Atch 2 - SXHT 12-1042 Specifications.pdf

AA 0002809

PROJECT SPECIFICATIONS

SXHT 12-1042, Repair Building 402, 45 SW-JA

Relocation and Demo B561

Patrick Air Force Base

11/21/2019 100% Design Submittal

Contract Number FA2521-18-D-0002

Prime Consultant:

Rhodes+Brito Architects

605 E. Robinson Street, Suite 750 Orlando, FL 32801

Sub-Consultants:

Nelson Engineering Co.

5455 N Courtenay Pkwy Merritt Island, FL 32953

Cape Design Engineering Co.

775 E. Merritt Island Causeway, Suite 230

Merritt Island, FL 32952

FA252123B0001

Attachment 2

Repair Building 402, 45 SW-JA Relocation SXHT 12-1042

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 30 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 82 00 ASBESTOS REMEDIATION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 00.00 30 THERMAL INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 16 13.00 30 FIBERGLASS DOORS

08 31 00 ACCESS DOORS AND PANELS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO

PROJECT TABLE OF CONTENTS Page 1 11/21/19

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, PORCELAIN, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00.01 30 CARPETING

09 68 00.02 30 CARPETING

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16.00 30 FIRE EXTINGUISHERS AND CABINETS

DIVISION 12 - FURNISHINGS

12 36 00 COUNTERTOPS

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 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 27 14.00 20 ELECTRICITY METERING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2 11/21/19

B402 Reno B561 Demo

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

1.2.1.1 B402 Renovation

1.2.1.2 B561 Demolition

1.2.2 Structural

1.2.2.1 B402 Renovation

1.2.2.2 B561 Demolition

1.2.3 Architectural

1.2.4 Mechanical

1.2.4.1 HVAC

1.2.4.1.1 B402 Renovation

1.2.4.1.2 B561 Demolition

1.2.4.2 Plumbing

1.2.4.2.1 B402 Renovation

1.2.4.2.2 B561 Demolition

1.2.5 Electrical

1.2.5.1 B402 Renovation

1.2.5.2 B561 Demolition

1.2.6 Fire Alarm

1.2.7 Telecommunications

1.2.7.1 B402 Renovation

1.2.7.2 B561 Demolition

1.2.8 Special Construction

1.3 REFERENCES

1.4 SUBMITTALS

1.5 CONTRACT DRAWINGS

1.5.1 Layout of Work and Elevations

1.6 WORK SCHEDULING

1.6.1 Requirements

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.7.1 Facility Contents

1.7.1.1 Responsibilities

1.7.1.2 Maintain Clean Work Areas

1.7.1.3 Damage To Existing Equipment

1.7.1.4 New Material and Construction Equipment

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

1.7.3 Vehicle Parking

1.7.3.1 Requirements

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

1.8.2 Protection

1.8.3 Transportation

SECTION 01 11 00.00 30 Page 1

1.8.4 Hazardous Materials

1.8.5 Site Protection Plan

1.9 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests And Connection Requests

1.10.1.1 Requirements

1.10.2 Protection of Work

1.10.3 Burn Permits

1.11 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.11.1 Removal

1.11.2 Housekeeping

1.11.3 Salvage of Material And Equipment

1.11.3.1 Salvage Items - None

1.11.4 Waste Disposal

1.11.5 Cleanup

1.11.6 Salvage And Disposal Record Keeping

1.12 RADIO FREQUENCY MANAGEMENT PROCEDURES

1.13 COMMUNICATION SECURITY

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

3.1.2 Air Force Restricted Area Requirements (Black & Blue Restricted

Unescorted Badge)

3.2 PAFB VEHICLE INSPECTION

3.3 PAFB DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 RESPONSIBILITIES

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

3.5.1.1 Location of Buried Structures and Utility Lines

3.5.1.2 Excavation, Trenching, and Backfilling

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

3.5.2 Restrictions

3.5.3 Temporary Shoring, Bracing And Supports

3.5.4 Barricades

3.6 LAND SURVEYING REQUIREMENTS

3.6.1 Contractor Provided Survey Support

3.6.1.1 Horizontal Reference Datum

3.6.1.2 Vertical Reference Datum

3.7 HOISTING AND LIFTING

3.7.1 Lifting Operation Plan

3.8 QUALITY CONTROL

3.8.1 Licenses

3.8.2 Quality Control Manager

3.8.3 Government Inspection/Approval

3.8.4 Inspection Files

3.9 SUPERINTENDENT

3.10 CONSTRUCTION SCHEDULING REQUIREMENTS

3.10.1 Contractor Coordination Meetings

3.10.2 On-Site Construction Sequence

-- End of Section Table of Contents --

SECTION 01 11 00.00 30 Page 2

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project is located at Patrick Space

Force Base. Patrick Space Force Base is located approximately three (3) miles south of Cocoa Beach on State Road A1A.

