W9123822R0008011 Spec 2419 2022-APR-14.pdf

SOLICITATION NUMBER:

AMENDMENT #0011

WEST 388TH-419TH APRON REPAIR, FY21

HILL AIR FORCE BASE, UT

AMENDMENT #0011 - SUMMARY:

A) SPECIFICATION 2419:

1) Modified language and requirements in Section 01 10 10.06

2) Modified language and requirements in Section 01 35 26

***Bold & Italicized text indicates new/updated language, ignore strike-through duplicates.***

Repair West 388th Apron (Hill AFB) 2419

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 10 10.01 SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - GENERAL

01 10 10.03 SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - CIVIL

DESIGN

01 10 10.06 SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA -

STRUCTURAL DESIGN

01 10 10.10 SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA -

ELECTRICAL DESIGN

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00.36 60 PERCENT DESIGN REQUIREMENTS

01 33 00.38 100 PERCENT DESIGN REQUIREMENTS

01 33 16 DESIGN DATA (DESIGN AFTER AWARD)

01 35 13 SPECIAL PROJECT PROCEDURES AIRFIELD SAFETY

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 34 AIRPORT SECURITY, SAFETY, AND OPERATING REGULATIONS (HILL

AFB)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24 FACILITY DATA REQUIREMENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 20 SUBBASE COURSE

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 13 73.19 COMPRESSION CONCRETE PAVING JOINT SEALANT

32 17 23 PAVEMENT MARKINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.06

SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - STRUCTURAL DESIGN

07/19

PART 1 GENERAL

1.1 REFERENCES

1.2 STRUCTURAL DESIGN

1.2.1 General

1.2.2 Engineer of Record (EoR)

1.2.3 General Design Criteria

1.2.4 Design Criteria

1.2.4.1 Geometric Criteria

1.2.4.2 Serviceability

1.2.4.3 Construction Tolerances

1.2.4.4 Durability - Time Reliability

1.2.5 Design Loads

1.2.5.1 General

1.2.5.2 Dead Loads

1.2.5.3 Live Loads

1.2.5.4 Snow loads

1.2.5.5 Wind Loads

1.2.5.6 Seismic Loads

1.2.5.7 AT/FP Loads

1.2.6 Concrete Design

1.2.6.1 General

1.2.6.2 Testing

1.2.6.3 Forms

1.2.6.4 Reinforcing Materials

1.2.6.5 Concrete Mixing Operation

1.2.7 Foundation Design

1.2.7.1 General

1.2.7.2 Minimum Footing Depth

1.2.7.3 Type of Foundation

1.2.7.4 Design Loads

1.2.8 Steel

1.2.8.1 Steel Material

1.2.8.2 Steel Deck

1.2.9 List of Codes and Standards

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 10 10.06 Page 1

SECTION 01 10 10.06

SPECIFIC TECHNICAL ENGINEERING & DESIGN CRITERIA - STRUCTURAL DESIGN

07/19

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 INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 341 (2016) Seismic Provisions for Structural Steel Buildings

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI D100 (2008) Cold-Formed Steel Design Manual

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 318 (2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14)

ACI 530/530.1 (2013) Building Code Requirements and Specification for Masonry Structures and Related Commentaries

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A53/A53M (2020) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A615/A615M (2020) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by

SECTION 01 10 10.06 Page 2 the Hot-Dip Process

ASTM A706/A706M (2016) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A992/A992M (2020) Standard Specification for Structural Steel Shapes

ASTM C94/C94M (2020) Standard Specification for Ready-Mixed Concrete

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code(2018) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2019) Structural Engineering

UFC 3-310-04 (2013; with Change 1, 2016) Seismic Design of Buildings

UFC 4-010-01 (2018;with Change 1, 2020) DoD Minimum Antiterrorism Standards for Buildings

1.2 STRUCTURAL DESIGN

1.2.1 General

This project concerns constructing new aircraft canopy shade structures.

Hire a licensed structural and/or civil engineer registered in the State of Utah to prepare the necessary contract documents for this project. This structure is designated as Occupancy Category III per Table 1-1 of ASCE 7-16. The structural work consists of design and construction of, but not necessarily limited to, the following items:

a. Determine the type of foundation system to be used for the new structure based on the geotechnical data and the Contractor's approved Final Geotechnical Report.

c. Structural System.

d. Framing System, including roof diaphragms.

e. Connection details of structural members.

f. Special Conditions, such as expansion and contraction joints.

g. Attachment provisions for electrical elements.

h. Interior and exterior equipment pads.

