B.08.02 20B0014Volume2Specs_RTA.pdf

W912EP20B0014

Jacksonville District

Maintenance Dredging, U.S. Naval Station Mayport, 50-Foot Project, Jacksonville Harbor, 47-Foot Project, and Construction Dredging, Jacksonville Harbor High Spot Removal

Duval County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

M/D, USNS Mayport, 50-Ft Project, Jax Harbor, 47-Ft Project, and C/D, Jax Harbor High Spot Removal

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

01 57 25 TURBIDITY AND DISPOSAL MONITORING

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

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- 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: CHARLIE TOWER ARP

PID: BBDC09

Stamping: CHARLIE TOWER ARP Setting: GPS System mounted of a Post, Pole or other permanent support affixed to a building or structure.

Description: Station is located at the U.S. Naval Station, Mayport, Duval Co., FL. To reach from the Main Gate of Mayport Naval Station on Mayport Road, go north then east on Main Steet 2.1 miles until reaching the peninsula that protrudes east toward the Atlantic Ocean, bordered by the St. Johns River to the north and Mayport Entrance Channel to the south. Proceed to the lookout tower and station location. Point is the GPS antenna attached to an aluminum pole mounted to the south handrail of C-Tower.

SECTION 00 31 21 Page 2

Designation: STARK

PID: BBBZ99

Stamping: STARK 1987 JAX FLA Stability:

Setting: Set in top of concrete monument

Description:

Station is located at U.S. Naval Station, Mayport, Duval Co., FL. To reach from the Main Gate of Mayport Naval Station, go east on Main Road 1.5 miles to Carrier Basin. Proceed east 0.5 miles until reaching peninsula that protrudes east toward the Atlantic Ocean and bordered by the St. Johns River to the north and Mayport Entrance Channel to the south. Mark is 21 ft from NE corner of chain-link fence and 31.6 ft from SE corner of chain-link fence which surrounds signal gun emplacement.

SECTION 00 31 21 Page 3

Designation: BIMT-101

PID: BBBX61

Stamping: BIMT-101, 2010, JAX DIST Setting: Set in top of concrete monument

Description: To reach from the intersection of Heckscher Dr and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate. Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Turn left and proceed southerly 0.7 miles to an area known as Navy Point and station location.

SECTION 00 31 21 Page 4

Designation: USACE BIMT ARP

PID: BBGM25

Stamping: NONE Setting: Unspecified setting

Description: To reach mark, proceed to the Marine Corps Support Facility Blount Island Command on the northeast side of Jacksonville, Duval County, FL. Permission must be granted for entry into base through an controlled entry point. Station is located just before an area called Navy Point and is attached to a group of electrical junction boxes, on the east side of the road. Point is a GPS antenna attached with an aluminum pole attached to a larger pipe which is part of the stand for the junction boxes.

SECTION 00 31 21 Page 5

DESIGNATION - 872 0218 A TIDAL

PID - DI9221

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED STAINLESS STEEL ROD W/O SLEEVE

STAMPING: 0218 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - May 23, 2007

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED NOS

HISTORY - 2006 GOOD FLDEP

HISTORY - 20070523 GOOD FLDEP

STATION DESCRIPTION (2007)

TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE HIGHWAY

10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF MAYPORT, GO

NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI TO THE JUNCTION OF

STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET) AND STATE HIGHWAY A1A NORTH

(STATE ROAD) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE

ROAD-OCEAN STREET) AND GO NORTHWEST FOR 3.65 MI TO THE ENTRANCE TO THE

SAINT JOHNS BAR PILOT ASSOCIATION AND THE MARK ON THE LEFT.

MARK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 67.8 FT WITH

A NOS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH OCEAN STREET, THE

DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NOS LOGO CAP.

LOCATED 462.5 FT NORTH OF THE APPROXIMATE CENTERLINE OF OCEAN STREET,

218.5 FT WEST OF THE CENTER OF THE PILOT ASSOCIATION DOCK, 218.0 FT

SOUTHWEST OF THE PILOT ASSOCIATION BUILDING, 122.6 FT WEST OF THE

NORTHWEST CORNER OF THE PILOT ASSOCIATION CLUB, 63.0 FT NORTH-NORTHWEST OF

A POWER POLE WITH TWO LIGHTS ATTACHED AND 1.0 FT SOUTHWEST OF THE

NORTHWEST END OF A 6.0 FT TALL CHAIN LINK FENCE.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.

