Attachment 2 - Statement of Work - SOW.pdf

DESIGN-BUILD

STATEMENT OF WORK

FOR

Construct New Fire Training Tower

PROJECT NO:

PDPG 12-0103

452nd CIVIL ENGINEER SQUADRON

452nd MISSION SUPPORT GROUP

June 9, 2021

Attachment 2 to FA466421B0002

TABLE OF CONTENTS

PART 1 - INTRODUCTION

1.1 SCOPE

1.1.1 Purpose

PART 2 - ADMINISTRATIVE AND MANAGERIAL REQUIREMENTS

2.1 MEETINGS REQUIRING ATTENDANCE

2.1.1 Design Phase

2.1.2 Construction Phase

PART 3 - DESIGN PHASE

3.1 DESIGN REQUIREMENTS

3.1.1 Project Requirements

3.1.2 Energy Saving Strategies

3.1.3 General Requirements

3.1.4 Design

3.1.5 Early Preliminary Design (35%)

3.2 REGULAR PRELIMINARY DESIGN (65%)

3.2.1 Design Requirements

3.2.2 DESIGN DEVELOPMENT SUBMITTALS (65%)

3.2.3 Design Development Submittal

3.2.4 OUTLINE SPECIFICATIONS

3.2.5 CALCULATIONS

3.2.6 Schedule of Submittals

3.2.7 Date of Submission

3.3 PRE-FINAL DESIGN (95%)

3.3.1 Date of Submission

3.4 FINAL DESIGN (100%)

3.4.1 Date of Submission

3.4.2 Period of Performance

3.5 DESIGN SUBMITTALS

3.5.1 AF Form(s) 3000

3.5.2 Design Deliverables

3.5.3 Government Review Period

PART 4 - CONSTRUCTION ADMINISTRATION

4.1 CONSTRUCTION NOTICE TO PROCEED (NTP)

4.2 BASE ACCESS

4.3 Safety and SECURITY REQUIREMENTS

4.4 PERMITTING

4.5 QUALITY CONTROL

4.6 QUALITY ASSURANCE

4.7 HOURS OF OPERATION

4.8 CONSTRUCTION SUBMITTALS

4.8.1 AF Form(s) 3000

4.8.2 Construction Schedule/Progress

4.8.3 Construction Deliverables

4.8.4 SITE WORK

4.8.5 Asbestos/Lead-Based Paint

4.8.6 Salvage & Transferable Items

4.8.7 Recycling

4.8.8 Demolition of Walls, Ceilings, Roofing, and/or Foundation

4.8.9 Footings, Foundations, and Concrete Pads

4.8.10 Personal Protective Equipment (PPE)

4.8.11 Electrical Safety

4.8.12 Storm Water Pollution Prevention Plan (SWPPP)

4.8.13 Pre-final Inspection

4.8.14 Final Inspection

PART 5 - CONTRACT COMPLETION/ACCEPTANCE

5.1 TRANSFER AND ACCEPTANCE OF REAL PROPERTY (DD FORM 1354)

5.2 AS-BUILT DRAWINGS

5.3 O&M MANUALS

5.4 TRAINING

5.5 CONSTRUCTION PERFORMANCE PERIOD

PART 6 - GOVERNMENT POINTS OF CONTACT

6.1 CONTRACT ADMINISTRATION

Attachments

1. 35 % Design

PART 1 - INTRODUCTION

This Design-Build Statement of Work (SOW) defines the requirements for design and construction services at March ARB, CA.

The Contractor shall furnish the personnel, services, equipment, materials, facilities, and other requirements necessary for, or incidental to, the performance of work set forth herein. Primary technical services shall be performed by individuals who are credentialed members of architectural, planning, science, and engineering professions. Project documents will be developed under the direction of a registered architect or a professional engineer currently licensed in a State of the United States, or Architect that is NCARB (National Council of Architectural Registration

Boards) Certified. This requirement shall be in complete compliance with the FAR, DFARS, AFFARS (Federal Acquisition Regulations, Defense Federal Acquisition Regulation

Supplement, Air Force Federal Acquisition Regulation Supplement).

1.1 SCOPE

The Contractor shall provide design-build services to the 452nd Civil Engineer Squadron at March

Air Reserve Base, California for project PDPG 12-0103, Construct New Fire Training Facility.

This project requires, at a minimum, field investigations, recommendations, solutions, cost estimates, calculations, measurements, preparation and review of design plans and specifications, and specified construction services. The Contractor shall be capable of addressing and interpreting all aspects of facility design, environmental laws and regulations, including the preparation and presentation of expert testimony, if required, and facility construction. Some tasks may require access to or the review of sensitive material as identified. Some tasks may require planning and logistical support, to include on-site translation and/or interpretation, at various meetings and conferences.

1.1.1 Purpose

The primary objective of this project is to have the March Field Fire Emergency Services conduct their live training onsite at March Air Reserve Base. Currently, the Emergency Services Training

Program requires that firefighters complete live aircraft and structural fire training at a minimum of twice per calendar year. This project will ensure that Emergency Services will be able to maintain mission support and readiness, and maintain National Fire Protection Association

(NFPA), Department of Defense (DOD) and US Air Force Fire standards. The project will enable

Emergency Services to host other DOD and local municipal departments to enhance their mutual aid agreements by training together. The new facility will also benefit the firefighters of the 452

CES/CEF by fulfilling the same training requirements set forth by AFI 32-2001, the Air Force Fire

Emergency Services Training Program and NFPA. Also, it will enable the members of the 452

CEA/CEF in performing certification requirements for firefighters as they perform their career progression, as described in NFPA 1001 Firefighter Professional Qualifications.

