Atch_1_-_Tooele_Air_Ctr_-_SOW_Design_Build.pdf

Tooele Air Center – Statement of Work Page 1

SCOPE OF WORK

DESIGN BUILD SERVICES

TOOELE AIR CENTER

Design Build Owen, Mark A West Desert District, Utah

Tooele Air Center – Statement of Work Page 2

Table of Contents

1.0 PROJECT INTRODUCTION

1.1 SCOPE

1.2 LOCATION

1.3 BACKGROUND

1.4 DESCRIPTION

1.5 SCHEDULE

1.6 INFORMATION

1.7 DATA AND MATERIALS TO BE PROVIDED BY THE BLM

1.8 DBC SUBMISSIONS REQUIREMENTS

2.0 PROJECT REQUIREMENTS

2.1 GENERAL REQUIREMENTS

2.1.1 SCOPE OF WORK AND PROJECT SUMMARY/REQUIREMENTS

2.1.2 DEFINITION OF CONTRACT LINE ITEMS

2.1.3 PROGRESS PAYMENTS

2.1.4 PROJECT MEETINGS

2.1.5 PROJECT SCHEDULE

2.2 DESIGN REQUIREMENTS

2.2.1 DESIGN DEVELOPMENT

2.3 CONSTRUCTION REQUIREMENTS

2.3.1 ENVIRONMENTAL AND SUSTAINABILITY REQUIREMENTS

2.3.2 SCHEDULE OF VALUES

2.3.3 CONSTRUCTION SUPPORT

2.3. 4 SUBMITTALS DURING CONSTRUCTION

2.3.5 CONSTRUCTION COORDINATION

2.3.6 DIGITAL IMAGES

2.3.7 QUALITY CONTROL

2.3.8 WORKING HOURS RESTIRCITONS

2.3.9 TEMPORARY SERVICES

2.3.10 ACCESS

2.3.11 PRESERVATION OF ADJACENT FEATURES

2.3.12 Existing Utilities

Tooele Air Center – Statement of Work Page 3

2.3.13 Hauling Restrictions

2.3.14 Accident Prevention

2.3.15 Temporary Controls

2.3.16 Field Engineering

2.3.17 Project Close-out

2.3.18 Substantial Completion and Final Inspection

2.4 FORMS

3.0 Performance Requirements

3.1 Design Imperatives

3.2 Sustainability

3.3 Integrated Design Principles

3.4 Facility Performance

3.5 Elements and Products

4.0 Technical Requirements

A Substructure

B Shell

C Interiors

D Facility Services

E Equipment and Furnishings

F Hazardous Waste Remediation

G Site

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1.0 PROJECT INTRODUCTION

Project Title: Tooele Air Center

1.1 SCOPE

In accordance with the terms and conditions of the Contract, the Design-Build Contractor (DBC) shall perform work for the Bureau of Land Management (BLM) as described below.

All Architect-Engineer (A-E) Services shall be performed by licensed Architects and Engineers registered in the State of Utah.

A Schematic Design was previously developed by BLM and NorthWind Group during 2020. This design was developed in partnership with the Tooele Valley Airport and shall be used as the basis of the design.

The design will be based on the conceptual design and program developed for the BLM during the previous phase and the technical specifications developed by the BLM, see attachments. If there are conflicts between the NorthWind narrative or conceptual design and the BLM technical specifications, the technical specifications shall control. The Contractor will be provided with the schematic design and program. The Contractor shall be responsible for developing an integrated design solution, construction documents, and final construction.

The design of the Tooele Air Center will require review and coordination with the BLM and TVA.

The Center includes aircraft ramp area, tie downs, loading pits, retardant tanks, secondary containment, helipads, utility development, security fencing and an Air Center Building for staffing with garage bays for vehicle and equipment storage and parking for personal and Government vehicles.

The DBC remains fully responsible for determining if the standards or provisions cited in the technical specifications have been revised or updated. Any such conflicts between the specifications and the identified standard or provisions shall be brought to the attention of the Government requesting direction.

1.2 LOCATION

This project is located at Tooele Valley Airport, 4663 N Airport RD, Erda, UT 84074

1.3 BACKGROUND

The BLM West Desert District operates a Helitack Module, Category 1 SEAT Base and an Air Attack platform. All three functions will be combined in a new Air Center at the Tooele Valley Airport. The permanent Center will be constructed on approximately 10 acres of leased land at the Airport. The aircraft will typically operate from June through early September. The building and will be occupied year-round with fire personnel with the heaviest use in May through October.

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The SEAT aircraft support initial and extended attack operations for wildfires as a rapid response resource. The Helitack program provides local and national initial attack by transporting people and equipment directly to the fire lines. Air attack provides aerial supervision, reconnaissance, and fire surveillance.

Program:

Helitack Module with Type 3 Helicopter consists of 10 firefighters, 3 chase vehicles (heavy duty pickup trucks), 3 contractors, 1 type 3 helicopter (example AS 350 B3) and 1 chase vehicle (heavy duty pickup with 900-gallon Jet A tank). Plan for a minimum of 13 personnel for this program element.

Air Attack module consists of 1 firefighter, 1 Contractor, and an Air Attack Platform (example Aero Commander AC690). AC690 specifications: wingspan 53 feet, length 43 feet cruise 308 knots, and fuel Jet A. Plan for 3 personnel for this program element.

