Draft_Statement of Work.pdf

MARCORSYSCOM

Marine Corps Base Camp Pendleton

Range MFA7 and Range 800 Observation Towers

Statement of Work (SOW)

December 2022

Prepared by

Naval Surface Warfare Center, Corona Division

Range Systems Development Engineering (RS30)

P.O. Box 5000, Corona, CA 92878-5000

Marine Corps Base Camp Pendleton Range MFA7 and Range 800 Observation Tower Statement of Work ii

Distribution Statement A: Approved for public release; distribution is unlimited.

TABLE OF CONTENTS

1 INTRODUCTION

2 BACKGROUND

3 SCOPE

4 GENERAL REQUIREMENTS

4.1 Protection of Government Property

4.2 Work Restrictions

4.2.1 Existing Underground Utilities

4.2.2 Project Duration

4.2.3 Work Hours, Access and Passes

4.2.4 Security Requirements

4.3 Administrative Requirements

4.3.1 Supervision

4.3.2 Required Insurance

4.4 Post Award Meetings

4.4.1 Post Award Kick-off Meeting (PAK)

4.4.2 Pre-Construction Meeting

4.5 Progress Schedules

4.6 Request for Information Procedures

4.7 Submittal Procedures

4.8 Government Inspection for Pre-fabricated Training Equipment

4.9 Government Final Inspection and Acceptance

4.10 Record Drawings

4.11 Safety

4.12 Quality Control

4.12.1 Quality Control Plan

4.12.2 Quality Control Manager Qualifications

4.12.3 Quality Control Manager Responsibilities

4.12.4 Three Phases of Quality Control

4.12.5 Contractor Daily Production Report

iii

4.13 Temporary Facilities and Controls

4.13.1 Installation Operations

4.13.2 Onsite Parking Restriction

4.13.3 Contractor Work Site

4.13.4 Temporary Utilities

4.14 Temporary Environmental Controls

4.14.1 Unforeseen Hazardous Conditions

4.15 Waste Management and Disposal

5 INSTALLATION REQUIREMENTS

5.1 Existing Site Conditions

5.2 Site Preparation

5.2.1 Site Clearing

5.2.2 Earthwork and Site Grading

5.2.3 Foundation Preparation and Aggregate Base

5.2.4 Concrete Foundation

5.3 Equipment Installation

6 EQUIPMENT REQUIREMENTS

6.1 Equipment

6.2 Quality/Durability

6.3 Exterior Enclosure

6.3.1 Exterior Coatings

6.3.2 Window Frames and Sliding Windows

6.3.3 Doors and Door Frames

6.3.4 Roof

6.3.5 Roof Safety Railing

6.3.6 Roof Canopy

6.5 Interior Construction

6.5.1 Interior Paint

6.5.2 Interior Flooring

6.6 Electrical

6.6.1 Grounding Systems

TABLE OF FIGURES

CHANGE RECORD

iv

Revision Number

Date Description of Changes Made and Reason for Changes

Approved By

1 INTRODUCTION

The Naval Surface Warfare Center, Corona Division, Surface Range Engineering Branch, RS12, requires a firm-fixed-price (FFP) contract for the procurement of an observation tower at each of two (2) sites located at Marine Corps Base Camp Pendleton (MCBCP), California. A site visit is required prior to submitting proposal.

2 BACKGROUND

The intent of the project is to construct two (2) observation towers, one each, at two (2) separate ranges, Range MFA7 and Range 800 located at MCBCP. Each observation tower shall be constructed using three (3) 20’ long, 8’ 6” high International Organization for Standardization (ISO) shipping containers stacked three (3) containers high resulting in a three-level structure. The first floor level shall be considered mixed-used space. The third floor level shall serve as the observation floor and shall include three (3) evenly spaced observation positions. Observation positions shall be defined by window openings. The roof level will also be used as an observation level with a canopy covering 100% of the roof for protection from the elements. All floor levels and the roof shall be accessible via an exterior stairwell. Grounding and lightning protection is required for each tower.

3 SCOPE

The scope of work for this project includes all features of work as defined in the Issued For Construction (IFC) sets of drawings for Range MFA7 and Range 800 Observation Tower. The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, and supervision necessary to meet the requirements established in this Statement of Work (SOW) and the IFC drawings provided as attachments 5 and 6 in Section J.

