Attach 1 - DBEH 16-1577 Replace HVAC 45 SW Headquarters Design Specs.pdf

AA 0002809

PROJECT SPECIFICATIONS

DBEH 16-1577

Replace HVAC 45 SW Headquarters, Facility

CCSFS

3/12/2021

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

Replace HVAC 45 SW Headquarters, Facility 85125 DBEH 16-1577

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 30 10/14 SUMMARY OF WORK

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 33 00 08/18 SUBMITTAL PROCEDURES

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 40 11/17 QUALITY CONTROL

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 01/07 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 08/11 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

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

23 05 15 02/14 COMMON PIPING FOR HVAC

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.01 02/19 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

23 21 23 08/17 HYDRONIC PUMPS

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 64 10 11/16 WATER CHILLERS, VAPOR COMPRESSION TYPE

DIVISION 26 - ELECTRICAL

26 05 00.00 40 08/20 COMMON WORK RESULTS FOR ELECTRICAL

26 29 23 02/20 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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 Mechanical

1.2.1.1 Controls

1.2.1.2 Variable Air Volume Boxes

1.2.1.3 Chilled Water Loop

1.2.1.4 Damper

1.2.2 Electrical

1.2.2.1 Chiller Yard

1.2.2.2 Variable Air Volume Boxes

1.2.2.3 Mechanical Room

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 Construction Area Access And Control

1.7.1.1 Access and Control Requirements

1.7.2 Vehicle Parking

1.7.2.1 Requirements

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

1.8.2 Protection

1.8.3 Transportation

1.8.4 Hazardous Materials

1.8.5 Site Protection Plan

1.9 ON-SITE PERMITS

1.9.1 Utility Outage Requests And Connection Requests

1.9.1.1 Requirements

1.9.2 Protection of Work

1.9.3 Burn Permits

1.10 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.10.1 Removal

1.10.2 Housekeeping

1.10.3 Salvage of Material And Equipment

1.10.3.1 Salvage Items - None

1.10.4 Waste Disposal

1.10.5 Cleanup

1.10.6 Salvage And Disposal Record Keeping

1.11 RADIO FREQUENCY MANAGEMENT PROCEDURES

1.12 COMMUNICATION SECURITY

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PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

3.2 CCSFS VEHICLE INSPECTION

3.3 CCAFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 EXCAVATION

3.4.1 Dig/Utility Locate Permit Requirements

3.4.1.1 Location of Buried Structures and Utility Lines

3.4.1.2 Excavation, Trenching, and Backfilling

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

3.4.2 Restrictions

3.4.3 Temporary Shoring, Bracing And Supports

3.4.4 Barricades

3.5 LAND SURVEYING REQUIREMENTS

3.5.1 Contractor Provided Survey Support

3.5.1.1 Horizontal Reference Datum

3.5.1.2 Vertical Reference Datum

3.6 HOISTING AND LIFTING

3.6.1 Lifting Operation Plan

3.7 QUALITY CONTROL

3.7.1 Licenses

3.7.2 Quality Control Manager

3.7.3 Government Inspection/Approval

3.7.4 Inspection Files

3.8 SUPERINTENDENT

3.9 CONSTRUCTION SCHEDULING REQUIREMENTS

3.9.1 Contractor Coordination Meetings

3.9.2 On-Site Construction Sequence

-- End of Section Table of Contents --

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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 Cape Canaveral Space Force Station (CCSFS). Cape Canaveral Space Force Station is located at the end of State Road 401, north of Port Canaveral.

The Work to be performed under this project includes, but is not limited to, providing the labor, equipment and materials necessary for architectural, interiors, mechanical, fire protection and electrical work, complete in accordance with the drawings and specifications.

