Attachment 1 - Specifications.pdf

PROJECT #CP1038168 DATE: 7 December 2020

DEPARTMENT OF THE AIR FORCE

SPECIAL OPERATIONS COMMAND

1 SPECIAL OPERATIONS WING

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY

BUILDING 90131

100% SUBMITTAL

HURLBURT FIELD, FLORIDA

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131 CP1039168

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 29.00 10 PROTECTIVE DISTRIBUTION SYSTEM (PDS) FOR SIPRNET

COMMUNICATION SYSTEMS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

APPENDICES

A GEOTECHNICAL ENGINEERING REPORT

-- End of Project Table of Contents --

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 REFERENCES

INTELLIGENCE COMMUNITY STANDARD (ICS)

IC Tech Spec - for ICD/ICS 705 (2017) Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities VERSION 1.4 IC Tech Spec - for ICD/ICS 705

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the following and incidental related work.

a. Civil: The Civil site work consists of an 8' tall chain link fence with single barbed wire and privacy screen will surround the MCGS's. There will be two turnstiles, a 16' wide chain link swing gate and 5 removable bollards and 3 permanent bollards. Government provided and Contractor installed Jersey Barriers will surround the remaining perimeter.

b. Structural: Project includes the addition of a new pre-engineered metal building structure bearing on a shallow foundation system. The metal building system has approximate dimensions of 33'-0" x 90'-0". This new mono-slope canopy has a roof slope of 1-1/2" per 1'-0" and has an approximate eave height of 12'-0". The foundation system shall consist of a 6" reinforced concrete slab with isolated concrete pilasters bearing on spread foundations. The new slab shall be doweled into the existing slab prior to placement.

c. Architecture: Provide an approximately 2,800SF open-air/Pre-engineered metal building shade structure to accommodate five self-contained and occupied equipment trailers. This shade structure will include a structural standing seam metal roof, and bird netting below. Provide gutters and downspouts that will discharge onto existing hard surface.

d. Electrical: A new 208V, 3 phase electrical service shall be installed to serve the new GCS equipment. The primary electrical system will be extended from an existing pad mount transformer nearby. The new service equipment will also include an emergency backup generator and ATS. New LED lighting will be provided under the canopy and around the perimeter for security. PDS infrastructure shall be installed from the Secure Server Room inside Building 90131 to the new GCS area for GFGI low voltage cabling. PDS will be installed exterior of the building.

All work in secure areas shall comply with IC Tech Spec - for ICD/ICS 705.

1.2.2 Location

The work is located at Building 90131, approximately as indicated. The

SECTION 01 11 00 Page 1 exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Digging permits must be submitted at least 2 weeks prior to excavating.

Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52.245-1, Government Property", the Government will furnish the following materials and equipment for installation by the Contractor:

DESCRIPTION QUANTITY

Jersey Barriers as indicated on Sheets A101 and C201

14*

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary.

1.5.1 Delivery Schedule

Notify the Contracting Officer in writing at least 21 calendar days in advance of the date on which the materials and equipment are required. Pick up materials and equipment no later than 30 calendar days after such date.

1.5.2 Delivery Location

The materials and equipment are located on Base. Exact location for pick up will be provided by the Contracting Officer Representative.

1.6 GOVERNMENT-INSTALLED WORK

Five (5) Leidos Mobile Ground Control Stations (MGCS) will be installed under this project. MGCS's shall be provided and installed by the Government. Contractor shall provide all utilities required for installation of the MGCS's.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the

SECTION 01 11 00 Page 2 property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the base perimeter.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Base Regulations

Ensure that Contractor personnel employed on the Base become familiar with and obey Base regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification. Any work done or workers present inside the secure area of Building 90131 must be coordinated in advance with the site security manager. Any time workers are present inside the secure area they must follow established security procedures to include restrictions on any electronic items and be under escort at all times.

1.1.1.1 Identification Badges and Installation Access

Application for and use of badges will be as directed by the Contracting Officer. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.1.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.1.2 Working Hours

Regular working hours must consist of a period between 7 a.m. and 4:00 p.m., Monday through Friday, excluding Government holidays.

1.1.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 72 hours prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.1.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or

SECTION 01 14 00 Page 1 on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and other major utilities are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

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PART 3 EXECUTION

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SECTION 01 14 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

CONTRACT PROGRESS SCHEDULE/REPORT; G

1.3 CONTRACT PROGRESS SCHEDULE/REPORT

A Contract Progress Schedule must be submitted no later than 5 (five) calendar days after issuance of the Notice to Proceed. If disapproved, the contractor shall resubmit the revised Contract Progress Schedule within 2 days of the date of disapproval. No construction work shall start without an approved Contract Progress Schedule. The Contract Progress Schedule shall show percentages for each activity with a total of exactly 100% for all activities. Activities shall include submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. Closeout activities such as submittal of as-built drawings, record drawings, O&M manuals, and warranties shall be assigned a value of 3%. This 3% will be withheld from final payment until government approval of all close-out submittals.