4 GENERAL REQUIREMENTS

Work must be in accordance with the latest revisions/editions of all applicable codes, ordinances and regulations of federal, state, county, city and local standards as well as the approved drawings and specifications. Also, the current editions of all National Fire Protection Agency (NFPA), National Electric Code (NEC), Uniform Building Code (UBC), United Facilities Criteria (UFC), American National Standards Institute (ANSI), Occupational Health and Safety Administration (OSHA), American Society of International Association for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA) and other nationally published codes or standards shall apply. Specific codes that were used during the design process include:

Document Type/No. Title Date

IBC International Building Code (IBC) 2018

ACI 318-19 Building Code Requirements for Structural Concrete

AISC 360-16 Specification for Structural Steel Buildings 2016

ASCE 7-16 Minimum Design Loads For Building And Other Structures

AWS D1.1 Structural Welding Code 2020

MCIWEST-MCB

CAMPENO 3500.1B

Range and Training Area Standing Operation Procedures

NFPA 70 National Electrical Code 2020

NFPA 780 National Electrical Code 2020

UFC-3-501-01 Electrical Engineering 2015

UFC-3-575-01 Lightning and Static Electricity Protection Systems

UFC 3-810-01N Navy and Marine Corps Environmental Engineering for Facility Construction

In case of differences between applicable codes, ordinances and regulations of federal, state, county, city and local standards as well as the approved drawings and specifications the most stringent requirement shall govern. Written notification of such difference shall also be sent to the Government within three (3) calendar days after the discrepancy is observed.

4.1 Protection of Government Property

Take special care to protect Government real property. Return any areas damaged as a result of installation under this contract to their original condition. Real property refers to land and all structures integrated with or affixed to the land, buildings, roads, etc.

4.2 Work Restrictions

4.2.1 Existing Underground Utilities

Verify on-site utilities and have them marked out by a third party utility locator service prior to the start of construction. Determine the elevations of existing utilities and underground obstructions indicated as existing to remain in locations to be traversed by new utilities and other work provided herein before new work is laid closer than the nearest manhole or other structure at which an adjustment in grade could be made. Maintain all utility markings for the duration of the contract.

Any type of ground excavation activity requires a dig permit from the installation. The Contractor shall provide input to the dig permit submission and provide a minimum of 60 calendar days’ notice prior to site work beginning. The Contractor shall notify the Contracting Officer a minimum of 30 calendar days prior to any excavation.

4.2.2 Project Duration

The period of performance shall not exceed 180 calendar days from Notice to Proceed (NTP).

4.2.3 Work Hours, Access and Passes

All Contractor employees, including subcontractors, subcontractors' employees, suppliers, and suppliers' employees are required to comply with the Installation Security Requirements regarding personnel, vehicle, and equipment security passes and access to the jobsite. Nothing in the contract is to be construed in any way to limit the authority of the Post Commanding Officer including to prescribe new, or to enforce existing security regulations governing the admission or exclusion of persons and the conduct of persons including, but not limited to, the rights of search of all persons or vehicles on MCBCP. Please reference Attachment 7 in Section J for the Marine Corps Installations West-Marine Corps Base, Camp Pendleton Range and Training Operating Procedures.

No information below supersedes what is contained in Attachment 7.

The Contractor shall coordinate with the Contracting Officer and MCBCP Range Control for specific security and access requirements.

a. Installation Access: MCBCP is an active military installation and training area. However, civilian access is authorized for portions of the installation. All Contractor personnel shall be required to submit access requests through Defense Biometric Identification System (DBIDS) prior to being granted access into the installation. Additional information for getting access into the installation can be obtained by visiting the base access website (https://www.pendleton.marines.mil/Base-Access/) and by contacting the MCBCP Access Control at (760) 763-7604 or (760) 763-7605.

b. Range Access: The Contractor shall request permission to enter, exit and occupy any area of the Range and Training Area (RTA) is given solely by Marine Corps Installations West- Marine Corps Base, Camp Pendleton (MCIWEST-MCB CAMPEN) Range Control, better known by their communication call sign LONGRIFLE, located in building 41501T.

c. Only areas of approved access shall be authorized. Areas closed to the public represent military training areas and present a hazard to non-authorized personnel. Individuals possessing Range Permits shall strictly adhere to permit regulations.

d. LONGRIFLE Communication: Two (2) forms of communication with the LONGRIFLE are required. The Range and Training Area Management Division (RTAMD) issued radio is the primary means of communication. Any additional means of communication (i.e. cell phones) shall be approved by the Range Control Officer (RCO) at the Range Operations Division (ROD). The Contractor shall be responsible to ensure that their issued radio is properly functioning. Issue and replacement of radios and batteries is conducted at the Range Maintenance Building 25118, Camp Pendleton North, CA 92055.

Communication with the LONGRIFLE must be established and maintained by the Contractor at all times. The Contractor shall be required to communicate with the LONGRIFLE prior to entry, exiting, and as deemed necessary by LONGRIFLE established communication procedures. After working hours and during weekends, an answering machine will take all calls. The LONGRIFLE Phone numbers are (760) 725-4604 and

(760) 725-3974.

e. Contractor Vehicles: All vehicles must display a valid state license plate and must be in good working order. The company name must be displayed in a clearly visible manner and size on each Contractor vehicle used in the course of work.

f. Work Hours: Unless otherwise indicated, work will be performed on a Government compound, military installation, or station. Contractor work hours are between 0700 and 1700 hours, Monday through Friday. Obtain advance approval from the Contracting Officer for Contractor personnel to remain on site beyond normal working hours. Notify the Contracting Officer at least 48 hours in advance to obtain approval for access to the jobsite, or work outside of normal working hours, or on Saturday, Sunday, and Federal Holidays.

g. Points of Entry: Contractors who are not delivering materials to the project site may enter the Base through any gate of their choosing. All commercial vehicles must enter via the Las Pulgas gate. Las Pulgas is an access-only gate during designated morning hours.

