PRARNG JTC Specs v2 Pre-Solicitation DRAFT_17May21.pdf

PRARNG JTC, CAMP SANTIAGO, PUERTO RICO

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 32 GEOTECHNICAL DATA REPORT (SEE SEPARATE FILE)

00 33 50 WEATHER AND WATER STAGE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS AND SPECIAL PROVISIONS

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 13 SPECIAL CONTRACT REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

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

01 45 04 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED/RECOVERED MATERIALS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 42 13 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

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W912EP20R0043

DRAFT

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 11 13 BITUMINOUS DAMPPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 56 13 STEEL SHELVING

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10 71 13.13 STORM SHUTTERS

DIVISION 11 - EQUIPMENT

11 46 01.01 FOOD SERVICE EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 34 00 MANUFACTURED PLASTIC CASEWORK

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 FURNITURE AND FURNITURE INSTALLATION

12 59 00 SYSTEMS FURNITURE

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 21 03 WET CHEMICAL FIRE EXTINGUISHING SYSTEM

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 01 30.41 HVAC SYSTEM CLEANING

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 20 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 81 29 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (HVAC)

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (FIRE

ALARMS/MASS NOTIFCATION)

25 05 11.03 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

(MULTIPLE)

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 16 SECONDARY UNIT SUBSTATIONS

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26 13 00 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 20 01.12 INTERIOR DISTRIBUTION SYSTEM FOR COMMUNICATIONS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

31 62 16.13 STEEL PIPE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 14 13.13 INTERLOCKING PRECAST CONCRETE UNIT PAVING

32 16 15 CONCRETE BLOCK PAVEMENTS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS / LIQUEFIED PETROLEUM GAS DISTRIBUTION

PIPELINES

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 72 02 UNDERGROUND COMMUNICATION SYSTEM

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

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PROJECT TABLE OF CONTENTS Page 5

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 33 50

WEATHER AND WATER STAGE DATA

PART 1 GENERAL

1.1 Water Stages Report

1.2 Weather Days

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 33 50 Page 1

SECTION 00 33 50

WEATHER AND WATER STAGE DATA

PART 1 GENERAL

1.1 Water Stages Report

a. The below-stated water fluctuations are for informational purposes only and are not to be utilized in conjunction with any contract-related hydrographic surveying purposes as noted on the control drawing(s) of the contract plans. All elevations in this section are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD).

b. Water levels in the project area are affected by wind, rainfall, evaporation, local runoff and groundwater levels.

c. The contractor should not expect that water levels/flows will be manipulated for contractor.

d. Water levels in the project area are also subject to rapid changes due to steep terrain. Stages can rise rapidly to flood conditions within one to two hours after the causative rainfall, with little or no warning.

e. It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference is made to the National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data – Monthly Summary, which contains climatological and meteorological observations and data, including wind, rain, and temperature data. Subscription price and ordering information is available from the National Centers for Environmental Information, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at:

https://www.ncdc.noaa.gov/.

f. The climate of the area is essentially tropical and humid.

Temperatures below freezing are rare. The wet season in the project area is from May through November. The hurricane season is from June through November. In general, the winter months constitute the dry season and the summer months comprise the wet season. Occasionally, daily rainfall in the dry season can be quite heavy. The project site is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather throughout the year.

Weather forecasts as well as actual rainfall information from the National Weather Service San Juan, Puerto Rico forecast office can be found at: https://www.weather.gov/sju/

g. The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY

WORK WEEK

The average number of work days in each calendar month with precipitation greater than or equal to 0.10 inches is provided for the

DOCUMENT 00 33 50 Page 2 project area in the below table. This information is based on data obtained from Station PONCE 4 E located at latitude 18.0257 degrees and longitude -66.5252 degrees.

1.2 Weather Days

Average Number of Days per Month Based on a 5-Day Work Week With Rainfall > 0.1 Inches

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

Gage Name JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

PONCE 4 E 2 2 3 3 4 3 4 4 5 6 5 2

The data were obtained from Climatography of the United States No. 20 Monthly Station Climate Summaries for Puerto Rico, published by the National Climatic Data Center, NOAA, for the period of record 1981-2010.

