A.1.9 - AM-0004 Rev SPECS.pdf

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 25 PAGES

FY20 PAYZ16000B Munitions Storage Igloo

01 11 00.00 10 SD-01 Preconstruction Submittals 1.10Initial Site Conditions Photos

1.6 GKey Personnel Qualifications

SD-07 Certificates 1.10Monthly Progress Photos

01 22 00.00 10 SD-01 Preconstruction Submittals

3.2 GContract Cost Breakdown

01 32 16.00 20 SD-01 Preconstruction Submittals

1.2 GBaseline Construction Schedule

1.6 GMonthly Updates

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

1.8.1 GSubmittal Register Monthly

Update 01 35 26 SD-01 Preconstruction Submittals

1.7.2.2 GStandard Lift Plan

1.7 GAccident Prevention Plan (APP)

1.7.2.3 GCritical Lift Plan

SD-06 Test Reports 1.4Monthly Exposure Reports 1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.4 GCrane Operators/Riggers

1.8 GActivity Hazard Analysis (AHA)

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

(AM-0004)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 25 PAGES

01 35 26 1.9.1Confined Space Entry Permit 1.9.1Hot Work Permit 1.12.4Certificate of Compliance

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan SD-06 Test Reports

3.9.2Verification Statement 01 45 35 SD-01 Preconstruction Submittals

3.1.1 GSIOR Letter of Acceptance

SD-06 Test Reports

3.1.1Daily Reports 3.1.3Daily Reports 3.1.3Daily Reports 3.1.1Biweekly Reports 3.1.2Biweekly Reports

SD-07 Certificates

1.5 GSpecial Inspector

3.1.1Qualification Records 3.1.3Qualification Records

SD-11 Closeout Submittals 3.1.1Interim Final Report 3.1.3Interim Final Report

3.1.1 GComprehensive Final Report

3.1.3 GComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 25 PAGES

01 50 00 1.3 GConstruction Site Plan

3.4.1 GTraffic Control Plan

3.3.2 GTemporary Utility Connections

Plan 01 57 19.01 SD-01 Preconstruction Submittals

1.8.1Preconstruction Survey

1.9.12.1 GSolid Waste Management Permit

1.8.2Regulatory Notifications

1.9 GEnvironmental Protection Plan

1.9.8.2 GDirt and Dust Control Plan

1.8.5 GEmployee Training Records

1.8.4 GEnvironmental Manager

Qualifications

3.15.3 GTemporary Fuel Storage Tank

Approval Request

3.15.5 GUnderground Fuel Storage Tank

Approval Request

1.9.4 GDig Permit

3.8.1 GWaste Determination

Documentation

1.8.3 GLicenses/Permits/Notifications

1.9.9.1 GStormwater Pollution Prevention

Plan

1.9.9.1 GStormwater Pollution Prevention

Plan SD-06 Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 25 PAGES

01 57 19.01 3.8.1.1.2Laboratory Analysis 3.2.2Inspection Reports

3.8.2.1 GSolid Waste Management Report

3.7.2Nonhazardous Solid Waste

Diversion Report 1.9.11.2Hazardous Waste Analysis

Report SD-07 Certificates

1.8.5 GEmployee Training Records

1.9.12.1Solid Waste Management

License 1.7.1Asbestos Certification 1.7.2Lead Certification

3.11 GWritten Assessment Of Friable

Asbestos Disturbance SD-11 Closeout Submittals

3.8.1 GWaste Determination

Documentation

3.8.3.5 GDisposal Documentation for

Hazardous and Regulated Waste

1.8.5 GAssembled Employee Training

Records

1.9.12.1 GSolid Waste Management Permit

3.8.2.1 GSolid Waste Management Report

3.8.3.1 GHazardous Waste/Debris

Management

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 25 PAGES

01 57 19.01 1.9.13.2 GFuel Storage Tank Installation/Removal Report

1.8.2 GRegulatory Notifications

3.8.2.1Sales Documentation 1.11Environmental Records Binder 3.8.2.1Contractor Certification 3.8.2.1Contractor Certification 1.10General Use Permitted

