N4019220R1300_Amendment 0003_Encl (3)_Specification and Drawing Replacement Sheets_22JUL2020.pdf

FY21 Special Project RM 14-1420 Repair Lima Wharf

Naval Base Guam

1383711

AMENDMENT 22 JUL 2020

SPECIFICATION REPLACEMENT SHEETS

SECTION 01 14 00 – WORK RESTRICTIONS

FY21 Special Project RM 14-1420 Repair Lima Wharf 1383711

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

"State" when used in reference to states of the United States also includes the Territory of Guam.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

PSB Relocation Plan; G

As-built Survey Plan; G

Wharf Capacity Report; G

SD-02 Shop Drawings

As-built Survey; G

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. A separate Environmental Contractor will be responsible for coral mitigation and relocation of live corals within the project footprint.

In-water construction activities will not be permitted to commence until the Environmental Contractor has completed coral mitigation and demobilized. The Environmental Contractor is anticipated to demobilize within 8 months following award of this project.

c. In-water construction activities (dredging and pile driving) must cease during the primary coral spawning events each year. Coral spawning seasons typically occur between 7 days prior to and 14 days following the full moon in the months of May (Soft Corals) and July (Hard Corals). Coordinate with the Contracting Officer 30 days prior

SECTION 01 14 00 Page 1 Amendment 22 JUL 2020 to the full moon in the referenced months for exact coral spawning dates.

d. The Port Security Barrier (PSB) at the entrance to Inner Harbor must remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity. Up to 20 vessels enter and exit inner Apra Harbor thru the PSB each day.

These consist of 5-14 larger vessels (such as T-AKE) and 6-12 smaller vessels (tug size). A 100 yard standoff distance is required for escorted vessels traveling through the harbor channel. Perform work in a manner that maintains 100 yard standoff distances from vessels entering inner Apra Harbor at all times to minimize disruptions to work. Vessels entering Apra Harbor may leave a wake.

e. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

f. The Government will be responsible for obtaining the project-specific MEC ESS annex for in-water intrusive activities. In-water construction activities will not be permitted to commence until the Government has completed the project-specific Munitions Response Explosive Safety Submission (MRESS) annex. The project-specific MRESS for in-water intrusive activities is anticipated to be available within 8 months following award of this project.

g. The Government will be responsible for obtaining the Clean Water Act in-water permit. In-water construction activities will not be permitted to commence until the Government has obtained the Clean Water Act in-water permit. The Clean Water Act in-water permit is anticipated to be available within 8 months following award of this project.

h. Construction requirements for Lima Wharf may require adjustment due to existing field conditions. Locations of existing sheet pile deadman, existing tie-rods, crane rail tie beams, and crane rail support piles (including locations of batter piles) require confirmation. Failure to confirm these locations could lead to schedule delays. Submit an As-built Survey Plan describing methods for performing the survey of buried structures including but not limited to, protection of existing structures, excavation, means of locating existing structures, proposed survey points, and equipment planned for the performance of this work. As-built survey of the existing buried structures must be performed at the earliest opportunity and prior to installation of ground improvements or land-side pile driving. Submit the As-built survey to the Contracting Officer for approval.

i. Construction activities must be completed from the South to the North.

All construction activities within Mike and November Wharves or within 100 feet of the corner Mike and Lima Wharves must be coordinated with the Contracting Officer to avoid conflicts with adjacent construction activities. The BOW line that traverses through Mike and November Wharves must be constructed after ground improvements within work areas at Mike and November Wharves have been completed .

1.4 LIMA WHARF CAPACITY

Lima Wharf is beyond its serviceable life and has experienced loss of

SECTION 01 14 00 Page 2 capacity due to deterioration from corrosion. The FY13 RM09-0121 Wharf Condition Survey Report dated October 2013 and Waterfront Facilities Inspections and Assessments At Navbase Guam, Santa Rita, Guam dated May 2, 2016 report varying loss of section across the bulkhead with occasional holes, failed moorings, and deteriorated utilities. A copy of the Wharf Condition Survey Report is available upon request. Evaluate the capacity of the wharf to evaluate and select appropriate means and methods for construction. Perform additional surveys and structural analysis accounting for the existing conditions as necessary to support this evaluation. Submit a Wharf Capacity Report documenting the results of any supplemental condition surveys and capacity analysis calculations.

Capacity analysis calculations of the existing wharf structure must account for the existing deterioration and demonstrate that the structure is adequate to support the anticipated construction loads. The Wharf Capacity Report must be stamped and signed by a registered engineer.

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. 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.