Outbound traffic closed Monday through Friday 0600- 0800, The San Onofre and Cristianitos gates can also be accessed with approval. The San Onofre gate is closest to the project site and can accommodate commercial trucks. The Cristianitos gate uses the 62 Area and crosses through a dry creek bed. It's highly advised that a 4-wheel drive SUV or pickup is used to traverse the dry creek bed. Maps identifying entry points are included in, Section J, Attachment 3. The Contractor must inform the Contracting Officer or Contracting Officer Representative and Range Control if any issues are experienced when attempting to access the installation.

The Contractor employees must conduct themselves in a proper, efficient, courteous, and business-like manner. Any individual whose continued employment is deemed by the Contracting Officer to be contrary to the public interest or inconsistent with the best interests of National Security will be removed from the site.

4.2.4 Security Requirements

All security requirements apply to all subcontractors and suppliers associated with this contract.

Contractor shall comply with the following:

a. Do not publicly disclose any information concerning any aspect of the materials or services relating to this contract, without prior written approval of the Contracting Officer.

b. Do not disclose or cause to be disseminated any information concerning the operations of the activity's security, or interrupt the continuity of its operations.

c. Do not disclose any information to any person not entitled to receive it. Failure to safeguard any classified information that may come to the Contractor or any person under his control, may subject the Contractor, his agents or employees to criminal liability under 18 U.S.C., Sections 793 and 798.

d. Direct to the Contracting Officer and or Installation Security Officer for resolution all inquiries, comments or complaints arising from any matter observed, experienced, or learned as a result of or in connection with the performance of this contract, the resolution of which may require the dissemination of official information.

e. Coordinate photography requirements with the Contracting Officer. Some areas restrict or prohibit photographing Government property.

f. Military escorts are required where applicable per Range Control.

Deviations from or violations of any of the provisions of this paragraph will, in addition to all other criminal and civil remedies provided by law, subject the Contractor to immediate termination for default and withdrawal of the Government's acceptance and approval of employment of the individuals involved.

4.3 Administrative Requirements

4.3.1 Supervision

The Contractor must have a superintendent, who is fluent in English, on the job site during working hours. The Superintendent must have a minimum of five (5) years of experience as a Superintendent on previous projects of similar size and complexity. The Superintendent may serve as the Site Safety and Health Officer. A Superintendent Resume for the proposed on-site Project Superintendent, which describes experience with references and qualifications must be provided to the Contracting Officer for approval. The Contracting Officer reserves the right to interview the proposed on-site Project Superintendent at any time in order to verify the submitted qualifications.

The Contractor shall provide the Contracting Officer with the name(s) of the supervisory person(s) authorized to act for the Contractor. Provide and update, as required, a list of the key personnel for the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency.

4.3.2 Required Insurance

Within 15 calendar days after the award, furnish the Contracting Officer a Certificate of Insurance as evidence of the following insurance coverage amounts not less than the amount specified in C- 228-H002, below, in accordance with FAR Clause 52.228-5, Insurance Work on a Government Installation.

4.4 Post Award Meetings

4.4.1 Post Award Kick-off Meeting (PAK)

Prior to receiving Notice to Proceed (NTP), and within 21 calendar days of award, the Contractor shall meet with representatives of the Contracting Officer, installation and client. The project team shall develop a mutual understanding relative to the project scope of work, requirements, safety program, environmental permits, quality control procedures, and construction schedule. During the meeting, the Contractor must propose and gain acceptance for any critical path work activities requiring advance submittal and approval.

The Contractor's key personnel must attend the meeting. Key personnel includes the Project Manager, Superintendent/Site Safety and Health Officer, Construction Quality Control (QC) Manager and major subcontractors.

The PAK will be conducted virtually by phone conference and/or MS Teams.

4.4.2 Pre-Construction Meeting

Prior to construction or demolition, the Contractor shall meet with representatives of the Contracting Officer to discuss and develop mutual understanding relative to administration of the safety programs, environmental issues, safety of building occupants and surrounding area, hazardous materials, waste disposal, construction QC procedures, construction schedule, labor provisions, and other construction phase contract procedures.

The Contractor's key personnel must attend; this includes the Project Manager, Superintendent/Site Safety and Health Officer, Construction QC Manager and major subcontractors.

The pre-construction meeting will be conducted in person at MCBCP, CA.

