Attachment 1 - SOW_Jan26.docx

Part I - Section C – Statement of Work

STATEMENT OF ARCHITECT/ENGINEER (A/E) SERVICES

Dated 14 January 2026

PART 1: GENERAL INFORMATION

C.1 GENERAL STATEMENT OF WORK: Work may include, but is not limited to: architectural and/or engineering studies and analyses including geotechnical and site surveys, master planning, architectural programming, civil, structural, electrical, mechanical and fire protection systems analysis for new and/or existing facilities; design (preliminary, final, and bidding documents) of new and/or existing facilities to include new constructions, renovations, alterations, restorations, commissioning, retro-commissioning, change in use, additions, site work and paving, utility improvements, and electrical/mechanical systems upgrades or reconfigurations. The work may also include construction support including shop drawing reviews, site inspection, and overall construction management. The work may require the A/E firm (hereafter the A/E) to obtain specialized consulting services in the areas of geotechnical, blast resistance, progressive collapse, forensic engineering, surveying, flow modeling, and other specialized engineering services that may be needed for a specific project. The work may also include Facility Management Support, including, but not limited to: condition assessments and prioritization of maintenance and repair, utility system analysis, utility contract analysis, third-party quality assurance of operations and maintenance services, technical support on specialized Operation and Maintenance (O&M) issues, claims analysis and negotiations, project and program management including Critical Path Method (CPM) preparation and analysis.

C1.1 PLACE OF PERFORMANCE

The place of performance will be the FAA William J Hughes Technical Center for Advanced Aerospace, Atlantic City International Airport, New Jersey 08405.

C1.2 PERIOD OF PERFORMANCE

The period of performance for this contract will be five (5) years, inclusive of five (5) one-year ordering periods.

C.1.3 BACKGROUND INFORMATION:

C1.3.1 The FAA William J. Hughes Technical Center (WJHTC) in Atlantic City, New Jersey, is the nation’s premier federal aviation laboratory for advancing the United States National Airspace System (NAS) and sustaining its continued safe and efficient operations. The Center's partners and highly diverse, technical workforce use a vast array of state-of-the-art laboratories to enable research, engineering, development, test, and evaluation of advanced aviation technologies. In addition, several state and Federal government agencies reside at the Technical Center.

Throughout the 5,059-acre property, the FAA's WJHTC owns approximately 250 buildings. The WJHTC is responsible for sustaining all building systems and site infrastructure, including the electrical utility distribution (underground and overhead wiring, poles, substations, transformers, generators, etc.), water distribution systems (water treatment plants, underground and above ground storage tanks, sanitary sewer lines, pump stations, etc.), a portion of airfield ramp, roadways, parking areas, fences, gates, storm water management systems and all civil/site structures.

C1.4 CRITERIA FOR DESIGN AND CONSTRUCTION

C1.4.1 General: The A/E must comply with the most current versions of all orders, standards, documents, regulations, codes and handbooks cited in this statement of work throughout the life of the contract. When a conflict exists between the requirements of this document and its referenced documents, this document must take precedence. When the requirements of FAA documents conflict with other referenced documents, the FAA documents must take precedence over older cited versions. In the event of conflict between any of the other referenced documents, the most stringent requirements must apply. The A/E must notify the Contracting Officer when the proposed design conflicts with local code requirements.

C1.4.2 FAA Documents: Copies of the FAA documents cited below may be obtained from the Federal Aviation Administration, Washington, D.C. or from the WJHTC, as applicable.

a. FAA Orders:

3900.19D Occupational Safety and Health Program 6950.27B Short Circuit Analysis and Protective Device Coordination Study

b. FAA Standards:

C1.4.3 Other Government Documents:

a. Environmental Protection Regulations:

(1) Environmental Protection Agency (EPA), Code of Federal Regulations, Title 40.

(2) New Jersey Department of Environmental Protection and Energy (NJDEPE) NJAC 2:90-1 Soil Erosion and Sediment Control Act Rules and Regulations NJAC 7:1E Discharge of Petroleum and Other Hazardous Substances NJAC 7:8 Stormwater Management NJAC 7:9A Water Pollution Control NJAC 7:10 Safe Drinking Water Act

b. New Jersey Administrative Codes (NJAC):

NJAC 7:18 Regulations Governing Laboratory Certification and Standards of Performance

c. Occupational Safety and Health Administration (OSHA) Standards: United States Department of Labor, Occupational Safety and Health Administration, Commerce Clearing house, Inc., 4020 West Glenlake Avenue, Chicago Illinois. (Note: The A/E must ensure that all applicable safety features and requirements are incorporated into all contract plans and specifications for new construction, alterations and repairs. The OSHA standards are the minimum safety requirements for the design of any facility, equipment, or operation.)