1.5.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.5.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.5.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

SECTION 01 14 00 Page 3

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.5.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.5.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.5.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.5.1.3 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

SECTION 01 14 00 Page 4 tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.5.2 Working Hours

Regular working hours must consist of an 8 1/2 hour hour period, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.5.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days 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.

1.5.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in 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, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 4 hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERAGE.

1.5.5 Port Security Barrier

The Port Security Barrier (PSB) at the entrance to Inner Apra Harbor must remain in operation during the entire construction period. The Contractor must conduct his construction activities so as to cause the least possible interference with normal operations of the activity. Should construction activities require modification of the PSB connection, temporary connection points must be provided. The temporary PSB connection must be

SECTION 01 14 00 Page 5 designed to handle a minimum 60,000 pound force in any direction.

Coordinate the temporary PSB connection point with the Contracting Officer.

Relocation of the PSB connection point may require extension of the PSB.

Extension of the PSB must use Government designed PSB units to extend the length of the barrier. Extension of the PSB by other means will not be approved. Submit the PSB relocation plan to the Contracting Officer a minimum of 154 calendar days ahead of the scheduled relocation date. At a minimum, the PSB relocation plan must include the following:

a. Drawings indicating PSB orientation and connection point;

b. Details of the relocated PSB connection;

c. Number of additional 50 foot long PSB units required.

d. Relocation phasing plan and schedule

e. Signed/sealed calculations that document the capacity of the temporary connection point

A 30 day approval period will be required after installation. Defects identified during the approval period will be required to be corrected and/or repaired at the Contractor’s expense.

At the completion of construction, turn over any additional PSB units procured for the project to the Navy.

Identify on the construction schedule tasks for PSB Temporary Relocation and PSB Permanent Restoration.

1.6 SECURITY REQUIREMENTS

1.6.1 Personnel List

Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social security number

f. Current pass expiration date

g. Naturalization or Alien Registration number

h. Passport number, place of issue, and expiration date

i. Guam Police clearance report for last six months

SECTION 01 14 00 Page 6

The request for personnel passes must be accompanied with the following certification:

"I hereby certify that all personnel on this list are either born U.S.

citizens, naturalized U.S. citizens with the naturalization number shown, or legal aliens with the alien registration number indicated."

Signature/Firm Name

1.6.1.1 Citizenship Requirements

Aliens will not be admitted to the work site without approval. Clearance for aliens may require approximately 20 work days for approval.

1.6.2 Vehicle List

Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:

a. Make

b. Year

c. Model

d. License number

e. Registered owner

1.6.3 Passes

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 calendar days.

1.6.3.1 Control

Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances.

If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 7

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 14 00 Page 8

SECTION 01 33 00 – SUBMITTAL PROCEDURES

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

N6274218D0001

FY21 Special Project RM 14-1420 Repair Lima Wharf

25 08 11.00 20 SD-01 Preconstruction Submittals

1.8.1 GAuthorization Strategy Plan

SD-05 Design Data

3.1.2.1 GControl System Security Controls

3.1.2.3 GSecurity Plan

3.1.2.4 GPorts, Protocols, And Services

Management Registration Form

SD-06 Test Reports

3.1.3.3 GACAS Vulnerability Reports

3.1.3.5 GSecurity Technical

Implementation Guide Checklists

3.1.3.4 GSCAP Report

3.1.3.7 GISSE Checklist (Step 3)

3.1.4.3 GISSE Checklist (Step 4)

SD-07 Certificates

1.7.1 GInformation Assurance Technical

Level II/Security +

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

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

SECTION 01 57 19.01 20 – SUPPLEMENTAL TEMPORARY

ENVIRONMENTAL CONTROLS

designated anchoring areas within the construction footprint (i.e., soft bottom) or within the area that will be permanently impacted.

All vessels should operate at "no wake/idle" speeds at all times while in water depths where the draft of the vessel provides less than a 2 m (6 ft.) clearance. All vessels should preferentially follow deep-water routes (e.g., marked channels) whenever possible. If operating in shallow water, all vessels should employ a dedicated "lookout" to assist the pilot with avoiding large coral colonies and other benthic organisms that might extend up from the bottom.

In-water construction activities that result in sediment/pollutant discharges (dredging and pile driving) must cease during the primary coral spawning events each year for hard (scleractinian) and soft (octocorallia) corals.

In-water construction activities (dredging and pile driving) must cease during the primary coral spawning events each year. Coral spawning seasons typically occur between 7 days prior to and 14 days following the full moon in the months of May (Soft Corals) and July (Hard Corals). Coordinate with the Contracting Officer 30 days prior to the full moon in the referenced months for exact coral spawning dates.

Construction related vessels will be restricted from Sasa Bay in outer Apra Harbor so as to reduce potential impacts to sea turtles and other protected marine or wildlife species.