The intent of this project is to construct a three story fire training facility, foundation, power services, fuels services from existing propane tank, ability to drain into existing drain channel and fire hydrants to connect to existing water line.

The Contractor shall provide Design, Specifications and a Submittal Register that meets the requirements set-forth in this SOW for each of the applicable functions. This project will be completed in two phases, the Design Phase and the Construction Phase.

The Contractor shall manage and perform D-B construction work as defined in the SOW.

The following are typical D-B construction requirements: completion of working drawings, permitting, construction, construction management, scheduling, maintaining construction facilities and temporary controls, environmental protection, and project closeout. The

Contractor shall construct IAW approved drawings and specifications as written by the Designer of Record.

The project is located on March ARB, CA as shown on Figure 1, Vicinity Map and Figure 2, March ARB Map.

Figure 1. Vicinity Map

Figure 2. March ARB Area Map

Figure 3. March Air Reserve Base Map

1.2 The Project is Located on March ARB as shown on Figure 4 Project Location Map.

Figure 4. Project Location Map

1.3 DEFINITIONS

As used throughout the contract, the following terms have the meaning set forth below:

Contracting Officer "KO": The individual designated to administer the contract. Throughout this contract, this individual will be responsible and possess the authority to act on behalf of the

Government with respect to the specific contract. No oral statement by any person will in any manner or degree modify or otherwise affect the terms of the contract, and only a written notice from the Contracting Officer is sufficient to in any manner or degree to modify or otherwise affect the terms of this contract.

Contracting Officer Representative "COR". The individual designated by the Contracting Officer as the authorized representative of the Contracting Officer. The COR is responsible for monitoring performance and technical management of the effort required and should be contacted regarding questions or problems of a technical nature.

Contractor: The term Contractor refers to both the prime Contractor and all subcontractors, whether in contract with the Prime Contractor or other subcontractors at any tier, including the

Designer of Record.

Environmental Manager "EM". See March ARB Environmental Protection Guide Specification.

Designer of Record "DOR": Licensed architect/engineer working as subcontractor to or partner with prime Contractor who provides design for this contract.

Quality Control "QC": Contractor’s system to control the quality of design, material, equipment and construction.

Quality Assurance "QA" Program: Government's program to evaluate the effectiveness of the

Contractor’s quality control. The Government's QA Program is not a substitute for the

Contractor’s QC Program.

Federal Holidays: New Year's Day, Martin Luther King Jr. Day, President's Day, Memorial Day, Independence Day; Juneteenth; Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day

1.4 ACCESSIBILITY

Provide barrier-free design in accordance with UFC 1-200-01, DoD Building Code.

PART 2 - ADMINISTRATIVE AND MANAGERIAL REQUIREMENTS

The Contractor shall provide management, planning, performance measurement, and cost status reporting pertinent to the performance of the requirements identified in this SOW.

Governing Codes, Criteria, Regulations and Industry Guidance.

Contractor shall comply with the following:

All applicable federal, state, and local statutes, instructions, manuals, handbooks, regulations, guidance, policy letters, and rules (including all changes and amendments), and Presidential

Executive Orders, pertaining to the work. It is the Contractor's responsibility to know the requirements of the latest editions and changes and follow the requirements. Contractor must raise any questions in the form of a request for Information (RFI) to seek clarification of the applicability or conflicts between the applicable requirements. A list of applicable requirements are provided in the documents contained in Section J, but are not limited to those identified. General requirements to be followed may include:

Air Force/Military instructions, manuals, handbooks, regulations, guidance, and policy letters.

Design and construction must meet the requirements set forth in the following guidance and are applicable in the priority listed:

UNIFIED FACILITIES CRITERIA (UFC)

UFC 4-179-01 16 January 2004 MIL-HDBK 1027/1B FIREFIGHTING SCHOOL

FACILITIES

IAW NFPA 1402 STANDARD ON FACILITIES FOR FIRE TRAINING AND

ASSOCIATED PROPS

1403 STANDARD ON LIVE FIRE TRAINING EVOLUTIONS

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)

REGULATIONS UL SAFETY STANDARDS

SPECIFIC AND LOCAL REQUIREMENTS:

O MARCH ARB FACILITIES EXCELLENCE PLAN (FEP) AND ALL CURRENT

AMENDMENTS

O MARCH ARB ENVIRONMENTAL PROTECTION GUIDE REPLACES UFS

SPECIFICATION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

O CALIFORNIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

RULES AND REGULATIONS

O STATE OF CALIFORNIA HISTORICAL PRESERVATION OFFICE (SHPO)

RULES AND REGULATIONS

Design shall be accomplished in English inch-pound (IP) units.

UFC 1-200-01, DoD Building Code is a hub document that provides general building requirements and references other critical UFCs. A reference to UFC 1-200-01 in the SOW document requires compliance with the Tri-Service Core UFCs. Refer to the UFC 1-200-01 for a complete list of all applicable Tri-Service Core UFCs at website location http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc. Contractor-originated design documents must provide a project design that complies with the SOW, UFC 1-200-01, the Core UFCs, and other UFC's listed above.

2.1 MEETINGS REQUIRING ATTENDANCE

The Contractor shall participate in and/or facilitate on-site meetings as required by this SOW. The purpose of these meetings include, but are not limited to, contract discussions, progress reviews, project scoping, planning, design reviews, planning/programming charrette activities, project definition charrette activities, design charrette activities, construction reviews, project status, and the general exchange of information concerning current and future activities. The KO shall arrange for a suitable location for all meetings. The 452 MSG/CE Project Engineer shall ensure the appropriate base agencies attend meetings to provide necessary information or briefings to facilitate the success of the contract effort. The Contractor shall prepare and submit minutes for all meetings attended.