Equipment 01 74 19 SD-01 Preconstruction Submittals

1.6 GWaste Management Plan

SD-11 Closeout Submittals

1.7Records 01 78 00 SD-03 Product Data

1.7.1 GWarranty Management Plan

1.7.5Warranty Tags 3.8Final Cleaning 1.5Spare Parts Data

SD-08 Manufacturer’s Instructions 1.7.1Instructions

SD-10 Operation and Maintenance Data

3.7 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 25 PAGES

01 78 00 3.3 GRecord Drawings

1.7.1 GAs-Built Record of Equipment

and Materials

3.6 GAs-Built Record of Equipment

and Materials

3.4 GFinal Approved Shop Drawings

3.5 GConstruction Contract

Specifications

3.9 GInterim DD FORM 1354

3.9 GChecklist for DD FORM 1354

01 78 23 SD-10 Operation and Maintenance Data

1.4 GO&M Database

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

02 41 00 SD-01 Preconstruction Submittals

1.2.2 GDemolition Plan

1.10Existing Conditions

SD-07 Certificates

1.6 GNotification

SD-11 Closeout Submittals 3.3.4Receipts

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 25 PAGES

02 82 13.00 10 SD-01 Preconstruction Submittals

1.4 GAsbestos Hazard Abatement Plan

SD-02 Shop Drawings

1.4 GDetailed Drawings

SD-03 Product Data

3.8.3.1 GAsbestos Waste Shipment

Records 1.1Weight Bills and Delivery Tickets

2.1 GEncapsulants

1.9.1 GRespiratory Protection Program

3.8 GCleanup and Disposal

1.6.1 GQualifications

1.11Training Program 1.8.1Licenses, Permits and

Notifications

3.8.3.2 GAsbestos Management Plan

SD-06 Test Reports 3.6Exposure Assessment and Air

Monitoring 1.7.3Local Exhaust System

SD-07 Certificates 1.7.3Local Exhaust System

2.1 GEncapsulants

1.9Medical Surveillance

Requirements 02 82 13.00 30 SD-01 Preconstruction Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 25 PAGES

02 82 13.00 30 1.5.2.5 GMedical Examinations

3.3 GSampling Plan

3.3.2 GAsbestos Sampling Plan

SD-04 Samples

3.4.3 GAsbestos Sampling/Assessment

Record SD-06 Test Reports

3.4 GAsbestos Sampling And Analysis

Report

3.2.3 GLaboratory Analysis

3.2.1 GLaboratory Analysis Reports

SD-07 Certificates

1.5.2.11 GCertificate Of Workers

Acknowledgment

3.1 GAsbestos Hazard Abatement Plan

SD-11 Closeout Submittals

1.4.3 GHazardous Waste Manifest

1.5.2.12 GHazardous Waste Manifest

3.2.5 GHazardous Waste Manifest

02 83 13.00 20 SD-01 Preconstruction Submittals

1.5.2.3 GOccupational and Environmental

Assessment Data Report

1.5.2.2 GLead Work Plan

1.2.7 GIndustrial Hygienist/Private

Qualified Person

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 25 PAGES

02 83 13.00 20 1.5.1.1 GIndustrial Hygienist/Private Qualified Person

1.5.1.2 GTraining Certification

1.5.2.8 Glead waste management plan

1.5.2.4 GMedical Examinations

SD-06 Test Reports

1.5.2.3 Gsampling results

1.5.2.3 GOccupational and Environmental

Assessment Data Report SD-07 Certificates

1.5.1.3 GTesting laboratory

3.5.2.1Hazardous waste treatment, storage, or disposal facility (TSD) SD-11 Closeout Submittals

3.5.2.1 Gturn-in documents or weight

tickets

02 83 19.00 30 SD-01 Preconstruction Submittals

1.4.1.1 GLead Hazard Abatement Plan

SD-06 Test Reports

1.4.1.2.1 GLaboratory Results

1.4.1.2.1 GToxicity Analysis

SD-11 Closeout Submittals

1.4.1.3 GHazardous Waste Manifest

03 11 13.00 10 SD-02 Shop Drawings

2.2.1 GFormwork

3.1.1 GFormwork

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 25 PAGES

03 11 13.00 10 2.2.1 GForm Removal Schedule SD-03 Product Data

2.2Form Materials SD-04 Samples

1.3 GSample Panels

SD-05 Design Data

2.1Calculations SD-06 Test Reports

3.2Inspection 03 15 00.00 10 SD-03 Product Data

2.2Sealant SD-04 Samples

2.2.1Field-Molded Type SD-07 Certificates

2.2Sealant 03 20 00.00 10 SD-01 Preconstruction Submittals

3.1.3.2 GButt-Splices

SD-02 Shop Drawings

3.1 GReinforcement

SD-03 Product Data

2.3.1 GMechanical Butt-Splices

2.3 GReinforcing Steel

SD-06 Test Reports

2.6 GTests, Inspections, and

Verifications SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 25 PAGES

03 20 00.00 10 2.3Reinforcing Steel 1.4.1Qualified Welders 1.4.2Qualification of Steel Bar

