Program. All Government permits, certifications, lead paint and asbestos analyses, if required, shall be obtained by the Contractor prior to commencement of work or prior to beginning construction, and are the specific responsibility of the Contractor (Federal, State, and local governments). Air quality control permitting efforts must be coordinated with DPW ENRD Air Quality Program prior to the start of any construction and prior to making any irrevocable decisions (i.e., purchasing equipment) related to equipment, activities, or processes, that have the potential to emit air pollutants such as combustion exhaust, dust, asbestos, evaporative emissions, refrigerant, etc. All certifications are the responsibility of the Contractor

(potable water health certifications, gas weld certifications, refrigerant technician certifications, including asbestos removal certifications) and must be provided to the

COR prior to final payment.

7.02 The provisions of Public Law 109-58 (Energy Policy Act of 2005) shall be totally incorporated. In the event of a conflict with industry standards, specifications will take precedence.

7.02.01All HVAC, boiler, or related systems must be the most energy efficient. Proper planning is necessary to ensure the design and construction of any new HVAC system is in accordance with the installation’s goals toward Energy Security, surety, and conservation. The Energy Branch must approve all designs prior to construction and all energy calculations must be included.

7.02.02 All lighting fixtures are to be LED. The Energy Branch must approve all designs prior to construction and all energy calculations must be included.

7.03 The Contractor shall obtain specific approval for all materials and equipment that vary from the standards established herein. All work shall be performed in a skillful and workman-like manner to current applicable industry standards and in accordance with manufacturer instructions. Work requiring certified craftsmen shall be performed by certified personnel. Proof of such certification, training, or other qualifications, shall be made available to the Government upon request. If the manufacturer of any product used in accomplishing this project has published an installation and/or operation manual, such manual shall be followed in its entirety. If any organization such as, but not limited to, APA or ANSI publish any construction guide, it will be followed as applicable to this project. If the manufacturer’s manual deviates from any established code, regulation, local requirement or this work proposal, such deviation shall be brought to the attention of the government representative before award, for written resolution. A revised proposal will be issued to specify such resolution and incorporated in any resulting award.

7.04 Commissioning of major systems (e.g., HVAC, fire protection, court room A/V) is required.

7.05 The Contractor shall comply with Federal directives by recycling at least 10% of construction waste.

7.06 The Contractor shall comply with all Federal, State, and Army Environmental requirements. Ensure Contractor responsibilities and operating limitations are noted in the proposal. Contractor shall keep all records required by Federal/State authorities and submit to the Government with their weekly report.

7.07 Air, water, asbestos, lead based paint and hazardous waste, among others, need to be covered in any construction, demolition, or renovation contract; thus, the Contractor is required to maintain all record-keeping and submit it to the appropriate government entity at the appropriate time, with a copy sent to the DPW COR.

8.0 Signage

8.01 The Contractor shall provide and install all Handicap, room, space, and workstation identification signage will be in accordance with the sign standards, change #4, from UFC 3-120-01, 1 March 2014. Room identification signs must be included in all public accessed facilities. The UFC has examples and sizes required for all locations.

8.01.02 The Contractor shall provide evacuation placards for the building showing location and Egress routes out the building. These evacuation placards will be placed at all interior locations as required by the Post Safety Office.

9.0 Door Locks

9.01 Exterior and interior doors requiring locks shall be provided with construction cores and keys by the Contractor. The using organization is required to acquire the permanent keys and cores through the Directorate of Public Works (DPW). The Contractor shall

Provide and install new cipher locks in six (6) door locations. New cipher lock combinations need to be recorded and provided to the tenant at final inspection. The tenant will use their key control for changing the combinations.

10.0 Clean Up (FAR 52.236-12, Cleaning Up)

10.01 The Contractor shall always keep the work area, including storage areas, free from the accumulation of waste materials. All trash will be removed from the site daily. Upon completion of the project, all equipment, materials, and other items associated with the project shall be removed from the project site and the site shall be left clean. All waste products created during performance of the work shall be removed from the project site, packaged in an environmentally approved manner, and disposed of OFF-POST at an environmentally approved disposal site.

11.0 Utilities: Where available, onsite utilities will be provided to the Contractor. These utilities shall only be used in the performance and support of the project.

11.01 Any temporary or permanent connection to the utility system will be coordinated with the Contracting Officer Representative prior to hook-up. The Contractor shall complete the temporary connection and all temporary electrical work in accordance with applicable codes and standards. Temporary electrical wiring and devices shall comply with the current National Electrical Code. Temporary wiring and devices shall be removed at project completion. All temporary electrical work shall be at the

Contractor’s expense.

11.02 Expansions/tie-ins to the potable water system and/or sewer collection system must be coordinated with the DPW. Some projects for expanding the potable water system and/or the sewer collection system will require an ADEQ 4.01 permit/NOI, prior to breaking ground.