2.1.1 Design Phase

2.1.1.1 Kick-off Meeting

The KO shall host the design kick-off meeting at the base. The Contractor is responsible to coordinate the date and time of this meeting with the KO.

2.1.1.2 Design Review Meetings

After submission of each phase of the Design, the Contractor shall arrange for a meeting to discuss government review comments.

2.1.1.3 General Meetings

The Contractor shall also support meetings and teleconferences to discuss technical requirements, outstanding issues, project progress, and status as required.

2.1.2 Construction Phase

2.1.2.1 Kick-off Meeting

The KO shall host the construction kick-off meeting at the base upon completion and approval of the design phase. The Contractor is responsible to coordinate the date and time of this meeting with the CO.

2.1.2.2 Environmental Protection Plan (EPP) Definition Meeting

IAW the March ARB Environmental Protection Specification (EPS), the construction Contractor team shall meet with the KO and the representatives of the Environmental Flight, of the Base Civil

Engineer to understand how to use the required EPP Template and what must be provided in the document in order for the Contractor to meet the submittal requirement of the EPS. This meeting must be held within 10 days of NTP of the construction phase.

2.1.2.3 Bi-weekly construction meetings

The Contractor shall host construction meetings on a bi-weekly basis for all stake holders involved with the project. The Contractor shall furnish sign-in sheet for all attendees and record meeting minutes. The Contractor shall also furnish the meeting agenda that details the schedule with a 4 week look ahead, issues and open items, modification requests with status, and prior meeting minutes. The agenda will also summarize work completed, on-going work, and show detail the current progress compared to planned progress on a digital Microsoft Project or equivalent compatible program Gantt chart and AF3064.

2.1.2.4 General Meetings

The Contractor shall also support meetings and teleconference to discuss issues that pose a danger to project completion. The Contractor shall schedule these meetings within the same day or next business day as issues arise.

PART 3 - DESIGN PHASE

This SOW includes various activities related to Design on facilities of interest to the government.

These services will also include design charrettes, evaluating existing building condition plans, and value engineering as well as reviews of all of the above products and services.

3.1 DESIGN REQUIREMENTS

3.1.1 Project Requirements

The primary objective of this project is the design and construction of a permanent fire training facility similar as depicted on Figure 5

Figure 5. Project Features

The complete design shall meet but not be limited to the requirements, or equivalent, set forth below. All connections, utilities and concrete shall fit the specifications of the fire training facility being constructed.

Construct new fire training facility

Construct new fire training facility that shall include:

Three (3) Story Tower

Two (2) Story Residential

One (1) Story Annex

Roof top training area for rappelling with anchor points and ventilation training

Windows for each floor for ventilation and a garage/storage area.

The tower features shall include:

Flat Roof with Parapet walls and openings

3-story standpipe

Six (6) Rappel anchors

One (1) elevated rappel point

Six (6) Steel window and frame enclosures

Four (4) Steel door and frame enclosures

One (1) Interior intermediate landing stair to top floor

Confined space simulator or rescue prop/hatch

The Residential/Industrial Features for training shall include:

One (1) Flat Roof with Parapet wall and openings (1/3 of roof)

One (1) Gabled Roof with Guard Railing (2/3 of roof)

Two (2) 8ft opening with post and chain gates

One (1) Attic space provided between the gabled roof and the second floor

One (1) 4ftx 4ft roof chop-out

One (1) 4ftx 8ft roof chop-out

One (1) Interior stair to second floor

Four (4) 3ft x 3ft framed window openings, with steel shutters

One (1) Denver rescue window

One (1) 3ft x 3ft framed attic openings, with steel shutters

Seven (7) 3ft x 7ft Interior steel doors and frames

Five (5) 3ft x 7ft Exterior steel door and frame

Two (2) Class B Burn Rooms with all requires NFPA 1402 Safety Systems, Integrated

Smoke Machines with Capability to Remove Fire Management System and Exchange that allows for minimum to no down time for Live Fire Training

One (1) Class B Rollover Prop within selected Burn Room

Temperature monitoring/emergency shutdown system for Class B burn rooms

One (1) Class A Burn rooms including Calcium Silicate Thermal Lining System Panels that measure 24” x 24” that are rated up to 2000 degrees Fahrenheit

Two (2) 8ft x 10ft equipment spaces with interior door

One (1) 4ft W x 35ft L HALLWAY integrated into design/layout of interior space creating advanced fire training scenarios (first floor see drawing)

One (1) 4ft W x 35ft L x 24 L Corner HALLWAY integrated into design/layout of interior space creating advanced fire training scenarios (second floor see drawing)

One (1) Self Rescue Wall Opening

Challenge Exterior Stair Case

One (1) Explosive Capable forcible entry door

One (1) bed propane gas detection system

Moveable wall panel system

Wire entanglement prop

Water drainage inside facility

One (1) Garage/storage area

(2) Bronco FE Doors

Vertical breach window

Half height wall

Horizontal breach window prop

The facility shall also include:

One (1) Flat Roof with Parapet walls and openings

One (1) 3ft x 3ft Steel window and frame enclosure

Two (2) 3ft x 7ft Steel door and frame enclosure

One (1) 8ft x 10ft equipment space with exterior door and frame

Gas Fired Props equipped with Quick Burner Technology to include:

o Gas Fired Props Stove o Gas Fired Prop – Hallway o Gas Fire Prop – Double Bed Freight

Geotechnical and Soils Report

Contractor shall field survey the site as shown in Figure 6, collect boring samples and prepare technical reports to determine constructability of the Fire Training Facility at the location depicted in figure 6 and the extent of hazardous materials that may need to be removed before subsequent construction of the Fire Training Facility. The report shall include any known soil contaminants on site and recommendations to mitigate such soil, if found, and the budgetary cost estimate to implement the recommendations