Butt-Splicers 03 30 00.00 10 SD-01 Preconstruction Submittals

1.6.2 GQuality Control Plan

1.6.1Laboratory Accreditation

3.8.5.4 GSampling Plan

SD-03 Product Data Part 2Recycled Content Products 2.2Cementitious Materials 2.10Vapor Barrier 2.1.5Floor Finish 2.9Floor Hardener 2.4Chemical Admixtures

SD-04 Samples 2.4.5Surface Retarder

SD-05 Design Data

2.1.1 GMixture Proportions

SD-06 Test Reports

2.1.1 GMixture Proportions

3.8 GTesting and Inspection for CQC

2.2.3Fly Ash 2.3Aggregates 3.8.5.1Air Content 3.8.5.2Slump

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 25 PAGES

03 30 00.00 10 3.8.5.4Compressive Strength 2.5Water

SD-07 Certificates 1.6Contractor Quality Control personnel 3.2.1Ready-Mix Plant

03 35 00.00 10 SD-04 Samples 1.3.1.1Sample Wall Panels

SD-08 Manufacturer’s Instructions 3.3.5Dry Shake Finish

03 39 00.00 10 SD-03 Product Data 2.1Curing Materials

SD-06 Test Reports 3.2Testing and Inspection for CQC

SD-08 Manufacturer’s Instructions 2.1Curing Compound

03 45 33 SD-02 Shop Drawings

2.1.1.2 GDrawings of Precast Members

SD-03 Product Data 2.2.7.1Inserts 3.3Bearing Pads

SD-05 Design Data

1.4.3 GConcrete Mix Design

SD-06 Test Reports

1.4.3 GConcrete Mix Design

2.2.1.1Fly Ash

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 25 PAGES

03 45 33 2.2.3Aggregates 2.2.2Water

SD-07 Certificates 2.3Quality Control Procedures 1.4.1.3Erector's Post Audit Declaration

SD-11 Closeout Submittals 1.4.4Batch Ticket

07 14 00 SD-03 Product Data 2.3Membrane Primer 2.9Elastomeric Sheet 2.11Flexible Foam-Backed

Elastomeric Sheet 3.3Solvent 2.8Bond Breaker

SD-11 Closeout Submittals 1.6Warranty 3.6Information Card 3.5Instructions To Government

Personnel 07 60 00 SD-02 Shop Drawings

3.1.7 GDownspouts

3.1.10 GFlashing for roof drains

3.1.10 GFlashing at roof penetrations

SD-11 Closeout Submittals 3.5Quality Control Plan

07 92 00 SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 25 PAGES

07 92 00 2.1 GSealants

2.2 GPrimers

2.3 GBond Breakers

2.4 GBackstops

3.1 GField Adhesion

SD-07 Certificates

1.4.1 GIndoor Air Quality

08 39 53 SD-01 Preconstruction Submittals

1.4 GWelding Quality Assurance Plan

1.4 GWelding Procedure Qualifications

SD-02 Shop Drawings

1.2 GBlast Resistant Door

2.1 GBlast Resistant Door

2.1 GWelding Sequences

2.4.6 GAlternate Door Support System

SD-03 Product Data

2.1.4 GWelding Electrodes and Rods

2.4.1 GWelder Qualification

2.1.1 GSteel Mill Reports

2.3.1 GWeatherstripping

2.4.2 GPrimer

2.4.4 GIntermediate and Final Coat

SD-06 Test Reports GNondestructive Testing

3.2.2 GWeld Inspection Log

SD-07 Certificates

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08 39 53 3.2.1 GCertified Welding Inspector

3.2.1 GNondestructive Testing Personnel

SD-10 Operation and Maintenance Data

3.2.4 GBlast Door Operations Test

1.6 GBlast Door Maintenance Manual

26 05 19.10 10 SD-03 Product Data GWire and Cable

2.1.3.1 GConductors

3.1Cable Manufacturing Data

SD-06 Test Reports

3.2 GTest Report(s), Inspection

Report(s), and Verification Report(s)