Category 1 SEAT Base is any base with a full-service retardant contract. These contracts are designated for Air Bases with the highest retardant use rates. The full-service contract comes with roughly 2 to 4- 8000-gallon tanks, mixing pumps, storage area, and hazmat storage.

SEAT module for Tooele consists of 2 AT802 Single Engine Air Tankers. Each tanker comes with 2 Contractors and 1 Government representative. Plan for a minimum of 7 personnel for this program element.

The schematic design included site investigation, stormwater and utility analysis, site layout, conceptual and schematic design. This design shall be used as the basis of design for this work.

1.4 DESCRIPTION

The project consists of the complete design and construction of a new Air Center, and associated site elements and utility work. Schematic Design Drawings and Performance Specifications for the structures and associated site work, has been prepared by the BLM and shall be used as the basis of design. The design of the Air Center is based on the standard prototypical designs approved by NIFC (National Interagency Fire Center) and the requirements of the Tooele Airport. BLM has completed many of these types of facilities and can provide other supplemental project data if/when needed.

The Category-1 SEAT base design effort will comply with environmental regulations as well as considerate of aviation industry recommendations for current and future SEAT aircraft such as clearances, turning radius, approach angles, and aircraft ramp areas. Design will include relevant industry and environmental best practices and standards for retardant loading pads with secondary containment, water supply, retardant mixing with primary and secondary containment as well as an evaporation pond. Design will also include utilities such as water distribution, sanitary, electrical, and site drainage system.

Tooele Air Center – Statement of Work Page 6

The ramp design will include helipads based on future helicopters and accessory spaces for fueling and servicing, and accommodations for Air Attack aircraft with elements such as tiedowns, clearances, turning radius, approach angles, and aircraft ramp area.

The Air Center Building will be designed for all required operations elements on the Air Center including office areas, quiet room, break room, garage bays, fitness area, and storage areas.

1.5 SCHEDULE

Work shall be completed in accordance with the following schedule:

Conference Call:

Prior to the Kickoff Meeting and Site Visit, initiate and conduct a conference call with the Government. The purpose of the call is to preview the project, interview the client on overall expectations for the project, review Government provided materials, and generally discuss plans for the design effort. The meeting must be attended by the key members of the design team.

The DB Contractor shall determine which team members shall be required to attend the site visit, and have the opportunity to ask questions about the project to be better prepared for the site visit. Within 3 calendar days of the conference call, the Contractor shall provide detailed meeting notes outlining the discussion.

Kickoff Meeting and Site Visit: (1-10 calendar days into performance) Key members of the design team shall attend a one day meeting at the BLM Tooele Air Center.

Within 3 calendar days of the site visit, the Contractor shall provide detailed meeting notes.

Meeting discussion will include the following:

● Review and discussion of project scope, deliverables, and schedule

● Review of Project Program and conceptual design and required changes

● Review of Government provided materials

● Site familiarization tour

● Visit the Vernon Fire Station to see construction similar to the Air Center Building.

Design Build (DB) Design Development Documents:

DB Design Development Documents submitted no later than __60__ calendar days after award.

BLM Review completed no later than __15__ calendar days after submission of DB Design Development Documents.

60% DB Construction Documents:

Work on 60% DB Construction Documents shall continue during the DB Design Development Documents review; once DB Design Development review comments are received, they shall be addressed and incorporated in the 60% DB Construction Documents.

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60% DB Construction Documents and written responses to the BLM DB Design Development Document Review Comments submitted no later than __60__ calendar days after receipt of comments.

BLM Review completed no later than __15__ calendar days after receipt of 60% DB Construction Documents.

100% Complete DB Construction Documents:

100% Complete DB Construction Documents and written responses to the BLM 60% DB Construction Documents Review Comments submitted no later than __60__ calendar days after submission of 60% DB Construction Documents.

BLM Review completed no later than __15__ calendar days after receipt of 100% Complete DB Construction Documents.

Complete Stamped and Signed DB Construction Documents:

Complete Stamped and Signed DB Construction Documents and written responses to the BLM 100% Complete DB Construction Document review comments submitted no later than __15__ calendar days after receipt of BLM 100% Complete DB Construction Document review comments.

Construction:

Construction shall not begin until the Government has issued the DB Start Work Notice.

As-Constructed Drawings:

As-Constructed Drawings shall be completed no later than __21__ calendar days after Substantial Completion.

All DB Design Development, DB Construction Documents and DB As-Constructed Drawings shall be submitted to the Government.

1.6 INFORMATION

BLM Points of Contact:

Contracting Officer (CO):

Nate Roush Department of Interior, Bureau of Land Management National Operations Center Acquisitions Denver, CO 303-236-1174; nroush@blm.gov

Tooele Air Center – Statement of Work Page 8

Contract Specialist (CS):

Temujene Makua Department of Interior, Bureau of Land Management Utah State Office 440 W 200 S, Suite 500, Salt Lake City, UT 84101 801-539-4177; tmakua@blm.gov

Contracting Officer Representative (COR):

Mark Owen, PE BLM District Engineer 491 North John Glenn Road Salt Lake City, UT 84116 385-249-6603; mowen@blm.gov

Contracting Officer Technical Representative (COTR):

Trent Duncan, PE PMP LEED AP BLM Assistant District Manager 491 North John Glenn Road Salt Lake City, UT 84116 801-320-8340; tduncan@blm.gov