SECTION 00 31 21 Page 6

DESIGNATION - 872 0218 A TIDAL (continued)

SECTION 00 31 21 Page 7

DESIGNATION - 872 0219 A TIDAL

PID - DI0931

TIDAL BM - This is a Tidal Bench Mark.

STATE/COUNTY- FL/DUVAL

MARKER: FLANGE-ENCASED ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: 0219 A 1995

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR

SATELLITE OBSERVATIONS - October 04, 2002 ROD/PIPE-DEPTH: 16.2 meters

HISTORY - Date Condition Report By

HISTORY - 1995 MONUMENTED FLDEP

HISTORY - 20021004 GOOD FLDEP

STATION DESCRIPTION

THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF

JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 27 EAST.

TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE HIGHWAY

105 (HECKSCHER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO WEST ON

STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 0.1 MI TO THE INTERSECTION OF NEW

BERLIN ROAD, TURN LEFT ON NEW BERLIN ROAD AND GO SOUTH FOR 1.0 MI TO THE

JUNCTION OF DAMES POINT ROAD ON THE RIGHT, TURN RIGHT ON DAMES POINT ROAD

AND GO SOUTHERLY FOR 0.65 MI TO THE JUNCTION OF A PAVED ROAD ON THE LEFT

LEADING TO DAMES POINT PARK, TURN LEFT ON THE PAVED ROAD AND GO SOUTHERLY

FOR 0.3 MI TO THE ENTRANCE TO DAMES POINT PARK, PASSING THROUGH THE

ENTRANCE, CONTINUE SOUTHERLY FOR 0.05 MI TO THE DEAD END AND THE MARK IN

THE EXTENDED CENTER OF THE ROAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL

AT A DEPTH OF 53.2 FT WITH AN NOS LOGO CAP FLUSH WITH THE GROUND AND ABOUT

LEVEL WITH DAMES POINT ROAD, THE DATUM POINT IS RECESSED 0.6 FT BELOW THE

LEVEL OF THE NOS LOGO CAP.

LOCATED 142.0 FT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARK

RESTROOM, 100.4 FT WEST OF THE EAST END OF THE GUARDRAIL, 74.0 FT EAST OF

THE WEST END OF THE GUARDRAIL AND 1.0 FT WEST OF THE GUARDRAIL.

NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wind, wave, and weather data are provided for inclusion into the subject P&S. The water level datums provided here are for information only and are not for use in conjunction with any contract-related hydrographic surveying.

a) Water Stages. Water levels in the project area are mainly affected by wind and semi-diurnal tidal fluctuations from the Atlantic Ocean, but could also be affected by riverine influences from the St. Johns River. The project area is subject to tropical system storm surge from June through November. Surge from extratropical storms may affect the area any time of the year.

Elevations of tidal datums in the vicinity of the project area were gathered using the National Oceanic and Atmospheric Administration’s (NOAA) National Ocean Service (NOS) tide stations shown in Figure 1 and Tables 1, 2 and 3. These data are referenced to Mean Lower-Low Water (MLLW) from the tidal epoch period of 1983 – 2001 and are based on a controlling tide station near Mayport, Florida (NOAA Tide Station 8720220) for the Fulton (8720221) station and a controlling tide station near Fernandina Beach, Florida (NOAA Tide Station 8720030) for the Mayport (8720218) and Jacksonville Beach (8720291) stations. Additional tidal data on stations in the vicinity of the subject project area can be found at the following website:

https://tidesandcurrents.noaa.gov/map/index.html?region=Florida.

The elevations in Table 1 were taken from NOAA’s Tide Station 8720221 (Fulton, St. Johns River, FL). These datums are based on a 5-month analysis from October 1977 – February 1978 from a gauge on the St. Johns River, which is roughly 1 mile (mi) west of the Buck Island disposal area.

The elevations in Table 2 were taken from NOAA’s Tide Station 8720218 (Mayport, Bar Pilots Dock, FL). These datums are based on a 12-month analysis from January 2016 – December 2016 from a gauge on the St. Johns River, which is roughly 2 miles (mi) west of the Mayport Entrance Channel.