4.5 Progress Schedules

The Contractor shall submit a Project Baseline Schedule prior to the PAK. The schedule must be in the form of a Bar Chart Schedule. The Project Baseline Schedule must include: definable features of work, submittals, government review periods, material and equipment delivery, all on-site installation, testing and acceptance, and close-out inspections.

The Contractor shall submit monthly schedule updates to the Contracting Officer. Updates will show actual activity progress and plans for completing remaining work. Schedule must be submitted electronically.

Contractor shall use the critical path method (CPM) to schedule and control project activities.

Project schedules must be prepared and maintained using Microsoft Project.

Contractor on-site, work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days. With the exception of the Contract Award and End Contract milestone activities, no activities must be open-ended; each activity must have predecessor and successor ties. Date/time constraint(s) and/or lags, other than those required by the contract, must not be allowed unless accepted by the Contracting Officer. The Contractor must include as the last activity in the contract schedule, a milestone activity titled "Contract Completion Date." The "Contract Completion Date" milestone must have a "Mandatory Finish" constraint equal to the contract completion date.

4.6 Request for Information Procedures

The Contractor must submit all Requests for Information (RFI) in writing to the Contracting Officer. No oral statement(s) by any person other than the Contracting Officer, will in any manner or degree modify or otherwise affect the terms of this contract.

4.7 Submittal Procedures

The Contractor shall prepare and submit all submittals as specified in the contract, or as requested by the Contracting Officer.

Review of submittals shall not be construed as permitting any departure from the contract requirements. The Contractor shall not proceed with construction work or procure products or materials described or shown in submittals until the submittal is reviewed and approved. Any work or activity undertaken prior to review shall be at the Contractor's risk. Should the Contracting Officer subsequently determine that the work or activity does not comply with the contract, the Contractor shall be responsible for all cost and time required to comply with the Contracting Officer's determination. The Contracting Officer shall have the right to order the Contractor to cease execution of work for which submittals have not been reviewed. The Government shall not be liable for any cost or delay incurred by the Contractor attributable to the proper exercise of this right.

The Contractor shall identify, in writing, all deviations or changes in resubmitted submittals. In the absence of such written notice, review of a resubmission shall not include or apply to such deviations or changes.

The Contractor shall submit to the Contracting Officer and the Contracting Officer’s Representative submittals as listed below using the transmittal form. The Contractor may choose to provide additional submittals to ensure compliance to contract requirements.

a. The Contractor shall submit for Government approval no later than 21 days after contract award:

Project Baseline Schedule Schedule of Values

b. The Contractor shall submit for Government surveillance no later than 21 days after contract award:

Performance/Payment Bonds Certificates of Insurance

c. The Contractor shall submit for Government approval no later than 30 days after contract award:

Quality Control Plan Site Specific Health and Safety Plan/Accident Prevention Plan Project Superintendent and QC Manager Resumes Waste Management Plan Submittal Register

d. The Contractor shall submit for Government surveillance within 10 days of mobilization.

Inventory List with Serial Numbers, Model Numbers, Quantities, Original Equipment Manufacturer (OEM) Information and Cage Codes

e. The Contractor shall submit the following list of submittals for Government approval:

Imported fill material specification sheets identifying the source and gradation if applicable.

Concrete mix design Concrete comprehensive strength test results Earthwork compaction reports Means and methods for accurate placement of cast-in-place concrete anchors.

Shop drawings for handrails, guardrails, metal stairs, windows, doors and canopy.

Specification sheets for lightning protection system components.

f. Submit for Government surveillance:

Container Lift Plan Ground System Test Plan UL Lightning Protection Inspection Certificate, Certified to NFPA 780.

Product data for paint and Polyurea Required test reports as specified in the IFC drawings attachments.

g. Submit for Government Approval within 30 days of final inspection:

Contractor acceptance procedures. Identify all tests required for government acceptance.

h. Submit for Government surveillance within seven (7) days of final inspection:

Contractor Acceptance Report Preventative Maintenance instructions for all equipment

i. Including, but not limited to, water intrusion prevention, Polyurea repair, paint repair, hardware fasteners, and Tandemlocs.

Commercial off-the-shelf (COTS) data sheets and manuals.

4.8 Government Inspection for Pre-fabricated Training Equipment

The Contractor shall coordinate an inspection of all pre-fabricated training equipment prior to delivering the equipment to the project site. The inspection must be conducted at the equipment vendor’s manufacturing plant. The Contractor must identify the inspection date on the project schedule, and must confirm the inspection date with the Government no later than 15 calendar days before the inspection is scheduled to occur.

4.9 Government Final Inspection and Acceptance

The Contractor shall conduct a Government Final Inspection (GFI) and Government Acceptance Test (GAT) using the approved acceptance procedures with Government representatives.

