P31054_Amd0001-Attchs.pdf

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV 1640581

ANDERSEN AIR FORCE BASE, GUAM

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

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

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

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 08 11.00 20 RISK MANAGEMENT FRAMEWORK FOR FACILITY-RELATED CONTROL

SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.13 CHEMICAL TERMITE CONTROL

31 31 16.19 TERMITE CONTROL BARRIERS

31 32 23 FOUNDATION DRILLING AND GROUTING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2 AMENDMENT No. 0001

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NAVFAC

NO. NO. TITLE

G-011 17252739 TITLE SHEET, VICINITY AND LOCATION MAPS

G-012 17252740 INDEX OF DRAWINGS

G-101 17252741 SITE AND ACCESS MAP

G-102 17252742 SCOPE OF WORK SUMMARY

G-103 17252743 NATURAL AND CULTURAL RESOURCE MITIGATION

V-001 17252746 TOPOGRAPHIC SURVEY MAP KEY PLAN

V-101 17252747 TOPOGRAPHIC SURVEY MAP AND PHOTO LOCATION 1

V-102 17252748 TOPOGRAPHIC SURVEY MAP AND PHOTO LOCATION 2

V-103 17252749 TOPOGRAPHIC SURVEY MAP AND PHOTO LOCATION 3

V-401 17252750 MISCELLANEOUS SITE PHOTOS 1

V-402 17252751 MISCELLANEOUS SITE PHOTOS 2

B-011 17252754 GEOTECHNICAL NOTES, USCS, BORING LOG LEGEND, ROCK

DESCRIPTION SYSTEM

B-111 17252755 BORING LOCATION PLAN

B-711 17252756 BORING LOGS 1

B-712 17252757 BORING LOGS 2

B-713 17252758 BORING LOGS 3

B-714 17252759 BORING LOGS 4

B-715 17252760 BORING LOGS 5

C-001 17252779 CIVIL GENERAL NOTES, LEGEND, AND SYMBOLS

C-002 17252780 OVERALL SITE KEY PLAN

C-003 17252781 LIMITS OF CONSTRUCTION PLAN

CD101 17252782 SITE DEMOLITION PLAN 1

CD102 17252783 SITE DEMOLITION PLAN 2

CD103 17252784 SITE DEMOLITION PLAN 3

CD104 17252785 SITE DEMOLITION PLAN 4

CD105 17252786 SITE DEMOLITION PLAN 5

CD106 17252787 SITE DEMOLITION PLAN 6

CS101 17252788 SITE PLAN 1

CS102 17252789 SITE PLAN 2

CS103 17252790 SITE PLAN 3

CS104 17252791 SITE PLAN 4

CS105 17252792 SITE PLAN 5

CS106 17252793 SITE PLAN 6

CP101 17252794 5TH STREET ROAD PLAN AND PROFILE 1

DOCUMENT 00 01 15 Page 1

(JRM-ESS) a minimum of 30 days prior to the date of required access to the project site to obtain base permission to work within an Explosive Safety Quantity Distance (ESQD) exclusion zone. The Event Waiver request consists of an abbreviated work plan describing work to be completed, a site map showing the location of work, and planned construction and work schedule.

f. A Free-Zone Request must be submitted in accordance with U.S.A.F.

Guidelines to access the project site. The Contractor must set up a “free-zone” as indicated in the Contract Drawings. The free-zone shall be set apart by a continuous physical barrier such as orange mesh construction fencing and will allow for unescorted movement within the free-zone. All personnel will require 36 MUNS escort to and from the free-zone and within the project limits until the free-zone is established. During use, the Contractor must maintain the area within the Free-Zone to AAFB requirements. Upon completion of work, the Contractor must de-construct the Free-Zone and restore the site to its original condition.

g. An Entry Authorization List (EAL) is required for Contractor personnel to access the secured areas on AAFB. The Contractor must submit required EALs (MSA 1) with all personnel requiring access to the project site a minimum of 30 days prior to the date of required access to the project site. The EALs must clearly define and justify the proposed hours.