The elevations in Table 3 were taken from NOAA’s Tide Station 8720291 (Jacksonville Beach, FL). These datums are based on a 12-month analysis from May 1974 – April 1975 from a gauge on the St. Johns River, which is roughly 9 miles (mi) south of the St. Johns River Entrance Channel.

See next page.

https://tidesandcurrents.noaa.gov/map/index.html?region=Florida

SECTION 00 33 50 Page 2

Figure 1. NOAA Tide Stations in the Vicinity of the Project Area

Table 1. Datums from NOAA Station 8720221 (Fulton, St. Johns River, FL)

Location: 30° 23.4' N, 81° 33.4' W Analysis Period: Oct. 1977 – Feb. 1978

Datum Elevation (ft-MLLW) Mean Higher-High Water (MHHW) 3.91 Mean High Water (MHW) 3.71 North American Vertical Datum of 1998 (NAVD) 2.36 Mean Sea Level (MSL) 1.96 Mean Tide Level (MTL) 1.90 Mean Low Water (MLW) 0.10 Mean Lower-Low Water (MLLW) 0.00

SECTION 00 33 50 Page 3

Table 2. Datums from NOAA Station 8720218 (Mayport, Bar Pilots Dock, FL)

Location: 30° 23.8' N, 81° 25.8' W Analysis Period: Jan. 2016 – Dec. 2016

Datum Elevation (ft-MLLW) Highest Observed Water Level (10/7/2016) 8.17 Mean Higher-High Water (MHHW) 3.63 Mean High Water (MHW) 3.47 North American Vertical Datum of 1998 (NAVD) 2.21 Mean Tide Level (MSL) 1.85 Mean Sea Level (MTL) 1.79 Mean Low Water (MLW) 0.11

Lowest Observed Water Level (3/8/2008) -2.54

Table 3. Datums from NOAA Station 8720291 (Jacksonville Beach, FL)

Location: 30° 17' N, 81° 23.2' W Analysis Period: May 1974 – Apr. 1975

Datum Elevation (ft-MLLW) Highest Observed Water Level (5/18/1999) 7.57 Mean Higher-High Water (MHHW) 5.62 Mean High Water (MHW) 5.24 North American Vertical Datum of 1998 (NAVD) 3.14 Mean Tide Level (MSL) 2.70 Mean Sea Level (MTL) 2.55 Mean Low Water (MLW) 0.17

Lowest Observed Water Level (2/18/1996) -2.56

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area, are included in the publication East Coast of North and South America Tide Tables, United States (U.S.) Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean tide levels, diurnal tide ranges, and some astronomical data (sunrise, sunset, moonrise, and moonset). Of note, tidal data provided in this publication are also listed at the following website: https://tidesandcurrents.noaa.gov/tide_predictions.html.

b) Wind and Wave Data. The publications in this section include wind and wave information in the vicinity of the project area. They are available for review at the websites or agencies indicated.

https://tidesandcurrents.noaa.gov/tide_predictions.html

SECTION 00 33 50 Page 4

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 is a publication that supplements the navigational information shown on NOAA’s NOS nautical charts and provides miscellaneous meteorological data. This publication is available through NOAA or on the following website: https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

2. U.S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database is a wave hindcast database for various stations located along the U.S.

Atlantic, Gulf of Mexico, and Caribbean coastlines. WIS Station 63407 is located in roughly 15.0 meters (m) of water relative to the Mean Sea Level (MSL) datum (i.e. 49.2 feet [ft] MSL) at 30° 25.2' N, 81° 15.0' W. This station lies approximately 9.0 mi east of the mouth of the St. Johns River. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 35-year period of 1980 – 2014. The following website provides links to WIS summary tables and plots, as well as other sources of wave data: http://wis.usace.army.mil/.

3. National Data Buoy Center (NDBC) 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 include wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gauge readings are updated hourly, and archived data is available for most stations. The website address for data relevant to St. Johns County projects is http://www.ndbc.noaa.gov/maps/Florida.shtml.

c) Weather Conditions. The project area is subject to tropical systems June through November and to windy and rainy weather any time of the year. The climate of the area is essentially tropical, as temperatures below freezing are seldom. During the wet season (May through October), rainfall events are usually short and sporadic and closely associated with convective activity. Winter months generally constitute the dry season, where rainfall is typically associated with mid-latitude, or extratropical, systems and distributed in a more spatially uniform pattern. Daily rainfall events in the dry season are occasionally heavy when mid-latitude systems impact northeast Florida.