Two (2) electronic copies of all project documentation shall be delivered on DVD to the Government representatives at the GFI. After conducting the GFI, the Contractor shall conduct the New Equipment Training (NET). The Contractor shall provide all documentation and equipment necessary to provide training for up to 10 people. The NET must cover all equipment operation and maintenance requirements.

4.10 Record Drawings

The Contractor shall submit a complete set of redlines indicating all deviations to the Government Provided Drawings within seven (7) days of the final inspection. The deviations must be accomplished through the use of redlines on the design drawings. After all as-built conditions are recorded on the design drawings; a PDF file of the record drawings must be created.

4.11 Safety

The Contractor shall prepare a Site Specific Health and Safety Plan (SSHSP)/Accident Prevention Plan (APP) in accordance with EM-385-1-1, Safety and Health Requirements Manual.

The SSHSP/APP shall identify potentially hazardous operations and exposures, Activity Hazard Analysis (AHA), appropriate level of Personal Protective Equipment (PPE), appropriate safety training for personnel, medical evacuation plan, and prescribe appropriate protective measures for onsite workers, the surrounding communities, and the environment.

The Contractor shall contact Pendleton Range Control immediately upon the occurrence of any injury or emergency. The Contractor may be issued a long range, two-way radio to use as a primary means of communication with Range Control. The Contractor may also use (703) 784-5321 as a secondary line of communication. Dialing 911 from a cell phone will call out for emergency response outside of Pendleton jurisdiction, which will NOT be helpful and will only delay any medical and emergency assistance that is required.

Equipment shall not possess any exposed or hidden tripping, sharp, or impalement hazards.

Physical hazards shall be marked in accordance with ANSI Z53.1-79.

4.12 Quality Control

The Contractor shall establish and maintain a QC program as described herein.

4.12.1 Quality Control Plan

The Contractor shall submit a QC Plan for Government review and acceptance prior to the start of construction. Submit the QC Manager's resume for approval prior to all other administrative submittals with the exception of bonds and insurance. The QC plan must include the following:

a. Names, Qualifications, and Responsibilities: For each person in the QC organization.

b. Outside Organizations: Outside organizations, including architectural and consulting engineering firms including a description of the services these firms will provide.

c. List of Definable Features of Work (DFOW): A DFOW is a task, which is separate and distinct from other tasks, and has the same control requirements and work crews.

d. Special Instructions: Provide a list of Special Inspections, testing, approvals, certifications, observations, and quality assurance plans as prescribed in Chapter 17 of the IBC.

4.12.2 Quality Control Manager Qualifications

Appoint a Quality Control Manager responsible for the QC program. The Superintendent may serve as the Quality Control Manager on this project. The QC Manager must have a minimum five

(5) years of combined experience as a Project Superintendent, QC Manager, Inspector, Project Manager, Project Engineer, or Construction Manager on previous projects of similar size and complexity.

4.12.3 Quality Control Manager Responsibilities

a. Participate in the Post Award Kick-off and Progress Meetings.

b. Ensure that no work begins before submittals are approved as required by the QC Plan.

c. Immediately stop any work that does not comply with contract plans and specifications, and direct the removal and replacement of any defective work.

d. Prepare QC Reports.

e. Hold weekly QC meetings, Superintendent and Government technical team; participation must be suitable for the phase of work.

f. Ensure that safety inspections are performed. Attend weekly Toolbox meetings.

g. Maintain submittal log.

h. Maintain updated as-built drawings on site.

i. Maintain testing plan and log. Ensure that all testing is performed per contract.

j. Maintain deficiency log on site, noting date(s) deficiency identified, and date(s) corrected.

k. Perform Punch-out and Pre-final inspections, and participate in Final Inspections.

l. Ensure all deficiencies are corrected prior to the Final inspection.

m. Ensure that all required keys, operation and maintenance manuals, warranty certificates, and the As-built drawings are submitted to the Contracting Officer.

4.12.4 Three Phases of Quality Control

Use the Three Phases of Quality Control process consisting of:

1. Preparatory Phase: Review all applicable documents for compliance with all applicable laws, codes, regulations, and the requirements of the contract, including contract drawings and specifications. Determine requirements for testing and certification. Review submittal approvals for materials, equipment, shop drawings, and applicable methods of construction and installation. Include all Preparatory Phase items, and the Preparatory Phase Checklist in the QC Report.

2. Initial Phase: Observe and inspect the initial portion of the work performed under a DFOW to establish the quality of the workmanship, resolve conflicts in construction, ensure testing is done and certified as required, and check all work procedures to ascertain the work is in conformance with required safety requirements. Record and report nonconforming work and work of unacceptable quality, requiring correction or rework. Include all Initial Phase items, along with Initial Phase Checklist in the QC Report.

3. Follow-Up Phase: Occurs at the completion of each DFOW. Ensure the work is in compliance with contract requirements, quality of workmanship for all work is maintained, and all work performed meets safety requirements. Include all Follow-Up Phase items, including date inspected and/or date corrected in the QC Report.