The values in this table have been rounded to the nearest whole number.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 33 50 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Base Bid - Barracks

1.2.1.2 Base Bid - Demolition

1.2.1.3 Option Bid Items

1.2.1.3.1 Option - Barracks FF&E

1.2.1.3.2 Option - DFAC

1.2.1.3.3 Option - DFAC FF&E

1.2.1.3.4 Option - HQ

1.2.1.3.4.1 Option - HQ1, HQ2, HQ4, HQ6

1.2.1.3.4.2 Option - HQ5

1.2.1.3.4.3 Option - HQ-North Of 18Th Ave/West Of 3Rd Street:

HQ2, HQ4, HQ5-B

1.2.1.3.4.4 Option - HQ -South Of 16Th Ave/North Of 8th St:

HQ1, HQ2, HQ6

1.2.1.3.4.5 Option - HQ - South Of 8th Street: HQ4, HQ5-A

1.2.1.3.5 Option - Demolition - ACM Abatement

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 EXISTING WORK

1.9 LOCATION OF UNDERGROUND FACILITIES

1.9.1 Notification Prior to Excavation

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

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 Contractor Responsibility

1.11 UNITS OF MEASURE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 11 00 Page 1

-- 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 FINDINGS AND RECOMMENDATIONS REPORT for Camp Santiago Joint Training Center Facility Restoration, Puerto Rico

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

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2019) Structural Engineering

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED BDC Ref Guide (2021) USGBC LEED Reference Guide for Building Design and Construction, v4.1

INTERNATIONAL CODE COUNCIL (ICC)

ICC 500 (2020) ICC/NSSA Standard for the Design and Construction of Storm Shelters

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

All facilities to be constructed are within an area of Camp Santiago known as the Joint Training Center (JTC). Camp Santiago is comprised of approximately 16,000 acres of land controlled by the Puerto Rico Army National Guard (PRARNG), and is located on the southeast side of Puerto Rico within the city limits of Salinas.

This is a Design-Bid-Build project which includes extension of design on several items, including a quantity of three (3) pre-engineered metal battalion maintenance buildings (HQ5) and fire protection equipment.

Utilities on the installation are mostly public. The Puerto Rico Aqueduct and Sewer Authority (PRASA) is the provider of water and sanitary services. The Puerto Rico Energy and Power Authority (PREPA) is the provider of electrical power. Electrical and water meters must meet the Authority to Operate (ATO) and Authority to Connect (ATC) requirements as

SECTION 01 11 00 Page 3 described within the contract requirements. The Contractor must obtain equipment from manufacturers meet all ATC and ATO requirements, and must provide a memorandum confirming this.

The Puerto Rico Telecommunications Board (PRTCB) is the provider of telecommunications services. Natural gas is not available on the site. The Contractor is responsible for the coordination, oversight, and payment for all work associated with and provided by private utility providers. The Contractor is responsible for obtaining all necessary permits required to construct this project and pay all applicable permit fees and municipal taxes. This includes, but is not limited to construction stormwater registration with the United States Environmental Protection Agency (USEPA) and in accordance with the local Puerto Rico Planning Board, PREPA (electrical), JRTPR (telecommunications), and any other required permits as needed to complete the work. All permits must be in hand prior to beginning any work.

There are two United States Army Corps of Engineers (USACE) entities involved in this project. USACE-Jacksonville (SAJ) District is the contracting agency and will be the Approving Authority for all elements of construction with the exception of extension of design elements. As the Designer of Record (DOR), USACE-Transatlantic Middle East (TAM) District is the Approving Authority for extension of design elements, such as the HQ5 pre-engineered metal buildings (PEMBs), and any structural changes that may arise due to differing site conditions.

There are several optional bid items that are described below.

1.2.1.1 Base Bid - Barracks

The base scope of work is for the construction of approximately 240,000 SF of barracks in accordance with contract documents, which amounts to a total of ten barracks consisting of three different types: two 2+2 Barracks, six Open Bay Barracks, and two Private Barracks. Associated site work for the Barracks is also required and includes the demolishment of 40 buildings, construction of support structures in accordance with contract documents. Support facilities include hardened surfaces, water management structures, and utilities.

The barracks are fully designed storm shelter facilities, with the results of a site specific geotechnical investigation carefully considered. All barracks consist of a concrete frame with CMU infill walls to meet design wind loading of 200 mph, and are required to have ICC 500 compliant impact protection system. Storm shutter specification has been included as an example of an ICC 500 compliant impact protection system to be approved by the end user.

The Barracks are designed for and require LEED BDC Ref Guide v4.1 Silver Certification to be obtained by the Contractor. The Contractor will be responsible for applying for LEED Silver and paying any associated fees for obtaining LEED Silver Certification. Contractor must tailor all O&M manuals for LEED requirement.

1.2.1.2 Base Bid - Demolition

The base scope of work includes demolition of a quantity of forty (40) existing buildings. The buildings that require demolishment consist of single-story light frame or masonry construction. The total square footage of the 40 buildings amounts to 129,256 SF. Several buildings

SECTION 01 11 00 Page 4 identified have had the structure removed but the foundation remains in place and requires further demolition. The average building is approximately 3,200 SF; the smallest building is 100 SF (recreation shelter), and the largest building is 4,259 SF (Transient Training Enlisted Barracks). For each building, remove the structure, slab, foundation, and associated hardscape and utility laterals. There are three buildings that contain Asbestos Containing Material (ACM) (Buildings 705, 725, 747). Lead Based Paint (LBP) has not been found in any buildings identified to be demolished. Abatement costs shall be placed in a separate CLIN. Refer to Section 02 41 00 DEMOLITION for more information.

1.2.1.3 Option Bid Items

There are several optional scope of work items that fall under the following three categories: Barracks, Dining Facilities (DFAC), and Headquarters (HQ). Reference the Bid Schedule in Section 00010A for a detailed breakdown. An overview of the various options is presented in this section.

1.2.1.3.1 Option - Barracks FF&E

The optional work for Barracks involves providing and installing furniture, fixtures, and equipment in accordance with contract documents.

1.2.1.3.2 Option - DFAC

Optional DFAC work entails the construction of approximately 12,000 SF of Dining Facility. The two DFAC buildings are fully designed facilities, with the results of a site specific geotechnical investigation carefully considered. Each DFAC consists of exposed exterior concrete shear and bearing walls with an architectural finish and a roof consisting of steel joists with metal decking, EPDM roof membrane, and concrete. In accordance with table 2-2 in UFC 3-301-01 , the DFACs are designated as essential facilities, and are designed for a wind load of 200mph. ICC 500 compliant shutters for the DFACs are listed as separate optional work. Associated site work for the DFACs is also optional work and includes the construction of support structures in accordance with contract documents.

Support facilities include hardened surfaces, water management structures, and utilities.

1.2.1.3.3 Option - DFAC FF&E

Optional work for DFACs includes providing and installing furniture, fixtures, and equipment in accordance with contract documents.

1.2.1.3.4 Option - HQ

Optional HQ work entails the construction of approximately 17 buildings totaling 80,000 SF that consist of one (1) 3,448 SF GIB & Mission Command Training Facility (HQ1), three (3) each 4,942 SF Battalion Headquarters Buildings (HQ2), nine (9) each 4,679 SF Company Supply and Administration Buildings (HQ4), three (3) each 5,139 SF Battalion Cleaning/Maintenance Buildings (HQ5), and one (1) 5,088 SF Brigade Headquarters Building (HQ6) to provide space to perform daily administrative and supply activities.

ICC 500 compliant shutters for the HQs are listed as separate optional work. Associated site work for the HQs is also optional work and includes the construction of support structures in accordance with contract requirements. Support facilities include hardened surfaces, water management structures, and utilities.