Figure 6. Field Survey Site

A subsurface/geotechnical investigation at the site for use in the design and construction of the new fire training facility in accordance with UFC 3-220-01 (Geotechnical

Engineering), and all other applicable UFC is required. Specific items to be included, but are not limited to the following:

o Site Specific Seismic Site Class: Determine the site specific seismic site class in accordance with Reference (a)/Basic IQ Contract SAES, FC 1-300-09N and UFC

3-220-01.

o Report must be certified by a Geotechnical/Soil Engineer.

o Provide the following soil laboratory tests with an AF 3000 submittal form –

LABORATORY TEST ASTM QUANTITY

Moisture Content (including Dry Density) D 2216 4

Atterberg Limits D 4318 3

Consolidation Test D 2435 3

Tri-Axial Shear (TX-UU) Test – Unconsolidated D 2850 3

Moisture-Density Relations (Lab. Compaction Curve) D 1557 3

Sieve Analysis of Fine & Course Aggregate C 136 4

PFAS/PFOS Sweep 2/boring

Reference figure 6 for the proposed project site which shows the location where soil samples will be taken within the 2.6 Acres.

PFAS/PFOS Sweep (PFAS by LC/MS/MS compliant with Table B-15 in the QSM v5.1 or later) should have two (2) samples per boring. One (1) at the surface level and one (1) at the project excavation depth.

• Geophysical and soil sampling work plan will need to be submitted under Environmental

Restoration review. If geophysical borings are expected to be at depth encountering groundwater, then the work plan shall provide protocols for containerization, sampling, and disposal (if necessary) of groundwater.

• Follow all California soil standards for PFOS/PFOA. Current Air Force guidance is to dispose of soil exceeding 1.26 mg/kg of PFOS or PFOA as AFFF waste. This applies to soil that needs to dispose of from the geophysical work and from the building foundation.

The soil disposal requirements may change by the time of construction. Contractor shall verify how much soil will be removed before bid.

• Stockpiled soil needs to be placed on plastic and covered with plastic weighted down by sandbags. The soil stockpile will also be addressed in the Environmental Protection Plan submittal, subject to Environmental review. (See Environmental Specifications for

Guidance)

• The soil stockpile will also need to be sampled for PFOS/PFOA prior to disposal. Other sampling will need to be done based on the requirements of the disposal location. The soil from the geophysical borings is usually placed in drums. If none of the samples from the borings are higher than 1.26 mg/kg for PFOS or PFOA, it can be spread out on the site.

• Any groundwater generated by the geophysical borings will have to be containerized, sampled, and properly disposed of (if necessary).

• The excavation for the foundation and utility trenching needs to be at a depth that is well above groundwater.

• All known contaminated soil shall be properly disposed of following all state, local and

DOD guidelines and all applicable laws and regulations.

• Soil boring/test pit/excavation logs.

• The soil excavated from utility trenching can be put back in the trench without sampling.

• Discussion describing the subsurface investigation and geotechnical testing performed.

Provide a recommendations for the design of facility foundations, pavement sections, and site grading operations. Address the disposal of containerized drilling spoils.

• Fill all soil boring holes with grout.

• There is a liner under the existing aircraft fire training facility as shown in the as-builts.

Contractor to verify. The geophysical and construction work should not damage the liner.

Construct New Electrical Services

Construct new electrical services that shall include:

• Trench under existing transformer to provide power for new Fire Training Facility.

• Tapping in new circuit from existing subpanel inside the electrical room of building.

• Construct breakers and run conduit from the subpanel to the exterior of fire training simulator and construct a junction box.

• Run underground conduit and construct one disconnect with a backboard built from galvanized unit strut.

• Run to the new training containers power box and land all wiring.

• The underground conduit to be 3inch PVC schedule 40 and wiring to be THHN copper 2/0 size.

Three (3) phase circuit with panel disconnect included.

All work related to the existing transforming shall be coordinated with City Light and

Power

Construct Plumbing for Propane Feed

Construct new plumbing and prone services that shall include:

Tapping into current propane tank already at the site.

Add Rego Regulator Tee Handle at the Tank with appropriate fittings.

Trench underground from tank to Training Simulator

Cut and lay 150 feet of Schedule 40 pipe with risers vertical to Training Simulator

Equipment Room.

Pressure Test Pipe with air

Inspection by local building representative for the area

Finalize connection to control panel for use

Cover trench

Construct concrete footings and pad

• Provide a new concrete pad that fits the specs of the Fire Training Facility and extended pad 5’ from foundation edges to create a walk way around the facility.

• Cast in place concrete footings require 3000 psi with a 28 day cure. Rebar #6, #4 Ties

24” Wide by 48” Deep

• 12 Steel Plates measuring 12” x 12” x ½” that will be require to be embedded to the surface centered of the concrete footings.

• All soil should be stockpiled on a protective line and covered with a protective berm (See

Environmental Specifications for Guidance).

• All known contaminated soil shall be properly disposed of following all state, local and

DOD guidelines and all applicable laws and regulations

Construct drain on site

Connect new facility to existing drain on site so water properly drains to the channel.

The Contractor shall also provide:

3.1.2 Energy Saving Strategies

The Contractor shall implement the following energy savings control strategies:

3.1.3 General Requirements

The design shall meet the general requirements as specified. The general requirements of the

Ensure that energy-consuming products are energy efficient products (i.e., ENERGY STAR® products or FEMP-designated products) at the time of contract award.

project include but are not limited to:

Ensure Architectural Barriers Act (ABA) compliance where required

Ensure Anti-Terrorism Force Protection (AT/FP) compliance where required

Design for California Office of Historical Preservation (OHP) guidelines

March Air Reserve Base Facility Excellence Plan (FEP)

Ensure all required permits are specified

The Contractor shall be responsible for all state, federal and local permitting and associated fees.