Contract Progress Reports, utilizing the Contract Progress Schedule, shall be submitted weekly.

1.4 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage during the entire period of performance under this contract. Provide other insurance coverage as required by law.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on

SECTION 01 30 00 Page 1 the job-site at all times during the performance of contract work.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 5 years experience in construction with at least 2 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance, to include successful completion of the OSHA 10-hour Training Course within the past 3 years. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.5.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time, for excess costs or damages by the Contractor.

1.6 PRECONSTRUCTION

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

SECTION 01 30 00 Page 2

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

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PART 3 EXECUTION

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SECTION 01 30 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction.

Certificates of insurance

Surety bonds

Construction progress schedule

Submittal register

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color

SECTION 01 33 00 Page 1 samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on a sample taken from the job site, on a portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS) concerning impedances, hazards and safety precautions.

SECTION 01 33 00 Page 2

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Government approval is required for the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

Utilize the electronic Adobe PDF version of the Air Force Form 3000

SECTION 01 33 00 Page 3

Material Approval Submittal available on the Air Force E-Publishing web page. Use separate forms for different engineering disciplines.

1.4.2 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will be provided to the Contractor. These drawings may only be provided after award.

1.4.2.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.4.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Provide electronic documents through the electronic file sharing system directed by the Contracting Officer. DO NOT E-MAIL SUBMITTALS.

When required, provide hard copies of submittals when requested by the Contracting Officer. Up to 2 additional hard copies of any submittal may

SECTION 01 33 00 Page 4 be requested at the discretion of the Contracting Officer, at no additional cost to the Government.

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of Samples SD-04 Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

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1.8 VARIATIONS

Variations from contract requirements require Government approval and will be considered where advantageous to Government.

1.8.1 Considering Variations

Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to the Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Except as specified otherwise, allow government review period, beginning with the receipt by approving authority, that includes at least 20 working days for Contracting Officer approval. For submittals requiring review by fire protection engineer, allow government review period, beginning with the receipt by approving authority, that includes 30 working days for Contracting Officer approval. .

d. Period of review for each resubmittal is the same as for initial submittal. Additional contract performance time will not be given for disapproved submittals.

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

SECTION 01 33 00 Page 6

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals.

1.10.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.11 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal

SECTION 01 33 00 Page 7

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.13 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

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SECTION 01 33 00 Page 8

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 13 PAGES

CP1039168

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

01 30 00 SD-01 Preconstruction Submittals

1.3 GCONTRACT PROGRESS

SCHEDULE/REPORT

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 35 26 SD-06 Test Reports

1.6.1Mishap Notification 1.6.2Accident Reports

SD-07 Certificates

1.4.1.1 GConfined Space Entry Plan

1.7.1Hot Work Permit

01 50 00 SD-01 Preconstruction Submittals 1.3Construction Site Plan

3.4.1 GTraffic Control Plan

SD-06 Test Reports

1.4 GBackflow Preventer Tests

01 57 19 SD-01 Preconstruction Submittals

1.5.1 GRegulatory Notifications

1.6 GEnvironmental Protection Plan

3.2.1.2 GStormwater Notice of Intent

3.2.1.1 GStormwater Pollution Prevention

Plan (SWPPP)

3.7.5.1.2 GDewatering Permit

SD-06 Test Reports

3.7.1.1 GSolid Waste Management Report

SD-11 Closeout Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

01 57 19 3.2.1.4 GStormwater Pollution Prevention Plan Compliance Notebook

3.2.1.5 GStormwater Notice of Termination

3.7.1.1 GSolid Waste Management Report

1.5.1 GRegulatory Notifications

3.20 GCertification of No

Asbestos/Lead-based Paint/PCB Letter

01 78 00 SD-03 Product Data

1.4.1 GWarranty Management Plan

SD-08 Manufacturer’s Instructions Instructions

SD-10 Operation and Maintenance Data

3.3Operation and Maintenance Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.2 GRecord Drawings

01 78 23 SD-10 Operation and Maintenance Data

3.1.1 GTraining Content

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.5 GQuality Control Plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

03 30 00 1.6.6 GQuality Control Personnel Certifications

1.6.6Quality Control Organizational Chart

1.6.8 GLaboratory Accreditation

SD-02 Shop Drawings

1.6.2.1 GReinforcing Steel

SD-03 Product Data

2.2.5Joint Sealants 2.2.4Joint Filler 2.1.1Cementitious Materials 2.2.6Vapor Retarder 2.2.1Concrete Curing Materials 2.4Reinforcement 2.1.4Admixtures 1.6.3.2Pumping Concrete 1.6.3.3Finishing Plan 2.2.2Nonshrink Grout

