Attach_1_Tech_Specs.pdf

AA 0002809

PROJECT SPECIFICATIONS

DBEH 18-1500, Install Emergency

Makeup Water for Critical Facilities

Cape Air Force Station

5/13/2020

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

Install Emergency Makeup Water for Critical Facilities DBEH 18-1500

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 30 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

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

23 21 23 HYDRONIC PUMPS

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 33 - UTILITIES

33 11 13 WATER SUPPLY WELLS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 5/13/2020

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

1.2.2 Mechanical

1.2.3 Electrical

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 Area 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

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

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

SECTION 01 11 00.00 30 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

3.1.2 Air Force Restricted Area Requirements (Yellow & White

Restricted Unescorted Badge)

3.2 DELIVERIES

3.2.1 Non-Hazardous Deliveries

3.2.2 Hazardous Deliveries

3.3 RESPONSIBILITIES

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 Government Inspection/Approval

3.7.3 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 --

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

Installing wells for makeup water in the HVAC system at four locations on Cape Canaveral Air Force Station. The four locations are Morrell Operations Center (MOC, #81900), Eastern Processing Facility (EPF, #67745), Tech Support Facility (TSF, #34705) and XY Comm Building (XY, #01641). Each well will produce enough water to support the entire makeup water requirement for the building HVAC system. The well depth will be approximately 180 feet depending on the site location. Each well will have a surface centrifugal pump and motor, sediment filter, pressure tank, and a control panel connected to the building's water Supervisory Control and Data Acquisition (SCADA) system.

In the event of a Cape wide water outage, climate control systems in critical facilities do not function, causing sensitive electronic equipment to fail, jeopardizing multi-million-dollar satellites, and keeping personnel from occupying the facilities to perform critical functions.

CCAFS experienced these issues following Hurricane Irma in 2017. The critical facilities Morrell Operations Center (MOC, #81900), Eastern Processing Facility (EPF, #67745), Tech Support Facility (TSF, #34705) and XY Comm Building (XY, #01641) are involved with the construction of, control and/or monitoring of critical satellites already in orbit. The work to be performed under this project consists of providing the labor, equipment and materials as indicated in the attached drawing package.

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

Install a total of quantity four (4), three (3) inch diameter, double cased, cement grouted groundwater wells, one (1) at each site, to an approximate depth of 180 feet below ground surface penetrating the geologic Hawthorn Formation. Install concrete equipment pads and protective bollards at the groundwater wells where noted. Trench and install underground PVC pipe from groundwater wells to HVAC cooling towers. Repair asphalt pavement at trenching locations. Install equipment shelters at noted locations.

1.2.2 Mechanical

Install four new well centrifugal pumps with motor and controls. Controls will report pump status to the respective building's water SCADA system.

Raw water will flow through backflow preventer, water meter, pressure transducer, sediment filter, and a pressure tank. Pump will be controlled from the control panel manually in addition to automatically based on pressure in the utility makeup water line.

1.2.3 Electrical

Supply four new well pumps from existing 3 phase, 480 volts panelboards.

Install new 3P, 15A, 480VAC circuit breakers in each panelboard. Install

SECTION 01 11 00.00 30 Page 3 new disconnect switch and control box in each well pump equipment location specified in drawings and route new conduit from panelboard to disconnect switch and from disconnect switch to pump motor control box. Electronic controls for pump motor and sensors should be purchased from the contractor as a package unit. Pump control includes a 4-20ma output for pressure transducer and an in-line continuous-duty contactor to provide facility with on and off control.

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.

45TH SPACE WING (SWI)

45 SWI 31-1 Integrated Defense Plan

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

Contracting Organization approval is required for all submittals. The following will 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; G), Chemical/Hazardous Material Request Authorization (including all paint)

SOLID WASTE DISPOSAL DIVERSION TRACKING; G

Premises/Access Plan; G

SECTION 01 11 00.00 30 Page 4

Storage Area Request; G

Superintendent Contact and Qualifications; G

Lifting Operation Plan; G

On-Site Construction Sequence; G

SD-11 Closeout Submittals

Contractor Survey Record Drawings; G

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 will 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 will be verified by the Contractor. Discrepancies between the drawings, specifications and/or existing conditions will be referred to the Contracting Officer in writing, for review, before the affected work is performed. Failure to make notification will 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 nature of the work location, all work pertaining to this contract will be completed with minimal disruption to the CCAFS facilities.

Contractor will 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

SECTION 01 11 00.00 30 Page 5 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).