26 05 48.00 10 SD-02 Shop Drawings 3.1Lighting Fixtures in Buildings 1.3Equipment Requirements

SD-03 Product Data

3.1 GLighting Fixtures in Buildings

1.3 GEquipment Requirements

1.2.4 GContractor Designed Bracing

26 20 00 SD-02 Shop Drawings

2.12 GPanelboards

3.1.8.1 GMarking strips

SD-03 Product Data

2.11 GReceptacles

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26 20 00 2.12.3 GCircuit breakers

2.9 GSwitches

2.16 GMotor controllers

2.17 GManual motor starters

2.21.3 GGrounding Busbar

2.27 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

2.29.1Transformer 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

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26 41 00 SD-07 Certificates

1.2.3 GLightning Protection System

Installers Documentation

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

SD-03 Product Data

2.2 GLuminaires

2.4Light Sources

2.3 GDrivers, Ballasts and Generators

1.6.1LED Luminaire Warranty 1.5.3Luminaire Design Data

SD-07 Certificates 1.6.1.1Luminaire Useful Life Certificate

26 56 00 SD-01 Preconstruction Submittals

1.7.1 GLED Luminaire Warranty

SD-02 Shop Drawings

1.5.1.1 GLuminaire drawings

SD-03 Product Data

2.2 GLED Luminaires

2.2.2Luminaire Light Sources 2.3.2Lighting contactor

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26 56 00 2.3.1 GPhotocell 1.5.3Brackets 3.1.1Brackets

SD-05 Design Data 1.5.3Design Data for luminaires

SD-06 Test Reports 3.2Operating test

SD-07 Certificates 1.7.1Luminaire Useful Life Certificate

SD-10 Operation and Maintenance Data

1.7.2Electronic Ballast Warranty 31 23 00.00 20 SD-01 Preconstruction Submittals

1.7.1Shoring and Sheeting Plan SD-06 Test Reports

1.6 GBorrow Site Testing

3.14.2.1Fill and backfill 3.14.2.2Select material 3.14.2.3Porous fill 3.14.2.4Density tests

31 32 11 SD-02 Shop Drawings 3.2.2Layout 3.2.4Obstructions Below Ground 2.5.12.1Seed Establishment Period 3.6Maintenance Record

SD-03 Product Data

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31 32 11 2.2.2Geosynthetic Binders 2.1Recycled Plastic 2.3.3Wood Cellulose Fiber 2.3.4Paper Fiber 2.3.9Mulch Control Netting and Filter

Fabric 2.3.10Hydraulic Mulch 2.5.11Erosion Control Blankets Type XI 2.4Geotextile Fabrics 2.6Aggregate 1.1Equipment 3.1.1Finished Grade 2.5Erosion Control Blankets

SD-04 Samples 2.2.2Geosynthetic Binders 2.3Mulch 2.3.10Hydraulic Mulch 2.4Geotextile Fabrics 2.5Erosion Control Blankets

SD-06 Test Reports 2.2.2Geosynthetic Binders 2.3.10Hydraulic Mulch 2.4Geotextile Fabrics 2.5Erosion Control Blankets 2.6Sand 2.6Gravel

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31 32 11 SD-07 Certificates 3.3.11.1Fill Material 2.3Mulch 2.3.10Hydraulic Mulch 2.4Geotextile Fabrics 2.2.2Geosynthetic Binders 2.2.1Synthetic Soil Binders 1.5.1Installer's Qualification 2.1Recycled Plastic 2.5.12Seed 2.3.8Asphalt Adhesive 2.3.11Tackifier 2.3.6Wood By-Products 2.3.3Wood Cellulose Fiber

SD-10 Operation and Maintenance Data

3.6.2 GMaintenance Instructions

SD-11 Closeout Submittals

1.5.3.1 SLocal/Regional Materials

2.1 SRecycled Plastic

2.3.3 SWood Cellulose Fiber

2.3.4 SPaper Fiber

2.3.9 SMulch Control Netting and Filter

Fabric

2.3.10 SHydraulic Mulch

2.5.11 SErosion Control Blankets Type XI

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31 32 11 2.4 SGeotextile Fabrics