Notably, hazardous thunderstorms can occur in this area at any time of the year.

1. It is 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 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 Jacksonville Craig Municipal Airport, FL gauge (ID USW00053860) lies roughly 6 miles southeast of the project area at 30° 20.2' N, 81° 30.9' W, where monthly normal rainfall data are provided over the period of record from January 2010 to December 2010.

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

1.3 DEFINITIONS

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.2 Location

1.4.3 Contractor Access and Use of Premises for Mayport Project

1.4.3.1 Subcontractors and Personnel Contacts

1.4.3.2 Installation Access

1.4.3.2.1 Registration for DBIDS

1.4.3.2.2 DBIDS Eligibility Requirements

1.4.3.2.3 DBIDS Notification Requirements

1.4.3.2.4 Pier Area Access Passes

1.4.3.3 No Smoking Policy

1.4.4 Safety Requirements

1.4.5 Work Performed by Others

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 LAYOUT OF WORK

1.8.1 Established Project Control

1.8.2 Layout

1.8.3 Survey

1.9 DAMAGE TO WORK

1.10 EXISTING WORK

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

1.11.1 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

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 Mayport SECTION 00 31 32.10, Geotechnical Data Report for U.S. Naval Station Mayport, Maintenance Dredging, 50-Foot Project, Duval County, Florida

GDR Jacksonville Harbor SECTION 00 31 32.20, Geotechnical Data Report for Maintenance Dredging, Jacksonville Harbor, 47-Foot Project, and Construction Dredging, Jacksonville Harbor, High Spot Removal, Duval County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List Of Contact Personnel ; G, RO

1.3 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.

SECTION 01 11 00 Page 2

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

Project work consists of maintenance dredging in the Mayport approach channels and turning basin, and the Jacksonville Harbor federal channel.

Work also includes construction dredging in the Jacksonville Harbor designated high spots as shown on the drawings. The contract is split between a base and two options. The contract Base element consists of portions of Bar Cut-3, the Mayport Entrance Channel, Turning Basin, Destroyer Basin, and Small Boat Basin. Option A consists of portions of Jacksonville Harbor Bar Cut-3 to Cut-17. Option B consists of removing designated high spots in the Atlantic Ocean East-Southeast of Bar Cut-3.

For Option A, excavated material will be transported to and placed in Buck Island Cell A. For the Base and Option B, excavated material will be transported to and placed in the Jacksonville ODMDS Release Zone shown on the drawings. Work also includes turbidity monitoring, endangered species observers (hopper dredges only), sea turtle trawl-sweeping (hopper dredges only), and marine animal observer (clamshell dredges only).

1.4.2 Location

U. S. Naval Station Mayport is located at the mouth of the St. Johns River in Duval County, Florida where it enters the Atlantic Ocean and is accessible from both bodies of water. Land access is available from Florida SR A1A. The work is also located in Jacksonville Harbor project located in Duval County, Florida on the northeast coast of Florida in the St. Johns River.

1.4.3 Contractor Access and Use of Premises for Mayport Project

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 to the Base shall 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.

A partial list of key NS Mayport regulations is provided:

Appendix A, SOPA(ADMIN)MYPTINST 3440.3B, Destructive Weather Annex.

1.4.3.1 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.

1.4.3.2 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

SECTION 01 11 00 Page 3 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. If the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections.

1.4.3.2.1 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.

b. Present two forms of 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.

1.4.3.2.2 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.

1.4.3.2.3 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

SECTION 01 11 00 Page 4 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.

1.4.3.2.4 Pier Area Access Passes

Access to the wharf will require all Contractor personnel to obtain pier area passes. Contractor must prepare personnel lists with supporting documentation and coordinate with the Contracting Officer for these passes. Typically passes will need to be renewed on approximately a weekly basis.

1.4.3.3 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 tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.4.4 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.4.5 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

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.

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 Section 00 31 32 GEOTECHNICAL DATA REPORT for each area ( GDR Mayport and GDR Jacksonville Harbor ) and the core boring locations are shown on the drawings. Also, see GDR Mayport and GDR Jacksonville Harbor for instructions concerning availability of core borings for inspection.