No construction work will 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.

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 65 days prior to night work commencement.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

The north firehouse access and new south emergency access area will operate under normal conditions during performance of work under this Contract.

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

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

1.7.1 Area Contents

1.7.1.1 Responsibilities

The schedule of work will be closely coordinated with the Contracting Officer. Unless otherwise stated, all existing utilities and structures in the work area will be protected from damage.

Demolition of critical facility systems will not be started until replacement equipment is on site.

1.7.1.2 Maintain Clean Work Areas

All work areas will be kept clean at all times. Prevent introduction of dirt or dust into areas adjacent to the work areas. All materials, tools and equipment must 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, will, at the sole discretion of the Contracting Officer, be repaired or replaced by the Contractor at no cost to the Federal Government.

SECTION 01 11 00.00 30 Page 6

1.7.1.4 New Material and Construction Equipment

Only material and construction equipment designated for performance of 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 will 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 will indicate dimensions of trailer, size of storage area, and utilities required. All trailers will 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 will secure storage areas during inclement weather situation.

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 will be on sloped supports above ground. Contractor will 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 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.

SECTION 01 11 00.00 30 Page 7

1.8.4 Hazardous Materials

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 will be stored on an impervious surface with containment. Incompatible materials will 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 will be protected against damage.

Contractor will 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.

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

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

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

1.9 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests And Connection Requests

Work will be scheduled to hold outages to a minimum.

Utility outages and Connection Requests required during the execution of work that affect existing systems will 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 will 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, 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 will 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.

SECTION 01 11 00.00 30 Page 8

Since many systems are critical to facility operations, the number and duration of utility outages will be kept to an absolute minimum. All work effort will be coordinated and sufficient manpower, materials, and equipment will 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 will be scheduled at a time of minimum demand on the utility, convenient to the Government. Outages on weekends, holidays, or evenings will be performed at no additional cost to the Government.

Contractor will 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 will 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 will 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 will 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 will 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 will be the first and the last to coordinate on the AF Form 103.

After excavation permit has been obtained and prior to any excavating, verify with Cape Support (853-5211) that there are no "Critical Days" that would prevent excavation.

Contractor will 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 Permits will be obtained thru CCAFS Fire Department.

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

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

SECTION 01 11 00.00 30 Page 9

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 will 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 will be repaired at no additional cost to the Government.

1.11.2 Housekeeping

Sufficient personnel and equipment will 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 will remain the property of the Federal Government. Salvageable items are listed below in the paragraph entitled, "Salvage Items". Salvageable items will be transported to and deposited at the Defense Logistics Agency Office - Disposition Services (DLA) at Cape Canaveral Air Force Station at the contractor's expense. Coordinate with the Contracting Officer for required documentation prior to transportation for disposal.

Salvageable material must be segregated and separated into categories before transport. Material will 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 will be scheduled through the Contracting Officer a minimum of 72 hours in advance. All salvageable items delivered to DLA will 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 will be furnished to the Contracting Officer.

Contractor will 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 will 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 will 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 sold. The Contracting Officer will have sole discretion as to determining whether any particular item is salvageable.

SECTION 01 11 00.00 30 Page 10

1.11.3.1 Salvage Items

Items must be inspected by the Contracting Officer to determine whether salvageable or debris. All salvageable materials must be delivered to the DLA facility within Cape Canaveral Air Force Station at Contractor's expense. Salvageable material delivery must also be accompanied by a properly prepared DD Form 1348.

1.11.4 Waste Disposal

Non-salvageable material and debris will be removed from work areas and disposed of daily. Contractor will 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

Upon completion of the construction each day, the Contractor will 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 will 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 will 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 will be followed in obtaining radio frequency authorization:

The policy and procedures contained in AFI 33-580 will 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 will 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 11

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 will be necessary to accomplish the on-site work.

However, normal access requirements into must still be accomplished.

3.1.2 Air Force Restricted Area Requirements (Yellow & White Restricted Unescorted Badge)

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 will 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 DELIVERIES

3.2.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the CCAFS South Gate for access. To the maximum extent possible, deliveries shall 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.

SECTION 01 11 00.00 30 Page 12

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

3.2.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials will comply with this section. All hazardous deliveries will 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 will contact the Contracting Officer 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.

3.3 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 will not be considered grounds for contract extension or compensation.