2.6 SAggregate

32 01 19 SD-03 Product Data

3.1.2.3 GManufacturer's

Recommendations 3.1Equipment

SD-04 Samples

1.4.1 GMaterials

SD-06 Test Reports

1.4.1 GCertified Copies of the Test

Reports 32 11 20 SD-03 Product Data

1.4 GPlant, Equipment, and Tools

SD-06 Test Reports

2.2.1 GInitial Tests

3.13.1 GIn-Place Tests

32 12 13 SD-03 Product Data 1.1.3Waybills and Delivery Tickets

SD-06 Test Reports 3.7Sampling and Testing

32 12 16 SD-03 Product Data

2.4 GMix Design

3.10 GQuality Control

3.11 GMaterial Acceptance

1.1.3 GPercent Payment

SD-04 Samples

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32 12 16 2.3Asphalt Cement Binder 2.2Aggregates

SD-06 Test Reports

2.2 GAggregates

3.10.3.10QC Monitoring

SD-07 Certificates

2.3 GAsphalt Cement Binder

3.6Testing Laboratory

32 13 14.13 SD-03 Product Data

2.1.7 GDiamond Grinding Plan

2.9.1 GDowels

2.9.2 GDowel Bar Assemblies

2.11Equipment

3.1.2 GProposed Techniques

SD-05 Design Data

2.13.2 GPreliminary Proposed

Proportioning

2.13.2 GProportioning Studies

SD-06 Test Reports

1.4.1 GBatch Plant Manufacturer's

Inspection Report

1.4.1 GSlipform Paver Manufacturer's

Inspection Report

2.1.4.1 GSampling and Testing

2.1.7 GDiamond Grinding of PCC

Surfaces

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32 13 14.13 2.11.2.3 GMixer Performance (Uniformity) Testing

3.9.1 GRepair Recommendations Plan

SD-07 Certificates

1.4.1 GContractor Quality Control Staff

1.4.3Laboratory Accreditation and

Validation

1.4.3.3 GCommercial Laboratory

1.4.2NRMCA Certificate of

Conformance 32 92 19 SD-03 Product Data

2.4.3Wood Cellulose Fiber Mulch 2.1Seed Mat 2.3Fertilizer

SD-06 Test Reports 2.2.3Topsoil Composition Tests

SD-08 Manufacturer’s Instructions 2.6Erosion Control Materials

32 92 23 SD-03 Product Data 2.3Fertilizer

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33 05 16 SD-05 Design Data

1.2.3 Gmix design

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33 05 16 1.2.1 GConcrete Poles SD-07 Certificates

1.2.4Quality control procedures

1.2.1 GConcrete Poles

33 40 00 SD-04 Samples 2.1Pipe for Culverts and Storm

Drains SD-07 Certificates

2.1.3Resin Certification 2.1.4Resin Certification 2.4.8.1Oil Resistant Gasket 3.9.1.1Hydrostatic Test on Watertight

Joints 3.9.1.2Determination of Density 2.4.7Frame and Cover for Gratings 3.9.2.1.3Post-Installation Inspection

Report 33 71 01 SD-03 Product Data

2.6 GConductors

2.5 GInsulators

GConcrete poles

3.1.9 GPole top switch

2.13 GCutouts

2.15 GTransformer

2.12 GSurge arresters

2.8Guy strand

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33 71 01 2.10Anchors SD-06 Test Reports

1.4.4 GField Test Plan

3.6 GField Quality Control

1.4.3 GGround resistance test reports

SD-09 Manufacturer’s Field Reports

2.24.2 Groutine and other tests

SD-10 Operation and Maintenance Data

1.5.1 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

2.24.1 GTransformer test schedule

33 71 02 SD-02 Shop Drawings

1.4.1 GPrecast underground structures

SD-03 Product Data

2.9.2.1 GPrecast concrete structures

2.9.2.4Sealing Material 3.5.2Pulling-In Irons

SD-06 Test Reports

3.17.1 GField Acceptance Checks and

Tests 2.11.1Arc-proofing test

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1.4.2 GCable Installer Qualifications

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FY20 PAYZ16000B Munitions Storage Igloo 17AF0011B

SECTION 01 45 35

SPECIAL INSPECTIONS

02/15

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.

Where relevant, acceptable alternative Japanese Standards are listed following its comparable American counterpart. Contractor may substitute comparable JIS/JASS standards for non-Japanese standards, as approved by the Contracting Officer's Representative.

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

1.2 GENERAL REQUIREMENTS

Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections and Chapter 17 of ICC IBC .

The Statement of Special Inspections and Schedule of Special Inspections are included as an attachment to this specification. Special Inspections are to be performed by an independent third party and are intended to ensure that the work of the prime contractor is in accordance with the Contract Documents and applicable building codes. Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications.