h. Any activity that requires the use of a crane (or similar equipment) exceeding twenty-five feet (25’-0”) in height anywhere on base requires prior coordination with the Operations Support Squadron Terminal Enroute Radar Procedures (TERPS) section to ensure that flight paths are not adversely affected. The Contractor must submit exact crane coordinates (in minutes, degrees, seconds, and elevations), proposed dates of use, equipment certifications, and proposed maximum height of equipment for approval and coordination with TERPS. Refer to the Architectural Compatibility and Base Design Standards (ACBDS) for additional information.

i. Access to the project site will be as shown in the Contract Drawings unless otherwise approved by the Contracting Officer. The Contractor may be directed to use alternate access routes to accommodate munitions operations.

j. The Contractor must allow for work delays totaling 20 workdays per calendar year (may not be consecutive). These delays may be due to Government/36 MUNS operations, exercises, etc.

k. The work under this contract requires special attention to the scheduling and coordination of vegetation disturbance/clearing. No vegetation disturbance/clearing is allowed without specific prior approval from the Contracting Officer. Cultural and n Natural resource mitigation must be performed in accordance with Cultural Resources Performance Work Statement (PWS) and Natural Resources Performance Work Statement ( PWS) attached to Section 01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS. The Contractor must complete Cultural Resource mitigation at the earliest opportunity after Contract Award. Construction work may not begin until the contractor obtains all the necessary vegetation clearing approvals.

l. The Contractor is required to perform soil borings at each munitions

SECTION 01 14 00 Page 2 storage igloos as indicated and submit to the Contracting Officer for approval prior to commencing construction activities.

Activities/approvals related to this work must be accounted for in the construction schedule.

m. The Contractor is required to complete Cultural Resources Awareness Training. Environmentally Sensitive Area (ESA) Site 66-08-2103 is identified as ineligible and subject to inadvertent discovery. For ESA Site 66-08-2102, archaeological data recovery is required. Refer to the Cultural Resources PWS attached to Section 01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS for requirements will be performed by others (P-3105 (Phase 3) project) and is expected to be completed prior to construction award . Construction work within the ESA Site 66-08-2102 may not begin until the data recovery and fieldwork has been completed and approved by the Contracting Officer.

Upon approval, ESA Site 66-08-2102 will be subject to inadvertent discovery.

n. Contractor is required to complete a Natural Resource Awareness Training and submit a Hazard Analysis and Critical Control Point (HACCP) Plan to the Contracting Officer for approval prior to commencing construction activities.

o. Construction activities must first occur from north to south along 5th Street, then continue on to 6th Street.

p. Reconstruction of 6th Street will be performed by others (P-3105 (Phase 3) project) with construction activities scheduled to be completed prior to Contract award.

q. The P-3105 (Phase 3) Project will construct MSMs to the North side of the project site along 6th Street. Construction activities may be ongoing simultaneously. Coordinate site conflicts with the Contracting Officer.

r. The P-1366 (Phase 2) Project will construct MSMs to the South side of the project site along 6th Street. Construction activities may be ongoing simultaneously. Coordinate site conflicts with the Contracting Officer.

s. The electrical and telecommunications site infrastructure will be constructed by others P-3105 (Phase 3) project. Segments of the electrical and telecommunications site infrastructure, including stub-outs at each MSM on 6th Street, located within the project limits are expected to be completed prior to Contract award. Remaining electrical and telecommunications site infrastructure, including generator building and telecommunications building are expected to be completed within 8 months of Contract award.

t. The work under this contract, unless noted otherwise, must be completed and accepted by the Government 687 Calendar days after NTP within the time specified in FAR 52.211-10 . Work to be completed includes but is not limited to construction completion of the magazines and associated site improvements, completion of turnover and closeout activities, and demobilization by the Contractor of all personnel, facilities and equipment from within MSA 1.

u. Some work activities may extend beyond the time frame denoted in paragraph t, above, provided that they do not impact the Government's

SECTION 01 14 00 Page 3 ability to access or use the facilities as intended. Work activities permitted to extend beyond denoted time frame include off-site monitoring and maintenance of out-planted federally listed plant species in accordance with the Natural Resources Performance Work Statement and landscape establishment and maintenance period. Other work activities proposed to extend beyond the denoted time frame must be coordinated and approved by the Contracting Officer.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contract personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Additional Personnel Requirements

1.4.1.3 Installation Access

Obtain access to Navy and Air Force installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.4.1.3.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

SECTION 01 14 00 Page 4

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.4.1.3.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.4.1.3.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.4.1.3.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.4.2 Working Hours

Regular working hours must be between 7 a.m. and 4:00 p.m., Monday through Friday, excluding Government holidays.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work

SECTION 01 14 00 Page 5 outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.4.4 ExistingBuildings

The Contractor shall be working around existing igloos and buildings which are in use. Do not enter the existing igloos and building without prior approval of the Contracting Officer.