SD-05 Design Data

1.6.1.1 GConcrete Mix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.4.1Fly Ash 1.6.4.1Pozzolan 1.6.4.2Slag Cement 1.6.4.3Aggregates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

03 30 00 3.11.2.3 GCompressive Strength Tests 3.11.2.4Air Content 3.11.2.1Slump Tests 2.1.2Water

SD-07 Certificates 2.4.1Reinforcing Bars 1.6.3.4Safety Data Sheets 1.6.6.2Field Testing Technician and

Testing Agency SD-08 Manufacturer’s Instructions

2.2.3.1Liquid Chemical Floor Hardeners and Sealers

2.2.5Joint Sealants 2.2.1Curing Compound

13 34 19 SD-01 Preconstruction Submittals

1.6.3 GManufacturer's Qualifications

SD-02 Shop Drawings

1.6.1 GDetail Drawings

1.2.6 GErection Plan

SD-03 Product Data

1.6.1 GManufacturer's Catalog Data

SD-04 Samples

2.1.4 GCoil Stock

1.6.1 GRoof Panels

2.5.2 GFasteners

2.7.1 GMetal Closure Strips

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

13 34 19 2.4.2 GManufacturer's Color Charts and Chips

SD-05 Design Data

1.6.1 GManufacturer's Descriptive and

Technical Literature

1.6.1 GManufacturer's Building Design

Analysis

1.6.1 GLateral Force Calculations

SD-06 Test Reports

1.6.1 GTest Reports

1.6.1 GCoatings and Base Metals

1.6.1 GFactory Color Finish Performance

Requirements SD-07 Certificates

1.6.1 GSystem Components

1.6.1 GCoil Stock Certificates

1.6.1 GAluminized Steel Repair Paint

1.6.1 GGalvanizing Repair Paint

1.6.1 GEnamel Repair Paint

1.6.1 GQualification of Manufacturer

1.6.1 GQualification of Erector

SD-08 Manufacturer’s Instructions

1.6.2 GInstallation of Roof and Wall

panels

1.7 GShipping, Handling, and Storage

SD-11 Closeout Submittals

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SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

13 34 19 3.9.1 GManufacturer's Warranty

3.9.2 GContractor's Warranty for

Installation 26 20 00 SD-02 Shop Drawings

2.10 GPanelboards

SD-03 Product Data

2.9 GReceptacles

2.10.3 GCircuit breakers

2.8 GSwitches

2.12 GManual motor starters

2.19 GSurge protective devices

SD-06 Test Reports

3.5.2 G600-volt wiring test

3.5.4 GGrounding system test

3.5.3 GGround-fault receptacle test

SD-10 Operation and Maintenance Data

1.5.1 GElectrical Systems

26 24 13 SD-02 Shop Drawings

1.4.2 GSwitchboard Drawings

SD-03 Product Data

2.2 GSwitchboard

SD-06 Test Reports

2.5.2 GSwitchboard Design Tests

2.5.3 GSwitchboard Production Tests

3.5.1 GAcceptance Checks and Tests

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

26 24 13 SD-07 Certificates

2.5.4 GCybersecurity Equipment

Certification

3.5.1.7 GCybersecurity Installation

Certification SD-10 Operation and Maintenance Data

1.5.1 GSwitchboard Operation and

Maintenance

SD-11 Closeout Submittals

1.5.2 GAssembled Operation and

Maintenance Manuals

2.5.1 GEquipment Test Schedule

2.7 GService Entrance Available Fault

Current Label 26 32 15.00 10 SD-02 Shop Drawings

1.3.7 GDetailed Drawings

3.9 GAcceptance

SD-03 Product Data 2.1.8Harmonic Requirements 2.1.1Engine-Generator Parameter

Schedule 2.8.2Heat Exchanger 2.15Generator 2.5Manufacturer's Catalog 1.3.2Site Welding

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

26 32 15.00 10 1.5Spare Parts 3.6Onsite Training 2.1.7Vibration-Isolation

3.8 GPosted Data and Instructions

1.3.5Experience 1.3.6Field Engineer 3.2General Installation

SD-05 Design Data 2.15Performance Criteria

2.9 GSound Limitations

2.6.4Integral Main Fuel Storage Tank 3.5.1.2Power Factor 2.19.5Time-Delay on Alarms 2.13.3.2Battery Charger