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector. These inspections must be carried out continuously over the duration of the particular tasks.

1.3.2 Periodic Special Inspections

Periodic Special Inspections is Special Inspections by the special inspector who is intermittently present where the work to be inspected has been or is being performed.

1.3.3 Perform

Perform these Special Inspections tasks for each welded joint or member.

1.3.4 Observe

Observe these Special Inspections items on a random daily basis.

Operations need not be delayed pending these inspections.

W912HV-20-B-0005 SECTION 01 45 35 Page 1 (AM-0004)

1.3.5 Special Inspector (SI)

A qualified person retained by the contractor and approved by the Contracting Officer as having the competence necessary to inspect a particular type of construction requiring Special Inspections. The SI must be an independent third party hired directly by the Prime Contractor.

1.3.6 Associate Special Inspector (ASI)

A qualified person who assists the SI in performing Special Inspections but must perform inspection under the direct supervision of the SI and cannot perform inspections without the SI on site.

1.3.7 Third Party

A third party inspector must not be company employee of the Contractor or any Sub-Contractor performing the work to be inspected.

1.3.8 Special Inspector of Record (SIOR)

A licensed engineer in responsible charge of supervision all special inspectors for the project and approved by the Contracting officer. The SIOR must be an independent third party hired directly by the Prime Contractor.

1.3.9 Contracting Officer

The Government official having overall authority for administrative contracting actions. Certain contracting actions may be delegated to the Contracting Officer's Representative (COR).

1.3.10 Contractor's Quality Control (QC) Manager

An individual retained by the prime contractor and qualified in accordance with the Section 01 45 00 USACE QUALITY CONTROL having the overall responsibility for the contractor's QC organization.

1.3.11 Designer of Record (DOR)

A registered design professional contracted by the Contractor, prior to design start, responsible for the overall design and review of submittal documents prepared by others. The DOR is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in state in which the design professional works. The DOR is also referred to as the Engineer of Record (EOR) in design code documents.

1.3.12 Statement of Special Inspections (SSI)

A document developed by the DOR identifying the material, systems, components and work required to have Special Inspections.

1.3.13 Schedule of Special Inspections

A schedule which lists each of the required Special Inspections, the extent to which each Special Inspections is to be performed, and the required frequency for each in accordance with ICC IBC Chapter 17.

W912HV-20-B-0005 SECTION 01 45 35 Page 2 (AM-0004)

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. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SIOR Letter of Acceptance; G

SD-06 Test Reports

Special Inspections Daily Reports Special Inspections Biweekly Reports

SD-07 Certificates

Special Inspector Qualifications; G Qualification Records for NDT technicians

SD-11 Closeout Submittals

Interim Final Report of Special Inspections Comprehensive Final Report of Special Inspections; G

1.5 SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector.

Certifying Associations

ACI American Concrete Institute

ICC International Code Council

1.5.1 Steel Construction and High Strength Bolting

1.5.1.1 Special Inspector

a. ICC Structural Steel and Bolting Special Inspector certificate with one year of related experience, or

b. Registered Professional Engineer with related experience, or

c. Registered Japanese First Class Architectural Engineer, or

d. I kyu Kenchi ku Sekou Kanr i Gi shi ( Fi r st - Cl ass Ar chi t ect ur al Engi neer i ng Wor ks Management Engi neer ) , or

e. Tekkot su Koj i Kanr i Seki ni nsha ( St r uct ur al St eel Wor k Manager ) , or f . Ni hon Yoset su Kyokai Kens- i n ( Japan Wel di ng Soci et y Cer t i f i ed I nspect or ) , or

g. Hi hi kai Kensa Gi j ut susha ( Non- Dest r uct i ve Test Techni c i an) , or

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h. I kyu Doboku Sekou Kanr i Gi shi ( Fi r st - Cl ass Ci v i l Engi neer i ng Wor ks Management Engi neer ) .

1.5.2 Concrete Construction

1.5.2.1 Special Inspector

a. ICC Reinforced Concrete Special Inspector Certificate with one year of related experience, or

b. ACI Concrete Construction Special Inspector, or

c. NICET Concrete Technician Level III Certificate in Construction Materials Testing, or

d. Registered Professional Engineer with related experience, or

e. Registered Japanese First Class Architectural Engineer, or f . I kyu Kenchi ku Sekou Kanr i Gi shi ( Fi r st - Cl ass Ar chi t ect ur al Engi neer i ng Wor ks Management Engi neer ) , or

g. JCI Concr et e Gi shi ( Japan Concr et e I nst i t ut e Concr et e Engi neer ) .