Aboard dredge-related tug, barge or scow vessels at sea, must use the minimum lighting necessary to comply with navigation rules and best safety practices to help reduce potential impacts on protected species such as sea turtles.

No one on site or associated with this project must attempt to feed, touch, ride, or otherwise intentionally interact with any protected species.

All project-related materials and equipment placed in the water must be free of pollutants. The project manager and the heavy equipment operator must perform daily pre-work equipment inspections for cleanliness and leaks. All heavy equipment operations must be postponed or halted should a leak be detected, and must not proceed until the leak is repaired and equipment cleaned.

Fueling of construction project related vehicles and equipment must take place at least 150 feet away from the water, preferably over an impervious surface. With respect to construction equipment (e.g., dredging barges and other construction related vessels) that cannot be fueled out of the water, spill prevention booms must be employed to contain any potential spills. Any fuel spilled will be cleaned up immediately.

Turbidity and siltation from project related work will be minimized and contained through the appropriate use of effective silt containment devices and the curtailment of work during adverse tidal and weather conditions. Silt curtains will completely enclose dredging and pile driving operations to the maximum extent practicable, to maintain water quality and provide coral protection. If a visible plume is observed outside the silt curtains, construction activity will be suspended, evaluated, and corrective measures taken.

SECTION 01 57 19.01 20 Page 5

SECTION 02 41 00 – DEMOLITION AND

DECONSTRUCTION

deconstruction in the area has been completed and debris removed. Fill holes, open basements and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition and deconstruction, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition, deconstruction, and removal procedures, and authorization by the Contracting Officer to begin demolition and deconstruction. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

3.3.2 Reuse of Materials and Equipment

Remove and store materials and equipment as indicated to be reused or relocated to prevent damage, and reinstall as the work progresses.

3.3.2.1 Crane Rails

Existing crane rails must be removed, cleaned, and stored in a secure area for re-installation as the project progresses as indicated. Portions of the crane rails that exhibit more than 20% section loss due to corrosion will be considered corroded beyond reuse and must be replaced in-kind. The Contractor shall assume 200 lineal feet of rail are "corroded beyond reuse.". Rails sections to be reused must be cleaned of all rust, dirt, oil, and other foreign material prior to re-installation.

3.3.3 Salvaged Materials and Equipment

Remove materials and equipment that are listed in the Demolition Plan to be removed by the Contractor and that are to remain the property of the Government, and deliver to a storage site , as directed within 5 miles of the work site.

a. Salvage items and material to the maximum extent possible.

b. Store all materials salvaged for the Contractor as approved by the Contracting Officer and remove from Government property before completion of the contract. On site sales of salvaged material is prohibited.

c. Remove salvaged items to remain the property of the Government in a manner to prevent damage, and packed or crated to protect the items from damage while in storage or during shipment. Items damaged during removal or storage must be repaired or replaced to match existing items. Properly identify the contents of containers. Deliver the following items reserved as property of the Government to the areas designated: floating foam fenders.

SECTION 02 41 00 Page 10

SECTION 07 14 00 – FLUID-APPLIED WATERPROOFING

FY20 SPECIAL PROJECT RM 14-1420 REPAIR LIMA WHARF WON 1383711

Naval Base Guam Final Submittal - IDR water-tightness, and shall have a minimum duration of 10 years.

1.6.1 Roof Membrane Manufacturer Warranty

Furnish the roof membrane manufacturer's 10-year no dollar limit roof system materials and installation workmanship warranty, including flashing, insulation, and accessories necessary for a watertight roof system construction. Write the warranty directly to the Government commencing at time of Government's acceptance of the roof work. Provide the the following statements for such warranty:

a. If within the warranty period the roof system, as installed for its intended use in the normal climatic and environmental conditions of the facility, becomes non-watertight, shows evidence of moisture intrusion within the assembly, blisters, splits, tears, cracks, delaminates, separates at the seams, or shows evidence of excessive weathering due to defective materials or installation workmanship, the repair or replacement of the defective and damaged materials of the roof system assembly and correction of defective workmanship are the responsibility of the roof membrane manufacturer. All cost associated with the repair or replacement work are the responsibility of the roof membrane manufacturer.

b. The warranty must remain in full force and effect, including emergency temporary repairs performed by others, when the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification.

1.6.2 Roofing System Installer Warranty

The roof system installer must warrant for a minimum period of two years that the roof system, as installed, is free from defects in installation workmanship, to include the roof membrane, flashing, insulation, accessories, attachments, and sheet metal installation integral to a complete watertight roof system assembly. Write the warranty directly to the Government. The roof system installer is responsible for correction of defective workmanship and replacement of damaged or affected materials. The roof system installer is responsible for all costs associated with the repair or replacement work.