1.7 DATA AND MATERIALS TO BE PROVIDED BY THE BLM

The following data and materials will be provided to the DBC and are included in Section J of the Contract (additional items not listed may be available, and can be provided upon request by the DBC in coordination with BLM):

● Att-2: Tooele Air Center Schematic Design including Native CAD files

● Att-3: Tooele Air Center Performance Specifications

● Att-4: Tooele Valley Airport Site information (Drawings and Geotech Report)

● Att-5: BLM Example Forms

● Att-6: Environmental Containment Infrastructure at SEAT/LAT Base

● Att-7: BLM Codes and Standards

1.8 DBC SUBMISSIONS REQUIREMENTS

A. Drawings:

Sheet size: 11” x 17” shall be “to scale” and legible for use in electronic bidding process Digital File Format: AutoCAD 2020 or Revit 2020 and Adobe PDF If BIM is used, the electronic BIM file(s) must also be provided to BLM Organization: National CAD Standard Binding: wire O-bound with clear cover

B. Specifications:

Sheet size: 8 ½” x 11”

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Digital File Format: MS Word 2016 and Adobe PDF Organization: MasterFormat 2004 with BLM header and footer format Binding: loose leaf binder

C. Cost Estimates:

Sheet size: 8 ½” x 11” or 11” x 17 “ Digital File Format: MS Word 2016 or Excel 2016 and Adobe PDF Note: Provide basis of data for estimating (i.e., RS Means, etc.)

D. Design Calculations:

Sheet size: 8 ½” x 11” Digital File Format: Adobe PDF Design Calculations shall include electronic files used to support the design

E. Life Cycle Cost Data:

Sheet size: 8 ½” x 11” or 11” x 17 “ Digital File Format: MS Word 2016, MS Excel 2016, Adobe PDF

F. Format:

Electronic copies shall be provided in both the original software file format (AutoCAD/Revit, MS Word, etc.) and PDF format.

All Drawing sheets must be consecutively numbered (1 of xx, 2 of xx, etc.) though the full set, in addition to the discipline numbering (e.g. M1, S1, etc.), and electronic Drawing File Names MUST begin with overall sheet number. Drawings in PDF format shall be organized into separate folders for each discipline (Structural, Architectural, Mechanical and Electrical).

Specifications in PDF format shall be in a single file and organized with separate bookmarks for each of the MasterFormat 2004 divisions and each specification section.

G. Distribution:

All submittals shall be via electronic copy to the COR and District Engineer identified in the contacts section below.

H. Communication:

Contractor shall establish a file sharing site for communication of large documents and files.

2.0 PROJECT REQUIREMENTS

2.1 GENERAL REQUIREMENTS

2.1.1 SCOPE OF WORK AND PROJECT SUMMARY/REQUIREMENTS

The project will consist of the design and construction of the BLM Tooele Air

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Center. The project also includes associated site elements and utility work associated with the buildings in accordance with the schematic design and specifications provided by the

BLM.

The work will include, but not be limited to, the following:

Evaluate the Schematic Design Drawings and Performance Specifications Review Geotechnical Report provided Review site data.

Upon award, provide design schedule of work, with milestone submittal dates indicated. Coordinate proposed milestone dates with BLM.

Submit list of required permits, and coordinate with TVA.

Design site, site utilities, building and foundation system.

Submit DB Design Development and DB Construction Documents for review and approval, as required per milestone dates in design schedule.

Provide schedule of construction work. Coordinate proposed milestone dates with

BLM.

Secure work area and provide for continued access to the facility.

Construct project.

Create and provide operations and maintenance manual.

Provide as-constructed drawings.

2.1.2 DEFINITION OF CONTRACT LINE ITEMS

The intent of this section is to explain, in general, what is included in each contract line item, limits or cut-off points where one item ends and another begins. If no item exists for a portion of the work, include the costs in a related line item.

CONTRACT LINE ITEM NO. 1 – DESIGN: This item consists of complete design and assembly of construction documentation as described herein.

CONTRACT LINE ITEM NO. 2 – CONSTRUCTION: This item consists of Contractor mobilization, site preparation, construction, and closeout of construction activities as described herein. Provide a schedule of values.

2.1.3 PROGRESS PAYMENTS

Design Phase - Progress payments during the design phase of the work will be based on submission, review, and acceptance of design deliverables.

Construction Phase - Progress payments during construction will be based on the percentage of work completed on items listed on the approved schedule of values. Actual construction completed and in place will form the basis for payment. Verification of the percentage of completion shall be initiated by the Contractor under the direction of a representative of the Government, unless the Government waives this requirement in a specific instance. The Contractor shall make the computations for payment based on the Government’s verification of work completed and in place for any periods for which progress payments are requested.

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The Contractor shall furnish to the Government originals of all field notes and all other records relating to the basis for payment, who shall use them as necessary to determine the final amount of progress payments. The Contractor shall retain copies of all such material furnished to the Government.

2.1.4 PROJECT MEETINGS

The following Part 2.0 Project Requirements deliverables shall be submitted a minimum of one week prior to the Preconstruction Meeting.

Letter designating the DBC Project Superintendent.

Project Schedule with construction portion fully developed.

Schedule of Values Accident Prevention Program A list of subcontractors for this project (must be same as in the DBC’s proposal).