4.12.5 Contractor Daily Production Report

Prepare Daily Production Reports on the forms provided for this purpose. Submit these reports to the Contracting Officer and Contracting Officer’s Representative on a weekly basis, by 12:00 PM EST on Friday. Reports must include:

a. Workers’ hours by classification, move-on and move-off of construction equipment furnished by the prime, subcontractor or the Government, and materials and equipment delivered to the site.

b. Safety meetings, checks and inspections.

c. Disposition of Construction Waste Material: Per Waste Management Plan and per

Environmental Protection Plan.

d. Summary of work completed.

e. Description of any incidents or issues that occurred on site

4.13 Temporary Facilities and Controls

4.13.1 Installation Operations

Installation operations and training activities will continue throughout the duration of the project.

The Contractor is responsible for minimizing impacts to operations and coordinating outages with the Contracting Officer a minimum of 14 calendar days before the outage is scheduled to occur.

Existing traffic patterns shall not be changed without approval of the Contracting Officer. The Contractor must request outages and/or traffic pattern changes for access roads a minimum of 14 calendar days before the outage/pattern change is scheduled to occur. Outages and pattern changes for access roads may or may not be approved by the Contacting Officer. The Contractor shall be required to provide traffic control for all changes.

4.13.2 Onsite Parking Restriction

Parking during construction will be at designated areas as dictated by the Government.

4.13.3 Contractor Work Site

All activity associated with this project including storage and staging must be confined within the area identified as staging. The Government may identify additional areas not within the specified Limit of disturbance (LOD) for material lay-down if requested by the Contractor. Government-owned material handling equipment, transportation equipment, or general tools will not be available for Contractor's use. Work area must be cleaned daily, and after completion of the work, removing all loose debris and disposing of all non-permanent materials will be completed in accordance with the Contractor's Waste Management Plan.

a. Temporary Facilities: Provide and maintain suitable sanitary facilities within the construction limits of the contract. Dispose of sanitary waste in accordance with the applicable laws and local regulations.

b. Contractor-Furnished Equipment: Prior to and during the life of the contract, equipment is subject to the inspection and approval of the Contracting Officer. All equipment and vehicles must display readily-visible Contractor identification markings. Relocate any stored Contractor equipment, which may interfere with operations of the Government or with others on-site.

c. Contractor-Furnished Material: Protect and secure products stored at this site.

4.13.4 Temporary Utilities

a. The Government may provide access to non-potable water and power in reasonable quantities.

b. All labor, material, and equipment necessary to affect temporary utility tie-ins, including fire hydrants and transformers if necessary, shall be at the expense of the Contractor and under the surveillance of the Contracting Officer.

c. The Contractor shall be responsible for any damages to Government, private or public facilities and property resulting from the installation and/or removal of these temporary utility tie-ins. Corrections and repairs shall be made at the Contractor's expense.

4.14 Temporary Environmental Controls

4.14.1 Unforeseen Hazardous Conditions

The Contractor shall not disturb hazardous materials and will report immediately to the Contracting Officer if potentially hazardous conditions are uncovered. This includes hazardous components and materials and contamination. (See UFC 3-810-01N, Navy and Marine Corps Environmental Engineering for Facility Construction for more information.) And immediately report conditions that are not only hazardous to humans but wildlife, marine life and the environment. Stop work in the area of the questionable material(s) or condition(s) until identification and direction is provided.

4.14.2 Environmental Protection Requirements

The Contractor shall comply with all state and local regulations.

4.15 Waste Management and Disposal

Excavated material that is not used as backfill for this project shall remain on site. No soil shall be moved or disposed of off-site. The Contractor shall be responsible for stockpiling and/or spreading and grading all excess cut material within an area specified by MCBCP. The area designated by MCBCP for placement of excess material is expected to be within a 500-foot radius of the project site.

5 INSTALLATION REQUIREMENTS

5.1 Existing Site Conditions

The Range MFA7 project site is located at MCBCP and is accessible via dirt access roads. The site is at the terminus of a ridge in “badland” topography with steep slopes flanking the west, south, and east. The site no longer contains any improvements, with the exception of a demolished foundation of a previous prefabricated structure. The location of the project site is in Section J, Attachment 1.

The Range 800 project site is also located at MCBCP and is accessible via dirt access roads. The site is at a relatively flat top of a moderate hill, adjacent a linear bedrock outcropping. The location of the project site is in Section J, Attachment 1.

Grades at the Range MFA7 project site are relatively flat ranging from Elevation (EL). 1551 feet in the southern portion to EL. 1548 feet in the northern portion. Grades at the Range 800 project site are relatively flat ranging from EL. 2284 feet in the southern portion to EL. 2280 feet in the northern portion. Subsurface exploration and testing was conducted for this project. The Geotechnical Report is available in Section J Attachment 4.

Jurisdictional tidal and non-tidal wetlands are not present on the project site.