The work to be performed under this project consists of providing the labor, equipment and materials to, providing the labor, equipment and materials necessary for structural, architectural, interiors, mechanical, plumbing, fire protection, and electrical work, complete in accordance with the drawings and specifications.

1.2 PROJECT DESCRIPTION

Due to the presence of hazardous building materials within Building 561 and the potential for C&D debris to be characterized as hazardous waste, contractor will provide base bid with two (2) bid alternatives for disposal of potentially hazardous C&D waste, detailed as follows:

Base bid will include renovation of Building 402 and demolition of

Building 561 with C&D waste disposed as non-hazardous waste at local

C&D landfill.

Bid Alternate 1 will include renovation of Building 402 and demolition of Building 561 with a unit price (cost per cubic yard) to sample, charaterize, package, transport, and dispose of Building 561 interior components (drywall, wood, ceiling panels, plaster and insulation) as

C&D hazardous waste. All other C&D waste would be assumed non-hazardous.

Bid Alternate 2 will include renovation of Building 402 and demolition of Building 561 with a unit price (cost per cubic yard) to sample, characterize, package, transport, and dispose of all Building 561 exterior components (concrete, stucco, CMU block) as C&D hazardous waste. All other C&D waste would be assumed non-hazardous.

1.2.1 Civil/Site

1.2.1.1 B402 Renovation

Demolish and remove asphalt concrete pavement, various concrete curbs and two (2) concrete curb islands beneath the existing drive thru canopy.

Grade, topsoil, and sod all disturbed areas where existing pavement has been demolished. No new pavement will be installed.

Install approximately 206 LF of five (5) foot wide concrete sidewalk and six (6) LF of eight (8) foot wide concrete sidewalk to provide access to the main lobby, two (2) exterior egress doors and to connect existing sidewalk paths. Grade all newly installed concrete sidewalks in accordance

ADA Standards for Accessible Design.

SECTION 01 11 00.00 30 Page 3

1.2.1.2 B561 Demolition

Demolish and remove Building 561 in its entirety. Removal includes two-story concrete structure, foundation and attached concrete structures such as mechanical room, concrete stairwell and railings, sidewalks and parking lot curb stops. Demolish all asphalt and concrete pavement and sidewalks within three (3) feet of the Building 561 perimeter.

1.2.2 Structural

1.2.2.1 B402 Renovation

The structure of existing building 402 is comprised of concrete beams and columns supported by concrete spread footings. The roof structure is comprised of metal deck with light weight concrete supported by the steel joists spanning between concrete beams.

The canopy located on the west of the building was previously used as drive-in bank teller stations. The existing concrete curbs and slab will be demolished and removed. The canopy will be enclosed on the three open sides using 8 inches CMU supported by a continuous concrete wall footing and braced at the top to the existing concrete beams. A brick veneer will be applied to the exterior of the CMU wall to match existing finishes. A new concrete slab on grade will be constructed for the new floor.

1.2.2.2 B561 Demolition

The structure of existing building 561 is comprised of concrete masonry unit (CMU) block supported by a concrete slab on grade foundation. The roof structure is comprised of sheet metal deck. Demolition includes removal of the complete structure in its entirety including the foundation.

1.2.3 Architectural

Architect-Engineer (A&E) services are required to prepare contract documents including drawings, specifications, design analysis and a cost estimate to repair and upgrade Building 402 (former credit union) to support 45 SW/JA (legal) mission. The drive thru will be enclosed to serve as the lobby. The west of the building will be re-purposed as a courtroom facility. The east side of the building will be reconfigured to meet administrative requirements for 45 SW/JA. Work includes the relocation of interior walls, where needed to facilitate office and courtroom arrangement, per 45 SW/JA and AF requirements. All new finishes will be in compliance with PAFB base standards and will additionally follow AF design guidance for courtroom and legal facilities.

1.2.4 Mechanical

1.2.4.1 HVAC

1.2.4.1.1 B402 Renovation

The original assumption was that the existing air handlers can support the building load. However current calcs indicate that an additional unit may be required to support the load. Currently that unit, if required, is envisioned as a mini split type with a location to be determined and indicated in subsequent submissions.

The HVAC systems added or modified under this scope of work and showing on

SECTION 01 11 00.00 30 Page 4 these drawings consist of changes to the ductwork and balance of air flows into the existing area of work. This system, which utilizes the existing units, will continue to supply capacity to condition the loads in the space.

1.2.4.1.2 B561 Demolition

B561 HVAC system consists of a chilled water system with various ductwork throughout. Demolition includes all interior HVAC equipment, chilled water piping and ductwork as well as capping exterior chilled water lines.