1.6.3 Continuance of Warranty

Approve repair or replacement work that becomes necessary within the warranty period and accomplished in a manner so as to restore the integrity of the roof system assembly and validity of the roof membrane manufacturer warranty for the remainder of the manufacturer warranty period.

PART 2 PRODUCTS

2.1 FLUID-APPLIED MEMBRANE

ASTM C836/C836M.

2.2 MEMBRANE PRIMER

As recommended by the fluid-applied membrane manufacturer unless specifically prohibited by the manufacturer of the fluid-applied membrane.

SECTION 07 14 00 Page 3

AMENDMENT 22 JULY 2020

SECTION 08 71 00 – DOOR HARDWARE

Provide hardware for aluminum doors under this section. Deliver Hardware templates and hardware, except field applied hardware, to the aluminum door and frame manufacturer for use in fabricating doors and frames.

QTY DESCRIPTION CATALOG NO. FINISH MFR

SUBSTATION - 100A

2 EA CONT HINGE A31021G DARK BRONZE

ANODIZED

1 EA MORTISE LOCK W/DEADBOLT Function F86- GRADE

1 STORE ROOM

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

1 EA SELF LATCHING EXTENSION

FLUSH BOLT

TYPE 27 US26D

1 SET WEATHER STRIPPING ROY155 BLK

1 EA ASTRAGAL ROY635 US32D

2 EA DOOR BOTTOM ELL

INTERLOCKING

Anodized Bronze

2 EA RAIN DRIP ROY936 Anodized Bronze

1 EA INTERLOCKING THRESHOLD J34170 Anodized Bronze

100B, 100C, 104B

1 EA CONT HINGE A31021G DARK BRONZE

ANODIZED

1 EA EXIT DEVICE Type 1, 98L-06-F-3' US 32D

1 EA MORTISE LOCK W/DEADBOLT Function F82, GRADE

1 ENTRY

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

1 SET WEATHER STRIPPING ROY155 BLK

3 EA INTERLOCKING THRESHOLD J34170 Anodized Bronze

1 EA DOOR BOTTOM ELL

INTERLOCKING

Anodized Bronze

1 EA RAIN DRIP ROY936 Anodized Bronze

1 EA CONT HINGE A31021G DARK BRONZE

ANODIZED

1 EA CYLINDER LOCK Function F86, GRADE

1 ENTRY

US32D

SECTION 08 71 00 Page 11

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

3 EA DOOR SILENCER L03011 GRAY

104A

3 EA BUTT HINGES A5121 4.5 X 4.5 US32D

1 EA EXIT DEVICE Type 1, 98L-06-F-3' US32D

1 EA MORTISE LOCK W/ DEADBOLT Function F82, GRADE

1 ENTRY

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

3 EA DOOR SILENCER L03011 GRAY

1 EA CONT HINGE A31021G DARK BRONZE

ANODIZED

1 EA MORTISE LOCK W/DEADBOLT Function F82, GRADE

1 ENTRY

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

1 SET WEATHER STRIPPING ROY155 BLK

1 EA DOOR BOTTOM ELL

INTERLOCKING

Anodized Bronze

1 EA RAIN DRIP ROY936 Anodized Bronze

1 EA INTERLOCKING THRESHOLD J34170 Anodized Bronze

6 EA BUTT HINGES A5121 4.5 X 4.5 US32D

1 EA CYLINDER LOCK Function F86, GRADE

1 STORE ROOM

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

1 EA SELF LATCHING EXTENSION

FLUSH BOLT

TYPE 27 US26D

6 EA DOOR SILENCER L03011 GRAY

--- Nothing Follows ---

-- End of Section --

SECTION 08 71 00 Page 12

SECTION 25 08 11.00 20 – RISK MANAGEMENT

FRAMEWORK FOR FACILITY-RELATED CONTROL

SYSTEMS

SECTION 25 08 11.00 20

RISK MANAGEMENT FRAMEWORK FOR FACILITY-RELATED CONTROL SYSTEMS

04/20

PART 1 GENERAL

This specification includes the contract requirements to to support the Government in obtaining an Authority To Operate (ATO) following the Department of Defense Risk Management Framework process.

This Section does not provide technical requirements for a control system, nor are the requirements in this section sufficient to procure a control system. This section must be used in conjunction with other technical control system specifications and UFGS 25 05 11 CYBERSECURITY FOR

FACILITY-RELATED CONTROL SYSTEMS.

1.1 CONTROL SYSTEM APPLICABILITY

This section applies to the following control systems:

a. Electrical Substation

1. Utility Metering System (UMS) – AMI/Electrical (Standalone) with a categorization of Low-Low-Low.

2. Utility Controls System (UCS) – Substation 13.8kV and 480V Switchgear Relays (Standalone) with a categorization of Low-Low-Low.

3. Building DDC System – HVAC/Mechanical with a categorization of Low-Low-Low.

b. BOWTS

1. Utility Metering System (UMS) – AMI/Electrical (Standalone) with a categorization of Low-Low-Low.

2. Building DDC System – HVAC/Mechanical with a categorization of Low-Low-Low.

1.2 RELATED REQUIREMENTS

All Sections containing facility-related control systems or control system components as identified in paragraph CONTROL SYSTEM APPLICABILITY are related to the requirements of this Section. Review all specification sections to determine related requirements.

1.3 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.

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST FIPS 201-2 Personal Identity Verification (PIV) of Federal Employees and Contractors

SECTION 25 08 11.00 20 Page 1

NIST SP 800-82 (2015; Rev 2) Guide to Industrial Control Systems (ICS) Security

U.S. DEPARTMENT OF THE NAVY (DON)

DON RMF Process Guide (2019) United States Navy Risk Management Framework Process Guide Version 3.0

1.4 DEFINITIONS

1.4.1 Assured Compliance Assessment Solution (ACAS) Scans

Automated vulnerability scanning and risk assessment tool mandated for use in DOD to identify security compliance and secure configuration of connected devices.

1.4.2 Authority To Operate (ATO)

The Authority granted by an organization's Authorizing Official (AO or FAO), which indicates the system has undergone the first 5 steps of the RMF process and has been assessed and deemed to be at an acceptable level of risk to allow connection to other Authorized systems, (any limitations to this connectivity may be documented within the RMF package). Retention of a system's Authorization status is contingent upon successful completion of any conditions as documented in the ATO package, as well as lifecycle compliance with Step 6 of the RMF; "Continuous Monitoring".

1.4.3 Control Correlation Identifier (CCI) or Security Control

Each Security Control is broken down into individual Assessment Procedures (AP's), to enable more granular assessment of the compliance status of a given control, (e.g. AC-1 is broken out into AC-1.1, AC-1.2, AC-1.3, etc);

each of these is assigned a CCI number and is individually assessed and tracked for compliance.

1.4.4 Enterprise Mission Assurance Support Service (eMASS)

A web-based application for the cybersecurity management of system information, which provides automated capabilities for documentation and tracking in support of Authorization within the Risk Management Framework Process.

1.4.5 Functional Authorizing Official (FAO) or Authorizing Official (AO)

Signature authority for granting an Authority to Operate (ATO) and the responsible individual for accepting risk imposed by the implementation and operation of systems in their AOR. The AO is exclusively accountable for organizational cybersecurity risk exposure corresponding to all IT under their cognizant authority. The AO makes an authorization decision based on all the artifacts related to the activities within the RMF process and in accordance with the AO’s cybersecurity risk tolerance. This risk tolerance accounts for the probability of a breach to confidentiality, integrity, and availability of information and the potential impact that breach would conceivably have.

1.4.6 Information System Owner (ISO) or System Owner (SO)

Has overall ownership of the system and is involved in the design, development, and cybersecurity implementation of the system, ensuring that

SECTION 25 08 11.00 20 Page 2 the system is maintained and tracked throughout its lifecycle.

1.4.7 Information System Security Manager (ISSM)

Government-appointed Command Information Office Representative with overall responsibility for the cybersecurity of a program, organization, system, or enclave; and is accountable to the system PM/ISO. Often the ISSM/ISSO will delegate execution of tasks to other RMF team members, however accountability remains with the ISSM/ISSO. During sustainment, the ISSM/ISSO will be solely responsible and report to the PM/ISO. As their responsibilities are mandated by DODI / DODD, ISSM's are generally designated in writing by Senior Command Leadership (SYSCOM CIO, Base Commander, etc.)

1.4.8 Information System Security Engineer (ISSE)

The ISSE is responsible for developing and maintaining the cybersecurity architecture of a program, organization, system, or enclave. During RMF Assessment and Authorization (A&A) activities, the ISSE may be guided or tasked by the SCA /Validator or the ISSM. For a list of ISSE responsibilities when executing RMF within the DON, see the current version of the DON RMF Process Guide (RPG).

1.4.9 Risk Management Framework (RMF)

The process mandated by DODI 8510.01 for the management of cybersecurity risk across the DOD enterprise; the RMF leverages a risk-based approach for the formal Authorization of IT systems and services. The RMF implements and enforces a tailored set of security controls, focused on security as an integral part of a system’s overall lifecycle.

1.4.10 Security Assessment Plan (SAP)

A plan developed by the SCA / Validator which provides the specific test objectives for the security controls assessment, identifies the personnel, procedures and tools to be used, identifies any 'exceptions' to the plan, and documents 'false positives' and/or misleading reports discovered during testing.

1.4.11 Security Assessment Report (SAR)

A report produced by the SCA/Validator which documents the residual risk of the non-compliant security controls after the risk assessment work is completed. The SAR provides a summary of the vulnerabilities, interconnected systems, rationale for aggregated risk, and a recommendation to the FAO/AO regarding an Authorization decision.

1.4.12 Security Content Automation Protocol (SCAP)

An assessment methodology which leverages specific standards to enable automated vulnerability management, measurement, and policy compliance evaluation of IT and computing systems. SCAP may be used to enumerate security-related software and configuration issues. SCAP scan data may also be uploaded into a STIG viewer utility to assist in automating STIG checklist processing for those technologies that offer this functionality.

1.4.13 Security Control Accessor - Validator (SCA-V)

A Government-assigned independent third party which assesses and validates that the system has correctly implemented the approved security control

SECTION 25 08 11.00 20 Page 3 baseline. To determine the overall effectiveness of the security controls, the SCA performs an independent, comprehensive assessment of the management, operational, and technical controls employed within or inherited by a system. To perform the SCA function in the most efficient manner, the Navy will utilize SCA Liaisons and Validators to assist with SCA responsibilities.

1.4.14 Security Plan (SP)

Includes essential operational, architectural, and functional information about the system. This plan is generated by eMASS from the information provided during eMASS registration process and is updated whenever pertinent information about the system is entered or changed. The SP is a living document which can be exported and downloaded in real time from eMASS.

1.4.15 Security Technical Implementation Guidance (STIG)

Standard security protocols and procedures that provide a methodology for secure configuration of computing, networking, software and control system assets. STIG checklists may be utilized as tools for determining compliance with a given set of security controls.

1.5 ADMINISTRATIVE REQUIREMENTS

1.5.1 Coordination

Coordinate the execution of this Section with the execution of all other Sections related to control systems as indicated in the paragraph RELATED

REQUIREMENTS.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Authorization Strategy Plan; G

SD-05 Design Data

Control System Security Controls; G

Security Plan; G

Ports, Protocols, And Services Management Registration Form; G

SD-06 Test Reports

ACAS Vulnerability Reports; G

Security Technical Implementation Guide Checklists; G

SCAP Report; G

SECTION 25 08 11.00 20 Page 4

ISSE Checklist (Step 3); G

ISSE Checklist (Step 4); G

SD-07 Certificates

Information Assurance Technical Level II/Security +; G

1.7 QUALITY CONTROL

1.7.1 Certifications

Submit the Information Assurance Technical Level II/Security + certification for the Information System Engineer (ISSE)) for the project. The ISSE is required to have a background check and be able to obtain a Common Access Card (CAC). The background check and ability to obtain a CAC are necessary to perform the eMASS requirements in this sec tion. The ISSE is also responsible for developing and maintaining the cybersecurity architecture for all control systems. In addition to requirements in this section the ISSE will perform the following duties:

a. Overseeing the development of all facility-related control system's cybersecurity solutions and performing ISSE duties as outlined the the DON RMF Process Guide .

b. Identifying the security control baseline set and any applicable overlays and tailoring.

c. Construction Quality Control for Risk Management Framework submittals in this section and section 25 05 11 CYBERSECURITY FOR

FACILITY-RELATED CONTROL SYSTEMS.

d. Obtain and maintain an eMASS account. The Government will initially set up eMASS records and authorization packages. Manage the authorization packages and eMASS records for all facility-related control systems as identified in paragraph CONTROL SYSTEM

APPLICABILITY.

e. Lead the security control selection, security control implementation, self assessment, and testing efforts.

f. Work with the Government to complete the Security Assessment Plan.

g. Attend the Cybersecurity Commissioning Construction Coordination Meeting.

h. Attend the RMF Step 2 Checkpoint Meeting.

1.8 CYBERSECURITY DOCUMENTATION

1.8.1 Authorization Strategy Plan

Provide the Authorization Strategy Plan to include a narrative on the overall authorization approach for each control system identified in CONTROL SYSTEM APPLICABILITY. The narrative will outline the different anticipated leveraged authorizations, connections to the control system platform enclave, describe the process as outlined in paragraph RISK MANAGEMENT FRAMEWORK, and include how the RMF steps integrate with the

SECTION 25 08 11.00 20 Page 5 overall construction schedule.

PART 2 PRODUCTS

2.1 SPARE PARTS

Provide one representative extra spare part for each ethernet capable Level 1 and Level 2 device in the control system.