SECTION 01 10 10.06 Page 3

1.2.2 Engineer of Record (EoR)

All structural calculations are to be checked, reviewed, and initialed by a registered structural and/or civil engineer other than the original EoR.

The EoR shall stamp final structural calculations and final structural drawings. The EoR shall be responsible for integrating calculations from a metal building manufacturer, if used, into a complete package which ensures structures are adequately supported by foundations and adequately anchored to them

1.2.3 General Design Criteria

(1) The design drawings must contain structural notes which contain loading criteria, a list of the strengths of the engineering materials used, the design soil values, and any other data that would be pertinent to this building.

(2) Diaphragms to have continuous chord members on all edges and positive connection for transferring load to all members of the main lateral load system.

1.2.4 Design Criteria

1.2.4.1 Geometric Criteria

New canopy shade structures shall provide for a 35-foot aircraft wingspan centered on the angled parking centerline. Clear zones on either side of the aircraft shall provide 10 feet clear on eacheach side of each aircraft parking location. Provide for a minimum of 1 foot space between clear zones for structural components, even if structural columns smaller than 1 foot are used. For every other column line provide 2 feet space between clear zones for ancillary structures. The sunshade structures shall provide cover for a minimum of 55'8" measured along the centerline. No part of the structure will intrude below 22' above the top of the ramp surface within the clear zone.

1.2.4.2 Serviceability

Follow the provisions of ICC IBC, UFC 3-301-01, and UFC 3-310-04.

1.2.4.3 Construction Tolerances

Allowable variations from level, or specific slopes, must be as follows:

a. For overall length, or surface of 10 feet or less: plus or minus 1/8-inch.

b. Up to 20 feet: plus or minus 1/4-inch.

c. Up to 40 feet: plus or minus 3/8-inch.

1.2.4.4 Durability - Time Reliability

(1) Structural components must be protected from condensed moisture that could impair their structural adequacy through deterioration.

(2) Special attention to be given to protection for corrosion or oxidation of metals, spalling of concrete, leaching of mortar, and deterioration

SECTION 01 10 10.06 Page 4 of adhesives. Prevention of these hazards is especially important.

(3) The materials used in structural elements, components, and assemblies must be resistant to or protected from damage by exposure to normal climatic conditions.

1.2.5 Design Loads

1.2.5.1 General

Include design loads in the structural notes on the contract drawings. See UFC 3-301-01 for minimum floor live loads, wind speed and seismic data.

For Important Factors for snow, wind and seismic refer to UFC 3-301-01 Table 2-2.

1.2.5.2 Dead Loads

Design the structural system to safely support all dead loads, permanent or temporary.

1.2.5.3 Live Loads

a. Minimum Roof Live Load = 20 pounds per square foot (reducible).

b. Minimum Floor Live Load = See UFC 3-301-01.

c. Fall protection anchor live load = 5,000 pounds (static).

Provide one fall protection anchor under the canopy at each aircraft parking location. Position the fall protection anchor above the marked centerline of each parking centerline. The anchor will be within 3' fore or aft of the wing root location of the parked aircraft. Coordinate the location of the fall protection anchor with the 388th FW safety office.

Reference ICC IBC 1604.11 and 1607.10.4 as modified by UFC 3-301-01.c. Fall protection anchor live load = 5,000 pounds (static).

Provide one fall protection anchor under the canopy at each aircraft parking location. Position the fall protection anchor above the marked centerline of each parking centerline. The anchor will be within 3' fore or aft of the wing root location of the parked aircraft. Coordinate the location of the fall protection anchor with the 388th FW safety office.

Reference ICC IBC 1604.11 and 1607.10.4 as modified by UFC 3-301-01.

1.2.5.4 Snow loads

The minimum ground snow load to be 47 pounds per square foot. Minimum ground frost penetration 73 inches per UFC 3-301-01 Structural Load Data Tool available at www.wbdg.org. The EoR shall disregard an entry of 0 pounds per square foot snow load at Hill Air Force Base in the Structural Load Data Tool as this is a known erroneous entry.

1.2.5.5 Wind Loads

The minimum wind speed is 110 miles per hour, Exposure C, per UFC 3-301-01. Structural Load Data Tool available at www.wbdg.org.