5.2 Site Preparation

The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, and supervision necessary to complete all site preparation features of work to include site clearing, earthwork, grading, compaction, concrete foundation and other site improvements as specified on the IIFC set of drawings completed by Corona Division for the MCBCP, CA; Range MFA7 and Range 800 Observation Tower Project.

5.2.1 Site Clearing

The Contractor shall limit any site disturbance and clearing activities to the areas identified in the grading plan. Any removed material that is not used as backfill shall be spread on the jobsite in locations directed by the Government.

5.2.2 Earthwork and Site Grading

The Contractor shall complete all earthwork and grading necessary to meet final grade elevations indicated in the final design drawings. Earthwork and site grading activities shall not commence until erosion control measures have been installed and approved by the Government. Grades adjacent to existing and new pavements shall be adjusted as necessary to assure a smooth and fit continuous grade. If areas are disturbed beyond proposed grades, complete any re-grading or repairs necessary to match original existing grades.

Engineered fill materials should be placed in horizontal lifts not exceeding eight (8) inches in loose thickness, moisture conditioned to at least two percent above the optimum moisture content and compacted to a minimum of 90 percent per ASTM D1557 test procedures.

The Contractor shall provide and install all approved fill material required to meet the final grades in excess of those resulting from excavations from Government property. Dust shall be controlled using best management practices to the greatest extent possible and within any Government and base regulations.

5.2.3 Foundation Preparation and Aggregate Base

The Contractor shall provide and install aggregate base material at the minimum thickness specified for all concrete footings and concrete foundation as indicated on the IFC drawings. All subgrade and base course material shall be inspected and approved by the Government prior to the Contractor placing any concrete.

5.2.4 Concrete Foundation

The Contractor shall construct the reinforced concrete foundation to include the turndown slab-on-grade as indicated on the IFC drawings. All concrete must be constructed in accordance with American Concrete Institute (ACI) 301. Concrete must have a 28-day minimum compressive strength of 3,500 Pounds per Square Inch (PSI). Slump must be between 2 and 4 inches in accordance with ASTM C143. Steel reinforcement must be Grade 60 and must be placed in accordance with ACI 315.

5.3 Equipment Installation

The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, and supervision necessary to erect and install the structures as specified on the IFC set of drawings completed by Corona Division for the MCBCP, CA; Range MFA7 and Range 800 Observation Tower Project. The Contractor must follow the twistlock manufacturer’s recommendations for anchoring the structure onto the steel base plates embedded into the concrete connecting all containers to act as a single system.

6 EQUIPMENT REQUIREMENTS

6.1 Equipment

The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, and supervision necessary to meet the requirements identified for all features of work associated with the structure as specified on the IFC set of drawings completed by Corona Division for the MCBCP, CA; Range MFA7 and Range 800 Observation Tower Project.

6.2 Quality/Durability

The complete structure shall be:

Repairable under normal circumstances with no special tooling.

Anchored or tied down for wind load and safety precautions as required.

Able to withstand outside elements to include direct sunlight without fading.

Ultraviolet (UV), Fire, Mildew and Mold resistant.

Metals shall be corrosion-resistant, coated, or metallurgy processed to resist corrosion.

The environmental conditions to which the equipment is exposed shall not cause corrosion or deterioration of metal parts.

6.3 Exterior Enclosure

6.3.1 Exterior Coatings

The Contractor shall apply coating to all exterior surfaces. The following structure items shall be excluded from the coating process: aluminum stairwells and handrails, fiberglass window frames, lightning protection systems, bonding connections, door hardware, roll up doors, and locking mechanisms. Exterior surfaces shall have a minimum of 40 mils of 100% Polyurea coating to protect the structures and surfaces from corrosion. Polyurea coating shall be VersaFlex (VF) 50- DM Polyurea, or approved equivalent.

The exterior coating color of the structure shall be Benjamin Moore brand paint, color code 2148- 30 Military Tan, or approved equivalent paint color and quality. The Contractor shall ensure all surfaces are clean, free of rust and prepared in accordance with manufacturer’s recommendations.

Coatings shall be applied by a certified coating installer prior to delivery and installation with minor touchup onsite as required.

The Contractor shall paint the exterior of the roll up door. Roll up door shall have one (1) coat of acrylic primer with a minimum dry film thickness of 3 mils followed by two (2) coats of zero Volatile Organic Compounds (VOC) acrylic paint with a minimum dry film thickness of 3 mils.

The interior of the structure shall be painted with Benjamin Moore brand paint, color code 2148- 30 Military Tan, or approved equivalent paint color and quality.

6.3.2 Window Frames and Sliding Windows

The Contractor shall provide the container structural window openings specified on the IFC drawings. Container structural window frames shall be sized as shown on IFC drawings, welded into the container walls. Container structural window framing shall be non-corroding, G60 galvanized coating in accordance with ASTM A 653/A 653M. Sliding glass windows shall be installed in the container structural window framing. The windows shall be double pane windows equipped with removable screens and non-corrosive, fiberglass or equivalent window frames.