Written statements from subcontractors certifying compliance with applicable labor standard clauses.

Evidence of liability insurance coverage and workmen’s compensation for the Contractor and all subcontractors.

Quality Control Plan Storm Water Pollution Prevention Plan Submittal process List of required permits

After the 100% Complete DB Construction Documents are approved (or the completed portions of DB CDs necessary for fast tracking the project) and prior to the start of construction, the CO will arrange an on-site Preconstruction meeting with the DBC. The meeting agenda will include the following as a minimum:

Correspondence procedures Jobsite safety Roles and responsibilities Lines of Authority Schedule of Values Progress payments Submittal process Resolution to any comments provided by BLM on the Part 2.0 Project Requirements deliverables Construction schedule (Provide a minimum of two color hard copies and an electronic copy in software it was created in.)

Labor standards Payroll reports Modifications Accident reporting BLM Rules and Regulations Medical emergency processes, availability, emergency numbers, and contacts.

BLM permits, burning construction waste, rules of the road, alcohol use, housekeeping, firearms, pets, natural and cultural resource concerns.

Bridge, access road and site constraints.

Visitation and public relations.

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Environmental and sustainability requirements for the Project.

Saturdays, Sundays, holidays and night work.

Traffic control

Progress Meetings

The DBC shall participate in weekly telephone conference calls with the Government and other project team members to update them on the following meeting agenda items:

Approval of minutes of previous meetings Submittal status Review of off-site fabrication and delivery Requests for Information (RFIs) and issues Modifications Work in progress and projected over the next 6 weeks Schedule update (provide updated CPM schedule every two month) Status of Project Record Drawings and O&M Manuals Other business related to the project.

Meeting Participation Participation at scheduled meetings on the part of this Contractor shall include the design disciplines and consultants appropriate to the level of project development and stage of review.

Participants shall be responsible professionals with direct knowledge of the work components.

The Contractor shall take the lead in the coordination and facilitation of all meetings and insure the attendance of the necessary design disciplines and consultants. Contractor shall provide meeting minutes and written responses to review comments within one week of the meeting conclusion or receipt of comments.

2.1.5 PROJECT SCHEDULE

General: The Contractor shall furnish the project schedule to the Government and provide two

(2) color copies after award and before the Design Meeting. The schedule shall include a detailed design phase with design deliverable submission dates and review periods, as well as a summary construction schedule, with important milestones included for both phases.

Fully develop the construction portion of the schedule and submit it to the Government before the Preconstruction Meeting or any construction begins. The project schedule shall be updated every two months throughout the entire contract period and until project substantial completion.

The status date of each schedule update shall be 10 days before the progress payment request date.

Construction work cannot begin until Government approval is obtained for either:

The entire set of 100% Complete DB Construction documents.

For fast track construction, the 100% Complete DB Construction documents affecting the work to be constructed.

Purpose: The purpose of the project schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of design and construction activities of the DBC. The

Tooele Air Center – Statement of Work Page 13 project schedule will assist the DBC and the Government in monitoring the progress of the work, evaluating proposed changes, and processing the DBC's monthly progress payment requests.

Software: Scheduling software shall be the latest version of Microsoft Project or approved equal.

Schedule Development: The project schedule shall cover the entire contract period. The late finish date of the project schedule shall be the same date as the established completion date of the contract.

The DBC shall use the Critical Path Method (CPM) with limited use of lead or lag durations between scheduled activities. The DBC's project schedule shall consist of procurement activities (including mobilization, submittal, and the fabrication and delivery of key and long-lead procurement items) and construction activities.

The DBC's project schedule shall consist of, but not be limited to, the following for each activity:

Identify each and every activity number with numerical designations (maximum 5-digit).

Numbering of activities shall be in increments of 10.

Concise description of the work represented by the activity (maximum 48 characters).

Avoid the use of non-standard abbreviations. The work related to each activity shall be limited to one work trade.

Activity duration in whole working days with a maximum duration of 15 workdays each, unless otherwise approved by the Government; exceptions may be made for non-construction activities including mobilization, shop drawing and sample submittals, fabrication of materials, delivery of materials and equipment, and concrete curing.

In developing the project schedule, the DBC shall be responsible for ensuring that subcontractor work at all tiers, as well as its own work, is included in the project schedule.

The project schedule, as developed, shall show the sequence and interdependence of activities required for complete performance of the work. The DBC shall be responsible for ensuring all work sequences are logical and the project schedule shows a coordinated work plan. Proposed durations assigned to each activity shall be the DBC's best estimate of time required to complete the activity considering the scope and resources planned for the activity. Resource loading of each activity shall list all personnel by labor category and equipment type and capacity proposed to complete the activity in the duration shown. Include any permit requirements and constraints. Seasonal weather conditions shall be considered and included in the planning and scheduling of all work influenced by high or low ambient temperatures, wind and/or precipitation, etc. to ensure completion of all work within the contract time.

Project Schedule Updates

Monthly updates: The monthly updating of the project schedule shall be an integral part and basic element of the estimate upon which progress payments shall be made under this contract.

If, in the judgment of the Government, the DBC fails or refuses to provide a schedule of values and a complete schedule update or revision as specified hereinafter, the DBC shall be deemed to have not provided the required information upon which the progress payment may be made and shall be subject to retainage of a portion of the payment.