1.2 PROJECT DESCRIPTION

1.2.1 Mechanical

1.2.1.1 Controls

The existing Metasys HVAC controls system will be replaced with all new Schneider Electric EcoStruxture, or an approved equal. The design provides an extension of the EMCS Schneider Electric Ecostruxture Enterpreise Server located at CCSFS Hangar R&D to Facility 85125. All existing JCI Metasys controllers will be upgraded to Schneider Controllers, or approved equal, including the five (5) Air Handling Units (AHU's), two (2) chillers, two

(2) chilled water pumps and 64 VAV terminal boxes. Re-use all existing actuators, valves, dampers, control relays, current switches, humidity sensors, pressure sensors, switches, air flow stations and safety devices when applicable. All controls that are no longer compatible to the new control system must be upgraded to accommodate the new system.

1.2.1.2 Variable Air Volume Boxes

All existing Variable Air Volume (VAV) boxes (excluding any boxes serving Room 210 or the Stars Project area) will be demolished and replaced with all new VAV boxes. The new VAV's are resized to accommodate proper temperature differential and will be shipped to controls manufacturer prior to installation. VAV boxes that currently exist in Room 210 and Stars Project area will require new controllers and be tied into the new building control system. The new HVAC system will need to be tested and balanced both prior and after installation to ensure the building is code compliant and meets minimum requirements established by the previous system.

1.2.1.3 Chilled Water Loop

The chilled water loop will be updated with all new chillers, chilled water pumps, ball valves and automatic isolation valves. The existing 180 tons chillers will be demolished and replaced with all new 180-ton air cooled Trane, or approved equal, chillers complete with Lonworks interface. The existing chilled water pumps and motors will be demolished. Two (2) new chilled water pumps and motors will be installed with Variable Frequency Drives (VFD's) and connected to the new controls system. All existing

3/12/2021 SECTION 01 11 00.00 30 Page 3 three-way valves at each AHU will be replaced with two-way ball valves.

Four (4) new automatic isolation valves will be installed on the chilled water loop to prevent flowing water through both chillers when they are not needed. The automatic isolation valves will be connected to the new controls system.

1.2.1.4 Damper

New motorized outside air damper to be installed at inlet into the building and connected to emergency shut off switches per UFC 4-010-01 DOD Minimum Antiterrorism Standards for Buildings. A new outside air intake will be installed at a minimum of ten feet from ground on the exterior of the facility. The existing exterior camera and light sensor will impede the new field fabricated ductwork installation and will need to be relocated.

1.2.2 Electrical

1.2.2.1 Chiller Yard

Demolish the two (2) existing 480V, 600A disconnect switches (DS-CHILLER 1 and DS-CHILLER 2) located in the Chiller Yard. Retain the conductors and conduit stub-ups at both disconnect switches for reuse. Install two (2) new splice boxes, 24 X 24 X 6 inch, NEMA 4X, and mount to the new structure frames at each chiller. Splice the existing conductors at the new splice boxes to feed the new disconnect switches and mini power zones (MPZ).

Install two (2) new 480VAC, 600A, 3P disconnect switches and connect to new chillers using the retained conductors and conduit stub ups. Connect load side of disconnect switches to chillers using liquid-tight flexible metal conduits. Install two (2) new MPZ to feed the four (4) new automatic isolation valves.

1.2.2.2 Variable Air Volume Boxes

Disconnect and retain all conduits and conductors for all VAV's to be demolished in Building 85125 as indicated on project drawings. Connect all new VAVs using the retained conduits and conductors. Replace existing breakers on panel boards 1PP1, 1PP2, 2PP1, and 2PP2 with new breakers sized for the new VAV loads.

1.2.2.3 Mechanical Room

Demolish the two (2) existing motor starter switches (CHWP-1 and CHWP-2) supplying the existing chilled water pumps located in mechanical room 110.

Retain the supply conductors and conduit from the motor starters to the chilled water pumps for reuse. Install two (2) new 480VAC, 30HP variable frequency drives (VFDs) to supply new chilled water pumps. Connect the new VFD's to the new chilled water pumps using the retained conduit and conductors. Provide any additional conduit and conductors as needed.