1.4.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 4 hours. This time limit includes time for deactivation and reactivation.

d. The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer a minimum 21 calendar days before the operation is scheduled to occur.

1.4.6 Location of Underground Utilities

Obtain digging permits prior to start of excavation. Contact the Contracting Officer 45 calendar days in advance for the digging permit form.Scan the construction site with electromagnetic or sonic equipment,and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be removed but discovered during scanning locations to be traversed by piping, ducts, and other work to be conducted or installed.

Notification Prior to Excavation: Notify the Contracting Officer at least 45 calendar days prior to starting excavation work.

1.4.7 Limitations within Munitions Storage Areas

Staging areas are provided within Munitions Storage Area 1 (MSA-1).

Smoking will not be permitted within the MSA-1 except in designated areas to be coordinated with the Contracting Officer.

Storage of hazardous and combustible materials is prohibited within the MSA-1. Refueling operations are not permitted within the MSA-1.

Access routes to the project site must minimize obstructions to munitions operations. Access routes to the project site may be changed by the Government to accommodate munitions operations, exercises, etc.

SECTION 01 14 00 Page 6

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1640581

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

01 14 00 SD-01 Preconstruction Submittals

1.3 GEntry Authorization List

1.3 GEvent Waiver Request

1.3 GFree-Zone Request

1.4.1.1List of Contract Personnel

1.5.1Personnel List

1.5.2Vehicle List

1.5.3Statement of Acknowledgement

Form SF 1413

01 20 00 SD-01 Preconstruction Submittals

1.3 GEarned Value Report

01 30 00 SD-01 Preconstruction Submittals

1.6Insurance

1.3.2.2Permits

1.3.3.4Vehicle Permits

1.3.2.2Licenses

1.3.3.2Operator licenses

1.10Export licenses

1.3.1.2Pre-deployment physical condition and general health screening

1.3.1.7Medical Contractual Agreement

1.3.1.7Medical Certification

1.3.2.3Housing List

1.3.2.3Housing Certification

1.3.3.3Background check

SUBMITTAL REGISTER

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01 30 00 1.3.3.3Safety & security Certification

1.4View Location Map

1.5Progress and Completion

Pictures

01 31 23.13 20 SD-01 Preconstruction Submittals

1.4.2List of Contractor's Personnel

01 32 17.00 20 SD-01 Preconstruction Submittals

1.2.2 GConstruction Baseline NAS

1.9Designated Project Scheduler

SD-07 Certificates

1.3 GThree-Week Look Ahead

Schedule

1.4.1 GMonthly Network Analysis

Updates

SD-11 Closeout Submittals

1.4.2 GAs-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

01 33 29 SD-01 Preconstruction Submittals

1.5.3.2Preliminary High Performance and Sustainable Building Checklist

1.4.1Sustainability Action Plan

1.5.3.2Preliminary Sustainability eNotebook

SD-11 Closeout Submittals

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01 33 29 1.5.3.2Final High Performance and

Sustainable Building Checklist

1.5.3.2Final Sustainability eNotebook

01 35 26 SD-01 Preconstruction Submittals

1.8 GAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.13Notifications and Reports

1.13.2 GAccident Reports

1.13.3LHE Inspection Reports

SD-07 Certificates

1.5Contractor Safety Self-Evaluation

Checklist

1.7.1.5Crane Operators/Riggers

1.8.3.2 GStandard Lift Plan

1.8.3.3 GCritical Lift Plan

1.9Activity Hazard Analysis (AHA)