SECTION 01 11 00 Page 5

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, cruise ships, 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 are provided on the ehydro web site:

https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d Survey numbers are indicated on the drawings.

1.8 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.

1.8.1 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 6 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 Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.8.2 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.

1.8.3 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 monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments 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.

1.9 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 job prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job 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 job 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.

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1.10 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.

1.11 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.

1.11.1 Contractor Responsibility

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

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall 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 shall include

SECTION 01 11 00 Page 8 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 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.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 9

SOPA(ADMIN)MYPTINST 3440.3B CH-1

12 Jun2017

SECTION 4 HAZARD SPECIFIC ANNEX 1

DESTRUCTIVE WEATHER

1. Scope. This appendix describes hazardous weather elements as including high wind gusts, high sustained winds, thunderstorms, tornadoes, hail and/or lightning. Because of Naval Station

Mayport’s location, the risk from destructive weather exists from various weather systems/conditions. This appendix addresses destructive weather hazards.

2. Overview. Naval Station Mayport is subject to various weather phenomena from mild pleasant conditions to catastrophic life endangering environments. This appendix addresses weather conditions from small craft advisories to tropical cyclone warnings.

a. Weather Terms and Definitions

(1) Terminology used in Fleet Weather Center-Norfolk warnings.

(a) Small Craft Warning. Winds speeds up to 33 knots (38 mph) including gusts. The lower threshold for issuing such a warning is set by local area authority. Installation notifications are executed by FWC-Norfolk and Mayport Weather via AtHoc.

(b) Storm Warning. Sustained wind speed (non-tropical) of 48 knots (55 mph) or greater. Installation notifications are executed by Fleet Weather Center -Norfolk and Mayport

Weather via AtHoc.

(c) Thunderstorm. Thunderstorms are forecast to impact the warning area with gusty winds with velocities less than 50 knots (58 mph). Lightning and thunder can be expected; hail, if any, less than ¾ inch in diameter. Installation notifications are executed by Fleet Weather

Center -Norfolk and Mayport Weather via AtHoc.

(d) Severe Thunderstorm. Severe thunderstorms with wind gust 50 knots (58 mph) or greater. Lightning, thunder and hail, if any, ¾ inch or greater in diameter are forecast to impact the warning area. Installation notifications are executed by Fleet Weather Center -Norfolk and

Mayport Weather via AtHoc.

(e) Tornado. Tornadoes have been sighted or detected by RADAR in or adjacent to the warning area, or have a strong potential to develop in the warning area. Installation notifications are executed by Mayport Emergency Management Office, Fleet Weather Center -

Norfolk, and Mayport Weather via AtHoc.

(f) Tropical Wind Warnings. Wind speeds of 34 - 49 knots (39-56 mph) that are associated with a tropical system). Heavy rains, thunderstorms, lightning, tornadoes, storm surge and hail may also be expected. Installation notifications are executed by Mayport Emergency

Management Office, Fleet Weather Center -Norfolk, and Mayport Weather via AtHoc.

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SECTION 01 11 00 A-1

(g) Tropical Cyclone. Tropical systems with wind speed of 50 knots (58 mph) or greater. Heavy rains, thunderstorms, lightning, tornadoes, storm surge and hail may also be expected. Installation notifications are executed by Mayport Emergency Management Office, Fleet Weather Center -Norfolk, and Mayport Weather via AtHoc.

(2) Terminology used by the National Weather Service.

(a) Severe Thunderstorm or Tornado Watch. Conditions are conducive for tornadic activity and/or severe thunderstorms within and close to the watch area.

(b) Severe Thunderstorm or Tornado Warning. A severe thunderstorm or tornado has been confirmed by observation or indicated by weather radar. Personnel close to the storm should take cover immediately. Those further away should take cover if threatening conditions approach.

(c) Tropical Storm/Hurricane Watch. Tropical Storm/Hurricane pose a possible threat to a specified coastal area within 36 hours.