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Progress Report: The report shall include a brief description of the actual progress made during the update period; actual and potential delaying activities; any impediments to progress;

issues related to inclement weather; progress toward established milestones and project float.

The report shall include a brief description of the work anticipated to be performed in the next month. Any minor revisions to the schedule should be identified so they can be evaluated and accepted or rejected.

As the project progresses, indicate Actual Completion percentage for each activity. If the schedule update shows a late finish date after the contract completion date, at a minimum, include the following in the progress report submission:

Any known delays.

Actions that will be taken to get back on schedule.

Pending modifications.

Impediments or constraints affecting progress.

Progress Payments: The monthly updating of the currently accepted construction schedule shall be an integral part of the process upon which progress payments will be made under this contract. If the Contractor fails to provide schedule updates or revisions, then a portion of the monthly payment may be retained until such corrections have been made.

Time Impact Analysis for Contract Modifications, Changes, Delays, and Contractor Requests Requirements: When contract modifications or changes are initiated, delays are experienced, or the DBC desires to revise the project schedule, the DBC shall submit to the Government a written time impact analysis illustrating the influence of each modification, change, delay, or DBC request on the contract time.

Time Extensions: Activity delays shall not automatically mean that an extension of the contract time is warranted or due the DBC. It is possible that a modification, change, or delay will not affect existing critical activities or cause non-critical activities to become critical. A modification, change, or delay may result in only absorbing a part of the available total float that may exist within an activity chain of the project schedule, thereby not causing any effect on the contract time. Time extensions will be granted in accordance with the terms of the contract.

Float: Float is not for the exclusive use or benefit of either the Bureau of Land Management or the DBC. Extension of the contract time will be granted only to the extent the equitable time adjustments to the activity or activities affected by the modification, change, or delay exceeds the total (positive or zero) float available on a particular activity.

2.2 DESIGN REQUIREMENTS

2.2.1 DESIGN DEVELOPMENT

The Air Center design effort will comply with environmental regulations as well as considerate of aviation industry recommendations for current and future aircraft such as clearances, turning radius, approach angles, and aircraft ramp areas. Design will include relevant industry and environmental best practices and standards for retardant loading pads with secondary containment, water supply, retardant mixing with primary and secondary containment as well as

Tooele Air Center – Statement of Work Page 15 an evaporation pond. Design shall include utilities water distribution, sanitary, electrical, communications, and site drainage system. The Facility will be fully electric so natural gas will be excluded.

The ramp design will include helipads based on future helicopters and accessory spaces for fueling and servicing, and accommodations for Air Attack aircraft with elements such as tiedowns, clearances, turning radius, approach angles, and aircraft ramp area.

The Air Center Building will be designed for all required operations elements on the Air Center including office areas, quiet room, break room, garage bays, fitness area, and storage areas.

The following requirements will be considered supplementary to the basic professional requirements to comply with applicable regulations, codes, and standards. The requirements serve to identify specific items the Government wants accomplished in this design effort, but will be considered supplementary to regulations, codes and standards

A. Architectural Design/Documentation:

● During the Design Development Phase (Title II) consisting of continued development and expansion of architectural Schematic Design Documents to establish the final scope, relationships, forms, size, systems and appearance of facilities through:

○ Floor Plans including life safety plan, furniture and equipment layouts, reflected ceiling plans, roof plan, exterior elevations, building sections, wall sections, interior elevations (for unique areas or aspects of the building), door schedule, window schedule, room finish schedule indicating proposed materials, and typical construction details.

○ Identifying and incorporating revisions and additions into the construction documents based on:

∙ Site Specific requirements ∙ BLM generated comments from the review of construction documents

○ Interdisciplinary coordination reviews

○ Final materials selections

○ Review of sustainable and energy conservation measures incorporated in the site and facility designs.

● Air Center

○ Ensure layout meets BLM requirements, TVA requirements and accommodates Architectural requirements of the other platforms

○ Ensure Helitack Module operation area, Helipad, and Chase vehicles are located near the Building.

○ Vehicle bays will open toward ramp.

○ Design for site will include consideration of security. The A&E Contractor is expected to design for passive elements such as eliminating blind areas, as well as active elements such as door access control. The Government will evaluate, review and provide guidance to the A&E Contractor in accordance with Federal Security Committee Standards (FSCS).

Air Center Building (approximately 7,680 sq. ft.):

Tooele Air Center – Statement of Work Page 16 o Incorporate applicable elements of the prototypical BLM Fire Station design.

o Meet the building program develop in the schematic design.

o Show proposed furniture layout.

o All restrooms and showers will be unisex, to be verified by DB Contractor per code.

o Durable exterior materials (Brick, rock, Fiber Cement-Board, Steel, etc.), modular type construction will be considered.

o Security cameras viewing each entrance and side of the building (6 cameras minimum).

o Separate IT closet.

o Door Access system fit out at all perimeter doors for future installation of card access system. This includes conduit to door strike, door position indicator and above door request to exit device. Conduit shall extend to accessible j-box or left open above ceiling grid.

o Further design development, included in a narrative with recommendations, will include sustainable building requirements such as:

Prioritization of passive design solutions overactive ones Site EUI target of 50 kbtu/sf/yr or less (ensure the Guiding Principles for

Sustainable Buildings, December 2020, are met). Show designed EUI versus code.