Install new mushroom type latching pushbuttons, in areas indicated on drawings, to enable an emergency closing override function for the new motorized outside air damper located in mechanical room 110. Install new 1P, 30A disconnect switch supplied from spare 20A, 120VAC circuit breaker in panelboard IRP3 to supply new motorized damper. Install emergency contactor in line with circuit going to the motorized damper. Control integrator to connect all new pushbuttons and contactor to the new Building Automation System (BAS).

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1.3 REFERENCES

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

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 approval. 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;G

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

SOLID WASTE DISPOSAL DIVERSION TRACKING;G

Storage Area Request;G

Contractor Survey Record Drawings;G

Superintendent Contact and Qualifications;G

1.5 CONTRACT 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

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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 Facility 85125.

Contractor must 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.

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.

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1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.7.1 Construction Area Access And Control

1.7.1.1 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.

1.7.2 Vehicle Parking

1.7.2.1 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 water permitted areas must be used for storage, Contractor must get special

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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 ON-SITE PERMITS

1.9.1 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.

1.9.1.1 Requirements

A written request for a utilities outage (electricity, communication, 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

3/12/2021 SECTION 01 11 00.00 30 Page 8 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.

1.9.2 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.

1.9.3 Burn Permits

Burn permits are required for any spark,flame, or welding activity. Burn Permits shall be obtained, with technical representative guidance, thru CES Customer Services PAFB Fire Department (494-7642) for all hot work on the project site.

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

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

1.10 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.10.1 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.

1.10.2 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.

1.10.3 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) collection point Building 1623, Cape Canaveral Air Force Station, Florida at the Contractor's expense. Coordinate with the Contracting Officer and DLA Disposition Service Representative for required documentation prior to transportation for disposal.

Salvageable material must be segregated and separated into categories before transport. Material shall be palletized and secured onto palletes 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, 3/12/2021 SECTION 01 11 00.00 30 Page 10 equipment which can be refitted, reworked, and restored and put to use or sold. The Contracting Officer shall have sole discretion as to determining whether any particular item is salvageable.

1.10.3.1 Salvage Items - None

1.10.4 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 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for further waste disposal and record keeping requirements.

1.10.5 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.

1.10.6 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.

1.11 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.

1.12 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

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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 CCAFS must still be accomplished.

3.2 CCSFS VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road 401 near the Visitor Control Center. Manned Operating hours are scheduled from 0600-1700. For after hours access, call CCSFS Security Forces at (321) 853-2121 to coordinate entry. Mandatory inspection is required for all:

Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. Allow ample time for inspections, especially for the critical delivery period of mixed concrete. The government will not be responsible for rejected batches, caused by Contractor delays. Advance coordination is highly recommended.

3.3 CCAFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) must use the CCAFS South Gate for access. To the maximum extent possible, deliveries must be scheduled between 1000 and 1500 hours to avoid the peak traffic volume times. 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 CCAFS; 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 must 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 must comply with this section. All hazardous deliveries must 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 must contact the CCAFS Security at 321-853-2121 to arrange for hazardous delivery escorts. Deliveries that have not arranged in advance for Security Forces escorts will be turned away and must be

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3.4 EXCAVATION

3.4.1 Dig/Utility Locate Permit Requirements

Excavation must be accomplished only after the Dig permit is received and utility locates accomplished and then with extreme caution to prevent damage to the existing buried utilities in the area. All open trenches must comply with OSHA regulations. All excavation must be further approved by daily contact with Cape Support (321-853-5211).

3.4.1.1 Location of Buried Structures and Utility Lines

If unidentified underground utilities are encountered during excavation, notify the Contracting Officer and cease operations until they are properly identified.

3.4.1.2 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 must be backfilled and tamped as required by the drawings and specifications. As a minimum, the topsoil must be replaced and the disturbed area must be grassed by seeding, watered and maintained for a minimum of 60 calendar days. All excavation must be in compliance with OSHA regulations. Mark or barricade construction work which may present a hazard.