SECTION 01 11 00 Page 5

1.2.1.3.4.1 Option - HQ1, HQ2, HQ4, HQ6

The HQ buildings are fully designed facilities, with the results of a site specific geotechnical investigation carefully considered. Each HQ consists of exposed exterior concrete shear and bearing walls with an architectural finish and a roof consisting of steel joists with metal decking, EPDM roof membrane, and concrete. in accordance with Table 2-2 in UFC 3-301-01 , these HQ facilities are designated as essential facilities, and are designed for a wind load of 200mph.

1.2.1.3.4.2 Option - HQ5

The optional scope of work entails the construction of three HQ5 Battalion Maintenance Facilities, which are pre-engineered metal buildings (PEMB) to be designed by the Contractor. The building shall be designed to meet the required loads specified in the drawings, including a wind load of 175 mph. The foundation for the PEMB has been designed for the anticipated framing layout and reactions shown in the drawing set. If the reactions from the PEMB design are greater than the anticipated reactions on the foundation, the contractor is responsible for notifying the Contracting Officer immediately.

1.2.1.3.4.3 Option - HQ-North Of 18Th Ave/West Of 3Rd Street: HQ2, HQ4, HQ5-B

The optional scope of work entails the construction of one (1) HQ2 Battalion Headquarters Building and three (3) HQ4 Company Supply and Administration Buildings which are fully designed facilities, with the results of a site-specific geotechnical investigation carefully considered. Each HQ consists of concrete shear and bearing walls with a roof consisting of steel joists with metal decking and concrete. In accordance with Table 2-2 in UFC 3-301-01 , these HQ facilities are designated as essential facilities, and are designed for a wind load of 200mph.

One (1) HQ5-B Battalion Maintenance Facility, which is pre-engineered metal building (PEMB), is to be designed and built by the Contractor. The building must be designed to meet the required loads specified in the drawings, including a wind load of 175 mph. The foundation for the PEMB has been designed for the anticipated framing layout and reactions shown in the drawing set. If the reactions from the PEMB design are greater than the anticipated reactions on the foundation, the Contractor is responsible for notifying the Contracting Officer's Representative immediately.

Associated site work and utilities for the HQ-OPTIONAL ITEMS-NORTH OF 18TH AVE/WEST OF 3RD STREET: HQ2, HQ4, HQ5-B is also optional work and includes the construction of support structures in accordance with contract documents. Support facilities include hardened surfaces, water management structures, and utilities.

ICC 500 compliant shutters for the HQ-OPTIONAL ITEMS-NORTH OF 18TH AVE/WEST OF 3RD STREET: HQ2 and HQ4 are listed as separate optional work.

HQ5-B does not require shutters.

Optional FF&E work for HQ-OPTIONAL ITEMS-NORTH OF 18TH AVE/WEST OF 3RD STREET: HQ2, HQ4, HQ5-B includes providing and installing furniture, fixtures, and equipment in accordance with contract documents. Reference Division 12-Furnishings.

SECTION 01 11 00 Page 6

1.2.1.3.4.4 Option - HQ -South Of 16Th Ave/North Of 8th St: HQ1, HQ2, HQ6

The one (1) HQ1 GIB & Mission Command Training Facility, two (2) HQ2 Battalion Headquarters Buildings, and one (1) HQ6 Brigade Headquarters Building are fully designed facilities, with the results of a site-specific geotechnical investigation carefully considered. Each HQ consists of concrete shear and bearing walls with a roof consisting of steel joists with metal decking and concrete. In accordance with Table 2-2 in UFC 3-301-01 , these HQ facilities are designated as essential facilities, and are designed for a wind load of 200mph.

Associated site work and utilities for the HQ-OPTIONAL ITEMS-SOUTH OF 16TH AVE/NORTH OF 8TH ST: HQ1, HQ2, HQ6 is also optional work and includes the construction of support structures in accordance with contract documents.

Support facilities include hardened surfaces, water management structures, and utilities.

ICC 500 compliant shutters for the HQ-OPTIONAL ITEMS-SOUTH OF 16TH AVE/NORTH OF 8TH ST: HQ1, HQ2, HQ6 are listed as separate optional work.

Optional FF&E work for HQ-OPTIONAL ITEMS-SOUTH OF 16TH AVE/NORTH OF 8TH ST: HQ1, HQ2, HQ6 includes providing and installing furniture, fixtures, and equipment in accordance with contract documents. Reference Division 12-Furnishings.

1.2.1.3.4.5 Option - HQ - South Of 8th Street: HQ4, HQ5-A

The six (6) HQ4 Company Supply and Administration buildings are fully designed facilities, with the results of a site-specific geotechnical investigation carefully considered. Each HQ consists of concrete shear and bearing walls with a roof consisting of steel joists with metal decking and concrete. In accordance with Table 2-2 in UFC 3-301-01 , these HQ facilities are designated as essential facilities, and are designed for a wind load of 200mph.

Two (2) HQ5 Battalion Maintenance Facilities, which are pre-engineered metal buildings (PEMBs), are to be designed by the Contractor. The buildings shall be designed to meet the required loads specified in the drawings, including a wind load of 175 mph. The foundation for the PEMB has been designed for the anticipated framing layout and reactions shown in the drawing set. If the reactions from the PEMB design are greater than the anticipated reactions on the foundation, the contractor is responsible for notifying the Contracting Officer's Representative immediately.

Associated site work and utilities for the HQ-OPTIONAL ITEMS-SOUTH OF 8TH STREET: HQ4, HQ5-A is also optional work and includes the construction of support structures in accordance with contract documents. Support facilities include hardened surfaces, water management structures, and utilities.

ICC 500 compliant shutters for the HQ-OPTIONAL ITEMS-SOUTH OF 8TH STREET:

HQ4 is listed as separate optional work. HQ5-A does not require shutters.

Optional FF&E work for HQ-OPTIONAL ITEMS-SOUTH OF 8TH STREET: HQ4, HQ5-A includes providing and installing furniture, fixtures, and equipment in accordance with contract documents. Reference Division 12-Furnishings.

SECTION 01 11 00 Page 7

1.2.1.3.5 Option - Demolition - ACM Abatement

There are three buildings that contain Asbestos Containing Material (ACM) (Buildings 705, 725, 745). The Government may choose to perform this work by other means and if so, will provide clearance surveys to the Contractor after award. Refer to Section 02 82 00 ASBESTOS REMEDIATION for more information.

1.2.2 Location

The work is located at Camp Santiago in Salinas, Puerto Rico.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 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.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.5 PHYSICAL DATA

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

1.5.1 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 ( GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 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.

SECTION 01 11 00 Page 8

1.6 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.

1.6.1 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.

1.6.2 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.

1.6.3 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.

1.7 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

SECTION 01 11 00 Page 9 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.

1.8 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.

1.9 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits with Camp Santiago's DPW prior to start of excavation. Local Utilities are given 48 hours notice to mark their asset before start of construction. If a utility company fails to identify services, the Contractor is responsible for scanning the construction site with appropriate equipment and marking where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.10 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.

SECTION 01 11 00 Page 10

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

1.10.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor must record on the daily CQC report the occurrence of adverse weather and resultant 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 scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in a previous month), 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 in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.11 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his responsibilities under the contract terms. The unit of measure used in this contract is the U.S. Imperial system. The contract drawings denote both standard U.S. system and metric system where appropriate. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S. Imperial system.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS AND SPECIAL PROVISIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Site and Building Security and Vehicle Identification

1.3.1.3 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Utility Cutovers and Interruptions

1.3.5 Working Conditions

1.4 SECURITY REQUIREMENTS

1.4.1 Installation Access

1.5 IDENTIFICATION OF EMPLOYEES AND BASE ACCESS PROCEDURES

1.6 ACM CERTIFICATION

1.6.1 Construction Phase

1.7 LABOR LAWS

1.8 INTERFERENCE WITH TRAFFIC AND PUBLIC ADN PRIVATE PROPERTY

1.9 COMPLIANCE WITH POST/BASE REGULATIONS

1.10 NOTICE OF FEDERAL, STATE AND LOCAL TAXES - CONTRACTS PERFORMED IN

PUERTO RICO

1.11 LABOR, EQUIPMENT, AND MATERIAL REPORTS

1.12 ENGLISH-SPEAKING REPRESENTATIVE

1.13 CONTRACTOR SECURITY TRAINING/FACILITY ACCESS REQUIREMENTS

1.14 PROGRESS PHOTOGRAPHS

1.15 CONTRACT DRAWINGS AND SPECIFICATIONS

1.16 INSURANCE - WORK ON A GOVERNMENT INSTALLATION

1.17 AVAILABILITY OF SAFETY AND HEALTH REQUIREMENTS MANUAL (EM 385-1-1)

1.18 FIRE PROTECTION DURING CONSTRUCTION

1.19 RED ZONE MEETING

1.19.1 Facility Turnover Planning Meetings (USACE Red Zone - URZ)

1.19.1.1 URZ Checklist

1.19.1.2 Meetings

1.20 VALUE ENGINEERING AFTER AWARD

1.21 FINAL CLEANING

1.22 UAI 5152.249-9000 BASIS FOR SETTLEMENT OF PROPOSALS (MAR 2009)

1.23 HURRICANE AND SEVERE STORM PLAN

1.23.1 Hurricane and Severe Storm Plan

1.24 SIGN

1.25 PROFIT

PART 2 PRODUCTS

SECTION 01 14 00 Page 1

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS AND SPECIAL PROVISIONS

PART 1 GENERAL

Attachments to this specification are as follows:

a. Construction Project Sign Details

b. DPW Requirements

1.1 REFERENCES

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

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-1 (2016; with Change 3, 2019) Fire Protection Engineering for Facilities

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) 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

Labor, Equipment, and Material Report; G, RO

Daily Equipment Report

OPSEC SOP/Plan

Level I OPSEC Training

List Of Verified/Eligible Candidates; G, RO

Hurricane and Severe Storm Plan; G, RO

SECTION 01 14 00 Page 3

SD-07 Certificates

AT Level I Awareness Training

Insurance; G, RO

Progress Photographs

URZ Checklist; G, RO

SD-11 Closeout Submittals

ACM Certification; G, RO

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear personal protective equipment in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. All Contractors must conspicuously mark equipment and establish color codes for safety vests, t-shirts, and long sleeve shirts used for all Contractor and Sub-Contractor personnel in the field for easy identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency five (5) working days prior to commencement of work. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Site and Building Security and Vehicle Identification

a. Provide security for the areas within the contract limits. When the Government takes possession of certain areas, provide security for areas remaining under Contractor control.

b. Wherever there are fence disruptions due to the construction of this project, continually monitor and maintain the fence.

c. Furnish an identification required by Camp Santiago to each employee in accordance with paragraph titled IDENTIFICATION OF EMPLOYEES AND

BASE ACCESS PROCEDURES.

d. Require each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. Immediately deliver all prescribed identification to the Contracting Officer for cancellation upon release of any employees.

When required by the Contracting Officer, obtain and submit fingerprints of all persons employed or to be employed on the project.

e. Contractors/Subcontractors and their employees requiring access to the installation will be required to comply with the installation access

SECTION 01 14 00 Page 4 control policy/procedures. The Government will not be responsible for damages due to delay/stoppages caused by failure to comply.

f. All vehicles and personnel are subject to search and seizure of contraband and/or unauthorized Government property. Contractor vehicles (Contractor-owned and personal), Contractor personnel, and their personal property shall be subject ot searches upon entering of leaving the installation. The search and to seizure provisions of AR 190-22 shall apply to Contractor personnel entering or leaving the facilities.

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings 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.

1.3.2 Working Hours

Regular working hours are to begin no earlier than 0700 hours and end no later than 1700 hours, Monday through Friday, excluding Government holidays. Government holidays are not regular work hours/days. Peak hours at the main gate are 0700, 1145, and 1245 for inbound traffic and 1600 for outbound traffic. Avoid deliveries during these hours.

1.3.3 Work Outside Regular Hours

Work outside regular working hours and days requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers Mondays and Tuesdays since peak population is expected during weekends, or during Government Holidays unless directed otherwise. Make utility cutovers in coordination with Camp Santiago DPW personnel and in accordance with Camp Santiago DPW requirements (permits, plans, etc.)

b. All utility cutovers and interruptions must be coordinated with DPW personnel. Make application 30 calendar days in advance before initiate the work related ti this activity. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm and chill water shall be considered utility cutovers pursuant to the paragraph entitled WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: Do not operate nor disturb the

SECTION 01 14 00 Page 5 setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. Notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.3.5 Working Conditions

a. Open trenches or road restrictions will not be permitted without the approval of the Contracting Officer.

b. Access ways shall be fully usable.

c. All cost for conformance with the above stated requirements must be included with the job contract amount and no claim for extra cost will be considered.

1.4 SECURITY REQUIREMENTS

Comply with Camp Santiago requirements to enter the work site.

1.4.1 Installation Access

Contractor employees, including subcontractors, must comply with applicable Installation and facility access security policies and procedures, including FAR clause 52.204-2, Security Requirements and Alternate II. All Contractors and subcontractors will be issued an Installation Pass issued through the Automated Installation Entry (AIE) Security System to access the Installation. The Camp Santiago military installation is a limited access post. Unscheduled gate closures by the military police may occur at any time. In accordance with DA AR 525-13, paragraph 5-19, prospective Contractors must undergo a verification process by the Installation Provost Marshal Office, Director of Emergency Services, to determine the trustworthiness and suitability prior to being granted access to federal property. This will be accomplished using the National Crime Information Center (NCIC) Interstate Identification Index (III). This is the minimum baseline background check for entrance onto Army Installations for non-CAC holders, including visitors (Refer to DA AR 190-13, paragraph 8-2).

Personnel entering or exiting the Installation may experience a delay due to vehicle inspections, registration checks, verification of seat belt use, etc. Vehicles and personnel are subject to search and seizure. The search and seizure provisions apply to Contractor personnel while within Camp Santiago's area of jurisdiction. Contractor personnel must comply with entry control requirements and security policies/procedures in effect. Security procedures may change without notice.

1.5 IDENTIFICATION OF EMPLOYEES AND BASE ACCESS PROCEDURES

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 and equipment shall be outside of peak traffic hours (0630 to 0800, 1130 to 1300, and 1530 to 1630) unless otherwise approved by the Contracting Officer. Comply with the requirement of paragraphs WORKING OUTSIDE

REGULAR WORK HOURS.

SECTION 01 14 00 Page 6

Wear personal protective equipment in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor and subcontractor's equipment shall be conspicuously marked for identification. The Contractor is responsible to comply with all specific requirements for base access and adapt to any changes required by the Garrison.

In accordance with the requirements established under FAR Clause 52.204-9 PERSONAL IDENTITY VERIFICATION OF CONTRACTOR PERSONNEL (JAN 2011) included in this Contract, Contractors shall follow the current Base Access procedures for Camp Santiago Joint Training Site.

As per recent changes in the policy and procedures to grant access to the public, Camp Santiago Joint Training Site requires that all contractor personnel accessing the Base have either a Background Check or a Security Clearance.

The Contractor shall appoint a single Point of Contact (KTR POC) to be responsible for the processing and handling of employees access passes on behalf of the Contractor. It is highly recommended that the individual selected as KTR POC be a part of the Contractor's field office management staff and to have an alternate POC to continue processing passes in case of KTR POC's absences. This POC and alternate will be responsible for filing the DD Forms 369 following the appropriate protocols to safeguard Personal Identifiable Information (PII). The KTR POC will be responsible for tracking and monitoring the process, ensuring that employees' s passes are not expired, and renewed as needed.

The KTR POC shall maintain regular communication with USACE COR and Camp Santiago Physical Security Officer (PSO) to get the most updated information regarding the access procedures for Camp Santiago Joint Training Site. The procedures might change as deemed necessary by the Garrison Commander, and the Contractor shall comply with those changes.

The appointed person shall maintain continuous communication with the Government COR during the process for proper coordination.

The Contractor's POC shall…