29 CFR 1910.12 Subpart B – Adoption and Extension of Established F Federal Standards, Construction Work 29 CFR 1910.94 Subpart G – Occupational Health and Environmental Control, Ventilation 29 CFR 1910.95 Subpart G – Occupational Health and Environmental Control, Occupational Noise Exposure 29 CFR 1910.109 Subpart H – Hazardous Materials, Explosives And Blasting Agents 29 CFR 1910.303 Subpart S – Electrical General Requirements 29 CFR 1910.1000 Subpart Z – Toxic and Hazardous Substances, Air Contaminates

d. The Council on Environmental Quality (CEQ):

December 2020 Guiding Principles for Sustainable Federal Buildings

C1.4.4 Construction Codes:

C1.4.5 Industry Standards and Handbooks: Standards and handbooks published by the following industry organizations apply to the design and construction of all projects performed under this contract:

a. to the extent they are referenced herein or by the FAA documents, other government documents and construction codes cited above, or

b. to the extent that such organizations publish standards for areas not otherwise covered by the documents cited above:

American Concrete Institute (ACI) American Institute of Steel Construction (AISC) American National Standards Institute, Inc. (ANSI) American Refrigeration Institute (ARI) American Society of Civil Engineers/Structural Engineering Institute (ASCE/SEI) American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE) American Society of Mechanical Engineers (ASME) American Society for Testing and Materials (ASTM) Construction Specification Institute (CSI) Geographic Information System Program Environmental and Geospatial Data Standards,- latest version Illuminating Engineering Society (IES) National Fire Protection Association (NFPA) National Roofing Contractors Association (NRCA) Sheet Metal and Air Conditioning Contractors National Association (SMACNA) Underwriters Laboratories, Inc. (UL)

PART 2: CONTRACT SERVICES AND REQUIREMENTS

C.2.1 DESIGN SERVICES: When required in support of an individual task order, the A/E must prepare the following as applicable. A comprehensive design package suitable for construction bidding purposes for the project. Each element of the design must be addressed in such a manner as to meet the needs of the proposed work and simultaneously function from an engineering standpoint with the existing buildings and systems as described herein. The A/E must design any removals and site work necessary to enable the proposed work to be fully incorporated into the existing site. The package must include the following documents for each applicable discipline:

(1) Drawings

(2) Specifications

(3) Construction Cost Estimate

(4) Design Analyses (Basis of Design and Calculations) Individual task orders may provide more detailed requirements with respect to these services.

C.2.1.1 FORMAT

C.2.1.1.1 DRAWINGS

The A/E must prepare drawings in accordance with the latest edition of FAA STD 002. A/E prepared drawings must be on "D" size (36 x 24, 34 x 22 borders) paper. Sheets are to be furnished by the A/E. Line width and lettering must be of quality and size to produce clear and legible drawing reductions. Scale of drawings and details must be such to produce clear and readily understandable information. Graphic scales and true north arrow must be used on all drawings. Refer also to the paragraph titled, "Electronic Deliverables".

C.2.1.1.2 SPECIFICATIONS

a. General: Except when otherwise specified, the A/E must prepare specifications in CSI Master Format 2020 using the Unified Facilities Guide Specifications available from the Whole Building Design Guide (www.wbdg.org) website. Preference must be given to the use of Naval Facilities Engineering Command (NAVFAC) specifications. All guide specifications must be properly edited to reflect the specific requirements of the project. All references to construction, FAA, and industry standards must refer to current editions of the documents. Final specifications must be submitted in camera-ready copy and electronically. Filled-in or broken letters, illegible text, or similar imperfections are not acceptable. The specifications submitted to the WJHTC must be in full size print. A sample format for preparing the specifications cover page, table of contents and typical specification section page layout will be provided to the A/E for use in preparing the specifications. Refer also to the section titled "Electronic Deliverables".

b. Use of Brand Names: The specifications must be generic and the use of brand names should be avoided. If brand names must be used, the salient characteristics of the item must be described and a minimum of three (3) brand names must be cited, followed by the words "or approved equal". If the A/E selects an item to be used in the specification which does not have an approved equal, a separate letter must be prepared and signed by the A/E, to the Contracting officer, for each such proprietary item. The letter must list the item name, location(s) in the specification, intended purpose, and reason why the item must be from a sole source. An example would be the use of Best locksets as required by FAA Order 1600.69D.

C.2.1.1.3 COST ESTIMATE

The A/E must prepare a detailed construction cost estimate for the project. The estimate must be organized according to the CSI Master format 2012 with subtotals for each Division and a summary page showing the subtotals and other mark-ups. Individual line-item costs must include item quantities, unit of measure, and material, labor and equipment costs. Lump sum costs for other than minor items will not be accepted. All probable subcontract work must be identified, if known.

The A/E must design each project to provide a complete and usable facility within a given target construction cost provided by the Government. If it becomes evident to the A/E at any point during the Design Services that the construction cost will exceed the target construction cost, the A/E must immediately notify the FAA CO and Project Manager and all work must cease and be held in abeyance until funding differences, scopes, and/or criteria are resolved and such changes as may be required are executed.

Design costs are to be fixed at award of the task order. If the estimated cost of the construction project based on the A/E design exceeds the FAA's initial estimate, the Contractor is not permitted to submit a claim for additional design costs, unless the FAA provides a request to change the scope of the construction project, which results in the higher construction cost.

The A/E is responsible for the technical competency, accuracy, and completeness of the construction documents. The FAA reserves the right to hold the A/E liable for any additional construction costs resulting from A/E errors and omissions.

C.2.1.1.4 DESIGN ANALYSES

The A/E must submit an orderly and comprehensive documentation of rationale, calculations, and assimilations of criteria for all disciplines. Pertinent manufacturer’s data must also be included such as cut sheets, along with an anticipated duration of construction and lead times on long lead items.

C.2.1.1.5 ELECTRONIC DELIVERABLES

In addition to hard copy, electronic deliverables will be required for the project at all submissions. Specifications and drawings must be delivered uncompressed (in either ISO9660 or ISO9660+Joliet format standards) in the electronic format described below at the final and bidding documents submissions, and other submissions as specified.

a. Specifications: Specifications must be submitted in the following 3 formats: SpecsIntact, Adobe Acrobat pdf, and Microsoft Word, or other format pre-approved by the FAA. Additional specifications required specific to the Task Order, is to be submitted accordingly. SpecsIntact will generate a Submittal Register, which shall be made available in Adobe Acrobat pdf, and Microsoft Excel.

b. Drawings: Drawings must be submitted in AutoCAD 2013 native format (DWG). Drawing files must be native AutoCAD files in that they must have been created, modified, and finalized in AutoCAD. Other methods of delivery are available if prior approval is obtained from the Contracting Office Representative. Submissions must conform to the FAA Technical Center FSED Electronic Deliverable Requirements for Drawings. Drawing numbers must be in accordance with FAA Technical Center FSED Drawing Discipline and Group Codes. No exceptions will be permitted, and if the drawings do not conform to these requirements, the A/E will revise drawings at no cost to the government. The electronic filename must be in the form "xyyy.dwg", where x = the engineering discipline code, and yyy = the group designation, for example "a101.dwg", for an architectural floor plan. Drawings to be submitted in DWG and PDF format. The PDF set is to be submitted as single sheets labeled with the project and sheet number as well as a combined PDF set of the project. The Government reserves the right to revise drawing submittal specifications at the Task Order level.

All drawings created with Xrefs (External Reference – is an AUTOCAD drawing that exists as a link within another drawing) must be bound to each drawing that references that external drawing. The final bound drawings must be a standalone drawing with all parts of the drawing accessible as if it were drawn in that drawing. All electronic drawings that are not bound will be returned to the Contractor firm to bind. For PDF files do not include AutoCad SHX text comments. Payment will not be made until this is done.

All CAD civil layout drawings/data must be developed and maintained with the CAD drawing model space in a geodetic coordinate system in accordance with Section 3.0 of document “Geographic Information System Program Environmental and Geospatial Data Standards,- latest version”. This should be performed directly in NAD83 – NAVD88 or alternatively converted to NAD83 – NAVD88 (based upon conversion algorithms approved by the National Oceanic and Atmospheric Administration (NOAA) National Geodetic Survey (NGS) and/or the Center’s GIS program in the NJSPCS in feet.

c. Photographs: The A/E may not take any photographs without the permission of the Task Order Contracting Officer’s Representative (TOCOR). Certain areas of the Center are deemed to be of a sensitive nature. Therefore the A/E must discuss with the TOCOR, in advance, the specific physical areas where photographs are to be taken. Prior to removing the camera from Government property the photographs must be reviewed with the TOCOR. The A/E must delete any photographs that the TOCOR requests. The Government reserves the right to revise deliverable submittal requirements in the future, as software products and versions change at no additional cost to the Government.

d. Estimates: Estimates must be submitted in the following 2 formats: Adobe Acrobat pdf, and Microsoft Excel, or other format pre-approved by the FAA TOCOR.

C.2.2 ENGINEERING SERVICES

In addition to Design Services, the A/E must provide the Engineering Services listed below when required in support of an individual task order.

C.2.2.1 REVIEW COMMENTS AND MEETINGS

Written review comments will be prepared and furnished by the Task Order Project Manager to the A/E at the conclusion of each submission for Government review. The A/E must indicate concurrence or non-concurrence on each review comment. Should the A/E not agree with the review comments, the A/E's written dissension must be provided to the Project Manager within five (5) calendar days and resolved at the review meeting. The A/E must incorporate all review comments into the design documents prior to the next submittal.

Notwithstanding any review, approval and acceptance by the Government, the A/E will be responsible for the professional and technical quality of all designs, drawings, specifications and other material produced under this contract; for the professional quality and adequacy of the service and material furnished; and for compliance with design criteria specified by the Government for use under this contract. The Government’s review is made for the purpose of assuring the FAA that the functional requirements of the project and the facilities operation have been met. The Government will assume no responsibility for detailed design, systems function, specific proposals or omissions by the A/E. The Government’s review is not intended to relieve the A/E of their responsibility to meet all contractual obligations.