3.1.4 Design

Specific design requirements will be identified in this contract and shall include the following design phases. Note: Each phase of the design shall include, on a disc, .pdf versions of all submittal items and AutoCAD files for drawings. No deletions from the UFGS shall be permitted until approved. All proposed deletions from UFGS language shall be lined through for current design, and only removed in the final phase of design; if approved.

3.1.5 Early Preliminary Design (35%)

Provided in Attachment 1 are the 35% design

3.1.5.1 Design Analysis

o Preliminary descriptive catalog cuts to support design to this level.

o Preliminary cost estimates for each unit type and total for the project.

o Cost estimates summarized by all major work categories.

3.1.5.2 DD Form(s) 1354 (Draft)

DD Form 1354, Transfer and Acceptance of Military Real Property, using estimated quantities of tracked Real Property items included in the design. The Government will provide all other necessary information on the form including category codes that are applicable to items included in the design. In these cases, the Contractor shall provide updated quantity estimates.

3.1.5.3 Drawings

Cover sheet, drawing index, site plan, and location plans existing/demolition plans (including phasing) scale appropriate for each drawing size, and compliant with March ARB “FEP”, new plans at appropriate scale, including sections, elevations and details, by discipline.

3.1.5.4 Specifications

Technical specifications in CSI format which identify all major work requirements, including equipment, and all technical and special conditions.

3.2 REGULAR PRELIMINARY DESIGN (65%)

3.2.1 Design Requirements

Provide 65% design documents that include basis of design, design drawings and design specifications, reports and submittal register in accordance with this SOW, UFC1-2-200-01 and the March ARB Facility Excellence Plan (FEP) latest editions.

The Government shall review the 65% submittal and provide comments to the Contractor per the schedule identified in section 3.4.2. The Contractor shall attend a meeting at March ARB during which government comments shall be discussed and any further direction given regarding the submittal. The review meeting shall also be held per the schedule identified in section 3.4.2. The

Contractor’s response to comments shall also be delivered per the schedule identified in section

3.4.2. Upon approval of the submittal, work may continue to the next design phase. The Contractor shall perform all services required to prepare and to furnish complete construction documents consisting of contract drawings, technical specifications, any required design analysis, detailed cost estimate breakdown, material submittal list, addenda, if any, and bid schedule as required for the accomplishment of the project in accordance with the requirements of these specifications.

The 65% design submittal shall include all the elements of the 35% design advanced to the 65% stage. The Contractor will develop the pre-final working drawings, specifications, and detailed cost estimate. All previous design review comments shall be incorporated into the design documents. The submittal shall also include but not be limited to the following:

3.2.2 DESIGN DEVELOPMENT SUBMITTALS (65%).

Contractor shall prepare plans and specifications for the Proposed Project, consistent with the

Government's intent as shown in Attachment 3 and as modified by the Contractor’s Plans, to include:

3.2.2.1 Project Analysis

3.2.2.2 Preliminary descriptive catalog cuts of equipment.

3.2.2.3 Drawings.

Cover sheet, drawing index, site plan, and location plans showing how each element of construction fits in and interrelates with other elements, scale appropriate for each drawing size, and compliant with March ARB “FEP”, for each of the elements, new plans at appropriate scale for each of the elements, including sections, elevations and details, by discipline.

3.2.2.4 Specifications.

Technical specifications in CSI format, which identify all major work requirements, are required.

3.2.3 Design Development Submittal

The Design Development Submittal is intended to convey the complete extent of the work in a preliminary manner. The deliverables are typically about 65% complete at this stage. In addition to the requirements of the FEP, Core UFC’s and the SOW, include the following as a minimum:

3.2.3.1 BASIS OF DESIGN

The discipline-specific Basis of Design needs to address items defined in the contract, the Core

UFCs, FEP, and as follows:

3.2.3.2 DRAWINGS

Provide drawings required by the contract, the Core UFCs, and herein as applicable to the project:

3.2.3.3 Architectural.

3.2.3.4

• Elevations – Provide all building elevations indicating all exterior materials.

• Section – Indicate heights of critical elements.

• Refer to Facility Excellence Plan (FEP) for any guidance.

Civil.

• Schematic Site Plan - Indicate above and below grade utility lines, vehicular and pedestrian circulation paths, buildings, parking, paved areas, and existing site features to remain.

• ATFP Standoff Distances.

• Cover sheet, Drawing Index, Vicinity Map, Location Plan, Abbreviations, Legend and Notes.

• Existing Conditions / Demolition Plan.

• Site Plan.

• Water and Sanitary Sewer Plan.

• Grading and Drainage Plan.

• Drawings indicated above can be combined. Contact Government’s Civil Reviewer for approval of combined drawings prior to project submittal. For example, on small projects a Site, Water, and Sewer Plan can show the Site Plan, and Water and Sanitary Sewer Plan all on the same sheet or the Site and Grading and Drainage Plan can show the Site Plan, Grading, and Drainage Plan all on the same sheet.

3.2.3.5 Landscape Architecture.

• Overall Landscape Site Plan. Provide an overall landscape site plan with match lines (if site plan is divided into multiple sheets), and specific sheet references, general notes, and options (if applicable).

Landscape Site Plan. Provide enlargement plans as required to delineate appropriate detail.

Landscape Construction Details.

Landscape Planting Plan.

Plant Material Schedule and Details.

Landscape Irrigation Plan. When a Landscape Irrigation Plan is required by the PWS, provide a sprinkler head layout, remote control valves, automatic controller, pressure pipe and lateral lines, backflow prevention device, and point of connection.