1.5.2.2 Associate Special Inspector NOT USED

a. ACI Concrete Construction Special Inspector in Training, or

b. Engineer-In-Training with one year of related experience

1.5.3 Verification of Site Soil Condition, Fill Placement and Load-Bearing Requirements

1.5.3.1 Special Inspector

a. ICC Soils Special Inspector Certificate with one year of related experience, or

b. NICET Soils Technician Level II Certificate in Construction Material Testing, or

c. NICET Geotechnical Engineering Technician Level II Construction or Generalist Certificate, or

d. Geologist-In-Training with one year of related experience, or

e. Registered Professional Engineer with related experience, or

f. Registered Japanese First Class Architectural Engineer, or

g. I kyu Kenchi ku Sekou Kanr i Gi shi ( Fi r st - Cl ass Ar chi t ect ur al Engi neer i ng Wor ks Management Engi neer ) , or

h. I kyu Doboku Sekou Kanr i Gi shi ( Fi r st - Cl ass Ci v i l Engi neer i ng Wor ks Management Engi neer ) , or

h. Chi shi t su Chosa Gi shi ( Pr of essi onal Geot echni cal Engi neer ) .

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1.5.3.2 Associate Special Inspector NOT USED

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. NICET Geotechnical Engineering Technician Level I Construction or Generalist Certificate with one year of related experience, or

c. Engineer-In-Training with one year of related experience

1.5.4 Verification of Electrical Systems

1.5.4.1 Special Inspector

a. NICET Soils Technician Level II Certificate in Electrical Power Testing, OR

b. Registered Professional Engineer with related experience.

c. Denki Shuni n Gi j ut usha ( Chi ef El ect r i cal Engi neer ) , or

d. I kyu Denki Sekou Kanr i gi shi ( Fi r st Cl ass El ect r i cal Const r uct i on Management Engi neer ) .

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Special Inspector of Record

a. Supervise all Special Inspectors required by the contract documents and the IBC.

b. Submit a SIOR Letter of Acceptance to the Contracting Officer attesting to acceptance of the duties of SIOR, signed and sealed by the SIOR.

c. Verify the qualifications of all of the Special Inspectors.

d. Verify the qualifications of fabricators.

e. Submit Special Inspections agency's written practices for the monitoring and control of the agency's operations to include the following:

(1) The agency's procedures for the selection and administration of inspection personnel, describing the training, experience and examination requirements for qualifications and certification of inspection personnel.

(2) The agency's inspection procedures, including general inspection, material controls, and visual welding inspection.

f. Submit qualification records for nondestructive testing (NDT) technicians designated for the project.

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g. Submit NDT procedures and equipment calibration records for NDT to be performed and equipment to be used for the project.

h. Prepare a Special Inspections Project Manual, which will cover the following:

(1) Roles and responsibilities of the following individuals during Special Inspections: SIOR, SI, General Contractor, Subcontractors, QC Manager, and DOR.

(2) Organizational chart and/or communication plan, indicating lines of communication.

(3) Contractor's internal plan for scheduling inspections. Address items such as timeliness of inspection requests, who to contact for inspection requests, and availability of alternate inspectors.

(4) Indicate the government reporting procedures.

(5) Propose forms or templates to be used by SI and SIOR to document inspections.

(6) Indicate procedures for tracking nonconforming work and verification that corrective work is complete.

(7) Indicate how the SIOR and/or SI will participate in weekly QC meetings.

(8) Indicate how Special Inspections of shop fabricated items will be handled when the fabricator's shop is not certified per paragraph

FABRICATOR SPECIAL INSPECTIONS.

(9) Include a section in the manual that covers each specific item requiring Special Inspections that is indicated on the Schedule of Special Inspections. Provide names and qualifications of each special inspector who will be performing the Special Inspections for each specific item. Provide detail on how the Special Inspections are to be carried out for each item so that the expectations are clear for the General Contractor and the Subcontractor performing the work.