PART 3 EXECUTION

3.1 RISK MANAGEMENT FRAMEWORK

The Risk Management Framework (RMF) is a 6 step process adopted by the DoD to manage risk operating Facility-Related Control Systems. The following paragraphs identify construction requirements to support the Government in obtaining an Authority To Operate (ATO) for the control systems identified in paragraph CONTROL SYSTEM APPLICABILITY.

3.1.1 RMF Step 1: Control System Categorization

RMF Step 1, Control System Categorization is completed during the design phase of the control system. Control system categorization is listed by control system in paragraph CONTROL SYSTEM APPLICABILITY.

3.1.2 RMF Step 2: Security Control Selection

The security controls selected for a FRCS are initially developed during design, but the final list of security controls necessary to obtain an ATO cannot be determined without considering the specific equipment make/model/firmware selected for this contact.

3.1.2.1 Tailor Control System Security Controls

In eMASS, initiate the Security Control Selection Workflow. Next, take the initial list of security controls appended to this specification and complete tailoring the list based on specific equipment selected for this contract in accordance with NIST SP 800-82 and NIST FIPS 201-2 .

3.1.2.2 Security Assessment Plan

In eMASS, initiate the Security Assessment Plan (SAP) Workflow. Track development and approval of the SAP by the Government. Provide information as necessary to complete the SAP.

3.1.2.3 Security Plan

In eMASS, initiate the Security Plan (SP) Approval Workflow. Track the review of the SP by the Government.

3.1.2.4 Ports, Protocols, And Services Management Registration Form

Obtain a Ports, Protocols, and Services Registration Form from www.wbdg.org and fill it out with project specific information.

3.1.2.5 RMF Step 2 eMASS Uploads

Upload the following artifacts into eMASS:

SECTION 25 08 11.00 20 Page 6

a. Completed Hardware/Software Lists from UFGS 25 05 11 CYBERSECURITY FOR

FACILITY-RELATED CONTROL SYSTEMS.

b. Control System Architecture Diagrams from UFGS 25 05 11 CYBERSECURITY

FOR FACILITY-RELATED CONTROL SYSTEMS.

c. Ports, Protocols, and Services Registration Form

3.1.2.6 RMF Step 2 Checkpoint Meeting

Attend the RMF Step 2 Checkpoint Meeting.

3.1.3 RMF Step 3: Implement Controls

3.1.3.1 Security Control Implementation

In eMASS, initiate the Security Control Implementation Workflow.

3.1.3.2 Security Testing

Execute the Security Assessment Plan (SAP)

3.1.3.3 ACAS Vulnerability Scans

Conduct ACAS vulnerability scans. Generate summary and detailed ACAS Vulnerability Reports in accordance with NAVFAC FRCS AA ACAS Scan Policy Settings.

Remediate/Mitigate all discovered findings, especially high risk prior to RMF Step 4.

Generate and upload the scan summary and detailed vulnerability list into eMASS as an artifact.

Map ACAS vulnerability findings to the most appropriate CCI in the security control baseline. Upload ACAS Scan results as an artifact to eMASS Asset manager at the AP/CCI Level and add justifying statements for any non-compliance.

3.1.3.4 Security Content Automation Protocol (SCAP) Report

Complete the SCAP XCCDF XML and SCAP Report PDF/HTML files

3.1.3.5 Security Technical Implementation Guide Checklists

Apply the Security Technical Implementation Guide Checklists (STIGs) as identified in the Security Assessment Plan.

Utilize Security Content Automation Protocol (SCAP) Scans to supplement the STIG checklist where applicable

Map STIG findings to all CCIs identified for that particular finding according to the STIG guidance. Fully document the CKL files. Utilizing Asset Manager to import the checklists into eMASS.

3.1.3.6 POA&M

Document open (non-compliant remaining findings in the Plan of Action and Milestones (POA&M) within eMASS either manually or through the use of

SECTION 25 08 11.00 20 Page 7

Asset Manager in eMASS.

3.1.3.7 ISSE Checklist (Step 3)

Complete the NAVFAC FRCS RMF Step 3+4 ISSE Checklist.

3.1.3.8 RMF Step 3 eMASS Uploads

Upload the following artifacts into eMASS:

a. SCAP benchmark XCCDF XML and SCAP Report (utilizing Asset Manager)

b. Fully documented STIG Checklists (utilizing Asset Manager)

c. ACAS Scans/reports (utilizing Asset Manager)

d. ISSE Checklist (Step 3)

3.1.4 RMF Step 4: Validate Controls

3.1.4.1 Security Control Accessor - Validator (SCA-V) Site Assessment

Ensure the control system(s) are ready for an assessment.

Schedule the Validator site assessment coordinating the schedules of the Validator and all control system subject matter experts.

Ensure supplier/installer and other control system subject matter experts are available at the discretion of the validator to support the assessment.

3.1.4.2 Security Assessment Workflow

Re-initiate the Security Assessment Plan Workflow in eMASS.

Submit all security controls in eMASS for Validator review.

3.1.4.3 ISSE Checklist (Step 4)

Update previously submitted NAVFAC FRCS RMF Step 3+4 ISSE Checklist and upload it into eMASS.

3.1.4.4 Validation Findings

Remediate/mitigate Validator findings and update the Security Assessment Report (SAR) and POA&M accordingly.

-- End of Section --

SECTION 25 08 11.00 20 Page 8

SECTION 26 11 13.00 20 – PRIMARY UNIT SUBSTATION

SECTION 26 11 13.00 20 Page 3

SD-05 Design Data

Capacity Calculations for Battery Charger and Batte ries; G

SD-06 Test Reports

Factory Acceptance Test Procedures and Reports; G

Calibration Test Reports; G

Submit report of results of Acceptance Checks and T ests specified by paragraph FIELD QUALITY CONTROL; G

Certified Copies of Dielectric Tests Report; G

Switchgear Production Tests; G

SD-10 Operation and Maintenance Data

Primary Unit Substations, Data Package 5; G

Submit in accordance with Section 01 78 23 OPERATIO N AND

MAINTENANCE DATA.

SD-11 Closeout Submittals

Calibration Schedule; G

Equipment Test Schedule; G

1.4 QUALITY ASSURANCE

1.4.1 Battery Power Calculations

Submit capacity calculations for battery charger an d batteries.

Calculation shall verify that battery capacity exce eds station d.c. power requirements.

1.4.2 Unit Substation Drawings

Drawings shall include, but are not limited to the following:

a. An outline drawing with front, top, and side views

b. Ampere ratings of bus bars

c. Maximum short-circuit bracing

d. Nameplate data

e. Circuit breaker and switch type(s), interrupting ra tings, and trip devices including available settings

f. AC and DC control diagrams and panel wiring diagram s with terminals identified and indicating prewired interconnections between items of equipment and the interconnection between the items . Include external connection diagrams.

SECTION 26 11 13.00 20 Page 4

g. One-line diagram, and three-line including switch(e s), circuit breakers, instrument transformers, meters, fuses an d other components.

h. Manufacturer's instruction manuals and published ti me-current curves.

i. Switchgear foundation details, including anchor hol es and external cable entrances.

1.4.3 Calibration Schedule

a. Provide a calibration schedule including the antici pated dates when equipment requiring coordination and protection wil l be installed, and the anticipated date when the manufacturer's techni cal representative will perform settings and calibrate equipment.

1.4.4 Factory Acceptance Test Procedures And Reports

a. Provide the factory acceptance test procedures at l east 30 days prior to the scheduled test. The government may elect to witness the test.

b. The test procedures shall identify step-by-step tes t procedures for verifying integrity of enclosures and buses and ele ctrical performances of components, including circuit break ers, disconnect switches, protective relays, meters, instrument tra nsformers. Provide wiring insulation tests.

c. Test reports shall be submitted documenting results of the test, including corrective measures applied to any failed test item.

d. Shipment of equipment is contingent upon government 's approval of the factory acceptance test report.

1.4.5 Calibration Test Reports

Submit test results on protective relays via the Co ntracting Officer to NAVFAC Marianas.

Submit operation and maintenance data in accordance with Section 01 78 23

OPERATION AND MAINTENANCE DATA.

1.5 MAINTENANCE

1.5.1 Additions to Operation and Maintenance Data

In addition to requirements of Data Package 5, incl ude the following on the actual primary unit substations provided.

a. An instruction manual with pertinent items and info rmation highlighted

b. An outline drawing, including front view and sectio nal views with items and devices identified

c. Prices for spare parts and supply list

d. Routine and field acceptance test reports

e. Time-Current-Characteristic (TCC) curves of fusesan d circuit breakers

f. Actual nameplate diagram

SECTION 26 11 16 – SECONDARY UNIT SUBSTATION

SECTION 26 11 16 Page 5

1.5.1.2 Transformer Drawings

Drawings shall include, but are not limited to the following:

a. An outline drawing, with front, top, and side views .

b. ANSI nameplate data.

c. Control diagrams, instrumentation diagrams, bushing and current transformer data and external wiring diagrams.

1.5.2 Paint Coating System

Submit IEEE C57.12.29 coating system performance re quirement tests. When interrupter switchgear and transformer are provided by two different manufacturers, each one shall provide certification .