3.4.1.3 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 must 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 must 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.

3.4.2 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.

3.4.3 Temporary Shoring, Bracing And Supports

All new excavation and trenching work must 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 must be removed.

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3.4.4 Barricades

Guardrails, fences or other suitable barricades and warning lights must 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.

3.5 LAND SURVEYING REQUIREMENTS

The project as-built survey submittal is required to be prepared in two separate datums and as separate submittals. The US Air Force record as-built must be prepared and depicted in horizontal WGS1984 and vertically EGM96. The federal, state, municipality permit as-built submittal must be prepared and depicted in horizontal Florida State Plane Coordinates, and vertical NAVD 88. A table must be provided on each survey denoting benchmarks and control points in both datums.

Land surveying, to include all projections and datum points, must be required for all modifications affecting civil site plans (e.g., utilities, additions, new construction or storm water modifications). The survey must be performed by a State of Florida Professional Licensed Surveyor (PLS) and must be submitted by the Contractor in digital and hard copy format.

3.5.1 Contractor Provided Survey Support

Record drawings must 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 must 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 centimeter 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 must 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 must be shown on unpaved areas of the site on the sketch of survey.

3/12/2021 SECTION 01 11 00.00 30 Page 14

Contractor must 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 must be enlarged as necessary.

Record drawings must be provided in digital format (AutoCAD Civil 3D, version 2012 or later). Information should be provided in separate layers/levels as specified by GIS/GeoBase Development Manager and in at least the same degree of separation as the design drawings that were provided. Designation for naming of layers/levels must adhere to current DOD, A/E/C CAD Standards with strict adherence to layer format.

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

All Civil features contained within the drawing package must be drawn in ArcGIS layers conforming to the most current SDSFIE schema standard.

All applicable attribution will be filled in prior to final delivery.

Layers will be in shape file, personal geodatabase or file geodatabase. Upon completion of survey, the as-built drawings will be certified by a professional licensed surveyor.

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

5 (Five) reproducible print and one digital copy in an electronic storage media (AutoCAD Civil 3D, version 2012 or later, drawn in ArcGIS layers conforming to the most current SDSFIE schema standard) and PDF of the Contractor Survey Record Drawings are required for submittal.

3.5.1.1 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 GIS/GeoBase Development Manager.

3.5.1.2 Vertical Reference Datum

All surveys shall be referenced to EGM96, unless specified otherwise by the GIS/GeoBase Development Manager. The survey shall include a description of the reference benchmarks from which the EGM96 has been determined.

All agency permit as-built surveys must be referenced to North American Vertical Datum (NAVD) 1988. The survey must include a description of the reference benchmarks from which the NAVD has been determined.

3.6 HOISTING AND LIFTING

3.6.1 Lifting Operation Plan

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

3/12/2021 SECTION 01 11 00.00 30 Page 15 calculations on any such structural mounting showing forces, weights, turning moments, etc. A procedure must accompany the drawings describing all lifting operations. Use spreader bars wherever necessary to prevent hoisting cables from contacting equipment/material.

3.7 QUALITY CONTROL

It is the Contractor's responsibility to provide, inspect and document the level of quality that has been established by all applicable standards, codes and guidelines. The Contractor must use skilled workers, an adequate number of which are thoroughly trained and have a minimum of 3 years experience in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work in each section of these specifications. Contractor must submit Superintendent Contact and Qualifications to the Contracting Officer.

3.7.1 Licenses

Contractor or their subcontractors must be licensed by the State of Florida or have an equivalent out-of-state license in all areas applicable to this contract or as otherwise stated elsewhere in this contract. Copies of licenses and certificates must be provided to the Contracting Officer.

Asbestos Abatement Contractor must be licensed by the State of Florida.