LED lighting throughout EPA WaterSense plumbing fixtures (when applicable) Design emphasis on use of natural light (daylighting), including basic systems and controls (no advanced modeling required) High-Performance Building Envelope to include continuous insulation

(including foundation), optimally high R-values in floor, roof and walls, and appropriately sized glazing with high thermal resistance values

Architecturally integrated exterior shading of glazing to reduce or eliminate unwanted passive solar heat gain.

HVAC shall utilize Variable Refrigerant Flow (VRF) systems where practical to provide zonal temperature control. BLM has had success with VRF units on recent projects and the climate in Tooele appears to be within modern limits of VRF operation. The vehicle bays should consider evaporative cooling (wall mounted) and VRF heating. System shall also utilize an Energy Recovery Ventilator(s) (ERV). to recover heat from exhaust air.

HVAC control system shall utilize Johnson Controls Metasys, including graphics, networked to the central BLM server.

Domestic hot water shall be provided through an electric heat pump water heater(s) system.

Energy recovery ventilator(s) incorporated to recover heat from exhaust air.

● During the Construction Documents Phase consisting of:

○ Continued incorporation of revisions and additions into the construction documents.

○ Preparation of Drawings and Specifications based on approved Design

Development Documents setting forth in detail the architectural construction requirements for the Project.

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B. Structural Design/Documentation:

● During the Design Development Phase consisting of:

○ Review of the specific structural system(s) in conjunction with the site-specific design criteria in order to establish:

∙ Final structural design criteria ∙ Foundation design criteria ∙ Sizing of major structural components ∙ Critical coordination clearances

○ Identifying and incorporating revisions and additions into the construction documents based on:

∙ Site-specific requirements ∙ BLM generated comments from the review of construction documents

○ Interdisciplinary coordination reviews

● During the Construction Documents Phase consisting of:

○ Preparation of final Structural Engineering Calculations and Drawings. Structural calculations shall be provided to BLM.

○ Continued incorporation of revisions and additions into the construction documents.

○ Preparation of Drawings and Specifications based on approved Design

Development Documents setting forth in detail the structural construction

C. Mechanical Design/Documentation:

● During the Design Development Phase consisting of:

○ Identifying and incorporating revisions and additions into the construction documents based on:

∙ Review of the specific mechanical system(s) in conjunction with the site-specific design criteria in order to establish:

◌ Approximate equipment sizes and capacities ◌ Preliminary equipment layouts ◌ Required space for equipment ◌ Required chases and clearances ◌ Acoustical and vibration control ◌ Visual Impacts ◌ Energy conservation measures ◌ Outside air (OA) intakes shall be located far from the aircraft.

○ Identifying and incorporating revisions and additions into the construction documents based on:

∙ Site Specific requirements ∙ BLM generated comments from the review of construction documents

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○ Preparation of final Mechanical Engineering Calculations. Mechanical calculations shall be provided to BLM.

○ Continued incorporation of revisions and additions into the construction documents.

○ Preparation of Drawings and Specifications based on approved Design Development Documents setting forth in detail the mechanical construction

D. Electrical Design/Documentation:

● During the Design Development Phase for the facilities and site consisting of:

○ Identifying and incorporating revisions and additions into the construction documents based on:

∙ Review of the specific electrical systems(s) in conjunction with the site-specific design criteria in order to establish:

◌ Lighting-include lighting calcs and layout for LED fixtures with occupancy sensors, daylight sensors (where appropriate) and in consideration of the room furniture layout.

◌ Electrical and communication systems ◌ Fire Alarm Systems ◌ Security Systems ◌ Coordination with HVAC Control Systems ◌ Coordination with BLM Radio infrastructure ◌ Approximate sizes and capacities of major components ◌ Preliminary equipment layouts ◌ Required space for equipment ◌ Required chases and clearances.

∙ BLM approved revisions generated from the Contractor review of construction documents

○ Site electrical requirements

○ Preparation of final Electrical Engineering Calculations. Electrical engineering calculations shall be provided to BLM.

○ Continued incorporation of revisions and additions into the construction documents.

○ Preparation of Drawings and Specifications based on approved Design Development Documents setting forth in detail the electrical construction

E. Civil Design/Documentation:

● During the Design Development Phase consisting of continued development and expansion of civil Schematic Design Documents and development of Specifications to establish the final scope of and preliminary details for on-site engineering work including

Tooele Air Center – Statement of Work Page 19 identifying and incorporating revisions and additions into the construction documents based on:

○ Review of the specific civil systems(s) in conjunction with the site-specific design criteria in order to establish:

∙ Approximate sizes and capacities of major components ∙ Preliminary equipment layouts and utility locations ∙ Required space for equipment ∙ Required clearances.

○ BLM approved revisions generated from the Contractor review of construction documents

○ Site civil requirements

● Air Center

○ Site layout at the Tooele Valley Airport requires the development of taxiways to the anticipated location for the Tooele Air Center. The A&E Contractor will follow the Airport’s master plan for development of the required taxiways.

○ Accommodate current and future generation SEAT and Air Attack aircraft which are provided below.

○ Ramp parking area must accommodate at least six SEAT aircraft and an Air Attack aircraft.

○ Two SEAT loading pits for retardant loading and aircraft washdown.

○ Drainage and containment areas at the SEAT loading pits.