Landscape Irrigation Equipment Schedule and Details. When a site irrigation plan is required by the PWS, provide an irrigation equipment schedule.

3.2.3.6 Existing Site and Demolition Plan.

Site Plan.

Single Line Diagram.

Drawings indicated above can be combined. Contact Government’s Landscape

Architectural Reviewer for approval of combined drawings prior to project submittal. For example, on small projects a Landscape Site Plan and Landscape Planting Plan can be shown on the same sheet.

3.2.3.7 Electrical.

• Provide the following in accordance with UFC 3-501-01. The drawings need not provide extensive details but must be complete enough to thoroughly express the Designer’s intentions.

3.2.3.8 Geotechnical.

Results of subsurface investigation – such as boring logs, test pit logs.

3.2.3.9 Structural.

• Foundation Plans. Include for all structures, showing dimensions, arrangements, elevations, locations referred to a column line grid system, type of foundation and foundation obstructions. Include the layout of all parts, including but not limited to, slabs, footings, piers, grade beams, and piles, showing all foundation features of the design.

• Structural Details. Show typical details of construction, indicating the connection and relationship between major components of the structural system.

• Structural Elevations. Show general sizes, location and arrangement of all significant features.

• Structural General Notes.

3.2.3.10 Electrical.

Existing Site and Demolition Plan.

Site Plan.

Single Line Diagram.

Legend and Abbreviations.

Lighting Plan(s).

Power Plan(s).

Lightning Protection Plan.

Cathodic Protection Plan.

3.2.4

OUTLINE SPECIFICATIONS.

Provide outline specifications, in the form of a list of specification sections the DOR intends to use in the job.

Use Unified Facilities Guide Specifications, as required in Chapter 8. Provide a listing of the UFGS used in the job by Section Number, Title, and Section Date. Follow the Order of

Precedence for choosing UFGS master guide specifications in Chapter 8, unless required otherwise by the contract.

3.2.5 CALCULATIONS.

Provide calculations complete, and in sufficient detail to substantiate the design level in this preliminary Basis of Design, as indicated on the drawings, in accordance with the Core UFCs, FEP, and herein.

3.2.5.1 Structural and Geotechnical.

Provide Structural and Geotechnical calculations in sufficient detail to support the items outlined in the Basis of Design and indicated on the drawings.

3.2.5.2 Civil.

Provide calculations in sufficient detail to indicate compliance with LID criteria, and state or local storm water regulations. Provide calculations for utility systems and pavements in sufficient detail to support items outlined in the Basis of Design and indicated in the drawings and specifications.

3.2.5.3 Architectural.

Provide acoustical calculations in accordance with UFC 3-101-01.

3.2.5.4 Electrical.

Provided calculations required by Core UFCs and also include:

Lighting: Interior and Exterior Foot-candles.

Load Analysis.

Service size.

Feeder size.

Larger special circuit sizes.

Lightning Risk Assessment.

3.2.5.5

3.2.5.6

Fire Protection. See NFPA, Department of Defense (DoD) and US Air Force Fire standards.

Environmental Report.

Provide reports as required in UFC 33-810-01N.3

Provide calculations complete and in sufficient detail to support the items outlined in the preliminary Basis of Design, as indicated on the drawings, in accordance with the Core

UFCs, Chapter 6.

3.2.5.7 SUSTAINABILITY.

3.2.6 Schedule of Submittals

Submittal schedule shall be provided using submittal in Section J, Attachment 5 of the solicitation.

3.2.7 Date of Submission

The Contractor shall submit the 65% Design on time. The 65% Design Notice to Proceed (NTP) must be signed by the KO prior to beginning of the design phase.

3.3 PRE-FINAL DESIGN (95%)

The Government shall review the 95% submittal and provide comments to the Contractor per the schedule identified in section 3.4.2. The Contractor shall attend a meeting at March ARB during which government comments shall be discussed and any further direction given regarding the submittal. The review meeting shall also be held per the schedule identified in section 3.4.2. The Contractor’s response to comments shall also be delivered per the schedule identified in section 3.4.2. Upon approval of the submittal, work may continue to the next design phase. The Contractor shall perform all services required to prepare and to furnish complete construction documents consisting of contract drawings, technical specifications, any required design analysis, detailed cost estimate breakdown, material submittal list, addenda, if any, and bid schedule as required for the accomplishment of the project in accordance with the requirements of these specifications.

The 95% design submittal shall include all the elements of the 65% design advanced to the 95% stage. The Contractor will develop the pre-final working drawings, specifications, and detailed cost estimate. This submittal shall be the Contractor’s best attempt at 100% design. All previous design review comments shall be incorporated into the design documents. The submittal shall also include but not be limited to the following:

3.3.1 Date of Submission

The Contractor shall submit the 95% Design on time. The 95% Design submittal shall be due per the schedule identified in section 3.4.2 following the approval of the 65% Design submittal.

3.4 FINAL DESIGN (100%)

The Contractor shall perform all services required to prepare and to furnish complete construction documents consisting of contract drawings, technical specifications, any required design analysis, detailed cost estimate breakdown, material submittal list, addenda, if any, and bid schedule as required for the accomplishment of the project in accordance with the requirements of these specifications.

The 100% final design submittal shall include all the elements of the 95% design advanced to the

100% stage. The Contractor will develop the final working drawings, specifications, and detailed cost estimate. All previous design review comments shall be incorporated into the design documents.

3.4.1 Date of Submission

The Contractor shall submit the 100% Design on time. The 100% Design submittal shall be due per the schedule identified in section 3.4.2 following approval of the 95% Design submittal.

3.4.2 Period of Performance

TASKS DAYS (NLT)

NTP/Kick-off Meeting +0

Kick-off Meeting +15

35% Submittal +30

Government Review +14

Comment Responses +5

Submittal Review Meeting +10

100% Submittal + 15

Government Review + 7

Comment Responses + 3

Submittal Review Meeting (If Needed) + 3

Final Plans and Specifications +3

Period of Design Performance =105

Construction Kick-off Meeting +10

Construction Submittals +10

Government Review/comment resolution +10

Construction of facility +240

Submission of final Construction Submittals +10

Final Inspection +5

Period of Construction =285

Period of Completion of Contract = 390

3.5 DESIGN SUBMITTALS

All submittals shall be on time. The Contracting Officer is the only Government representative authorized to receive contract materials on behalf of March ARB. All submittal items/packages shall be delivered directly to the Contracting Officer for the project. Once received, the

Contracting Officer will log the materials, date stamp them, and send them to the 452 MSG/CE

Project Engineer. The Project Engineer shall be responsible for timely on-base distribution for effective review and reserves the right to determine whether or not review meetings are required.

3.5.1 AF Form(s) 3000

Each submittal shall contain a completed Air Force Form 3000, Material Approval Submittal. This form is easily obtained from the Air Force E-Publishing website at: http://www.e-publishing.af.mil/. The Contracting Officer will not accept any submissions that do not contain a complete AF Form 3000.

3.5.2 Design Deliverables

Submittal Requirements Copies Required per Design Stage

65% 95% 100%

NARRATIVES/PACKAGES

AF3000 2 2 2

Design Analysis 2 2 2

Specifications (bound) 2 2 2

Annotated Comments (previous design phases) 2 2 2

DRAWINGS/SKETCHES

Drawings – ½ Size 2 2 2

Drawings – Full Size 2 2 2

FORMS

DD Form 1354 2 2 2

Submittal Schedule 2 2 2

COMPUTER PRODUCTS

CD containing design analysis, .pdf drawings, AutoCAD files, specifications, and supporting documents

3 3 3

3.5.3 Government Review Period

The Government shall be permitted, a technical review period, of not less than 14 calendar days for all submitted materials. These materials include but are not limited to: design packages (i.e.

Attachment 2 to FA466421B0002 http://www.e-publishing.af.mil/ design analysis, site plans, drawings, and specifications), requests for information (RFIs), material submittals, work plans, DD Form(s) 1354.

Upon the approval of the Final Design plans and specifications, the Contractor may commence onsite construction activities. During the Construction Phase, construction, delivery, and warranting of the project/facility take place. The Contractor shall construct IAW approved plans and specifications.

PART 4 - CONSTRUCTION ADMINISTRATION

4.1 CONSTRUCTION NOTICE TO PROCEED (NTP)

Upon completion of the design phase, NTP for construction will be issued. The Contractor shall attend a preconstruction meeting at the 452nd Operational Contracting Squadron. The Contractor shall prepare sign-in sheet and meeting minutes for all meetings attended on March ARB. Meeting minutes shall include the names and emails of all individuals in attendance. A copy of the meeting minutes shall be provided to the Contracting Officer.

4.2 BASE ACCESS

The Contractor shall prepare a pass information sheet identifying all employees, including the subcontractor employees, who will be working on March ARB. The pass information sheet shall be submitted to the Contracting Officer at the preconstruction meeting. Upon completion of the contract or expiration of the passes, the Contractor shall ensure all passes issued to employees and subcontractor employees are returned to security. Failure to comply with this requirement may result in withholding of final payment. Refer to the 452 SFS Security Pamphlet dated 08

September 2020. (Contained herein is the DOD mandatory requirement for Antiterrorism

Training, Para. 28, Pg 10). Pamphlet is in Section J, Attachment 11.

4.3 SAFETY AND SECURITY REQUIREMENTS

Contractor personnel must have base approved Contractor badges to enter onto March Air Reserve

Base. Additional requirements are necessary if the designated facility is within a controlled/secure area of the base. The Contractor shall conform to all base regulations and directives pertaining to security, safety, fire, traffic, and personnel clearance while conducting business on March ARB.

The Contractor shall ensure conformance of all employees and subcontractors. Contractors shall submit a COVID-19 Action Plan IAW with CAL-OSHA guidelines and follow current base policy as it relates to the pandemic.

4.4 PERMITTING

All work on base requires completion of a March Form 103 (Base Civil Engineering Work

Request), also known as a dig permit. The Contractor shall be responsible for completion of the

March Form 103 prior to any construction/demolition activities. The Contractor shall field mark areas where digging will take place and provide a scale drawing of the marked areas to March

Air Reserve Base Civil Engineer. A minimum of thirty (30) working days is required to process the March Form 103. Once the permit is issued, existing underground utilities and structures within the identified area will be marked by base civil engineering. Recording and preserving these markings is the responsibility of the Contractor.

The Contractor shall also obtain permits for work associated with hot work, welding, cutting, and brazing from the March ARB Fire Department (POC: Harold Sterne – (951)

655-5001) prior to any such work. The Contractor shall allow seven (7) days processing time for these permits. The Contractor is responsible for obtaining all necessary permits from all applicable federal, state, and local agencies and is responsible for all associated fees.

4.5 QUALITY CONTROL

Contractor shall develop and maintain a work plan to ensure services are performed in accordance with commonly accepted commercial practices. The Contractor shall develop and implement procedures to identify and prevent defective services from reoccurring.

4.6 QUALITY ASSURANCE

The Government will periodically evaluate the Contractor’s performance through on-site inspections.

4.7 HOURS OF OPERATION

6:30 a.m. to 4:00 p.m. Monday through Friday. Contractor must always notify CE when on base and requests for off hours work shall be coordinated with the COR or the Project Engineer and approved by the KO.