3.7.2 Quality Control Manager

The Quality Control Manager must direct the execution of the Contractor's approved Quality Control Plan with exclusive responsibility for administration of the plan and inspections of work. The Quality Control Manager must be available during normal duty within thirty (30) minutes after notification to meet with the Contracting Officer, or designated representative. The Quality Control Manager must be a different individual than the project superintendent.

Refer to Section 01 45 00.00 10 QUALITY CONTROL for additional requirements.

3.7.3 Government Inspection/Approval

When the Contractor considers that the work is acceptable to the Government and is complete, he/she must inform the Contracting Officer, or designated representative, and the Government Project Manager that the work is complete and ready for inspections. In the event that the work is not acceptable, the Contractor must record a list of items noted by the Government Project Manager, A subsequent inspection may take place in order to review the corrected items. The Government is not required to inspect all work.

3.7.4 Inspection Files

The Contractor must be responsible for keeping inspection files for all projects. Files must include on site records of all inspections conducted by the Contractor and the necessary corrective actions taken. Daily Reports must be kept and made available to the Government throughout the contract performance period and for the period after completion until final settlement of any claims made under this contract.

3.8 SUPERINTENDENT

Provide name and qualifications and past experience for review. Designate

3/12/2021 SECTION 01 11 00.00 30 Page 16 a competent superintendent who must have full authority to act for the Contractor and who must be the primary contact with the Government until acceptance. Contractor's superintendent must be at the job site at all times when work is taking place and must have full authority to act for the Contractor.

Refer to Section 01 45 00.00 10 QUALITY CONTROL for additional requirements.

3.9 CONSTRUCTION SCHEDULING REQUIREMENTS

3.9.1 Contractor Coordination Meetings

Contractor or their representative must attend weekly project meetings, not to exceed 3 hours, scheduled by the Government. Subcontractor representatives must attend as required.

Discussion must address the progress schedule, potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

3.9.2 On-Site Construction Sequence

The required work must be performed in a sequence to minimize the time when potable water, air conditioning, panelboards, transformers, power supply, etc. are inoperative or out-of-service.

-- End of Section --

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 MINIMUM INSURANCE REQUIREMENTS

1.3 SUPERVISION

1.3.1 Minimum Communication Requirements

1.3.2 Superintendent Qualifications

1.3.3 Non-Compliance Actions

1.4 PRECONSTRUCTION CONFERENCE

1.5 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

3/12/2021 SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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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 within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.3 SUPERVISION

1.3.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.3.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.3.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for

3/12/2021 SECTION 01 30 00 Page 2 extension of time for excess costs or damages by the Contractor.

1.4 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.5 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

3/12/2021 SECTION 01 30 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

1.4.2.2 Format for SD-02 Shop Drawings

1.4.2.2.1 Drawing Identification

1.4.2.3 Format of SD-03 Product Data

1.4.2.3.1 Product Information

1.4.2.3.2 Standards

1.4.2.3.3 Data Submission

1.4.2.4 Format of SD-04 Samples

1.4.2.4.1 Sample Characteristics

1.4.2.4.2 Sample Incorporation

1.4.2.4.3 Comparison Sample

1.4.2.5 Format of SD-05 Design Data

1.4.2.6 Format of SD-06 Test Reports

1.4.2.7 Format of SD-07 Certificates

1.4.2.8 Format of SD-08 Manufacturer's Instructions

1.4.2.8.1 Standards

1.4.2.9 Format of SD-09 Manufacturer's Field Reports

1.4.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

1.4.2.11 Format of SD-11 Closeout Submittals

1.4.3 Source Drawings for Shop Drawings

1.4.3.1 Source Drawings

1.4.3.2 Terms and Conditions

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of SD-01 Preconstruction Submittal Copies

1.5.2 Number of SD-04 Samples

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

1.7.5 Action Codes

1.7.6 Delivery of Copies

3/12/2021 SECTION 01 33 00 Page 1

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

3/12/2021 SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules…