B.08.02 21B0003Volume2Specs_RTA.pdf

W912EP21B0003

Jacksonville District

Naval Submarine Base Kings Bay Maintenance Dredging 44, 45, and 47-Foot Project

Camden County, Georgia

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

Naval Submarine Base Kings Bay, Maintenance Dredging 44, 45, and 47-Foot Project, Camden County, Georgia

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: USCG KINGS BAY ARP

PID: BBDK29

Stamping: N/A Setting: Unspecified setting

Description: From the Stimson gate at the Naval Submarine Base Kings Bay, proceed through entry control point then east on USS Henry L Stimson Road/Drive 3.3 mi to the end at the intersection of USS James Monroe Ave. Turn right and go south on USS James Monroe Ave for 1.7 mi to road on left going to Site-6 Pier. Turn left on road and take most northern pier 0.3 mi to station location. Point is the GPS antenna attached to an aluminum pole mounted to the SW corner of the handrail on roof of maintenance building.

SECTION 00 31 21 Page 2

Designation: KBFD-1

NO DESCRIPTIVE TEXT OR IMAGES AVAILABLE. REFER TO OPERATIONS DIVISION

HYDROGRAPHIC SURVEY BRANCH (CESAJ-OD-H) FOR INFORMATION REGARDING THIS MARK.

SECTION 00 31 21 Page 3

Designation: 867 9511 F TIDAL

PID: BBBW69

Stamping: 9511 F 1989 Stability: May hold, commonly subject to ground movement

Setting: Massive structures (other than listed below) Description: From the intersection of I-95 and SR-40, proceed SE on SR-40 for 3 miles to Kings Bay Rd.

Turn left onto Kings Bay Rd and proceed 3 miles to the entrance of the Naval Submarine Base (Stimson Gate). After entering base, proceed straight on USS Henry L. Stimson Dr. to its end at the Port Services T-Pier. Mark is located on north side of pier approximately 99 feet NE of a fire hydrant and 14 feet NW of pier centerline.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject Plans and Specifications. The following water level datums are provided for information only and are not to be utilized in conjunction with any contract related hydrographic surveying.

a) Water Stages. Water levels in the project area are mainly affected by semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following table.

All datum elevations in this table are referred to mean lower low water (MLLW). These datums are based on values from the NOS tidal benchmark for tide station #8679511 (Kings Bay, Georgia). This tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). Additional information on this and other nearby tide stations is available at this NOAA website:

https://tidesandcurrents.noaa.gov/stations.html?type=Datums#Georgia .

Mean Higher High Water (MHHW) = 7.01 Feet Mean High Water (MHW) = 6.64 Feet Mean Sea Level (MSL) = 3.56 Feet Mean Tide Level (MTL) = 3.43 Feet Mean Low Water (MLW) = 0.21 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean and spring tide ranges and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: https://tidesandcurrents.noaa.gov/.

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they may be ordered directly from the agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website:

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.htmll .

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations https://tidesandcurrents.noaa.gov/stations.html?type=Datums#Georgia https://tidesandcurrents.noaa.gov/ https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 2 located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (station #63401) lies approximately 12 miles east of the St Marys River entrance channel. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located in 17 meters (56 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website: http://wis.usace.army.mil/.

3. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is: http://www.ndbc.noaa.gov/maps/Florida.shtml.

c) Weather Conditions. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year.

The climate of the area is subtropical, and temperatures below freezing occur infrequently. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season.

Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into southern Georgia. Dangerous thunderstorms can occur in this area at any time of the year.

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website http://www.ncdc.noaa.gov/cdo-web/ published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological observations and data relevant to this region. Available data includes quality controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 30-year climate normals.

NOAA’s Climate Data Online website also includes 1981 – 2010 Monthly Normals at the following website: http://www.ncdc.noaa.gov/cdo-web/datatools/normals. This product provides monthly average values for temperature, precipitation, and other information. NOAA’s Fernandina Beach, FL gauge (ID USC00082944) lies southeast of Kings Bay at 30° 40' N, 81° 27' W. Monthly normal rainfall data are provided over the period of record from January 2001 to December 2010.

http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Layout

1.3.2 Project Description

1.3.2.1 Base

1.3.2.2 Option A

1.3.2.3 Option B

1.3.2.4 Option C

1.3.3 Project Locations

1.3.4 Safety Requirements

1.4 SUBMITTALS

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.6 LIQUIDATED DAMAGES - CONSTRUCTION

1.7 PHYSICAL DATA

1.7.1 Physical Conditions

1.7.2 Weather, Water Stage and Tide Data

1.7.3 Contractor Investigation

1.7.4 Maritime Traffic

1.7.5 Obstruction of Channel

1.7.6 Hydrographic Surveys

1.8 CONTRACTOR ACCESS AND USE OF PREMISES

1.8.1 List of Contact Personnel

1.8.2 Naval Submarine Base Kings Bay Station Access/Regulations

1.8.2.1 Citizenship

1.8.2.2 Security Requirements

1.8.2.3 Site Security

1.8.2.4 Vehicle Permits

1.8.2.5 Special Working Conditions and Entry to Work Area

1.8.2.6 Diving Plans

1.8.2.7 Coordination with The Navy

1.8.2.8 Materials Delivery

1.8.2.9 Vessel Waterfront Restricted Area (WRA) Security

Requirements

1.8.2.10 Transmitting Devices

1.8.2.11 Firearms and Weapons

1.8.2.12 Drug Abuse by Contract Employees

1.8.2.13 Tobacco Use

1.9 LAYOUT OF WORK

1.9.1 Established Project Control

1.9.2 Layout

1.9.3 Survey

1.10 DAMAGE TO WORK

1.11 EXISTING WORK

SECTION 01 11 00 Page 1

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.12.1 Contractor Responsibility

1.13 SECURITY FORMS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

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 in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR SECTION 00 31 32, Geotechnical Data Report for Naval Submarine Base Kings Bay, Maintenance Dredging, 44, 45 and 47-Foot Project, Camden County, Georgia

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

a. "Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE

DATA.

b. "Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved. Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Layout

The project work consists of maintenance dredging of shoal material at the Naval Submarine Base Kings Bay.

1.3.2 Project Description

Work is divided into a Base and three options as indicated below. For the base and the two dredging options, this contract incorporates two feet of allowable overdepth throughout. Work also includes Bird Monitoring and Standby Time.

1.3.2.1 Base

Work consists of maintenance dredging the locations to required depths indicated in the table below and shown on the drawings. The placement of the dredged material will be at Disposal Area 1 (D/A-1) and Disposal Area 2 (D/A-2) as shown on the drawings and as directed by the Contracting

SECTION 01 11 00 Page 3

Officer. Additional Base work also includes bird monitoring and standby time.

LOCATION REQUIRED DEPTH

Station 31+800 to Station 48+175 44-foot, 45-foot and 47-foot

Upper Turning Basin 45-foot

Site Six North 39-foot

Magnetic Silencing Facility (MSF) North 44-foot

Explosive Handling Basin 44-foot and 47-foot

Site Six Operating Area South and Medium Auxiliary Repair Dock (ARDM) Yoke Area

45-foot

Explosive Handling Wharves (EHW) 47-foot

Refit Wharves 47-foot

Dry Dock Caisson Gate Sill and Dry Dock Caisson Gate Mooring Facility

46-foot

1.3.2.2 Option A

Work consists of supplying additional field cut weir riser boards as requested by the Contracting Officer.

1.3.2.3 Option B

Work consists of secondary maintenance dredging. The locations and required depths are indicated in the table below and shown on the drawings. The placement of the dredged material will be at Disposal Area 1 (D/A-1) and Disposal Area 2 (D/A-2) as shown on the drawings and as directed by the Contracting Officer. Option B work also includes mobilization and demobilization, bird monitoring and standby time.

LOCATION REQUIRED DEPTH

Site Six Operating Area South and Medium Auxiliary Repair Dock (ARDM) Yoke Area

45-foot

Explosive Handling Wharves (EHW) 47-foot

Refit Wharves 47-foot

Dry Dock Caisson Gate Sill and Dry Dock Caisson Gate Mooring Facility

46-foot

SECTION 01 11 00 Page 4

LOCATION REQUIRED DEPTH

Site Six North 39-foot

1.3.2.4 Option C

Work consists of maintenance dredging of the Site Six North Expanded Basin with 39-foot required depth with disposal at Disposal Area 1 (D/A-1) as shown on the drawings and as directed by the Contracting Officer. Option C work also includes bird monitoring.