3.4 EXCAVATION

3.4.1 Dig/Utility Locate Permit Requirements

Excavation shall 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

Excavation to 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. 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 will be backfilled and tamped as required by the drawings and specifications. As a minimum, the topsoil will be replaced and the disturbed area will be grassed by seeding, watered and maintained for a minimum of 60 calendar days. All excavation will 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

SECTION 01 11 00.00 30 Page 13 cutting under this project within 10 calendar days after initial cutting.

The topping will 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 will 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 will 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 will be removed.

3.4.4 Barricades

Guardrails, fences or other suitable barricades and warning lights will 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 shall be prepared and depicted in horizontal WGS1984 and vertically EGM96. The federal, state, municipality permit as-built submittal shall be prepared and depicted in horizontal Florida State Plane Coordinates, and vertical NAVD 88. A table shall 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.

SECTION 01 11 00.00 30 Page 14

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 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 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

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 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

SECTION 01 11 00.00 30 Page 15 of the Contractor Survey Record Drawings are required for submittal.

3.5.1.1 Horizontal Reference Datum

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

3.6 HOISTING AND LIFTING

3.6.1 Lifting Operation Plan

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

3.7.1 Licenses

Contractor or their subcontractors will 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 will be provided to the Contracting Officer.

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

3.7.2 Government Inspection/Approval

When the Contractor considers that the work is acceptable to the Government and is complete, they will 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 will 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.

SECTION 01 11 00.00 30 Page 16

3.7.3 Inspection Files

The Contractor will be responsible for keeping inspection files for all projects. Files will include on site records of all inspections conducted by the Contractor and the necessary corrective actions taken. Daily Reports will 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 a competent superintendent who will have full authority to act for the Contractor and who will be the primary contact with the Government until acceptance. Contractor's superintendent will be at the job site at all times when work is taking place and will have full authority to act for the Contractor.

3.9 CONSTRUCTION SCHEDULING REQUIREMENTS

3.9.1 Contractor Coordination Meetings

Contractor will attend weekly project meetings, not to exceed 3 hours, scheduled by the Government. Contractor's Superintendent will attend the scheduled coordination meetings. Subcontractor representatives will attend as required.

Discussion will 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 will be performed in a sequence to minimize the time of insecure perimeter fence. Submit a plan for approval prior to beginning work that coordinates with the overall construction schedule and details how work will progress and be completed.

-- End of Section --

SECTION 01 11 00.00 30 Page 17

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 PREPARATION

1.3.1 Submittal Format

1.3.1.1 Format of SD-01 Preconstruction Submittals

1.3.1.2 Format for SD-02 Shop Drawings

1.3.1.2.1 Drawing Identification

1.3.1.3 Format of SD-03 Product Data

1.3.1.3.1 Product Information

1.3.1.3.2 Standards

1.3.1.3.3 Data Submission

1.3.1.4 Format of SD-05 Design Data

1.3.1.5 Format of SD-06 Test Reports

1.3.1.6 Format of SD-07 Certificates

1.3.1.7 Format of SD-08 Manufacturer's Instructions

1.3.1.7.1 Standards

1.3.1.8 Format of SD-09 Manufacturer's Field Reports

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

1.3.1.10 Format of SD-11 Closeout Submittals

1.3.2 Source Drawings for Shop Drawings

1.3.2.1 Source Drawings

1.3.2.2 Terms and Conditions

1.4 QUANTITY OF SUBMITTALS

1.4.1 Number of SD-01 Preconstruction Submittal Copies

1.5 PROJECT SUBMITTAL REGISTER

1.5.1 Submittal Management

1.5.2 Preconstruction Use of Submittal Register

1.5.3 Contractor Use of Submittal Register

1.5.4 Approving Authority Use of Submittal Register

1.5.5 Action Codes

1.5.6 Delivery of Copies

1.6 VARIATIONS

1.6.1 Considering Variations

1.6.2 Proposing Variations

1.6.3 Warranting that Variations are Compatible

1.6.4 Review Schedule Extension

1.7 SCHEDULING

1.8 GOVERNMENT APPROVING AUTHORITY

1.8.1 Review Notations

1.9 DISAPPROVED SUBMITTALS

1.10 APPROVED SUBMITTALS

SECTION 01 33 00 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

-- End of Section Table of Contents --

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 specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and

SECTION 01 33 00 Page 3 other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by

SECTION 01 33 00 Page 4 facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

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

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 PREPARATION

1.3.1 Submittal Format

1.3.1.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.3.1.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to

SECTION 01 33 00 Page 5 accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

1.3.1.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location…