1.10.1Confined Space Entry Permit

1.10.1Hot Work Permit

1.13.4Certificate of Compliance

1.15License Certificates

1.15.1 GRadiography Operation Planning

Work Sheet

1.15.1 GPortable Gauge Operations

Planning Worksheet

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01 35 26 3.7.3Machinery & Mechanized

Equipment Certification Form

01 45 00.00 20 SD-01 Preconstruction Submittals

1.6.1 GConstruction Quality Control (QC)

Plan

1.17Indoor Air Quality (IAQ)

Management Plan

SD-05 Design Data

1.9.1Design Review

1.9.2Contract Document Review

SD-07 Certificates

1.5.2.2CA Resume

01 45 35 SD-01 Preconstruction Submittals

3.1.1 GSIOR Letter of Acceptance

3.1.1 GProject Manual

3.1.1 GProject Manual

3.1.1Written NDT Practices

SD-06 Test Reports

3.1.1Daily Reports

3.1.3Daily Reports

3.1.1Biweekly Reports

SD-07 Certificates

2.1Certified Plant

2.1Certificate of Compliance

1.5.5 GSpecial Inspector of Record

1.5 GSpecial Inspector

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01 45 35 3.1.1Qualification Records

SD-11 Closeout Submittals

3.1.1 GComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals

1.3Construction Site Plan

3.3.1Traffic Control Plan

2.2.1Haul Road Plan

1.5.1.4Contractor Computer

Cybersecurity Compliance

Statements

1.5.6Contractor Temporary Network

Cybersecurity Compliance

Statements

01 57 19 SD-01 Preconstruction Submittals

1.6.1Preconstruction Survey

1.10Solid Waste Management Permit

1.6.2Regulatory Notifications

1.7 GEnvironmental Protection Plan

3.2.1.1 GStormwater Pollution Prevention

Plan

3.2.1.2Stormwater Notice of Intent

1.7.9.1Dirt and Dust Control Plan

1.6.5Employee Training Records

1.6.4Environmental Manager

Qualifications

SD-06 Test Reports

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01 57 19 3.7.1.1.2Laboratory Analysis

3.2.1Stormwater Erosion and

Sediment Control Inspection

Reports

3.2.1.3 GStormwater Inspection Reports

for Construction General Permit

3.2.1.3 GStormwater Inspection Reports

for Construction General Permit

1.10.1 GMonthly Solid Waste

Management Report

3.2.1 GSWPPP Inspection Reports

SD-07 Certificates

1.6.5 GEmployee Training Records

1.5.1.2 GECATTS Certificate Of

Completion

SD-11 Closeout Submittals

3.2.1.4 GStormwater Pollution Prevention

Plan Compliance Notebook

3.2.1.5 GStormwater Notice of Termination

3.7.1 GWaste Determination

Documentation

3.7.3.6 GDisposal Documentation for

Hazardous and Regulated Waste

1.6.5 GAssembled Employee Training

Records

1.10 GSolid Waste Management Permit

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

01 57 19 3.7.2.1 GSolid Waste Management Report

3.8.1 GContractor Hazardous Material

Inventory Log

3.7.3.1 GHazardous Waste/Debris

Management

1.6.2 GRegulatory Notifications

3.7.2.1 GSales Documentation

3.2.1.5As-Built Topographic Survey

01 57 19.01 20 SD-01 Preconstruction Submittals

3.4.1Storm Water Notice of Intent

(NOI)

3.4.1Site-Specific Storm Water

Pollution Prevention Plan

(SWPPP)

3.4.2Storm Water Inspection Reports for Construction General Permit

(CGP)

01 57 19.03 20 SD-01 Preconstruction Submittals

1.6 GESS Work Plan

3.1 GData Collection Results

3.1 GData Collection Results

1.5.6 GRecord of Training

3.2 GComprehensive Community

Relations Plan

1.7 GInstallation Commanding Officer

(ICO) Notification

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

01 57 19.03 20 1.8 GGeographic Information System

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1.5 GPersonnel Qualifications and

Duties

1.5.1 GSite Health and Safety Plan

(SHSP)