1.2.4.2 Plumbing

1.2.4.2.1 B402 Renovation

Demolish all existing plumbing fixtures and abandon hot water piping. All existing restroom plumbing fixtures will be replaced in same place as existing. Reuse existing sewage, vent, and water piping to the greatest extent possible. All existing floor drains to remain.

Demolish all plumbing fixtures in the south breakroom. Cut and cap the existing sewage, vent and water piping in the south breakroom 133.

The new guest bathroom will include new fixtures consistent to the provided drawings. The slab will be cut and trenching done within the bathroom and along the adjacent hallway to install a floor drain centered at TOF lowest elevation and sanitary sewer line to tie into the building main. New potable water piping will be tied into existing, routed through hallways for accessibility using the shortest run possible. New vent to roof with necessary penetration.

The new break area sink will tie into nearest existing potable water, sewage, and vent piping provided existing drain piping can support additional fixture per FBC Plumbing guidelines. The new hi/lo water fountain fixtures will tie into existing potable water, sewage, and vent piping remaining from previous breakroom sink.

The new janitor's closet will be cut and trenched to the extent of the nearest existing sewage line in the adjacent bathroom. The new floor mounted service sink will be tied into existing water, sewage, and vent piping using the shortest route possible. The new electric water heater will be installed in the north corner of this room and new hot water piping will be routed to facility lavatories and sinks.

1.2.4.2.2 B561 Demolition

Demolish all exsiting plumbing fixtures and abandon all water piping.

Demolish exsiting hot water heater, water fountains, toilets and sinks.

1.2.5 Electrical

1.2.5.1 B402 Renovation

Provide new wire, conduit, lights, and devices as required to support the building renovations. The existing panelboards, lightning protection system, and grounding systems were surveyed and determined to be in good working condition. Demolish all existing receptacles and light fixtures back to existing panelboards and replace with new branch circuits to support the reconfigured spaces. Existing conduits will be reused to the greatest extent possible. Replace the main circuit breaker on existing

SECTION 01 11 00.00 30 Page 5 main switchboard with a new 3-pole 600A circuit breaker.

New light fixtures will be dimmable 2 x 2-foot LED troffers throughout the facility and a combination of LED troffers and recessed can lights in the courtroom. The illuminance levels in the facility are based on

Illuminating Engineering Society of North America (IESNA) guidelines and will be minimum average 40 foot-candles for all areas of the courtroom interior and an average of 30 foot-candles for all other areas of the facility calculated at 3 feet above finished floor. The existing lighting fixtures in the electrical room will remain. Egress emergency lighting will be provided by emergency battery packs in select LED troffers to achieve a minimum of 1 foot-candle at finished floor.

1.2.5.2 B561 Demolition

Demolish power conductors from Transformer 561 to Building 561 main distribution panel. Cut and cap underground conduit system within three (3) feet of Transformer 561 and demolish conduit from point of cut back to

Building 561. Demolish all interior receptacles, lights, wires, conduits, panelboards, switches and junction boxes.

1.2.6 Fire Alarm

Demolish obsolete existing fire alarm system and replaced with a new addressable system. New Fire Alarm Control Panel will be located in

Electrical Room 103 and a new Fire Alarm Annunciator will be installed in the main lobby Room 100. The new system includes a new fire alarm control panel, batteries, terminal cabinet, heat detectors, a smoke detector, manual pull stations, visual notification devices and audible/visual notification devices Manual pull stations will single action without glass rods.

1.2.7 Telecommunications

1.2.7.1 B402 Renovation

Demolish all existing data and telephone outlets, cabling and conduits and provide new RJ-45 data/VoIP telephone outlets, CAT6 cabling and conduit to support the building renovations. The existing communications rack located in the existing conference room will be relocated by others prior to construction.

1.2.7.2 B561 Demolition

Telecommunications cabling entering B561 will be rerouted and demolished prior to this project. No exterior communication demolition is required.

Demolish all interior switches, communication racks, cabling and conduit.

1.2.8 Special Construction

Prior to any building and/or equipment demolition, provide abatement of hazardous materials in areas deemed to contain asbestos, heavy metals or both. Please refer Asbestos and existing lead-based paint survey and recommendations.

1.3 REFERENCES

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

SECTION 01 11 00.00 30 Page 6 basic designation only.

45TH SPACE WING (SWI)

45 SWI 31-1 Integrated Defense Plan

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2018; TIA 18-1; TIA 18-2; TIA 18-3) Life

Safety Code

U.S. AIR FORCE (USAF)

AFI 33-580 (2013) Spectrum Management

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for

Construction

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control information only. The following shall be submitted in accordance with

Section 01 33 00 SUBMITTAL PROCEDURES in sufficient detail to show full compliance with the specification:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Lifting Operation Plan;G

Utility Outage Requests;G

Connection Requests;G

Air Force Form 3952 (AF 3952), Chemical/Hazardous Material Request

Authorization;G (including all paint)

Solid Waste Disposal Diversion Tracking;G

Premises/Access Plan

Storage Area Request;G

Contractor Survey Record Drawings;G

Superintendent Contact and Qualifications;G

SECTION 01 11 00.00 30 Page 7

1.5 CONTRACT DRAWINGS

See Drawing Index for list of project drawings.

Contract drawings, maps, and specifications will be furnished to the

Contractor either hard copy or electronic at the Government's discretion.

Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the

Contracting Officer of any discrepancies.

The drawings indicate the general location and arrangement of existing conditions. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions clause of this contract.

1.5.1 Layout of Work and Elevations

Dimensions and elevations indicated in the layout of work shall be verified by the Contractor. Discrepancies between the drawings, specifications and/or existing conditions shall be referred to the Contracting Officer in writing, for review, before the affected work is performed. Failure to make notification shall place the responsibility upon the Contractor to carry out the work in a satisfactory and workmanlike manner.

1.6 WORK SCHEDULING

Work Schedules for all on-site activities must be reviewed and approved by the Contracting Officer prior to start of the project; and all activities coordinated with the Contracting Officer once work has begun. Due to the critical nature of the work location, all work pertaining to this contract shall be completed without disrupting the operation of Building 402.

Contractor shall allow for non-access days where construction activity is prohibited due to hazardous operations or launch activity. When possible, the Government will provide 24 hour notification each time the restrictions are invoked.

1.6.1 Requirements

Working hours will normally range between the hours of 7:30 AM and 4:00 PM

(0730-1600) excluding Saturdays, Sundays and Federal Holidays. If work must be done during periods other than above, additional Government inspection and Range Support personnel may be required. Notification must be given to the Contracting Officer five working days in advance of intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such support is reasonably available, the

Contracting Officer may authorize work to be performed during periods other than normal duty hours/days. Work beyond normal hours/days may be required for major utility outages. Its is to the government's discretion to request copies of contractor inspection records for periods worked on holidays and weekends (FAR 52.246-12 Inspection of Construction).

If night work is required from 1 May to 31 October between 2100 to 0600 hours, a light management plan must be reviewed and approved through the

Contracting Officer and 45 CES Environmental (45 CES/CEIE) at least 45 days prior to night work commencement.

SECTION 01 11 00.00 30 Page 8

No construction work shall take place over the Christmas/New Year holiday period. This period will start one full work day before the Federal

Christmas holiday and end the first work day after the Federal New Year

Holiday. The Contractor may request to work during this time at the discretion of the Contracting Officer, however no base support will be available.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

Building(s) will not be occupied during performance of work under this

Contract. Occupancy notifications will be posted in a prominent location in the work area. Contractor shall post warning signs in accordance with

OSHA requirements.

Before work is started, the Contractor shall submit a Premises/Access Plan to the Contracting Officer or Representative for approval. The plan shall include a sequence of procedures, means of access, space plan for storage of materials and equipment, and use of approaches, corridors, and stairways.

This plan must comply with NFPA 101 requirements that all exits and exit access must be maintained at all times. Base Fire Department is required to approve any deviations which affect the exiting or exit access from the building.

1.7.1 Facility Contents

1.7.1.1 Responsibilities

The schedule of work shall be closely coordinated with the Contracting

Officer. Unless otherwise stated, remove all furniture, equipment, curtains, drapes, pictures, blackboards, etc., as required to perform the work. Any movable or fixed furniture, equipment, carpet, etc., remaining in the work area shall be covered and protected from damage. All relocated items shall also be protected from damage throughout the construction period. After completion of work and prior to final acceptance, replace removed items in their original location.

Demolition of critical facility systems mechanical, electrical, etc. shall not be started until replacement equipment is on site.

1.7.1.2 Maintain Clean Work Areas

All work areas shall be kept clean at all times. Contractor shall prevent introduction of dirt or dust into areas adjacent to the work areas. All materials, tools and equipment shall be thoroughly cleaned prior to being brought into the work areas or adjacent areas.

1.7.1.3 Damage To Existing Equipment

Any damage must be reported to the Contracting Officer immediately. Damage to existing materials, equipments, systems, or properties occurring from

Contractor activities or neglect, shall, at the sole discretion of the

Contracting Officer, be repaired or replaced by the Contractor at no cost to the Federal Government.

1.7.1.4 New Material and Construction Equipment

Only material and construction equipment designated for performance of

SECTION 01 11 00.00 30 Page 9 contract work may be stored at the construction site or located in

Government-controlled warehouses or shop facilities.

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

Exclusive use or control of any area will not be allowed as the Government must have access to all areas at all times. All work must be scheduled around operational constraints.