4.8 CONSTRUCTION SUBMITTALS

All submittals shall be on submitted with enough time to allow for the 14 day Government review period. The Contractor shall identify long lead items to ensure proper submittal review time. The

Contracting Officer is the only Government representative authorized to receive contract materials on behalf of March ARB. All submittal items/packages shall be delivered directly to the

Contracting Officer for the project. Once received, the Contracting Officer will log the materials, date stamp them, and send them to the 452 MSG/CE Project Engineer. The Project Engineer shall be responsible for timely on-base distribution for effective review and reserves the right to determine whether or not review meetings are required.

4.8.1 AF Form(s) 3000

Each submittal shall contain a completed Air Force Form 3000, Material Approval Submittal. This form is easily obtained from the Air Force E-Publishing website at: http://www.e-publishing.af.mil/. The Contracting Officer will not accept any submissions that do not contain a complete AF Form 3000.

4.8.2 Construction Schedule/Progress

The Contractor will submit to the Contracting Officer all material submittals as identified in the contract schedule of material submittals and as required by applicable specifications. All submittals will be submitted in the quantities identified on the contract schedule of materials and will include an AF Form 3000 Material Approval Submittal. Upon approval/disapproval of the submittal a copy of the signed AF Form 3000 will be provided to the Contractor.

Attachment 2 to FA466421B0002

4.8.2.1 AF Form(s) 3064

Contract Progress Schedule (AF Form 3064): Within 10 days after contract award or at the pre‐ construction conference, whichever is later, the Contractor will submit a signed AF Form 3064, Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the period of performance for approval by the Contracting Officer. Once approved the contract progress schedule may only be changed by the Contracting Officer. AF 3064 Progress

Schedule will be submitted concurrently with the AF 3065 Progress Report. The progress report will be signed by the COR. After approval, Contractor can invoice in WAWF.

4.8.2.2 AF Form(s) 3065

Contract Progress Report (AF Form 3065): At least monthly, the Contractor will submit AF Form

3065, Contract Progress Report, signed by the Contractor’s on‐site representative. The work elements and percentages for each element stated on the AF 3065 will be identical to the work elements and percentages on the AF 3064.

4.8.3 Construction Deliverables

Submittal Requirements Copies Required

Frequency Hard

Copy

Electronic

Copy (CD)

Production or Delivery Problem Report 1 1 Same Day As Problem

Health and Safety Plan 0 1 14 Days After Construction NTP

Construction Quality Control Plan 0 1 14 Days After Construction NTP

Environmental Protection Plan 0 1 14 Days After Construction NTP

As-built Drawings (.pdf and AutoCAD) 2 2 7 Days Prior to Final Inspection

Material Approval 1 1 As Required

Incidental Design Documents 1 1 As Required

Draft O & M Manuals 1 1 7 Days Prior to Pre-Final

Inspection

O & M Manuals 1 1 At Final Inspection

Progress Schedule (AF Form 3064) 1 Monthly

Progress Report (AF Form 3065) 1 Monthly

Meeting Minutes 1 Bi-Weekly and As Needed

Pre-final Inspection Report 1 1 7 Days Prior to Final Inspection

Final Inspection Report 1 1 14 Days After Final Inspection

Draft DD1354 1 7 Days Prior to Pre-Final Inspection

Final DD1354 1 1 At Final Inspection

4.8.4 SITE WORK

4.8.4.1 Site Inspection

The Contractor shall have a superintendent with decision making authority at the site at all times when there are workers on site or when deliveries/ shipments are received/ made. The superintendent shall be designated in writing as such and approved by the Contracting Officer.

The salvage, demolition, and debris removal process or any other work shall not begin until the

Contracting Officer issues a Notice to Proceed (NTP). The Contractor coordinates and completes a March Form 103. The next step is the facility is inspected with 452 MSG/

CE project management personnel, the Contractor, and abatement Contractor. All connecting utilities are shut down, disconnected, or isolated to the facility in a manner satisfactory to the appropriate shop in charge of the utility, Fire Department personnel, and Base

Safety. Upon completion of the inspection, the control and security of the facility is transferred to the Contractor.

4.8.4.2 Fencing

The Contractor is required to fence off the facility from unauthorized entry within ten (10) days of the Notice to Proceed and shall provide reasonable, safe clearance, and restricted access on all sides (where practical) for equipment movement, demolition of existing structures, components, and equipment and for the entry/exit of trucks (recommend 50’ x 50’ secure staging/loading area) hauling debris or equipment. The fence will be installed prior to any demolition or salvage efforts within/around the facility. The area within the fence as well as within the facility being demolished is designated as a ‘Hard Hat’ and PPE zone and is subject to inspection by safety, bio-environmental, fire department, base security, and 452

MSG/CE project management personnel. Signs shall be posted indicating limited/controlled access (every 100-150’), hard hat and PPE zone (at entrances), all permits/notices and supervisory personnel’s names and contact numbers shall be posted at the primary entry/exit, shall be protected from weather, and shall remain posted until final acceptance of the completed project.

4.8.5 Asbestos/Lead-Based Paint

Any asbestos suspect materials or painted items that may contain lead-based paint requires that the

Contractor immediately notify the Contracting Officer and cease all work efforts in that specific area until the asbestos and/or lead-based paint inspectors can validate/verify any contaminants found during the inspection process.

4.8.6 Salvage & Transferable Items

All salvageable/transferable items shall become property of the Contractor in accordance with the

Environmental Protection Plan. The Contractor must document and inventory all salvageable items and provide these documents to the Contracting Officer.

4.8.7 Recycling

All applicable recyclable materials shall be delivered, by the Contractor, to the appropriate off-base disposal facility/recycling…