3.3 GOccupancy, Population and

Vehicle Survey

SD-06 Test Reports

1.9 GQC Report

1.10 GMunitions and Explosives of

Concern (MEC)/Material

Potentially Presenting an

Explosive Hazard (MPPEH) Spot

Report

3.9 GBedrock Determinations

SD-11 Closeout Submittals

1.11 GGIS Data

1.12 GAfter Action Report (AAR)

01 58 00 SD-02 Shop Drawings

1.3.1 GPreliminary Drawing Indicating

Layout And Text Content

01 74 19 SD-01 Preconstruction Submittals

1.7Construction Waste Management

Plan

SD-11 Closeout Submittals

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

01 74 19 1.9 SFinal Construction Waste

Diversion Report

01 78 00 SD-03 Product Data

1.6.1Warranty Management Plan

1.6.4Warranty Tags

3.4Final Cleaning

1.5Spare Parts Data

SD-08 Manufacturer’s Instructions

1.6.1Instructions

SD-10 Operation and Maintenance

Data

3.3 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.2 GRecord Drawings

1.6.1As-Built Record of Equipment and Materials

1.7As-Built Record of Equipment and Materials

2.1 GCertification of EPA Designated

Items

3.5.1 GInterim DD FORM 1354

3.5.2 GChecklist for DD FORM 1354

1.8 GFinal Construction Photographs

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

01 78 00 3.5.2 GHigh Performance and

Sustainable Building (HPSB)

Checklist

01 78 23 SD-10 Operation and Maintenance

Data

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

SD-11 Closeout Submittals

3.1.4 GTraining Video Recording

3.1.6 GValidation of Training Completion

01 78 24.00 20 SD-11 Closeout Submittals

1.4.1 GeOMSI, Progress Submittal

1.4.2 GeOMSI, Prefinal Submittal

1.4.3 GeOMSI, Final Submittal

01 91 00.15 20 SD-06 Test Reports

3.4 GInterim Construction Phase

Commissioning Plan

3.4 GFinal Construction Phase

Commissioning Plan

3.8 GInitial Commissioning Report

1.9 GIssues Log

3.5 GCompleted Pre-Functional

Checklists

3.4.5 GCompleted Building Envelope

Inspection Checklists

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

01 91 00.15 20 SD-07 Certificates

1.8 GCommissioning Firm

1.10 GCertificate Of Readiness

SD-11 Closeout Submittals

3.8 GFinal Commissioning Report

3.8 SFinal Commissioning Report

(eNotebook)