The A/E must attend a predesign meeting, and review meetings at the schematic (35%), design development (65%) and final (100%) submittal phases as required. The meetings will take place at the WJHTC at a date and time set forth by the Government. The purpose of these meetings will be to discuss project scope, design requirements, furnish information, review the design effort and submission review comments, and resolve outstanding issues.

Accordingly, the A/E’s Project Manager and/or Team Leader must be in attendance along with the lead designer for each applicable design discipline. The A/E must prepare and distribute minutes within one calendar week after each meeting.

The A/E may also be required to attend meetings for the Pinelands, DEP, Atlantic County Utilities Authority (ACUA), and Egg Harbor Township Municipal Utilities Authorities (EHTMUA).

C.2.2.2 SITE INVESTIGATION

C.2.2.2.1 Existing Conditions Survey and Report: The A/E must conduct comprehensive on-site surveys at the WJHTC during the design period to familiarize the engineers with all aspects of the facility and to review the provided record drawings and use them to verify all existing conditions.

The A/E must submit a schedule of surveys and proposed activities within the WJHTC sufficiently in advance to allow the Government seven (7) calendar days to coordinate and approve them. WJHTC operations, functions, equipment interrelationships, and conditions affecting performance must be investigated on site. All performance tests or measurements must be coordinated with the Project Manager.

The A/E must prepare a report, which details the results of the existing conditions survey and the impacts/ramifications to the proposed design.

All site activity must be coordinated with the Project Manager.

C.2.2.2.2 Geotechnical Investigation & Report: The A/E must perform a geotechnical investigation of the project site. Such investigation must include soil borings to ascertain soil characteristics governing proper foundation design and other subsurface work such as utilities. The number and depth of borings to be taken must be determined by the A/E based on the requirements of the design. Results of this work must be furnished to the Government in a bound geotechnical report. The soil boring logs must be shown on the design drawings.

C.2.2.2.3 Hazardous Materials Investigation and Report (Asbestos and Lead Paint): The A/E must investigate the potential for the existence of Asbestos Containing Materials or lead paint in areas of existing buildings to be impacted by the construction of the project. The A/E must take samples and perform appropriate laboratory analyses of materials in areas which the A/E suspects may contain asbestos or lead paint. Asbestos will be sampled in accordance with the Asbestos Hazard Emergency Response Act (AHERA) for asbestos type and quantity of samples. Analysis of asbestos must be capable of determining asbestos content <1% as either Phase Contract Microscopy or Transmission Electron Microscopy and will consider non organically bound matrices. Determination of lead content of paint must be determined in accordance with EPA SW-846-7000B for bulk paint chip analysis or with XRF survey in accordance with NJAC 5:17 Lead Hazard Evaluation and Abatement. The Contractor must report on the results of all such analyses. For all materials which contain asbestos or lead paint and are impacted by the construction of the project, the Contractor must include the appropriate abatement procedures for such materials in the drawings and specifications for the project and include an estimate of such abatement costs in the construction cost estimate.

C.2.2.2.4 Environmental Protection Requirements Investigation, Report, Permit Applications and Supporting Documentation:

a. General: The A/E must ensure compliance with all Federal, State, and Local environmental codes and regulations. The environmental codes, regulations, and plans listed in the "Criteria for Design and Construction" paragraph must be incorporated into the site investigation, design and construction phases of the project. Air emissions, storm- water discharge, ground water and surface water discharges, and similar regulated items must be investigated for the purpose of meeting regulations and obtaining the necessary permits. The A/E must prepare an EIS or EA when necessary.

b. Permits: All required permits and applications resulting from new construction must be prepared, processed, and paid for by the A/E, including all necessary soil erosion, Treatment Works Approval (TWA) and Pinelands Commission permit applications. Storm water management requirements are to be in compliance with the Pinelands Commission regulations referred to elsewhere in this Statement of Work. The A/E must also perform all required investigations and backup calculations required to confirm regulatory compliance. The A/E must pay all permit fees and must be responsible for publishing the legal notice as part of the Pinelands Commission application. The design and pretreatment system(s), if required, must be coordinated with both the ACUA and EHTMUA, since their endorsements are required on the TWA permit application. All such investigations, information, calculations, and coordination efforts must be documented and submitted in a written report to the WJHTC.

C.2.2.3 BUILDING FINISHES PACKAGE

The A/E must prepare a building finishes package, which must consist of (1) sample of all interior and exterior colors, materials and finishes and (2) sketches or catalog cuts of built-in equipment, signage, graphics and accessories. Such samples, sketches and catalog cuts must be mounted or matted on 17” x 22” presentation boards and “keyed” to the architectural finish schedules. In addition, the A/E must submit a brief narrative explaining the design objectives and choice of materials, finishes, colors, etc. in relation to the building and site.

Requirements may vary for building finishes package depending on the specific task order.

C.2.2.4 PRINTING, REPRODUCTION AND MAILING

The A/E must provide printing, reproduction and mailing services to furnish copies of all documents required by the individual task order. The A/E’s fee estimate must indicate the number of sheets, copies and sets used in determining the costs for printing, reproduction and mailing.

C.2.2.5 TRAVEL AND SUBSISTENCE

The A/E must include all costs for travel and subsistence relative to meetings and site investigation services at the WJHTC at time of Task Order proposal. The A/E must also include all costs for travel and subsistence relative to field consultation as required under the paragraph titled “Construction Support Services”. All travel and subsistence costs included in task order proposals must be consistent with the requirement set forth in H.3 – “Travel” of the contract.

C.2.3 QUALITY ASSURANCE

The A/E must continually monitor and fully coordinate all design aspects, including inspections, investigations, reviews, and document preparation efforts. Drawings and specifications must be complete, accurate, and explicit so that they provide an equitable basis for bids. All elements of the work must be adequately checked and coordinated by the A/E to ensure that there are no conflicts between architectural, structural, mechanical, electrical, and other portions of the work, or between drawings and specifications. Preparation of these specialized portions of design must be accomplished, or supervised by, and certified by experienced persons having state registration in the applicable field. The A/E must certify and sign the original paper copies of all drawings and the first page of all specifications, estimates, or similar documents under the A/E’s printed name and over the affixed replica of the A/E’s professional seal and registration certification number. A/E liability to the Government is established by the Contract Clause titled "Responsibility of the Architect Engineer/Contractor".

C2.4 POST CONSTRUCTION AWARD SERVICES (PCAS)

When required, the A/E must review construction submittals, requests for information and/or shop drawings to ensure compliance with the design drawings and specifications. When tasked, the A/E must provide construction supervision services to ensure that the construction A/E, insofar as materials, workmanship, construction methods, and installation, is in compliance with the construction documents. Also, when required, the A/E must participate in the final acceptance tests of special systems. Note that PCAS work will be issued as a separate task order.

A/E Support Team The A/E’s team will identify a Point of Contact (POC) to whom initial requests and documents are to be submitted. The POC will distribute the items to qualified Architects, Engineers, and Technicians for review, response and/or resolution. Whenever possible, the A/E Design Team members who prepared the final design and construction documents will provide the required reviews, responses and/or resolutions.

Bidding/Procurement The A/E will provide assistance to the FAA when requested, to respond to bidders’ requests for information (RFIs) and to FAA’s requests for clarification of design documents. A/E’s POC will log in the requests, will distribute the requests to the appropriate A/E Architect or Engineer for responses and resolutions and will track and distribute the responses back to the FAA. The A/E will provide timely responses to the RFIs and clarification requests, reflective of the time-sensitive nature of the bidding period and process. RFIs and requests for clarification should be returned to the FAA within five business days.

Construction RFIs The A/E’s POC will receive RFIs from the FAA that are submitted by the prime contractor during the construction phase. The POC will log in the RFIs, distribute, track and forward responses back to the FAA. The A/E will provide timely responses to the RFIs and clarification requests, reflective of the time-sensitive nature of the construction phase. Routinely, RFIs will be answered and returned to the FAA within five (5) working days. FAA will select RFIs for A/E review based on available FAA expertise and/or workload. It is not intended that the A/E review all of the RFIs.

Submittal Register The submittal register for the project has been attached to the Scope of Work and will serve as part of the package. The FAA will select the submittals that they require the A/E to review. The FAA will review the submittals that are Governmental related. FAA will select submittals for A/E review based on available FAA expertise and/or workload. It is not intended that the A/E will review all of the submittals.

Shop Drawings and Submittals The A/E’s POC will receive Shop Drawings and Submittals from the FAA for action. As with RFIs, the A/E will log in, track, distribute and return shop drawings and submittals, and will provide the FAA PM with a summary indicating status. The A/E must mark construction submittals with recommendation of: Approved, Approved subject to corrections noted (provide comments), Disapproved – revise and resubmit (provide comments with reasons). Shop Drawings and Submittals will be reviewed and returned to the FAA within ten (10) working days of receipt of the submittals.

Site Visits If mutually agreed upon by the A/E and the FAA, the A/E may be required to visit the WJHTC to respond to submittals, shop drawings and RFIs under review or to provide support during final inspections and commissioning activities. If a site visit is required, the A/E will coordinate with the TOCOR to develop a mutually agreeable site visit schedule.

Errors and Omissions The A/E is responsible for correcting errors, omissions and areas where there is a lack of clarity in the bidding documents. These issues may come up in RFIs from the contractors or the FAA in the bidding or construction phase. The A/E will not be paid for hours worked on correcting these issues.

As-Built Drawings The A/E is responsible for preparation of a set of record “AS-BUILT” drawings (hardcopy and electronic media) showing significant changes in the work made during construction based on marked-up prints, drawings, and other data furnished by the contractor to the AE.

Commissioning Services Commissioning services will commence with the start of the design process and follow on through the contract administration. These services may include but are not limited to the following:

(i) Developing a commissioning plan.

C.2.5 FACILITY MANAGEMENT SUPPORT

The A/E must provide the Facility Management Support Services listed below when required in support of an individual task order.

C.2.5.1Condition assessments and prioritization of deferred M&R (Facility O&M Plan); budgetary cost estimates.

C.2.5.2 Utility system analysis and analysis of utility contracts C.2.5.3 Third-party quality assurance evaluations/inspections of O&M services (random inspections and statistical analysis of scheduled PMs and service orders by center operations and maintenance contractor) C.2.5.4Technical support on specialized O&M issues (e.g. code compliance issues; energy upgrades; building automation system upgrades) C.2.5.5 Claims analysis, and support during FAA negotiations C.2.5.6 Project and program management support, such as for CPM schedules for major projects (Suretrak)

PART 3: CONTRACT DELIVERABLES

C.3.1 GENERAL: The A/E must provide five (5) copies of the drawings at the 35%, 65% and 100% submissions, five (5) copies of the drawings, three (3) copies of the specifications, three (3) copies of each report and ten (10) flash drive copies containing the drawings and specifications at the bidding submission for review by the government in accordance with the schedule specified herein or in subsequent task orders. The Government will review and forward comments on each submission to the A/E within 14 calendar days after receipt of the submission. The A/E must stop work on the project while the Schematic/Concept Submission is being reviewed by the government, unless instructed otherwise. The WJHTC review of A/E submissions will determine whether or not work is being performed in accordance with this contract. The A/E may expect visits to his or her office by WJHTC representatives to review the progress of the job and to spot-check the work. In no case will the WJHTC engage in detailed checking of work performed by the A/E since this is the responsibility of the A/E. The A/E will be held fully accountable for design errors and omissions. The A/E must respond to all Government review comments in writing within 14 calendar days after receipt of said comments, but in no case must comments be received by Government less than two (2) calendar days prior to a design review meeting. The final submittal (bid documents) will follow the 100 percent review.

The A/E must be responsible for the delivery of all documents required under this contract to the following address:

Federal Aviation Administration William J. Hughes Technical Center Atlantic City International Airport, New Jersey 08405 Attention: Facilities Project Manager, Name, Building TBD

C.3.2 DESIGN SUBMISSIONS

The following design progress submissions may be required for each task order: Schematic/Concept Submission Design Development Submission Pre-Final Submission Bidding Document Submission

C.3.2.1 SCHEMATIC/CONCEPT SUBMISSION (+/-35% OVERALL DESIGN COMPLETION)

This submission must consist of the following documentation and must comply with all requirements stated herein:

C.3.2.1.1 Drawings:

a. Civil Drawings: Site plans, with pertinent dimensions, showing:

(1) Location layout of existing buildings, structures, utilities and paving. Indicate elements requiring removal.

(2) Outline of new building, structures, walks, parking, and vehicle access. Show traffic flow pattern.

(3) General topography (slope of land, drainage and new grading, trees and landscape areas)

b. Architectural Drawings:

(1) Floor plans showing rooms/spaces, doors, windows, plumbing fixtures and built- in equipment in existing and new structures. Indicate pertinent dimensions and positioning of Government Furnished Government Installed equipment. Indicate fire rated walls/partitions and doors.

(2) Elevations showing exterior finish materials and colors, doors, windows, exterior equipment and exterior grade, floor and roof elevations.

(3) Building Cross Section showing floor, wall and roof materials, major finishes and interior wall and ceiling heights.

c. Structural: Submit the following drawings developed to approximately 40% completion:

(1) Foundation plans for all structures showing type of foundations, dimensions, soil bearing capacity, foundation obstructions, and design stresses.

(2) Roof framing plans showing dimensions, design loads, methods and codes, and material notations relating to the design basis.

d. Mechanical drawings must be submitted that comply with the following:

(1) Mechanical Removal Plans: Show the complete extent of all mechanical removals (50% complete).

e. Electrical drawings must be submitted that comply with the following:

(1) Electrical Removal Plans: Show the complete extent of all electrical removals (50% complete).

(2) Electrical Site Plan: Show all new and existing electrical equipment, cables, ducts, manholes, poles and points of connection. Show primary and secondary electrical lines, fire alarm and communication lines, transformers, and exterior lighting (50% complete.)

(3) Lighting Plan: Show layout and type of fixtures, including exit and emergency lighting, and types and sizes of wiring (40% complete.)

(4) Power Plan: Show location and types of receptacles, circuit numbers, panel boards, and other equipment (40% complete.)

(5) Communication Plan: Show locations of telephone/LAN runs and other communication systems, terminal blocks, wire closets, conduit, outlets, etc. (25% complete.)

(6) Symbols list: Include switches with voltage and AMPs indicated and receptacles with voltage, AMPs, number of poles and wires indicated. Indicate NEMA configuration (50% complete.)

f. Fire Protection drawings must be submitted that comply with the following:

(1) Fire Alarm Plan: Show initiating devices, panels, annunciators, detection devices and alarms (50% complete.)

C.3.2.1.2 Specifications: The A/E must submit the following items:

a. Cover Sheet – Completed (Sample to be provided by the FAA)

b. Table of Contents listing all sections to be included in the Project Specification – Completed

c. Division 01, General Requirements, Specification Sections as follows:

Section 01 33 00 – Marked up WJHTC Guide Specification – Completed

These Guide Specifications will be provided to the A/E by the WJHTC and must be edited by the A/E to suit the specific project conditions. When editing Guide Specifications, do not cut out and remove or cover up with inserted material any portion of the Guide Specification. Crossing out material in the Guide Specifications must be done in such a way that the crossed out material can still be read.

d. Include an outline of individual technical sections by paragraph title including reference to types, classes, sizes, styles, etc., of Federal, Military or Industrial specifications where available or other information to identify materials or processes to be used.

C.3.2.1.3 Construction Cost Estimate: Submit estimate developed to a level commensurate with design completion. “Square footage” and assembly level line items are acceptable.

C.3.2.1.4 Design Analyses: Submit the following data in report form on how the design satisfies the project requirements, meets criteria and is cost effective:

a. Civil: Logic behind building placement and orientation, including alternatives considered. Type and volume of vehicular and pedestrian traffic expected and how the design responds to same. Outline of new landscaping and general site development.

b. Architectural: General description of design, including its advantages and suitability for the proposed project. Discuss the logic behind the chosen building configuration, layout, circulation, adjacencies, and selection of materials. Discussion of at least (2) alternative designs considered, listing the advantages and disadvantages to each and the reasons for selection of the proposed design (in addition, include discussions on logical alternative architectural systems and materials considered). Include preliminary cost comparisons of various designs and systems and how the proposed designs and systems comply with budget constraints.

c. Structural: General description of proposed foundation and superstructure design, including its advantages and suitability for the proposed project. Discuss alternative systems considered, advantages and disadvantages to each and the reasons for the selection of the proposed design. Include statements on general soil conditions

d. Mechanical: General description of each logical alternative mechanical system being considered, including discussions on advantages, disadvantages and suitability of each alternative for the proposed project and substantiation for selection of proposed mechanical systems. Include discussions on types and locations for mechanical equipment and how such equipment minimizes annual energy consumption. Include general description of HVAC control system(s) to be used with each alternative. Include space requirements to accommodate mechanical equipment for each alternative. Include a general cost comparison between each alternative, including projected energy costs. Indicate facility energy analysis input data, including weather data, indoor design temperatures, operational schedules, “u” values of walls and roof, personnel loading, lighting levels/loads, sensible and latent loads imposed by equipment processes, fuel prices and approximate total building heating and cooling loads.

e. Electrical: General description of proposed electrical systems, including their advantages and suitability for the proposed project. Describe primary and secondary sources of power, locations, characteristics, adequacy, and distribution. Describe proposed lighting and power systems, emergency and exit lighting, fire alarm system, communications and special electrical systems (grounding, lightning protection, etc.)

f. Fire Protection: Identify occupancy classification(s), construction type, building separation/exposure protection, fire separations/areas, alarm and detection systems and automatic suppression systems.

g. Energy Reporting: Identify all new, proposed systems that may yield energy savings. For each system, provide a narrative describing how the new system will save energy, identify their life cycle, and provide estimated annual electricity savings (kwh), natural gas savings (thou cu ft), and water savings (thou gallons). Also provide estimated life-cycle cost net savings ($) for each system. Examples of systems are listed below for reference:

Architectural: building envelop modifications

Mechanical: boiler plant improvements, chiller plant improvements, building automation systems, HVAC, chilled water/hot water/steam distribution systems, utility distribution systems, refrigeration, service hot water systems, water and sewer conservation systems, advanced metering systems

Electrical: lighting improvements, electric motors and drives, distributed generation, energy/utility distribution systems, advanced metering systems, appliance/plug-load reductions, conveyance systems (elevators)

C.3.2.1.5 Existing Conditions Survey and Report: To be submitted seven (7) calendar days following completion of the site investigation.

Include:

a. Description of project site and its natural advantages and disadvantages relative to vegetation, trees, and topography.

b. Descriptions of existing utilities (water, sanitary sewer, gas and electrical systems) and their adequacy.

c. Description and assessment of general conditions in existing facility affecting the proposed project.

C.3.2.1.6 Environmental Protection Requirements Report: Include:

a. Statements regarding expected environmental pollution and methods of control. Include general statements regarding method for storm water management.

b. Statements regarding consideration given to the use of alternative energy sources and incorporation of sustainable design features and/or use of “green” building materials.

C.3.2.1.7 Project Milestone Schedule Include

a. Overall duration of construction

b. Other project milestones as outlined in the task order SOW

C.3.2.2 DESIGN DEVELOPMENT SUBMISSION (+/-65 PERCENT DESIGN COMPLETION)

This submission must consist of the following documentation:

C.3.2.2.1 Drawings

a. Civil: Submit the following drawings developed to approximately 80% completion:

(1) Vicinity Map and Project Location Plan: Indicate haul routes, lay down and storage areas.

(2) Site Plans: Include plans for site development, grading and storm drainage. Show existing and proposed contours and sections, in addition to sections and details for new paving, storm drainage and coordination with other new construction. Clearly show and distinguish all existing elements, including those requiring removal, from new items. All surveying marks must be tied to an existing FAA monument close to the proposed site. Buildings must be shown in heavy bold outline with the building number. Roads must be shown in medium bold, and any contours must be shown with light one foot markings and medium bold ten foot markings.

(3) Utility Plans: Show both new and existing utilities and appurtenances, including sizes. New vs. existing utilities must be delineated by showing new utilities with dashed lines. All utilities must be clearly labeled, and all utility drawings must contain a key plan.

(4) Soil Boring Logs: Provide any sub-surface data, including soil boring logs, directly on the drawings.

b. Architectural: Unless otherwise noted, drawings must be developed to approximately 80% completion and must include:

(1) Floor Plans showing dimensions, rooms/spaces with names and room numbers, doors, windows, location, thickness, height and types of walls/partitions, fire ratings, plumbing fixture locations, accessories and equipment. For the existing facility, show appropriate demolition/removal plans.

(2) Reflected Ceiling Plans, showing ceiling types and grid, partitions, HVAC diffusers and returns, light fixtures and access panels (50% complete.)

(3) Roof Plan showing dimensions, direction and amount of slope, drainage system, and penetrations.

(4) Building Elevations

(5) Building Sections showing floor, wall, partition, ceiling and roof materials, major finishes, exterior grade, floor and roof elevations, interior wall and ceiling heights, doors, windows, built-in equipment, lighting, HVAC registers and returns.

(6) Exterior Wall Sections from foundation to roof showing all materials.

(7) Typical Interior Partitions Sections showing appropriate smoke, fire and acoustical ratings (50% complete.)

(8) Door schedule showing door types, sizes, materials, frame types and materials, hardware sets, fire and acoustical ratings (35% complete.)

(9) Finish and Color Schedules showing floor, base, wall and ceiling finishes and colors. Show heights of ceiling. (50% complete)

c. Structural: Submit the following drawings developed to approximately 80% completion:

(2) Foundation plans for all structures showing type of foundations, dimensions, soil bearing capacity, foundation obstructions, and design stresses.

(3) Roof framing plans showing dimensions, design loads, methods and codes, and material notations relating to the design basis.

d. Mechanical drawings must be submitted that comply with the following:

(4) Mechanical Removal Plans: Show the complete extent of all mechanical removals (90% complete).

(5) Mechanical Floor Plan(s): Provide drawings showing the general design for each mechanical system. Show type, size and location of equipment. Mechanical equipment types and sizes must be engineered and identified, but not necessarily completely portrayed. The main elements of all systems must be completely engineered. It is not necessary that they be drawn in detail. Overall sizes of equipment and distribution lines should be coordinated with the work of other disciplines (35% complete).

(6) Control Diagrams and Sequence of Operation: Single line routings are acceptable for piping and control schematics. Double line routings are required for confined space or multiple installations. The control sequence for each mechanical system must be shown on the drawings. (35% complete)

(7) Equipment Schedules (35% percent complete.)

e. Electrical drawings must be submitted that comply with the following:

(8) Electrical Removal Plans: Show the complete extent of all electrical removals (90% complete).

(9) Electrical Site Plan: Show all new and existing electrical equipment, cables, ducts, manholes, poles and points of connection. Show primary and secondary electrical lines, fire alarm and communication lines, transformers, and exterior lighting (90% complete.)

(10) Lighting Plan: Show layout and type of fixtures, including exit and emergency lighting, and types and sizes of wiring (80% complete.)

(11) Power Plan: Show location and types of receptacles, circuit numbers, panel boards, and other equipment (80% complete.)

(12) Communication Plan: Show locations of telephone/LAN runs and other communication systems, terminal blocks, wire closets, conduit, outlets, etc. (50% complete.)

(13) One-line diagram for Power: Show primary power source, its location and distribution to point of connection, primary and secondary feeders, including number, type and size of conductors and conduit, transformer and protective devices/systems and metering, panels, etc. (35% complete.)

(14) Riser Diagrams: Identify power sources, service entrances and distribution systems (35% complete.)

(15) Lighting Fixture Schedule and Details: Show fixture type, fixture dimensions, lens description, mounting height and support method, number and description of lamps, voltage and special characteristics (35% complete.)

(16) Symbols list: Include switches with voltage and AMPs indicated and receptacles with voltage, AMPs, number of poles and wires indicated. Indicate NEMA configuration (90% complete.)

g. Fire Protection drawings must be submitted that comply…