SD-06 Test Reports 2.25Factory Inspection and Tests 2.25.2Factory Tests

3.5 GOnsite Inspection and Tests

SD-07 Certificates 2.8Cooling System 2.8Cooling System 2.1.7Vibration Isolation 2.25.2Prototype Test 2.1.5Reliability and Durability 2.12Emissions 2.9Sound Limitations

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

26 32 15.00 10 3.1Site Visit 2.15.1Current Balance 2.4Materials and Equipment 3.5.3Inspections

SD-10 Operation and Maintenance Data

3.6 GOperation and Maintenance

Manuals

3.6 GMaintenance Procedures

2.14Special Tools 2.7.2Filters

26 36 00.00 10 SD-02 Shop Drawings 1.3.1Detail Drawings 2.1Equipment 3.1Installation

SD-03 Product Data 2.1Equipment

SD-06 Test Reports

2.6 GTesting

SD-07 Certificates 2.1Equipment 1.3.2Switching Equipment

SD-10 Operation and Maintenance Data

1.3.2 GSwitching Equipment

3.2 GInstructions

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

26 41 00 SD-02 Shop Drawings

1.4.1.1 GOverall lightning protection

system

1.4.1.2 GEach major component

SD-06 Test Reports

1.4.3 GLightning Protection and

Grounding System Test Plan

3.4.1 GLightning Protection and

Grounding System Test SD-07 Certificates

1.2.3 GLightning Protection System

Installers Documentation

1.4.2 GComponent UL Listed and

Labeled

1.4.4 GLightning protection system

inspection certificate

3.1.1 GRoof manufacturer's warranty

26 56 00 SD-01 Preconstruction Submittals

1.5.2 GPhotometric Plan

1.6.1 GLED Luminaire Warranty

SD-02 Shop Drawings

1.5.1.1 GLuminaire Drawings

SD-03 Product Data

2.2 GLED, Luminaires

2.2 SEnergy Star Label for LED

Luminaire Product

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SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

26 56 00 2.2.2 GLuminaire Light Sources

2.2.3 GLuminaire Power Supply Units

(Drivers) SD-05 Design Data

1.5.3 GDesign Data for Luminaires

SD-06 Test Reports

1.5.4 GLED Luminaire - IES LM-79 Test

Report

1.5.5 GLED Light Source - IES LM-80

Test Report

3.2Operating Test SD-07 Certificates

1.6.1 GLuminaire Useful Life Certificate

27 05 29.00 10 SD-02 Shop Drawings

1.3.3 GPDS Design

1.3.4 GPDS Design Technical Review

1.3.5 GPDS Design Approval

2.1.1.5Pull Boxes 2.1.1.3Fittings

SD-03 Product Data 1.5.3PDS Hardened Carrier

SD-11 Closeout Submittals 3.3.2.1User Drop Box 3.3.2.2Other Enclosures

32 31 13 SD-02 Shop Drawings

2.1 GFence Assembly

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

32 31 13 3.2.2.1 GLocation of Gate, Corner, End, and Pull Posts

2.1 GGate Assembly

2.2.14 GGate Hardware and Accessories

Part 3 GErection/Installation Drawings

SD-03 Product Data

2.1 GFence Assembly

2.1 GGate Assembly

2.2.14 GGate Hardware and Accessories

2.2.14 GGate Hardware and Accessories

2.3.1 GZinc Coating

2.2.1 GFabric

2.3.3 GConcrete

2.2.2 GPosts

2.2.2 GBraces

2.2.3 GLine Posts

2.2.5 GSleeves

2.2.6 GTop Rail

2.2.7 GBottom Rail

2.3.2 GTension Wire

2.2.9 GStretcher Bars

2.2.12 GGate Posts

2.2.17 GPadlocks

2.2.16 GWire Ties

SD-08 Manufacturer’s Instructions 2.1Hardware Assembly

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 13 PAGES

SOF CONSTRUCT 65 SOS INFRASTRUCTURE AND SECURITY, BLDG. 90131

32 31 13 2.1Accessories 33 71 02 SD-03 Product Data

2.2Medium voltage cable 2.4Medium voltage cable joints 2.3Medium voltage cable terminations 2.5Live end caps

SD-06 Test Reports 2.10.2Medium voltage cable qualification and production tests 3.15.1Field Acceptance Checks and

Tests 2.10.1Arc-proofing test 3.3Cable Installation Plan and

Procedure SD-07 Certificates

1.5.1Cable splicer/terminator 1.5.2Cable Installer Qualifications

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SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 150/5300-13 (2012; Rev A; Change 1 2014; Errata 2016;

Errata 2 2017; Errata 3 2018) Airport Design

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

1.2 DEFINITIONS

1.2.1 Landing Areas

"Landing Areas" means:

a. The primary surfaces, comprising the surface of the runway, runway shoulders, and lateral safety zones.