1.3.3 Project Locations

Kings Bay Naval Submarine Base is located near St. Marys, Camden County, Georgia, or five miles north of the Georgia/Florida Border and 28 miles north of Jacksonville International Airport (JAX). Water access to the Subase is approximately 10 nautical miles from the Atlantic Ocean through the confluence of the St. Marys and Amelia Rivers at Cumberland Sound and along the Atlantic Intracoastal Waterway (AIWW). The channel connecting the inshore waterways to the submarine base is known as Kings Bay Inner Channel (KBIC) and is approximately 8.6 nautical miles west of the mouth of the St. Marys Entrance (River Stations 00+000 to 48+250).

1.3.4 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 . In addition, the Contractor shall comply with the requirements of Naval Submarine Base Kings Bay Instruction 11262.4A, Subject CONTRACTOR OPERATED WEIGHT HANDLING EQUIPMENT AND MATERIAL HANDLING EQUIPMENT OVERSIGHT, in Appendix A after the end of this section.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

List of Contact Personnel

Contractor Intake Form - Submission Notification ; G, RO

Worksite Access List ; G, RO

1.5 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

SECTION 01 11 00 Page 5

1.7 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.7.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Geotechnical Data Report ( GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection. The Geotechnical Data Reports are posted as separate documents indicated in paragraph REFERENCES above.

1.7.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA for applicable data links and information to where the Contractor can ascertain the weather conditions that could be encountered at the project location. The information provided does not preclude the Contractor from assessing and scheduling for adverse weather.

1.7.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.7.4 Maritime Traffic

Marine Traffic in the project area consists of Naval, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.7.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.7.6 Hydrographic Surveys

Hydrographic surveys will be provided to the awardee. Survey numbers are indicated on the drawings.

1.8 CONTRACTOR ACCESS AND USE OF PREMISES

It should be recognized the requirements for security and base access

SECTION 01 11 00 Page 6 varies between bases as well as between various locations within individual bases. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract.

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. Wear hard hats in designated areas. Do not enter any restricted areas unless cleared by the Contracting Officer.

1.8.1 List of Contact Personnel

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. Include a Designated Contractor Security Administrator responsible for maintaining an accurate list and routing necessary SUBASE security access paperwork. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.8.2 Naval Submarine Base Kings Bay Station Access/Regulations

The Contractor and his employees and subcontractor(s) shall become familiar with and obey all station regulations, including fire, traffic and security regulations. All Contractor personnel shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's and his sub-contractor's equipment shall be conspicuously marked for identification.

1.8.2.1 Citizenship

Contractor employees and representatives performing work under this contract are required to be United States citizens and shall not have dual citizenship.

1.8.2.2 Security Requirements

Access to SUBASE Kings Bay requires consent to a National Crime Information Center (NCIC) background check. Consent to an NCIC is codified using Department of the Navy Population Identification Card Base Access Pass Registration (SECNAV Form 5512/1), which is available at https://www.cnic.navy.mil/om/dbids.html. Before the SUBASE Commanding Officer (CO) or representative grants an individual access to SUBASE Kings Bay, the results of the NCIC background check must be reviewed and found to not meet disqualifying criteria. Specific conditions or offenses considered prejudicial to good order, discipline, and morale of the installation constitute permanently disqualifying fitness determination standards.

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.

SECTION 01 11 00 Page 7

Gate permits into the Naval Submarine Base, Kings Bay Complex are obtained at the Contractor Pass and I.D. Facility, Building 6011, Franklin Gate, Naval Submarine Base, Kings Bay, Georgia, and only during Franklin Pass and ID office hours (0600 - 1430, Monday through Friday). The office is closed on weekends and observed holidays.

Commercial vehicles shall access the installation through the Franklin Gate. All Weight Handling Equipment shall be inspected at Franklin Gate prior to entry by NAVFAC SE Public Works Transportation Department.

Seatbelts are required to be worn by all persons operating or riding in any vehicle onboard SUBASE Kings Bay. No riders are allowed in beds of pickup trucks or vans. Use of cell phones while operating a vehicle on DoD Installations is NOT authorized.

Additional security screening for access to worksite is required and accomplished through a government issued trustworthiness determination and in accordance with the Waterfront Restricted Area (WRA) access requirements (SWFLANTINST 5530.7); therefore, the Contractor shall know and/or perform the following:

a. No more than 5 calendar days after receipt of Notice to Proceed (Partial), the Designated Contractor Security Administrator shall submit a Contractor Intake Form with all contractor employees requiring access to SUBASE Kings Bay Security Manager at Building 1063 Fluckey Hall, and submit a Contractor Intake Form - Submission Notification to the Contracting Officer. An Excel file of the Contractor Intake Form will be provided by the Government. The SUBASE Security Manager shall determine if contractor employees have met the access requirements and at their discretion, shall initiate the Electronic Questionnaires for Investigations Processing (e-QIP) for a trustworthiness determination (or Tier 1 Investigation). New investigations require contractor employees to complete electronic forms through eQIP. The eQIP email link is only valid for 5 five days. If contractor employee fails to activate the eQIP link, one reset will be granted.

b. Upon submission of the necessary documentation through eQIP, the contractor employee shall report to Building 1063 Fluckey Hall Security Office and request digital fingerprints. The Designated Contractor Security Administrator shall notify the SUBASE Security Manager when contractor employees have submitted fingerprints. At the discretion of the SUBASE Security Manager, an interim 90-day Unescorted access badge can be granted to the contractor employee after the eQIP and fingerprints are submitted and investigation shows "Open" in JPAS. Two additional interim 90-day Unescorted access badges can be granted at the discretion of the SUBASE Security Manager. The contractor employee must receive a "Favorable" determination after the 270 days from the original "Open" date (three consecutive 90 day periods) in order to maintain Unescorted status.

It is the Contractor's responsibility to ensure the screening process is completed prior to the commencement of work. If a "Favorable" determination is not obtained by the 270th day of the "Open" date, the individual will require an escort.

c. Once the Restricted Area Access Badge is issued, personnel will report to SWFLANT Engineering Services Building (ESB), Bldg. #6005, to be enrolled into the WRA Perimeter Intrusion Detection and Assessment System (PIDAS) and have their badge encoded for entry. PIDAS includes

SECTION 01 11 00 Page 8 an Automated Entry Control System (AECS) which is required for WRA entry.

d. The Prime Contractor may provide designated escorts for employees and subcontractors if: the Prime Contractor Management Team (Project Manager, Superintendent, Quality Control Manager, and Site Safety Officer) have "Favorable" adjudicated trustworthiness determinations or clearance, the designated escort has a "Favorable" adjudicated trustworthiness determination or clearance, the designated escort is a direct employee of the Prime Contractor, and the designated escort is performing in a supervisory role. Supervisory role is defined as the individual has no other duties or work to perform other than maintain positive control of up to five Uncleared employees or subcontractors onsite. Designated escorts can be held liable for the actions of the Uncleared employees or subcontractors under their supervision.

e. Contractor shall provide certification of U.S. citizenship for all personnel to be employed at the worksite (including subcontractor/temporary hires/delivery vendors). Certification of U.S. citizenship is accomplished by viewing government issued document such as certified birth certificate, U.S. Passport, Certificate of Naturalization, etc. Possession of a state issued drivers license is not an authorized document for proof of U.S. citizenship.

f. Prepare and maintain a worksite access list . Submit the initial worksite access list, no more than 5 calendar days after Notice to Proceed (Partial), containing: company name, individual's full name, access/privileges requested in CIF, current investigation/badge status, expiration date of issued badges, date and place of birth, date, citizenship. If applicable, include company cage code and type and issuing authority of individual's personnel security investigation/trustworthiness determination of all personnel requiring access to the worksite. Maintain and update the worksite access list in an accurate manner throughout the period of contract performance.

Adhere to personnel worksite access requirements stated above when hiring subcontractor or temporary service personnel.

g. For material deliveries to the worksite other than government authorized vehicles, provide name of company, name of driver, U.S.

citizenship, vehicle information, purpose of delivery, actual date, time, point of contact (including phone number) and description of load material on government provided Vendor Delivery Data Sheet to Security Office. Notification should be at least 1 working day prior to expected arrival. An authorized representative must escort persons delivering materials to the job site.

(1) Per SUBASEINST 5530.17, all commercial, contractor and vending vehicles (cargo carrying including semis, dump trucks, pick-up trucks, utility trucks, station wagons, cars and vans) shall be required to enter and exit the Franklin Gate Monday through Friday 0530-2130. Upon entry, vehicles will be directed and inspected at the Commercial Vehicle Inspection Station (CVISTA) or Vehicle Inspection Cargo Scanner (VICS) located approximately 100 yards inside the Franklin Gate. Prior to exiting Franklin Gate, vehicles will be inspected at the same Station for proper delivery, in accordance with bills of lading, and unauthorized removal of Government property.

SECTION 01 11 00 Page 9

h. Vehicles requiring access to WRA must have affixed permanent company logo. A Restricted Area Vehicle Access Request, SWFLANT form 5530/57, must also be completed for all vehicles entering the WRA.

Non-cleared delivery personnel are required to be escorted while inside a restricted area and must consent to NCIC background check for access to Submarine Base, Kings Bay, GA. Limited number of contractor personnel may be authorized escort privileges upon favorable completion of FAD process. Otherwise the individual delivery personnel must have a completed FAD package.

1.8.2.3 Site Security

Job site security is a Contractor responsibility. Notify Base Security Office of any special measures taken (night watchmen, alarms, etc.).

1.8.2.4 Vehicle Permits

As prescribed by SUBASE Security Franklin Gate, vehicle permits require documentary proof of liability insurance coverage, registration and all pertinent identification/description such as manufacturer's model, body type, and engine number. Company vehicles must have permanently affixed company identification prominently displayed on the vehicle. All Contractor vehicles and equipment, when not in use, shall be locked or removed from the Base or otherwise disabled so that operation by unauthorized personnel will be prohibitive.

1.8.2.5 Special Working Conditions and Entry to Work Area

Entry to work areas located in the Navy operational area is limited to that needed to accomplish work in or adjacent to these structures. No unessential entry into operational areas is allowed. Access may be denied any time special Navy security and safety restrictions are set.

1.8.2.6 Diving Plans

Station regulations prohibit underwater diving at any location in the Waterfront Restricted Area (WRA). If diving services are needed, then the Contractor will have to leave the WRA and perform the needed diving outside of the project area.

1.8.2.7 Coordination with The Navy

Coordination with elements of the Navy is usually accomplished through the Contracting Officer. Base specific items such as coordination of opening the security gates, equipment inspections, etc. will be coordinated with NAVFAC SE Public Works Department and Designated USACE Project Manager.

The NAVFAC SE Public Works Representative shall serve as the Security Area Requesting Official for the Contractor and shall provide guidance to the Designated Contractor Security Administrator for routing and submitting security forms.

1.8.2.8 Materials Delivery

The inspection station for clearing materials shipments is open 0530-1800 Monday through Friday. Materials delivery requires a bill of lading.

1.8.2.9 Vessel Waterfront Restricted Area (WRA) Security Requirements

The following security requirements must be adhered to by the Contractor

SECTION 01 11 00 Page 10 when exiting or entering the WRA by waterborne vessel. Entry control administrative inspection time will vary depending on the type of vessel being searched. Security personnel will do a walk through of all spaces, normally accompanied by a Military Working Dog. The vessel inspection is conducted at Site Six pier or as directed by SWFLANT. This listing is not inclusive of all possible situations the security force may encounter while conducting the inspection.

a. The Contractor must give the SWFLANT Waterfront Security Coordinator a minimum of 24 hours notification of all vessels moving into or out of the Waterfront Restricted Area (WRA). The SWFLANT Waterfront Security Coordinator can be reached for scheduling at (912) 573-3748, 0700-1800 Monday through Friday.

b. Personnel must be in possession of an approved SUBASE badge with codes 12 and 10 at all times inside the WRA. Personnel requiring access to areas 4 and 7 will require additional justification.

Instructions on obtaining the badges are described in subparagraph "Security Requirements" above.

c. A vessel that leaves the restricted area must be re-inspected prior to reentry, unless that vessel was under the continuous observation of the Waterfront Security Force while outside the restricted area. If continuous observation by the Waterfront Security Force is needed it must be prior coordinated with SWFLANT to ensure guard force availability to maintain observation.

d. The Superintendent or designated representative will be granted permission to work within an agreed upon location. If small boats leave this area, permission must be obtained through Harbor Control via Marine Band Channel 77.

e. Permission, from Waterfront Security Division at (912) 573-3748, is required 24 hours prior to coming within 100 yards of a moored submarine.

f. Inspection Procedure:

(1) The Superintendent or the Captain of the vessel will notify Harbor Control on marine Channel 77 of arrival at Kings Bay requesting location to standby and receive a security inspection.

Clearance must be received before proceeding or securing the vessel or barges awaiting inspection.

(2) The Guard Force Sentry will verify with the Superintendent or the Captain of the vessel that they do not possess any prohibited items.

(3) The Superintendent or Captain of the vessel will be instructed to secure the engine and identify any hazardous cargo or hazardous areas aboard the vessel prior to starting the inspection.

(4) Depending on the size of the vessel, vessel crew members may be directed to a location on the vessel or on the pier, out of the way of the inspection process.

(5) The Superintendent or Captain will be directed to illuminate all spaces and to open all compartments, containers, and hatches for inspection.

SECTION 01 11 00 Page 11

(6) The security force will inspect compartments, spaces, and containers looking for weapons, explosives, explosive devices, cameras, contraband, etc.

(7) As the security guard inspects, the guard shall not close vessel compartments or hatches, but direct the owner of the vessel to restore the vessel.

(8) If the security guard discovers any unopened compartments or containers, they will direct the Superintendent, Captain or contract representative to open them.

(9) Once the inspection is successfully completed, the guard will direct all occupants to present their SUBASE badge for verification and board the vessel.

(10) The Security Inspection team leader will instruct the Superintendent or Captain of restricted areas within the WRA to keep clear of or any hazardous operations and to notify Harbor Control on channel 77 prior to getting under way while within the

WRA.

(11) Once a vessel has been inspected the Superintendent or Captain will be directed to immediately enter the restricted area, position the vessel near the waterborne gates, or remain at site six under the supervision of the security force until they enter the restricted area.

1.8.2.10 Transmitting Devices

No cameras or other photographic and/or video equipment, to include cell phones, laptop computers, and Personal Data Assistants (PDAs) capable of taking photographs or video are allowed in any SWFLANT restricted areas unless accompanied by an authorized common camera pass issued by SWFLANT.

No radio transmission is allowed within the SWFLANT Controlled Areas, Limited Areas or Waterfront Restricted Areas without prior approval from SPK Safety Office, (912) 573-4058. Radio transmitting devices (including cellular phones and all other devices using radio wave transmission) must be approved and have Hazard Electro-magnetic Radiation to Ordinance (HERO) stickers attached. Citizen Band (CB) and HAM radios will not be authorized on base.

1.8.2.11 Firearms and Weapons

As defined by Naval Submarine Base, Kings Bay instruction, weapons and firearms, including ammunition, are prohibited on board Naval Submarine Base, Kings Bay and any off base detachment.

Firearms : Firearms are any devices that, when operated, propels an object or any device that produces a visible or audible effect by combustion, explosion, deflagration or detonation, including blank pistols, air guns, BB guns, electrical arms such as stun guns.

Weapons: Weapons are any object used, displayed, offered or brandished in any manner to inflict, instill fear or inflicting bodily harm; or any object that by its very nature would be considered by a reasonable and prudent person to have been designed for the purpose of inflicting bodily

SECTION 01 11 00 Page 12 harm. Some such weapons include but are not limited to; blackjacks, steel knuckles, switchblade knives, bows and arrows, crossbows and pocketknives with blades longer than 3 1/2-inches. Pocketknives will be considered weapons unless there is evidence to show the knife is required for some other legitimate use, such as work.

Note : Illegal firearms and weapons found on Naval Submarine Base Kings Bay will be confiscated by station police or by Security Detachment personnel. Weapons and firearms confiscated will not be returned and will be disposed of by normal supply channels pursuant to property disposal regulations.

1.8.2.12 Drug Abuse by Contract Employees

Every effort will be made to deter and detect drug offenses by civilian and contract employees on military installations. Measures to be taken include routine, random inspections of vehicles on entry or exit, with drug detection dog teams, and random inspection of personal possessions on entry or exit. When there is probable cause to believe that a civilian or contract employee on a military installation has been engaged in use, possession or trafficking of drugs, that employee may be restricted or detained for the period necessary until the employee can be removed from the installation or can be turned over to local law enforcement authorities having jurisdiction, when appropriate. In any event, civilians or contract employees suspected of committing a drug offense on a military installation may be removed there from at the earliest opportunity. When illegal drugs are discovered in the course of an inspection or search of a vehicle operated by a civilian or contract employee, the employee vehicle may be detained for a reasonable period of time necessary to turn the employees and the vehicle over to appropriate civil law enforcement officials, and action may be taken to suspend, revoke or deny installation driving privileges. Implicit with the acceptance of this contract is the contractor's agreement to comply with all federal statues, laws and regulations, including those regulations issued by the "MATERIAL AND WORKMANSHIP" of the Contract Clauses.

1.8.2.13 Tobacco Use

Smoking is permitted only in areas as may be designated by the Commanding Officer.

1.9 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.9.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration

SECTION 01 11 00 Page 13 sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Sections 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.9.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.9.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.10 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

SECTION 01 11 00 Page 14

1.11 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.12.1 Contractor Responsibility

The project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. Obtain information concerning rain, wind and wave conditions that could influence safety, hauling and placement operations prior to submitting a proposal or bid.

a. Research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. Develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and unusually severe weather with the purpose to note impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days will include days impacted by actual adverse weather, be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the

SECTION 01 11 00 Page 15 number of days anticipated for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

1.13 SECURITY FORMS

The forms mentioned in paragraph CONTRACTOR ACCESS AND USE OF PREMISES of this Section are appended at the end of this Section.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 16

SECTION 01 11 00 APPENDIX A

SECTION 01 11 00 Page A1

SECTION 01 11 00 Page A2

SECTION 01 11 00 Page A3

SECTION 01 11 00 Page A4

SECTION 01 11 00 Page A5

SECTION 01 11 00 Page A6

SECTION 01 11 00 Page A7

SECTION 01 11 00 Page A8

SECTION 01 11 00 Page A9

SECTION 01 11 00 Page A10

SECTION 01 11 00 Page A11

SECTION 01 11 00 Page A12

SECTION 01 11 00 Page A13

SECTION 01 11 00 Page A14

SECTION 01 11 00 Page A15

SWFLANTINST 5530.7N

10 Feb 2018

B-5

SUITABILITY DETERMINATION PROCESS

1. Requesting command requires the individual to complete and sign a consent form which authorizes SUBASE to conduct a National Crime Information Center (NCIC) Check.

2. Requesting command forwards the consent form to SUBASE security.

3. SUBASE security conducts the NCIC check and forwards results to SUBASE admin for adjudication.

4. SUBASE admin reports NCIC results to the requesting command.

5. If the NCIC check is favorable, based upon criteria in Appendix G of reference (i), the requesting command will require the individual to complete a security questionnaire (SF-85) via e-QIP, a set of electronic fingerprints and a Declaration of Federal Employment (OF-306).

6. Requesting command reviews the completed SF-85 and OF-306 for accuracy and determines if the individual is suitable for temporary access to the RA as requested.

a. The requesting command security representative will make a suitability determination based upon a review of the SF-85 and OF-306, using criteria provided in Appendix G of reference (i).

b. Derogatory information disclosed will result in the contractor requiring an escort until the investigation is adjudicated favorably by SWFLANT Security Management Division.

Note: A favorable review is not automatic. The decision to grant temporary access rests with the requesting command security representative.

7. Upon favorable review of the security questionnaire, the requesting command’s security representative will:

a. Electronically submit SF-85, OF-306 and electronic fingerprints to OPM to conduct a NACI investigation.

b. Provide applicable security representatives a list of personnel with authorized temporary access. Once the NACI shows a status of “open” in JPAS or the Case Adjudication Tracking System (CATS), the applicable security representatives may use this list to authorize access to their respective areas via the security badge application or visit request process.

c. Request SUBASE security issue the individual a 90-day, unescorted temporary badge.

Ninety days should allow adequate time for processing the NACI. In the event the NACI process is delayed, the applicable security representative may extend this temporary badge for two additional 90-day periods (not to exceed 270 total days).

Exhibit B-1 Suitability Determination Process

SECTION 01 11 00 APPENDIX B

SECTION 01 11 00 Page B1

B-6

d. Track the status of the investigation. Respond to OPM inquiries, if applicable, and ensure the investigation opens. Unescorted access is not authorized until the NACI investigation is open in JPAS or CATS.

e. Investigations must be…