02 41 00 SD-01 Preconstruction Submittals

1.2.2 GDemolition Plan

1.8Existing Conditions

SD-07 Certificates

1.6 GNotification

03 30 53 SD-02 Shop Drawings

1.4 GInstallation Drawings

SD-03 Product Data

2.2.3.1Air-Entraining Admixture

2.2.3.2Accelerating Admixture

2.2.3.3Water-Reducing or Retarding

Admixture

2.2.10Curing Materials

2.2.6Joint Sealants - Field Molded

Sealants

3.1.4.3Batching and Mixing Equipment

3.2Conveying and Placing Concrete

2.2.7Formwork

2.3 GMix Design Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

03 30 53 2.3Ready-Mix Concrete

2.4.1Curing Compound

SD-06 Test Reports

2.2.2Aggregates

2.1.3 GConcrete Mixture Proportions

3.8.2 GCompressive Strength Testing

3.8.2 GSlump

3.8.2Air Content

2.2.4Water

SD-07 Certificates

2.2.1Cementitious Materials

2.2.2Aggregates

SD-08 Manufacturer’s Instructions

2.4.1Curing Compound

03 31 30 SD-01 Preconstruction Submittals

1.8.2.2Concrete Curing Plan

1.7.4 GConcrete Qualification Program

1.6 GConcrete Quality Control Program

1.8.2.4Concrete Placement and

Compaction

1.8.2.4Concrete Pumping

1.8.2.1Curing Concrete Elements

1.8.2.3Form Removal Schedule

1.6.2 GLaboratory Qualifications

1.6.1 GQuality Control Personnel

SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

03 31 30 3.2.7 GExpansion Joints

1.8.1.1Formwork

1.8.1.3 GPrecast Elements

1.6.1.2 GReinforcing Steel

SD-03 Product Data

1.8.5.4 GAdmixtures

1.8.5.3 GAggregates

1.2 GCorrosion Inhibitors

2.8.4 GJoint Filler

2.8.5 GJoint Sealants

2.8.2 GMaterials for Curing Concrete

1.8.2.8Safety Data Sheets

2.7.2 GMechanical Reinforcing Bar

Connectors

2.5 GNon-Shrink Grout

3.2.7Preformed Joint Filler

2.7.1 GReinforcing Bars

3.2.1Reinforcement Supports

2.8.3Sealer-Hardener

2.8.1Waterstops

2.7.3Welded Wire Fabric

SD-05 Design Data

1.8.5.1 GConcrete Mixture Requirements

1.8.2.9 GMixture Designs

SD-06 Test Reports

1.8.5.3Aggregates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

03 31 30 1.8.5.4Admixtures

1.8.5.5Cement

1.7.1Concrete Mixture Proportions

1.8.5 GConcrete Test Reports

1.7.4.1Fresh Concrete Properties

1.7.4.2Hardened Concrete Properties

2.7.2Mechanical Reinforcing Bar

Connectors

2.7.1Reinforcing Bars

1.8.5.2Supplementary Cementing

Materials

2.3Water

SD-07 Certificates

1.8.5.4Admixtures

2.1Cementitious Materials

1.8.3.1Cementitious Material Mill

Certificates

1.6.1.2Field Testing Technician and

Testing Agency

SD-08 Manufacturer’s Instructions

1.8.2.6Coatings

SD-11 Closeout Submittals

1.8.3.1Aggregate Moisture Content

1.8.3.1Aggregate Sampling

1.8.5Concrete Test Reports

1.8.4.3Quality Control Charts

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

03 31 30 1.8.4.1Daily Inspection Reports

1.8.4.4Quality Team Meetings

1.8.4.2Sampling Logs

03 37 13 SD-06 Test Reports

1.6Preconstruction Testing

1.7 GTesting During Construction

2.1.3Aggregate

2.1.4Water

2.3 GMixture Proportions

1.7.6 GRepair Of Shotcrete

3.9 GRepair Of Shotcrete

2.2.5Resistance To Alkali-Silica

Reaction

SD-07 Certificates

1.5 GQualifications

2.1.1Cement

2.1.2Supplementary Cementitious

Materials

2.1.5 GAdmixtures

2.1.6Curing Materials

1.6.1 GTesting Agency

03 45 33 SD-02 Shop Drawings

2.1.1.2 GDrawings of Precast Members

2.1.1.2 GDrawings of Precast Concrete

Members

SD-03 Product Data

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

03 45 33 2.2.8.1Inserts

SD-04 Samples

2.3.9Surface Finish

SD-05 Design Data

2.1.1.2 GDesign Calculations

1.4.3 GConcrete Mix Design

SD-06 Test Reports

1.4.3 GConcrete Mix Design

2.2.4Aggregates

1.4.1.1Concrete and Aggregate Quality

Control Testing

2.2.3Water

SD-07 Certificates

2.3Quality Control Procedures

3.12 GConstruction Records

1.4.1.3Erector's Post Audit Declaration

SD-11 Closeout Submittals

1.4.4Batch Ticket

2.2.1 SRecycled Content for Fly Ash and

Pozzolan

2.2.1 SRecycled Content for Ground Iron

Blast-Furnace Slag

05 12 00 SD-01 Preconstruction Submittals

1.5.1.1 GErection and Erection Bracing

Drawings

SD-02 Shop Drawings

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

05 12 00 1.5.2 GFabrication Drawings

SD-03 Product Data

2.6.2Shop Primer

2.4.1Welding Electrodes and Rods

2.4.2 GNon-Shrink Grout

SD-05 Design Data

3.2 GDesign Calculations for Steel

Connections

1.5.2 GShoring and Temporary Bracing

SD-06 Test Reports

2.6.2Class B Coating

2.3Bolts, Nuts, and Washers

3.7.1.2Weld Inspection Reports

3.7.2.1Bolt Testing Reports

3.7.3Embrittlement Test Reports

SD-07 Certificates

2.2Steel

2.3Bolts, Nuts, and Washers

2.5Galvanizing

1.3AISC Structural Steel Fabricator

Quality Certification

1.3AISC Structural Steel Erector

Quality Certification

1.5.3.1 GWelding Procedures and

Qualifications

2.4.1Welding Electrodes and Rods

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

05 12 00 3.7.1.1Certified Welding Inspector

3.7.1.2NDT Technician

3.4 GWelding Procedure Specifications

(WPS)