1.7.3 Vehicle Parking

1.7.3.1 Requirements

Job and support vehicles for workers will be parked in designated parking areas within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor shall be responsible for repairing or replacing any facility/grounds damaged areas.

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

At Government discretion, Contractor may be assigned a storage area upon submitting written Storage Area Request to the Contracting Officer.

Contractor's Storage Area Request shall indicate dimensions of trailer, size of storage area, and utilities required. All trailers shall be in good and safe condition. Storage space is normally co-located with construction site, at the Contracting Officer's discretion. Storage areas may require fence and screening as required by Government. Contractor shall secure storage areas during inclement weather situation.

Contractor is to submit a Work Order Management System (WOMS) through CE to request a telephone number and line for their office trailer. Commercial

Internet service is available through local Internet service provider at contractor cost.

Office trailers and long term (longer than one year) storage trailers shall be painted to match the base approved color", as noted in the base

Facilities Sustainment guide. Trailers located on site for short term storage, less than one year, will not need to meet this requirement. In addition, all office trailers and long term storage trailers shall be skirted along the entire perimeter with a wood lattice material. This skirting shall be painted to match the same trailer color as described above. Contractor shall be responsible for the storage and protection of all of their materials and equipment, whether incorporated into the job or not.

1.8.2 Protection

Store and protect products in accordance with manufacturer's instructions.

Store products with seals, labels intact and legible. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to the product. Products acceptable for exterior storage shall be on sloped supports above ground. Contractor shall not use swales, drainage ditches, or any other storm water permitted area to store materials or equipment. If swales, drainage ditches or any other storm

SECTION 01 11 00.00 30 Page 10 water permitted areas must be used for storage, Contractor must get special permission from Contracting Officer.

1.8.3 Transportation

Transport and handle products in accordance with manufacturer's instructions. Promptly inspect shipments to ensure the products comply with requirements, quantities are correct, and products are undamaged.

Protect products subject to deterioration with impervious sheet covering.

Provide ventilation to prevent condensation and degradation of products.

Store loose granular materials on solid flat surfaces in a well drained area. Prevent mixing with foreign materials.

1.8.4 Hazardous Materials

The Contractor and all subcontractors shall comply with, but not limited to: AFI 32-7086, Hazardous Materials Management, February 2015 and the

45th SW HAZMAT Tracking Procedures for Construction and Service

Contractors. No hazardous materials such as paint, oil, grease, adhesive, sealant, etc. are allowed to be brought onto any 45 SW Installation without prior approval. The Contractor shall contact the 45 CES/CEIE Hazardous

Materials Program Manager to review hazardous materials authorization procedures prior to hazardous materials being brought onto 45 SW facilities. Submit an Air Force Form 3952 (AF 3952), Chemical/Hazardous

Material Request Authorization if hazardous materials & petroleum product will used on site. Hazardous Materials & petroleum product containers shall be stored on an impervious surface with containment. Incompatible materials shall be segregated and have separate containment systems.

Additional HAZMAT requirements are provided in Section 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS.

1.8.5 Site Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations shall be protected against damage.

Contractor shall comply with "FAR 52.236-9, Protection of Existing

Vegetation, Structures, Equipment, Utilities, and Improvements" and is required to protect areas adjacent to the construction site.

1.9 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests And Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and Connection Requests required during the execution of work that affect existing systems shall be arranged at the convenience of the Government, which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government.

Each Utility Outage and Connection Requests shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.10.1.1 Requirements

A written request for a utilities outage (electricity, communication, SECTION 01 11 00.00 30 Page 11 water, compressed air, gas, steam, air conditioning, fire detection and suppression systems, etc.) must be submitted to the Contracting Officer at least 14 calendar days in advance of the desired outage. Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization shall be carefully observed. A utilities outage without prior approval and coordination is prohibited.

Utility outages affecting fire alarm, fire detection, fire suppression, fire pumps and water supplies to fire protection systems greater than 4 hours will require a fire watch.

Since many systems are critical to facility operations, the number and duration of utility outages shall be kept to an absolute minimum. All work effort shall be coordinated and sufficient manpower, materials, and equipment shall be provided to complete the work within the authorized outage window.

Existing utility services may be interrupted only when approved by the

Contracting Officer. The interruption shall be scheduled at a time of minimum demand on the utility, convenient to the Government. Outages on weekends, holidays, or evenings shall be performed at no additional cost to the Government.

Contractor shall make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruption to system operation. All temporary utility hook-ups and disconnects shall be made by the Contractor.

If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

1.10.2 Protection of Work

All construction work requires a Work Clearance Request, AF Form 103. This permit is processed by the Government and provided to the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities.