○ Evaporation pond with course bubble aeration system for SEAT operations containment.

○ Drainage system from SEAT operations will include a three-way diversion valve to direct storm water to detention pond system during non-operating months.

○ Trench drain system with removeable grates for loading pit drainage and routing retardant and water lines from the mixing tank to the loading pits.

○ Retardant tank farm and mixing area with secondary containment sized for 110 percent of largest tank volume plus appropriate rain event.

○ Retardant tank containment area will be sized to allow adequate working clearances for pumps, hoses, flow meters, and tanks.

○ Ensure ramp operations desk has 180-degree view of ramp.

○ Retardant tanks and mixing area will not obscure ramp operations desk visibility.

○ Aircraft tie-down points 43 feet apart at loading pits as well as at parking areas.

○ Accommodate helipads and circulation identify take-off and landing area that are not in conflict with other Air Center and general Airport Operations.

○ Ensure Helitack Module operation area, Helipad, and Chase vehicles are located near the Air Center Building.

○ 2 helipads distance between center of pads 140’ with a 90’ safety circle and touch down pad sized for current and future aircraft with tie downs. See Chapter 8 NWCG Standards for Helicopter Operations for Type 2 helicopter helipad specifications.

○ Power and water will be provided adjacent to the helipads.

○ Air Center Building vehicle bays are pull thru.

○ Provide for truck access for delivery of retardant concentrate with offloading pad next to the containment area.

○ Ensure retardant tanks and Contractor offices are in proximity of each other.

Tooele Air Center – Statement of Work Page 20

● Site work includes, but is not limited to:

○ The A&E Contractor will review the site analysis completed during the schematic design and investigate the location, sizing, and adequacy of existing utilities (including water, sewer, electricity, phone, and internet) during this phase to provide a utility assessment.

○ Perform a storm water analysis and design stormwater catchment.

○ Electrical power in three-phase, as required.

○ Domestic water supply with water supply to retardant mixing area with appropriate backflow assembly that can be drained down and removed.

○ Sanitary drain line for retardant operations area and operations building.

○ Retardant distribution lines.

○ Evaporation pond per SEAT base containment requirements, with fence, access for clean out and means of monitoring per State regulatory agency requirements.

○ Security and site lighting adequate and compatible with the site.

○ Site security cameras.

○ RV type connections for Contractor modular trailer office including power/water/sewer/and communications.

○ Investigative site visit to evaluate the existing SEAT base and Helitack base layouts and standard design elements.

○ Identify utilities and costs to bring them to the site (electricity, water, sewer, and communications).

○ Utility assessment.

○ Preparation of final Civil Engineering Calculations. Civil engineering calculations shall be provided to BLM.

○ Continued incorporation of revisions and additions into the construction documents.

○ Preparation of Drawings and Specifications based on approved Design Development Documents setting forth in detail in the civil construction

H. Sustainable Design/Documentation:

● General services consisting of:

○ Analysis of sustainable and energy conservation measures to be utilized in concert with BLM and Guiding Principles for Sustainable Buildings, December 2020.

■ Note that the Guiding Principles for Sustainable Buildings has Core Criteria (required) and a minimum number of Non-Core Criteria. The Non- Core Criteria will be determined and approved through a collaborative charette process. Please review the requirements and process outlined in the document.

● Design Development services FOR ALL APPLICABLE DISCIPLINES, consisting of:

○ Continued development and expansion of sustainable and energy conservation measures to be incorporated. Design development deliverables shall include energy source augmentation options with sustainable energy methods such as, but not limited to: solar hot water (augmentation), photovoltaic (augmentation).

Tooele Air Center – Statement of Work Page 21

Deliverable information shall include estimated costs and life cycle cost analyses.

Achieving net zero annual energy consumption shall be explored. Design shall include provisions for structural and utility hookup needs to future sustainable features, if needed.

○ Smart meter for the building-level electrical consumption, connected to the Metasys building controls (if applicable)

○ Smart meter for the photovoltaic system to track electrical generation (if applicable), connected to the Metasys building controls (if applicable)

○ Hybrid electric heat pump water heater(s)

○ Energy recovery ventilator(s)

● Construction Documents services consisting of preparation of Drawings and Specifications based on approved documents setting forth, in detail, the sustainable and energy conservation requirements for the Project. Documentation of meeting each section of the Guiding Principles for Sustainable Buildings shall be provided after this process is completed.

I. Materials Research/Specifications:

● During the Design Development Phase consisting of activities by in-house architectural personnel in:

○ Review of existing project data

○ Coordination of similar activities of other disciplines.

○ Development of architectural specifications and identification of architectural materials, systems and equipment and their criteria and quality standards.

Materials, equipment, systems and other items requiring additional interpretation shall be presented in catalogue cuts and other descriptive formats to the BLM for review and approval. Preference should be given to materials that are locally and/or regionally available, if technically appropriate for the needs of the project.

○ Coordination of similar activities of other disciplines.

● During the Construction Documents Phase consisting of development and preparation of architectural specifications describing materials, systems and equipment, workmanship, quality and performance criteria required for the construction of the Project.

● Coordination of the development of Specifications by other disciplines.

● Production of the Project Manual including Specifications

J. General Tasks:

● All work will be accomplished and produced in accordance with:

○ BLM Codes and Standards (adopted 1-1-2022) (Attachment 6)

○ Federal Environmental Protection Agency (EPA) regulations and guidelines.