Window frames shall be tan or off-white color. Weather-protect all window frames and related construction with low infiltration weather-stripping and sealants. Window frames shall have a small awning along the top of the exterior side of framing to prevent/protect against water intrusion. Refer to IFC drawings for awning framing details.

6.3.3 Doors and Door Frames

The Contractor shall provide the standard door and roll-up door openings specified on the IFC drawings. Door frames shall have welded corners. Exterior doors and frames shall be non-corroding G60 galvanized coating in accordance with ASTM A 653/A 653M. Provide kick plates on the outside face of all standard exterior doors. Weather-protect all exterior doors and related construction with low infiltration weather-stripping and sealants. Provide threshold with offset to stop water penetration under standard doors while maintaining accessibility compliance. Provide steel grate under roll-up door to allow water to pass through the exterior container floor onto the foundation. Refer to roll-up door frame details in the IFC drawings for steel grate details. All standard exterior doors shall open inward.

Hardware shall be new, commercial grade, corrosion resistant and suitable for the operational requirements. All exterior doors shall have locks requiring a key to get into the structure from the outside. A single master key shall be able to open all standard doors at the site. The roll-up door may require a different style key.

6.3.4 Roof

The Contractor shall provide a watertight roof system for the structure as specified in the IFC drawings. The installed roof system shall be free of defects in materials and workmanship; free of damage, including blisters, delamination, cuts, scratches, abrasions, and patchwork; provide for positive drainage of the roof surface area and be suitable for the climatic and service conditions of the installation.

The roof system shall be framed as specified on the IFC drawings and shall include 1/8” thick diamond plate panels to create a walkable slip resistant surface. The diamond plating shall be coated with a minimum 40 mil thick layer of non-slip VF 50-DM Polyurea, or approved equivalent, to cover the reflective surface.

6.3.5 Roof Safety Railing

The Contractor shall provide roof safety railing as specified on the IFC drawings. Roof safety railing system shall have top rail at 3’6” above finished roof floor. Handrails shall be in accordance with OSHA requirements set forth in 29 Code of Federal Regulations (CFR) 1910. These handrails shall be designed to withstand a 500-pound concentrated load applied in any direction to the top rail. The OEM Contractor shall provide written certification that the railings meet the requirements identified here.

Sheet metal perimeter and flashing components shall be designed, attached, and installed to provide for wind resistance equivalent to or greater than that required for the roof membrane system, and in accordance with Factory Mutal (FM), National Roofing Contractors Association (NRCA), or other applicable industry standard recommendations. All sheet metal perimeter and flashing components shall be coated with Polyurea.

6.3.6 Roof Canopy

The Contractor shall provide a roof canopy as specified on the IFC drawings. The roof canopy shall cover the roof surface. The canopy shall be angled so that water falls toward the back of the structure, away from the observation impact area. The stairs do not need to be covered by the canopy. The 10’ of the roof that is not covered by the canopy will allow for people standing on the roof to choose whether they want to be in the shade or in the sun.

6.4 Interior Construction

6.4.1 Interior Paint

The Contractor shall paint all interior surfaces of the structure to include walls, ceilings and doors.

The Contractor shall exclude window frames from interior paint requirements. All interior surfaces shall have one coat of acrylic primer with a minimum dry film thickness of 3 mils followed by two

(2) coats of zero VOC acrylic paint with a minimum dry film thickness of 3 mils. The interior of the structure shall be painted with Benjamin Moore brand paint, color code 2148-30 Military Tan, or approved equivalent paint color and quality.

6.4.2 Interior Flooring

The Contractor shall seal the interior wooden floors with polyurethane. The polyurethane coating shall consist of three (3) coats, shall be clear, matte, slip-resistant, and oil-based.

6.5 Electrical

The Contractor shall provide a grounding, and lightning protection system, including accessories and devices as necessary and required for a complete and usable system. All work must be provided as specified on the IFC set of drawings completed by Corona Division for the MCBCP, CA; Range MFA7 and Range 800 Observation Tower Project.

The electrical shall comply with the NFPA 70 National Electrical Code 2020 Edition and NFPA 780 Standard for the Installation of Lightning Protection Systems and the IFC drawings.

6.5.1 Grounding Systems

The Contractor shall provide a complete grounding system as specified on the IFC drawings.

Provide a complete lightning protection system in accordance with the design drawings and UFC 3-575-01, Lightning and Static Electricity Protection System, with a Underwriters Laboratory (UL) Lightning Protection Inspection Certificate certified to NFPA 780. The system must include required strike termination devices, conductors, ground terminals, interconnecting conductors, surge protective devices and other connectors and fittings required for a complete and usable system. Lightning protection system connections shall be bare metal to metal.