Contractor shall obtain (from technical representative), prepare, and properly complete "Base Civil Engineering Work Clearance Request" AF Form

103. Prior to submitting 103 for review and approval, contractor shall mark in white paint all locations requiring utility locates and a commercial utility locate ticket number must be obtained by calling

SUNSHINE at 1-800-432-4770. Contractor shall provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. Contact the Government Technical

Representative to schedule locates prior to any excavation. The Technical representative shall be the first and the last to coordinate on the AF Form

103.

Contractor shall temporarily halt any machine excavation work or other surface penetration when approaching within 5 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

1.10.3 Burn Permits

Burn permits are required for any spark,flame, or welding activity. Burn

SECTION 01 11 00.00 30 Page 12

Permits shall be obtained thru PAFB Fire Department (494-7642).

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on any USAF facility.

1.11 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.11.1 Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Removal operations shall be performed in such a manner that adjacent areas, installed equipment, or existing utilities are not damaged. Repair all openings that occur due to removal or demolition operations to match adjacent, existing surfaces. Any damage incurred during removal operations shall be repaired at no additional cost to the Government.

1.11.2 Housekeeping

Sufficient personnel and equipment shall be provided to ensure compliance with all housekeeping requirements. Work will not be allowed in those areas that do not comply with the requirements of Section 14.C of EM 385-1-1.

Job sites are to be kept clean on an ongoing, daily basis. All areas are to be thoroughly cleaned prior to leaving the jobsite at completion of project work.

1.11.3 Salvage of Material And Equipment

All salvageable materials or items to be removed shall remain the property of the Federal Government. Salvageable items are listed below in the paragraph entitled, "Salvage Items". Salvageable items shall be transported to and deposited at the Defense Logistics Agency Office -

Disposition Services (DLA) at at Jacksonville, Florida at the Contractor's expense.

Salvageable material must be segregated and separated into categories before transport. Material shall be palletized or moveable by forklift

(maximum 10,000 lbs). For material that is not palletized, it will be the responsibility of the Contractor to provide labor support for material removal.

Deliveries to DLA shall be scheduled through the Contracting Officer a minimum of 72 hours in advance. All salvageable items delivered to DLA shall be accompanied by a properly prepared DD Form 1348. This form will be furnished by the Contracting Officer. A signed copy by DLA reflecting the turn in materials shall be furnished to the Contracting Officer.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

Material to be salvaged and reinstalled by the Contractor shall be protected during removal and stored to prevent damage.

For reference purposes salvageable is defined as: items, material, equipment which can be refitted, reworked, and restored and put to use or

SECTION 01 11 00.00 30 Page 13 sold. The Contracting Officer shall have sole discretion as to determining whether any particular item is salvageable.

1.11.3.1 Salvage Items - None

1.11.4 Waste Disposal

Non-salvageable material and debris shall be removed from work areas and disposed of daily. Contractor shall dispose of C&D at a State approved disposal site.

Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for further waste disposal and record keeping requirements.

1.11.5 Cleanup

All waste materials, except indicated salvaged items, generated by the construction shall be hauled off U.S. Government property at the end of each work day and deposited at a disposal site selected by the Contractor.

Disposal shall be in accordance with federal, state, county and city ordinances and at the expense of the Contractor.

Upon completion of the construction each day, the Contractor shall leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

1.11.6 Salvage And Disposal Record Keeping

Contractor shall maintain and submit quarterly and at the completion of the project the SOLID WASTE DISPOSAL DIVERSION TRACKING form to the Contracting

Officer of all materials removed from the job site. This inventory shall include waste materials disposed in landfills and materials reused on the job, sold for salvage and recycled.

1.12 RADIO FREQUENCY MANAGEMENT PROCEDURES

The following procedures shall be followed in obtaining radio frequency authorization:

The policy and procedures contained in AFI 33-580 shall be followed to obtain frequency allocation approval of electronic devices and USAF

Radio Frequency Assignment.

1.13 COMMUNICATION SECURITY

Government telecommunications networks are continually subject to interception by hostile/unfriendly intelligent organizations. Therefore, the DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls from, or terminating at, DOD organizations. Contractor shall assume the responsibility for ensuring frequent dissemination of this information to all employees dealing with official DOD information.

PART 2 PRODUCTS

Not Used

SECTION 01 11 00.00 30 Page 14

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

All on-site project work is confined to non-restricted areas. That is, no restricted area badge shall be necessary to accomplish the on-site work.

However, normal access requirements into PAFB must still be accomplished.

3.1.2 Air Force Restricted Area Requirements (Black & Blue Restricted

Unescorted Badge)

Access to construction sites located in restricted areas requires a Black &

Blue Restricted Area Unescorted Badge. Contractor is responsible for satisfying the prerequisites for unescorted entry and/or providing escorted entry to a restricted area for all their personnel and subcontractor personnel. Escort services will not be provided by the Government. It is the Contractor's responsibility to determine the minimum number of personnel needed and obtain the required badges with escort authority in order to meet the contract requirements. Failure to do so could result in denied access to the construction site, interruption of performance and negatively impact timely contract completion.