○ State of Utah Department of Environmental Quality (DEQ) regulations.

○ Tooele Valley Airport standards.

○ Federal Aviation Administration standards.

○ Tooele County codes and standards.

○ FAA standards regarding offsets, clearances, etc...

K. Government Identified Elements:

Tooele Air Center – Statement of Work Page 22

Current generation SEAT aircraft have a tail dragger configuration typical of an AT-802 aircraft with wingspan of 59.25 ft., overall length of 35.7 ft., front to back tire distance of 23.8ft and a total weight of 16,000 lbs.

Next generation SEAT/Air Tanker aircraft are anticipated to weigh in excess of 20,000 lbs, have a 20% greater payload, and have a 10% greater wingspan. Future growth includes large airtankers examples: (C-130, BAE-146, or MD-87) with wingspans of 70 feet.

Current Helitack platform is A-Star AS 350 B3.

Next Generation Helitack platform is BELL 205.

100% Complete DB Construction Documents

Documents for BLM Review:

Submit electronic copies of the following 100% Complete DB Construction Documents for review and final approval:

o DB Construction Drawings o Divisions 2 through 49 Construction Specifications o Product File o Statement of Structural Tests and Special Inspections o Design Calculations o Written responses to the 60% DB Construction Documents review comments

(utilize BLM Review Form for responses)

Complete Stamped and Signed DB Construction Documents

Upon final approval of the 100% Complete DB Construction Documents, submit per the following table, the Complete Stamped and Signed DB Construction Documents for construction, BLM archiving, and general use:

COMPLETE STAMPED AND SIGNED DB

CONSTRUCTION DOCUMENTS

ELECTRONIC

FORMATS

HARD COPY

FORMATS

DB Construction Drawings

PDF &

AutoCAD (or Revit, if used)

Full-Size Paper

(ANSI D) *

Divisions 2 through 49 Construction Specifications

PDF & MS-

Word N/A

Product File PDF N/A Statement of Structural Tests and Special Inspections

PDF & MS-

Word

N/A

Supplemental Design Reports (if applicable) PDF N/A

Design Calculations PDF N/A

Written responses to the 100% Complete DB Construction Documents review comments

PDF N/A

Tooele Air Center – Statement of Work Page 23

* DB Construction Drawings shall be printed from the native software (e.g. AutoCAD .dwg or Revit .rvt). DB Construction Drawings printed from secondary software (e.g. Adobe .pdf) are not acceptable as they often result in off-scale product.

2.3 CONSTRUCTION REQUIREMENTS

2.3.1 ENVIRONMENTAL AND SUSTAINABILITY REQUIREMENTS

Sustainability Requirements: Specific sustainability requirements generated in design will dictate more stringent environmental requirements for this project. Refer to Part 3.0 Performance Requirements of this document. The following are general requirements:

Indoor Air: Follow the recommended approach of the Sheet Metal and Air Conditioning

Contractor’s National Association Indoor Air Quality Guidelines for Occupied Buildings, 2007. Conduct a building flush-out prior to occupancy in accordance with federal requirements.

Site Disturbance: Minimize the construction limits of the project to reduce the project’s impact on the site.

Toxic Chemicals: Avoid materials that can leach toxic chemicals into the ground water.

Do not allow toxic chemicals to enter sewers or storm drains or contaminate land or any body of water.

Soil Erosion: Protect against erosion and topsoil depletion in accordance with the Storm Water Pollution Prevention Plan.

Noise: Minimize noise generation during construction. Operate power equipment in accordance with local noise restrictions.

Waste Management: Employ processes that ensure the generation of as little waste as possible. Waste disposal in landfills shall be minimized.

Minimize Construction Impacts

The following mitigation measures shall be implemented to minimize the impacts of construction activities:

Soil Erosion: Protect against erosion and topsoil depletion. Storm Water Pollution Prevention Plan required.

Exotic Vegetation and Noxious Weeds: Prevent the introduction and minimize the spread of exotic vegetation and noxious weeds. Incorporate the following procedures:

Any fill, rock, or additional topsoil needed shall be obtained from a Government approved source. All areas disturbed by construction shall be re-vegetated using approved native seed and/or plants.

Tooele Air Center – Statement of Work Page 24

Air and Water Pollution Control: Air quality impacts are expected to be temporary and localized. To minimize these impacts, the following actions shall be taken:

To reduce tailpipe emissions, construction equipment shall not be left idling any longer than is necessary for safety and mechanical reasons.

To reduce construction dust, water shall be applied to problem areas. Equipment shall be limited to the fenced project area to minimize soil disturbance and dust generation.

Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction. Keep volatile wastes in covered containers.

Storm Water Pollution Prevention Plan (SWPPP): Submit a SWPPP according to the applicable State Water Resources Control Board's (SWRCB) requirements to the Government for approval. (See Technical Requirements) Before starting construction, the Contractor shall implement the approved SWPPP.

2.3.2 SCHEDULE OF VALUES

After contract award and before the Design Meeting, submit a schedule of dollar values based on the Contract Price Schedule. Breakdown each lump-sum item into component parts of design deliverables or construction work for which progress payments may be requested. The total costs for the component parts of work shall equal the contract line item amount for that lump-sum item.