07 13 53 SD-03 Product Data

1.3 GManufacturer's Standard Details

2.2 GElastomeric Waterproofing Sheet

Material

2.5 GProtection Board

1.4 GPrimers, Adhesives, and Mastics

2.2 GPrimers, Adhesives, and Mastics

SD-06 Test Reports

2.2 GElastomeric Waterproofing Sheet

Material

3.5 GField Quality Control

3.6 GProtective Covering

SD-07 Certificates

2.2Elastomeric Waterproofing Sheet

Material

1.4 GPrimers, Adhesives, and Mastics

2.2 GPrimers, Adhesives, and Mastics

1.4 GProtective Coverings

1.8 GSpecial Warranties

1.8 GSpecial Warranties

2.1.1 GCertificates Of Compliance

2.1.2 GCertificates Of Compliance

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FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

07 13 53 SD-08 Manufacturer’s Instructions

1.4 GPrimers, Adhesives, and Mastics

2.2 GPrimers, Adhesives, and Mastics

SD-11 Closeout Submittals

2.1.1 GCertificates Of Compliance

2.1.2 GCertificates Of Compliance

07 19 00 SD-03 Product Data

2.2Water Repellents

SD-06 Test Reports

1.3.2Water Absorption

2.3.1Water Absorption

2.3.2Water Absorption

2.3.3Water Absorption

2.3.1Accelerated Weathering

2.3.2Accelerated Weathering

2.3.3Accelerated Weathering

2.3.4Accelerated Weathering

2.3.1Resistance to Chloride Ion

Penetration

2.3.2Resistance to Chloride Ion

Penetration

2.3.3Resistance to Chloride Ion

Penetration

2.3.4Resistance to Chloride Ion

Penetration

1.3.2Moisture Vapor Transmission

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 20 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

07 19 00 2.3.1Moisture Vapor Transmission

2.3.2Moisture Vapor Transmission

2.3.3Moisture Vapor Transmission

2.3.4Moisture Vapor Transmission

2.3.1Scaling Resistance

2.3.2Scaling Resistance

2.3.3Scaling Resistance

2.3.4Scaling Resistance

1.3.2Water Penetration and Leakage

SD-07 Certificates

1.3.1Manufacturer's Qualifications

1.3.1Applicator's Qualifications

1.3.3Evidence of Acceptable Variation

1.12Warranty

SD-08 Manufacturer’s Instructions

3.4Application

1.7.1Safety Data Sheets

07 60 00 SD-02 Shop Drawings

2.2.1 GExposed Sheet Metal

3.1.4 GBase Flashing

3.1.5 GCounterflashing

3.1.7 GFlashing at Roof Penetrations

and Equipment Supports

2.2.4 GReglets

2.1 SRecycled Content

SD-08 Manufacturer’s Instructions

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 21 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

07 60 00 1.4.2 GInstructions for Installation

3.5 GQuality Control Plan

SD-10 Operation and Maintenance

Data

1.4.2 GCleaning and Maintenance

07 92 00 SD-03 Product Data

2.2Sealants

2.3Primers

2.4Bond Breakers

2.5Backstops

3.1Field Adhesion

SD-07 Certificates

1.4.1Indoor Air Quality

SD-11 Closeout Submittals

2.2.1 SIndoor Air Quality For Interior

Sealants

2.2.3 SIndoor Air Quality For Interior

Floor Joint Sealants

09 90 00 SD-02 Shop Drawings

3.8Piping Identification

SD-03 Product Data

2.1 GCoating

SD-04 Samples

1.10 GColor

SD-07 Certificates

1.4Applicator's Qualifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 22 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