Individuals meeting the 45 SWI 31-1 security requirements will be allowed to acquire restricted area badges. If the Contractor has proper clearance in JPAS, the Contractor may complete an AF Form 2586 "Unescorted Entry

Authorization Certificate" (signed by the CE Security Manage in signature block #2) and transmit it to the Facility Manager of the restricted area for signature. After obtaining signatures, the individual must make an appointment with Visitor Control Center to obtain a Restricted Area Badge.

In order for Contractor personnel to enter restricted areas, a Restricted

Area Badge for the area is required. Those individuals not in possession of a Restricted Area Badge (RAB) must remain under the surveillance of the escorts at all times while working in the restricted area. Escorts are subject to having their base access privileges revoked if it is found that they are not in visual contact with the employees they are escorting. The required responsibilities and duties of an escort shall be adhered to by all Contractor and subcontractor personnel. 45 SWI 31-1 and Restricted

Area Badge Processing Guide outline the requirements and procedures in obtaining a restricted area badge.

Contingent upon the location and nature of the work, a construction site

"Free Zone" may be established by the Commander of the restricted area site. If the area is designated as a construction site "Free Zone", only normal access requirements will apply.

3.2 PAFB VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road A1A approximately 1 mile north of Pineda Causeway. Manned Operating hours are scheduled from 0600-1700. For after hours access, call PAFB Security

Forces at (321) 494-2000 to co-ordinate entry. Mandatory inspection is required for all: Commercial Vehicles, Tractor Trailers, Trailers, RVs and

Boats. All other passenger vehicles will be turned away from this gate and are required to enter at either the Main Gate or South Gate. Allow ample time for inspections, especially for the critical delivery period of mixed concrete. The government will not be responsible for rejected batches, SECTION 01 11 00.00 30 Page 15 caused by Contractor delays. Advance coordination is highly recommended.

3.3 PAFB DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites

(including cement trucks) shall use the PAFB East Commercial Gate (located on State Road A1A approximately 1 mile north of Pineda Causeway) for access. The operating hours for the Oversized Vehicle Search Area are

0600-1700. After hours access shall be through the South Gate. The driver of each delivery vehicle and their passengers must have the following:

a. A valid photo ID; and

b. A valid bill of lading; and

c. A known delivery point on PAFB; and

d. An on-base or local phone number and POC to vouch for delivery

Only deliveries that can be verified will be allowed to proceed. Special deliveries, deliveries after normal business hours, or deliveries that cannot negotiate through the barricades must be coordinated in advance.

All delivery vehicles shall be inspected by Security Forces personnel prior to being allowed to proceed onto the installation.

3.3.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials shall comply with this section. All hazardous deliveries shall enter through the same gates as non-hazardous delivers and have the information required for non-hazardous deliveries (see subpart entitled "Non-Hazardous

Deliveries" of this section). Only deliveries that can be verified will be allowed to proceed. In addition, hazardous deliveries must be scheduled a minimum of 48 hours in advance for escort by Security Forces to and from job site. Contractors shall contact the PAFB Security Forces at

321-494-2000 to arrange for hazardous delivery escorts. Deliveries that have not arranged in advance for Security Forces escorts will be turned away and must be re-scheduled.

3.4 RESPONSIBILITIES

The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and those delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to follow the badging guidelines above shall not be considered grounds for contract extension or compensation.

SECTION 01 11 00.00 30 Page 16

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

3.5.1.1 Location of Buried Structures and Utility Lines

Accurately locate and paint structures and utility lines indicated by the

Government provided Utility Locators on PAFB. If unidentified underground utilities are encountered during excavation, notify the Contracting Officer and cease operations until they are properly identified.

3.5.1.2 Excavation, Trenching, and Backfilling

Open only those trenches for which material is ready to be placed. As soon as approved by the Technical Representative, trenches shall be backfilled and tamped as required by the drawings and specifications. As a minimum, the topsoil shall be replaced and the disturbed area shall be grassed by seeding, watered and maintained for a minimum of 60 calendar days. All excavation shall be in compliance with OSHA regulations. Mark or barricade construction work which may present a hazard.

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

Repair roads, streets, and paved parking areas which require surface cutting under this project within 10 calendar days after initial cutting.

The topping shall be a minimum of 2 inches of asphalt and match existing

(concrete topping on asphalt areas is not allowed). Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard per OSHA 29 CFR 1910. Contractor shall provide signaling, lighting, and barricades in the construction area conforming to the Manual on Uniform Traffic Control Devices, OSHA 29 CFR 1926.201 and 1926.202.