12.0 Storage Areas/Lay Down Yards

12.01 The Contractor and the Contracting Officer’s Representative will agree on temporary storage areas and lay down yards in the general location of the project.

Request for proposed storage area shall be submitted with the proposal documents.

The Contractor shall be responsible for the safety, security, and maintenance associated with storage areas. Storage areas shall always be kept clean and have a neat and organized appearance. If the storage area is not maintained, the Contracting

Officer may direct the Contractor to store materials off the installation. Storage areas and lay down yards shall be returned to the existing stable state, which may require re-seeding with native grass mixtures.

13.0 DD Form 1354 Worksheet Preparation

13.01 The Contractor shall prepare a DD FORM 1354 Information Worksheet near completion of the project and submit it to the Government prior to final inspection and acceptance. The Contractor may obtain a DD FORM 1354 Information worksheet from the DOC CS or the DPW COR.

14.0 Controlled Areas

14.01 There are no controlled, or secure, areas in the building. No escorts are required.

15.0 Waste Disposal and Borrow Pits

15.01 The Contractor shall comply with the Fort Huachuca Waste Disposal/Borrow Pit Plan and submit a project specific Environmental Protection/Borrow Pit Plan.

16.0Contractor Quality Control (CQC)

16.01 The Contractor is responsible for quality control and shall establish and maintain an effective quality control system and shall include the following:

16.01.01 The Quality Control (QC) system shall consist of plans, procedures, and organization necessary to produce a product that complies with the specified requirements of this project. The system shall cover all construction activities, both on site and off site, and shall be coordinated with the proposed construction schedule.

16.01.02 The Contractor shall submit a Contractor Quality Control Plan, proposed to implement the specified requirements, to the COR for review and approval. The plan shall identify personnel, procedures, controls, instructions, tests, records, and forms to be used. Construction will be permitted to begin only after acceptance of the CQC plan. The plan shall include, as a minimum, the following to cover all construction operations and features.

16.01.02.1 A description of the CQC organization and lines of authority

(e.g., Organization Chart).

16.01.02.2 Names, qualifications, duties, responsibilities, and authorities of CQC personnel.

16.01.02.3 Procedures for scheduling, reviewing, certifying, and managing submittals.

16.01.02.4 Procedures for conducting CQC inspections to include routine inspections, follow-up inspections on deficient work, pre-final inspections, and final inspections.

16.01.02.5 Procedures for tracking construction deficiencies from the time of identification through acceptable corrective action (e.g., Deficiency Tracking Log).

16.01.02.6 Documentation, reporting procedures, and proposed reporting format.

16.01.03 The Contractor shall maintain current records providing factual evidence that the required QC activities and/or tests have been performed. These records shall be furnished to the Government daily and within 24 hours after the date covered by the report (except when no work is performed; then one report shall be submitted for every seven days of no work). The reports shall include the work of subcontractors and suppliers and shall be on an acceptable form that includes, the following:

16.01.03.01 Contractor/subcontractor and their area of responsibility.

16.01.03.02 Work performed each day, on location, description, and by whom.

16.01.03.03 Weather conditions encountered.

16.01.03.04 Any delays encountered.

16.01.03.05 Test and/or control activities performed with results and references to specifications/drawings.

16.01.03.06 Materials received with statement of quantity and quality, acceptability, and storage.

16.01.03.07 Submittals and deliverables reviewed.

16.01.03.08 Job safety evaluations stating what was checked, results, and instructions or corrective actions taken.

16.01.03.09 Instructions given/received and conflicts in plans and or specifications.

16.01.03.10 Contractor’s verification statement that equipment and materials incorporated into the work and the workmanship comply with the specified requirements.

16.01.03.11 Air Quality Control – The Contractor shall comply with all requirements of the Fort Huachuca Air Quality Control Permit and other Clean

Air Act regulations by submitting all required records, including but not limited to the following, as applicable, in accordance with applicable pre-construction/post- construction timelines, to the DPW ENRD Air Quality

Program:

16.01.03.11.01 Detail equipment specifications, activity/process descriptions

16.01.03.11.02 Documentation of equipment that was installed in accordance with manufacturer.

16.01.03.11.03 Specifications of removed equipment.

16.01.03.11.04 Dust control logs.

16.01.03.11.05Fuel certifications.

16.01.03.11.06 Report of run times occurring during equipment installation (i.e., generator hour meter readings). EPA engine certifications.

16.01.03.11.07 Records of Asbestos NESHAP Notification for Renovation and Demolition Activities forms filed with the appropriate state/county entity and all supporting documentation.

16.01.03.11.08 Miscellaneous chemical usage.

16.01.03.11.09 Refrigerant loss and associated items

16.01.03.12 All reporting details must be coordinated with the Air Quality Program prior to the start of construction or activity/process.

17.0 Inspection

17.01 All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance, in accordance with FAR 52.246-12, Inspection of

Construction. Government inspections and tests do not relieve the Contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the Contractor of complying with the specified requirements, nor is the Government inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

18.0 Accident Prevention

18.01 The Contractor shall comply with 29 CFR part 1926, 29 CFR part 1910, all state and local occupational safety and health requirements, and requirements of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual.

18.02 The Contractor is responsible for accident prevention and safety and shall establish and maintain an effective system.

18.03 The plan shall be developed by a “qualified person” (EM 385-1-1, A-1, 1.a.) and be signed by a representative of the prime Contractor’s “corporate office authorized to obligate the company.” The plan shall meet the minimum basic outline requirements contained in EM 385-1-1, Appendix A. The plan shall be job-specific and shall include work to be performed by subcontractors and measures to be taken by the Contractor to control hazards associated with materials, services, or equipment provided by suppliers.

The accident prevention plan shall include procedures for frequent safety inspections, conducted by competent persons, of the work sites, material, and equipment to ensure compliance with the plan and other referenced standards. Unless otherwise approved, Quality Control personnel shall conduct and document daily safety inspections.

19.0 Submittals

19.01 The Contractor shall provide information and/or submit samples of materials that the Contractor contemplates incorporating in the work. All submittals shall be at the Contractor’s expense.

19.01.01 The following submittal items are required for this project:

Submittals required prior to construction (normally at PRECON) shall include:

19.01.01.01 Construction schedule:

19.01.01.02 Project designs, specifications, design analysis

19.01.01.03 Shop drawings

19.01.01.04 Submittal Register (ENG FORM 4025 and 4288)

18.02.01.05 Catalog cuts (equipment and materials)

18.02.01.06 Finish material samples and/or product data

19.02.01.07 Sub-Contractor personnel list (POC with phone number)

19.02.01.08 Quality Control, Accident Prevention, Disposal/Borrow Pit Plans

19.02.01.09 Permits and certifications (Dig Permit, NOIs, 4.01 permits, Hot Work)

19.02.01.10 Air Quality Control and other Environmental submittals as appropriate

19.01.02 Submittals required during the construction period shall include:

19.01.02.01 Monthly reports to COR

19.01.02.02 Air Quality Control Reports and other Environmental submittals

19.01.02.03 TAB reports – certified by NEBB Technician

19.01.02.04 Draft DD FORM 1354 Worksheet

19.01.02.05 Air Quality Control and other Environmental submittals as appropriate

19.01.03 Submittals required near the end of the project but before final inspection:

19.01.03.01 Final DD FORM 1354 Worksheet.

19.01.03.02 As-Built drawings (per contract requirements)

19.01.03.03 Certified Commissioning Reports

19.01.03.04 O&M manuals – 4 hard copies and 4 digital copies on 4 CDs

19.01.03.05 All required certifications (potable water piping, gas line joint fusion weld certification)

19.02.03.06 Training for shop personnel

19.02.03.07 Estimate quantity of all recycled wastes

19.02.03.08 Repair parts list and vendors

19.02.03.09 Maintenance paint

19.02.03.10 Air Quality Control and other Environmental submittals as appropriate

(construction water used, Dust control records)

19.02 If any of the equipment/material submittals are disapproved, the Contractor shall resubmit the disapproved submittals for review and comment within five (5) working days of notification of their disapproval. This process shall continue until all equipment/materials are approved by the Government.

19.03 If Contractor uses, or installs, materials or equipment without approval, he does so at the risk of subsequent rejection and replacement at his cost.

20.0 Final Inspection and Acceptance

20.01 Final inspection and acceptance shall be conducted after the pre-final inspection is completed by the CQC representative and the pre-final inspection punch list items are completed by the Contractor. The CQC representative compiles the pre-final punch list immediately after the work is completed. The Government’s

PM/COR/QA representative will sign for completion documents after the final inspection and its punch list items are corrected; and upon receipt of acceptable

As- Built Drawings and any delayed work (seeding prior to rainy season, Air

Conditioning Test, Adjustment and Balancing in summer months, etc.). Until all delayed work, Punch-list items, As- Built drawings and O&M Manuals are completed to the government’s satisfaction (delivered/approved/accepted as appropriate), the government may retain 10% of the total contract cost IAW

FAR 52.232-5 (e).

21.0 Warranty Requirements

21.01 All work shall be covered under the one-year warranty of construction (FAR 52.246-

21, Warranty of Construction).

21.02 In addition to the one-year warranty of construction, the Contractor shall obtain all warranties that would normally be given in commercial practice and, upon final acceptance of the work (or before), provide a list to the Government of each warranted equipment item, feature of construction, or system. The list shall indicate the following:

21.02.01 Name of item.

21.02.02 Model and Serial Number.

21.02.03 Installed location.

21.02.04 Name and phone numbers of manufacturers or suppliers.

21.02.05 Names, addresses, and phone numbers of sources of spare parts.

21.02.06 Warranties and terms of warranty. Items with warranties extending beyond the one-year warranty shall be indicated with separate warranty expiration dates.

21.02.07 Start date and duration of warranty period.

21.02.08 Summary of maintenance procedures required to continue the warranty in force with cross-reference to specific pertinent operation and maintenance manuals as applicable.

21.03 The list shall include the status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and for all commissioned systems such as fire protection and alarm systems, sprinkler systems, lightning protection systems, etc.

21.04 At approximately four (4) and nine (9) months after acceptance, the Government may conduct warranty inspections. The inspections will be scheduled by the

Government COR/Project Manager and conducted with the user, and, if possible, Contractor personnel attending. A list of deficiencies existing at the time will be compiled and furnished to the Contractor for correction.

Attachments: (“J” section of the contract package)

J-01 SOO Updated 7-21-2023

J-02 OSJA Courtroom Plan

J-03 OSJA Annex Courtroom (current layout)

J-04 Plumbing drawing (soil & vent, domestic water Isometrics)

J-05 Enlarged Restroom Plumbing Plan

J-06 Facility AS-BUILT DWGs

J-07 Asbestos and lead base paint reports

J-08 Technical exhibit

J-09 JUDICIAL CENTER (JC) Standard Design Reference Document

J-10 Questions Template

J-11 Past Performance Questionnaire

J-12 52.204-9 Personnel Log

J-13 Map to Murr Recreational Center

J-14 FFE-listing furniture

J-15 LED light-nameplate-typical-nameplate

J-16 Sewer-Water Points

J-17 Electric Meter Only No Other Utilities Available

J-18 Ecb_2018_17

J-19 Fire Hydrant 521-2

J-20 Proposed Fire Water Line

J-21 Fort Huachuca Fire Department Requirements

J-22 Fort Huachuca Energy Efficiency Water Conservation Design Construct Guidelines

J-23 Pavilion-1

J-24 Additional Photos-Ahu-Plate-Switchgear-Boiler-Panelboards-Exterior-Parking

J-25 Photos Of B52120 Hvac Vav

J-26 Hvac-Drawings

J-27 Architectural Finishes

J-28 Building 52120 Outside Photos

J-29 Building 52120 Photos of Rooms

J-30 Building 52120 Utility Photo Locations

J-31 Building 52150 Photos of Representative VAVs

J-32 Questions and Answers

J-33 Sign-In Sheet 6.26.23

Abbreviations

AABC - Associated Air Balance Council

AASHTO - American Association of State

Highway and Transportation Officials ADA - Americans w/ Disabilities Act of

1990 (US)

ADEQ - Arizona Department of

Environmental Quality

AHJ – Authority Having Jurisdiction

ANSI - American National Standards

Institute

APA - American Planning

Association

ASHRAE - American Society of

Heating, Refrigerating, & Air-

Conditioning Engineers

AZPDES - Arizona Pollutant Discharge

Elimination System CAD - Computer-Aided Design CDs – Compact Disc’s CFR - Code of Federal Regulations COR – Contracting Officers Representative CQC - Construction Quality Control CS – Contract Specialist

DD - Department of Defense

DOC - Directorate of

Contracting

DPW – Directorate of Public Works

DWG - Drawing(s) EM – Engineer Manual ENG- Engineer

ENRD - Environmental and Natural

Resource Division EPA – Environmental Protection Agency FACP - Fire Alarm Control Panel FAR - Federal Acquisition Regulation

HVAC – Heating Ventilation and Air

Conditioning

IAW - In Accordance With

LED - Light Emitting Diode

LOC - Line of Communications

MNS – Mass Notification System MSHA - Mine Safety and Health Administration

MUTCD - Manual on Uniform Traffic

Control Devices

NEBB - National Environmental Balancing

Bureau

NEC – National Electric Code

NEC – Network Enterprise Center

NEPA - National Environment Protection Agency

NESHAP - National Emission Standards for

Hazardous Air Pollutants NFPA – National Fire Protection Association

NOI – Notice of Intent

OSHA – Occupational Safety and Health

Association OSJA – Office of the Staff Judge Advocate PDF - Portable Document Format PM – Project Manager POC – Point of Contact

QAE - Quality Assurance Engineer/Evaluator

QC – Quality Control

SDDCTEA - Surface Deployment and Distribution Command Transportation Engineering Agency SMACNA - Sheet Metal and Air Conditioning Contractors National Association SSVEC - Sulphur Springs Valley Electric Cooperative

TAB – Testing and Balancing

UFC - Unified Facilities Criteria

UFGS - Unified Facilities Guide Specifications

O&M – Operations and Maintenance