09 90 00 2.1Indoor Air Quality for Paints and

Primers

SD-08 Manufacturer’s Instructions

3.5.2Mixing

1.7.2Manufacturer's Safety Data

Sheets

SD-10 Operation and Maintenance

Data

2.1 GCoatings

10 14 00.10 SD-02 Shop Drawings

3.1Approved Detail Drawings

SD-03 Product Data

2.1Exterior Signage System

3.1Installation

1.2Exterior Signage

1.2.1Wind Load Requirements

SD-04 Samples

1.2 GExterior Signage

SD-10 Operation and Maintenance

Data

3.1.2Protection and Cleaning

10 14 53 SD-03 Product Data

2.1Traffic Sign Posts

2.4Traffic Sign Retroreflective

Sheeting

23 00 00 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 23 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

23 00 00 1.4.3Detail Drawings

SD-03 Product Data

2.5.3Air Vents, Penthouses, and

Goosenecks

SD-08 Manufacturer’s Instructions

3.5.2Operation and Maintenance

Training

SD-10 Operation and Maintenance

Data

3.5.1Operation and Maintenance

Manuals

26 08 00 SD-06 Test Reports

3.1 GAcceptance tests and inspections

SD-07 Certificates

1.4.1 GQualifications

1.4.3 GAcceptance test and inspections

procedure

26 20 00 SD-02 Shop Drawings

2.8 GPanelboards

2.10 GTransformers

3.1.7.1 GMarking Strips

SD-03 Product Data

2.7 GReceptacles

2.8.3 GCircuit Breakers

2.6 GSwitches

2.10 GTransformers

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 24 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

26 20 00 2.9 GEnclosed Circuit Breakers

2.17 GSurge Protective Devices

SD-06 Test Reports

3.5.2 G600-volt Wiring Test

3.5.5 GGrounding System Test

3.5.3 GTransformer Tests

3.5.4 GGround-fault Receptacle Test

SD-09 Manufacturer’s Field

Reports

2.19.1Transformer Factory Tests

SD-10 Operation and Maintenance

Data

1.5.1 GElectrical Systems

26 41 00 SD-02 Shop Drawings

1.4.1.1 GOverall lightning protection

system

1.4.1.2 GEach major component

SD-06 Test Reports

1.4.3 GLightning Protection and

Grounding System Test Plan

3.4.1 GLightning Protection and

Grounding System Test

SD-07 Certificates

1.2.3 GLightning Protection System

Installers Documentation

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 25 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

26 41 00 1.4.2 GComponent UL Listed and

Labeled

1.4.4 GLightning protection system

inspection certificate

3.1.1 GRoof manufacturer's warranty

26 51 00 SD-02 Shop Drawings

1.5.1 GLuminaire Drawings

1.5.2 GVacancy Sensor Coverage

Layout

SD-03 Product Data

2.2 GLuminaires

2.4 GLight Sources

2.3 GDrivers

1.6.1 GLED Luminaire Warranty

1.5.4 GLuminaire Design Data

2.5.2.1 GVacancy Sensors

2.5.2.1 GVacancy Sensors

2.6.1 GLED Emergency Drivers

SD-06 Test Reports

1.5.5 GLED Luminaire - IES LM-79 Test

Report

1.5.6 GLED Light Source - IES LM-80

Test Report

1.5.7 GLED Light Source - IES TM-21

Test Report

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 26 OF 35 PAGES

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV

26 51 00 1.5.8 GVacancy Sensor Verification

Tests

1.5.11.3 GEnergy Efficiency

SD-07 Certificates

1.6.1.1 GLuminaire Useful Life Certificate

1.5.3 GLED Driver Compatibility

Certificate

27 10 00 SD-02 Shop Drawings

1.6.1.1 GTelecommunications drawings

1.6.1.2 GTelecommunications Space

Drawings

SD-03 Product Data

2.3 GTelecommunications cabling

2.4.3 GPatch panels

2.5 GTelecommunications

outlet/connector assemblies

2.4.1 GEquipment support frame

SD-06 Test Reports

3.5.1 GTelecommunications cabling

testing

SD-07 Certificates

1.6.2.1 GTelecommunications Contractor

1.6.2.2 GKey Personnel

1.6.2.3 GManufacturer Qualifications

1.6.3 GTest plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 27 OF 35 PAGES

FY22 MCAF…