Closures of Streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request

14 calendar days before the scheduled closure.

3.5.2 Restrictions

Excavation at the work site may be accomplished with machinery only after underground utilities have been identified and with approval by Contracting

Officer.

Hand digging is required within five feet of located underground utilities.

3.5.3 Temporary Shoring, Bracing And Supports

ll new excavation and trenching work shall be securely and safely supported during installation with temporary, but substantial, shoring, bracing, hangers and other supports as required by OSHA regulations. After new work is completed and completely cured (if required) and all permanent fasteners, anchors and supports are properly installed, the temporary supports shall be removed.

3.5.4 Barricades

Guardrails, fences or other suitable barricades and warning lights shall be placed at all open excavations/trenches which are adjacent to paths, walkways, sidewalks, vehicle parking areas, and other pedestrian or vehicle thoroughfares. Coordinate with 45 CE Environmental prior to placing warning lights.

SECTION 01 11 00.00 30 Page 17

3.6 LAND SURVEYING REQUIREMENTS

Land surveying, to include all projections and datum points, shall be required for all modifications affecting civil site plans (e.g., utilities, additions, new construction or storm water modifications). The survey shall be performed by a State of Florida Professional Licensed Surveyor

(PLS) and shall be submitted by the Contractor in digital and hard copy format.

3.6.1 Contractor Provided Survey Support

Record drawings shall reflect all civil site developments such as new facility and/or land modifications, external structural changes to aboveground structures, and changes to underground structures and utilities external to facilities located on lands owned by or held in leasehold interest of the federal government.

Information in record drawings shall include, but not be limited to:

Location of all new lines, conduits, valves, fittings, fire hydrants, meters, terminal points using at least two ties to permanent points

(manholes, power poles, curbs, or storm water inlets), or GPS coordinates with accuracy to 1 foot or better unless more stringent accuracy requirements are specified in other sections of this contract.Locate manhole, catch basin, and storm water control structures noting top of rim, inverts, weirs, dimensions and conduit sizes and material entering the structure. An acceptable station and offset system may be used for service lines and fittings only.

Location of new lines from property easement lines or edges of pavement at intervals of 300 feet.

All utility routing and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions.

Locate with elevation all improvements constructed or modified including but not limited to pavement, striping, curbs, sidewalks, signs, gutters, walls, fences, buildings, pads, open stormwater conveyance systems, stormwater retention/detention ponds, etc.

Elevation information should be adequate to illustrate flow patterns, retention capacity and overflow levels. Ground contours at intervals of 1 foot in elevation shall be shown on unpaved areas of the site on the sketch of survey

Contractor shall facilitate the receipt of surveyed coordinates for facility footprint corners coordinates and underground structures and utilities external to facilities by submitting digital data using the spatial reference identified below to 45 CES through the Contracting

Officer within five (5) working days of foundation construction, or open excavation.

Record drawing prints will be drawn at a minimum scale of 1 inch = 100 feet. Areas requiring additional detail shall be enlarged as necessary.

Record drawings shall be provided in digital format. Geospatially referenced files shall be in ESRI GIS Geodatabase, ESRI GIS Shapefile, or AutoCAD DWG format. Information should be provided in separate layers/levels as specified by GIS and in at least the same degree of

SECTION 01 11 00.00 30 Page 18 separation as the design drawings that were provided. Designation for naming of layers/levels shall adhere to current DOD, A/E/C CAD

Standards with strict adherence to layer format.

https://cadbim.usace.army.mil/. New like items shall be contained in the same levels to permit easy conversion to GIS layers.

All lines, letters, and details shall be sharp, clean, and fully legible.

5 (Five) reproducible print and one digital copy in an electronic storage media of the Contractor Survey Record Drawings are required for submittal.

3.6.1.1 Horizontal Reference Datum

All surveys shall be referenced to WGS1984 17 North UTM (G1674)-2012 aligned to with ITRF08 (epoch date 2005.0), unless specified otherwise by the Contracting Officer.

3.6.1.2 Vertical Reference Datum

All surveys shall be referenced to EGM96, unless specified otherwise by the

Contracting Officer. The survey shall include a description of the reference benchmarks from which the EGM96 has been determined.

3.7 HOISTING AND LIFTING

3.7.1 Lifting Operation Plan

Contractor shall have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of OSHA regulations, and shall include drawings/sketches of lifting slings, lifting equipment, and tag lines. The plan shall show weights, center of gravity, and clearances of load over entire lift. Plans shall have details showing any structural mounting of hoisting equipment on sheaves or structural steel, and shall show loading calculations on any such structural mounting showing forces, weights, turning moments, etc. A procedure shall accompany the drawings describing all lifting operations.