(d) Tropical Storm/Hurricane Warning. Tropical Storm/Hurricane force winds are expected in a specified coastal area within 24 hours. Tropical Wind Warnings will normally be issued more than 12 hours prior to the arrival of 34 to 49 knot (39-56 mph) winds.

b. Thunderstorms and Lightning. All thunderstorms are dangerous because they produce lightning and can also produce tornados, strong surface winds, hail and rapid or flash flooding.

(1) In the United States annually, an average of 380 people are injured with 80 of those killed.

(2) Not all thunderstorms produce rain, but the effect of lightning has caused many fires especially in drought stricken woods, forests and grass type lands.

(3) Thunderstorm Conditions

(a) Condition 2 - Destructive winds (50 knots [58 mph) accompanying the phenomena indicated is expected in the general area within 6 hours.

(b) Condition 1 - Destructive winds (50 knots [58 mph]) of force indicated accompanying the phenomena is imminent. Lightning, thunder and hail are anticipated. A less the 30 minute warning is likely.

c. Tornados. Naval Station Mayport is susceptible to tornados. A tornado is the most violent

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of all storms. Spawned by strong thunderstorms, a tornado can destroy a neighborhood in seconds and take many lives. Tornados are rotating funnel-shaped clouds extending from a thunderstorm to the ground with whirling winds possibly reaching 300 miles per hours.

Tornados can last a few minutes to twenty minutes or longer and the damaging paths they create can range from yards to a mile in width and up to 50 miles long.

(1) Some tornadoes are clearly visible, while rain or nearby low-hanging clouds obscure others. Whether clearly visible or obscure, they have a loud roaring noise likened to that of a train.

(2) Waterspouts are tornadoes that form over water. Their effects normally diminish quickly once they pass over land.

(3) Tornado Conditions.

(a) Condition 2 - Destructive winds accompanying the phenomena indicated is expected in the general area within 6 hours.

(b) Condition 1 - Destructive winds of force indicated accompanying the phenomena is imminent. Lightning, thunder and hail are anticipated. A less the 30 minute warning is likely.

d. Tropical Cyclones. Tropical cyclones affecting the Southeast Region normally occur June st through November 30 th (referred to as the “Tropical Cyclone Season”) with September being the peak month for storm activity. Tropical cyclones have occurred in May and December;

however, they are a rare occurrence.

(1) To prepare for tropical cyclone arrival, Naval Station Mayport is prepared to place the installation into five distinct stages called Conditions of Readiness (CORs). Annually, Commander Navy Region Southeast will transmit a COR 5 message placing all installations under their watch on June 1 st and a COR termination message on or about 1 December. Naval

Station Mayport will transmit a COR 5 attainment message back to Commander Navy Region

Southeast when all specifications are attained in the COR 5 checklists.

(2) Tropical Cyclone Conditions of Readiness (COR)

(a) COR 5 – Due to the geographical location of Naval Station Mayport, COR 5 will be a minimum state of readiness from June 1 st through November 30 th

(b) 120 Hour Checklist. Destructive winds possible within 5 Days/120 hours.

(c) 96 Hour Checklist. Destructive winds possible within 4 Days/96 hours.

(d) COR 4 - Destructive winds possible within 72 hours.

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SECTION 01 11 00 A-3

(e) COR 3 - Destructive winds possible within 48 hours.

(f) COR 2 - Destructive winds anticipated within 24 hours.

(g) COR 1 - Destructive winds are occurring or anticipated within 12 hours.

(3) Categories of Tropical Cyclones. The minimum Tropical Cyclone has no category even though it has winds 50 to 63 knots (58 - 73 mph). Winds cause damage to shrubbery, trees, foliage and poorly constructed, non-secured utility buildings or fixtures (awnings, lawn furniture, etc.).

(a) Category One Hurricane

1. Winds 64 - 82 knots (74 - 95 mph). Winds cause damage primarily to shrubbery, trees, foliage and to mobile homes not properly anchored. No real damage to permanent building structures. Minor power distribution failures may occur for short periods of time.

2. Storm Surge four to five feet above mean water level. Low-lying coastal roads may be inundated, minor pier damage.

(b) Category Two Hurricane

1. Winds 83 - 95 knots (96 - 110 mph). Winds cause considerable damage to shrubbery and tree foliage, some trees blown down. Expect major structural damage to exposed mobile homes. Some damage to roofing material, windows and doors - no major damage to permanent building structures. Minor power distribution failures may occur for short periods of time.