Make a copy of the Special Inspections Project Manual available on the job site during construction. Submit a copy of the Special Inspections Project Manual for approval.

i. Attend coordination and mutual understanding meeting where the information in the Special Inspections Project Manual will be reviewed to verify that all parties have a clear understanding of the Special Inspections provisions and the individual duties and responsibilities of each party.

j. Maintain a 3- ring binder for the Special Inspector's daily and biweekly reports and the Special Inspections Project Manual. This file must be located in a conspicuous place in the project trailer/office to allow review by the Contracting Officer and the DOR.

k. Submit a copy of the Special Inspector's daily reports to the QC Manager.

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l. Discrepancies that are observed during Special Inspections must be reported to the QC Manager for correction. If discrepancies are not corrected before the special inspector leaves the site the observed discrepancies must be documented in the daily report.

m. Submit a biweekly Special Inspections report until all work requiring Special Inspections is complete. A report is required for each biweekly period in which Special Inspections activity occurs, and must include the following:

(1) A brief summary of the work performed during the reporting time frame.

(2) Changes and/or discrepancies with the drawings, specifications that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

(5) All applicable test results including nondestructive testing reports.

n. At the completion of each Definable Feature of Work (DFOW) requiring Special Inspections, submit an interim final report of Special Inspections that documents the Special Inspections completed for that DFOW and corrections of all discrepancies noted in the daily reports.

The interim final report of Special Inspections must be signed, dated and bear the seal of the SIOR.

o. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project and corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and bear the seal of the SIOR.

3.1.2 Quality Control Manager

a. Supervise all Special Inspectors required by the contract documents and the IBC.

b. Verify the qualifications of all of the Special Inspectors.

c. Verify the qualifications of fabricators.

d. Maintain a 3- ring binder for the Special Inspector's daily and biweekly reports. This file must be located in a conspicuous place in the project trailer/office to allow review by the Contracting Officer and the DOR.

e. Maintain a rework items list that includes discrepancies noted on the Special Inspectors daily report.

3.1.3 Special Inspectors

a. Inspect all elements of the project for which the special inspector is qualified to inspect and are identified in the Schedule of Special Inspections.

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b. Attend preparatory phase meetings related to the Definable Feature of Work (DFOW) for which the special inspector is qualified to inspect.

c. Submit Special Inspections agency's written practices for the monitoring and control of the agency's operations to include the following:

(1) The agency's procedures for the selection and administration of inspection personnel, describing the training, experience and examination requirements for qualifications and certification of inspection personnel.

(2) The agency's inspection procedures, including general inspection, material controls, and visual welding inspection.

d. Submit qualification records for nondestructive testing (NDT) technicians designated for the project.

e. Submit NDT procedures and equipment calibration records for NDT to be performed and equipment to be used for the project.

f. Submit a copy of the daily reports to the QC Manager.

g. Discrepancies that are observed during Special Inspections must be reported to the QC Manager for correction. If discrepancies are not corrected before the special inspector leaves the site the observed discrepancies must be documented in the daily report.

h. Submit a biweekly Special Inspection Report until all inspections are complete. A report is required for each biweekly period in which Special Inspections activity occurs, and must include the following:

(1) A brief summary of the work performed during the reporting time frame.

(2) Changes and/or discrepancies with the drawings, specifications that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

5) All applicable test result including nondestructive testing reports.

i. At the completion of each DFOW requiring Special Inspections, submit an interim final report of Special Inspections that documents the Special Inspections completed for that DFOW. Identify the inspector responsible for each item inspected and corrections of all discrepancies noted in the daily reports. The interim final report of Special Inspections must be signed, dated and indicate the certification of the special inspector qualifying them to conduct the inspection.

j. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project and corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and indicate the certification of the special inspector

W912HV-20-B-0005 SECTION 01 45 35 Page 8 (AM-0004) qualifying them to conduct the inspection.

k. Submit daily reports to the COR.

3.2 DEFECTIVE WORK

Check work as it progresses, but failure to detect any defective work or materials must in no way prevent later rejection if defective work or materials are discovered, nor obligate the Contracting Officer to accept such work.

-- End of Section --

W912HV-20-B-0005 SECTION 01 45 35 Page 9 (AM-0004)

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

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.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2007) Standard for Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

FCCCHR Manual (10th Edition) Manual of Cross-Connection Control

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2007; Rev K) Obstruction Marking and Lighting

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan; G Traffic Control Plan; G Temporary Utility Connections Plan; G

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and

W912HV-20-B-0005 SECTION 01 50 00 Page 1 (AM-0004) dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 BACKFLOW PREVENTERS CERTIFICATE

Certificate of Full Approval from FCCCHR List , attesting that the design, size and make of each…