2. Storm Surges ranging from 6' to 8' above mean water level. Coastal roads and low-lying escape routes inland cut by rising water. Considerable pier damage, marinas flooded.

Evacuation of some shoreline residences and low lying island areas will be required.

(c) Category Three Hurricane

1. Winds 96 - 113 knots (111 - 130 mph). Winds cause considerable damage to shrubbery and trees, with large trees blown down. Some roofing material damage, some window and door damage, some structural damage to small residences and utility buildings. Mobile homes destroyed. Minor structural wall failure is expected. Major power distribution failures may occur, possibly causing loss of water and sewer for extended periods of time.

2. Storm Surges 9 to 12 feet above mean water level causes serious flooding along the coast with many smaller structures destroyed. Larger structures are damaged by the battering

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of floating debris. Low-lying escape routes inland are cut by rising water.

(d) Category Four Hurricane

1. Winds 114 - 135 knots (131 - 155 mph). Winds will cause extensive damage to shrubbery and trees, with large trees blown down. Expect extensive roofing material, window and door damage. Complete failure of roof structures on many small residences and complete destruction of mobile homes. Major power distribution failures causing loss of water and sewer for extended periods of time.

2. Storm Surges ranging from 13' to 17' above mean water level. Major damage to lower floors of structures near the shore due to flooding and battering action. Low-lying escape routes inland cut by rising water. Major erosion of beach areas.

(e) Category Five Hurricane

1. Winds greater than 135 knots (155 mph). Winds will cause extensive damage to shrubbery and trees, with large trees blown down. Extensive roofing material, window and door damage. Complete failure of roof structures on many residences and industrial buildings.

Extensive glass failure and some complete building failures; small buildings overturned and blown over or away and complete destruction of mobile homes. Major power distribution failures causing loss of water and sewer for extended periods of time.

2. Storm Surge, greater than 18 feet above mean water level. Major damage to lower floors of all structures. Low-lying escape routes inland cut by rising water. Evacuation of residential areas situated on low ground within 5 to 10 miles of shoreline may be required.

d. Flooding. Can come from rain, dam/levee failure and melting snow. Some floods develop slowly over days while others develop within minutes without any visible signs of rain.

(1) Floods can affect a local neighborhood or community to extremely large areas covering entire river basins and multiple states.

(2) Flash floods are often more dangerous as they develop very quickly and can be in the form of a wall of roaring water that contains rocks, mud and debris.

e. Other potential dangerous weather conditions.

(1) Extreme Heat. High humidity and temperatures can cause heat stress and if not properly treated, death can occur. The U.S. Navy has a safety standard for hot humid conditions called flag conditions that pertain how long individuals can work out of doors. The flag conditions are displayed in colors of Blue, Green, Yellow, Red and Black. They range from

Blue Flag, normal outdoor work to Black Flag where outdoor exposure is measured in minutes.

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Flag conditions are normally set by the Installation medical facility.

(2) Winter Storms. Although Naval Station Mayport can experience cold weather it is normally short lived. However, most serious cold event is in frost or snow turning into ice on bridges. Snow fall isn’t measured in feet but in inches, and the effects can still be devastating.

There is little or no snow clearing equipment available in northeast Florida and most of the drivers are not experienced in driving on snow covered roads, which can cause many accidents.

3. General Guidance

a. Assumptions: There will be advance warning when a tropical storm approaches.

b. Lead and Support Department Roles and Responsibilities

(1) Specific roles and responsibilities of key command personnel are outlined in

Appendices A though I of this Annex. The following is a brief description.

(2) The Installation Commanding Officer is responsible for the state of readiness of Naval

Station Mayport and shall ensure the proper dissemination of this instruction. In addition, the

Installation Commanding officer directs preparedness prior to the arrival of a tropical storm or hurricane, supports mission critical areas, and coordinates base reconstitution and recovery operations. Succession of command is as follows; Installation Commanding Officer to

Installation Executive Officer to Installation Air Operations Officer.

(3) The Installation Executive Officer is designated as Hurricane and/or Tropical Storm

Officer and is responsible for all reports to higher authority. He will assist the Installation

Commanding Officer as required and assume command in his absence. In addition, he will implement the station recall bill for Mission Essential Program personnel when required and coordinate status reports in…