1.2.5.6 Seismic Loads

Use the Structural Load Data Tool available at www.wbdg.org to determine

SECTION 01 10 10.06 Page 5 the seismic data.

1.2.5.7 AT/FP Loads

See UFC 4-010-01. The facilities are below 10 persons.

1.2.6 Concrete Design

1.2.6.1 General

Construct all foundation (walls and footings) of reinforced cast in place concrete. All project concrete must have a minimum compressive strength of 5,000 pounds per square inch at 28 days and a maximum water/cement ratio of

0.40. Concrete mixtures to be stronger/richer as determined necessary by the Structural Engineer and/or specialty material supplier as applicable.

1.2.6.2 Testing

Testing of concrete work to be done at the contractor's expense by an approved independent testing laboratory.

1.2.6.3 Forms

Materials for forms to be plywood, metal, metal framed, reinforced fiberglass, or plywood faced, to provide continuous, straight, smooth, exposed surfaces.

1.2.6.4 Reinforcing Materials

Reinforcing bars are to meet the minimum requirements of ASTM A615/A615M and/or ASTM A706/A706M, minimum Grade 60, deformed.

1.2.6.5 Concrete Mixing Operation

ASTM C94/C94M.

1.2.7 Foundation Design

Design the foundation in accordance with the provisions set forth in the Final Geotechnical Report.

1.2.7.1 General

Include foundation notes in the structural drawings. Refer to the general notes provided for the minimum required standards.

1.2.7.2 Minimum Footing Depth

Top of footing shall be below the bottom of airfield pavement slab. Bottom of footing shall be at a depth to ensure frost effects do not shift the foundation.

1.2.7.3 Type of Foundation

The foundation system must be designed by the contractor's EoR.

1.2.7.4 Design Loads

The allowable soil bearing pressure and pertinent soil properties will be

SECTION 01 10 10.06 Page 6 per the Final Geotechnical Report.

1.2.8 Steel

(1) After erection, the field bolt heads and nuts, field welds, and any abrasions in the shop coat shall be cleaned and primed with paint of the same quality as that used for the shop coat.

(2) Connection for structural steel will be welded, or bolted with high strength bolts. All connections shall be detailed on the final plans.

1.2.8.1 Steel Material

a. Deformed Reinforcement (ASTM A615) shall have a minimum yield strength, Fy = 60,000 psi.

b. Deformed Reinforcement (ASTM A706) shall have a minimum yield strength, Fy = 60,000 psi.

c. Wide Flange Shapes shall have a minimum yield strength (ASTM A572 Gr. 50 or ASTM A992/A992M), Fy = 50,000 psi.

d. Hollow Structural Section (HSS) shall have minimum yield strength (ASTM A500 Gr. B), Fy = 46,000 psi.

e. Round Pipe (PS) shall have a minimum yield strength (ASTM A53/A53M, Type E or S), Fy = 35,000 psi.

f. Angles and Channels shall have a minimum yield strength ( ASTM A36/A36M), Fy = 36,000 psi.

g. Plates and Construction Material shall have minimum yield strength, Fy = 36,000 psi.

h. Anchor Rods shall be determined by the EoR.

i. Roof Deck shall be galvanized, conform to ASTM A653/A653M, have a minimum thickness of 0.0359 inches and have a minimum depth of 1.5 inches.

1.2.8.2 Steel Deck

Where steel deck is used show required section modulus and moment of inertia on drawings. Steel decks shall be minimum 20 gage with galvanized G60 coating. Button-punching of metal deck panels shall not be authorized. Mechanical fasteners, either powder actuated, pneumatically driven, or self drilling screws may be used in lieu of welding, provided product data has been submitted and approved.

1.2.9 List of Codes and Standards

Base Facility Design Standard - Hill Air Force Base

TI-800-01, Design Criteria

ACI 318, Building Code Requirements for Structural Concrete

ACI 530/530.1, Building Code Requirements and Specification for Masonry

SECTION 01 10 10.06 Page 7

Structures and Related Commentaries

AISI D100 Cold Formed Steel Design Manual

ASCE 7, Minimum Design Loads for Buildings and Other Structures

AISC 341, Seismic Provisions for Structural Steel Buildings

AISC 360, Specifications for Structural Steel Buildings

ASTM A572, High-Strength Low-Alloy Columbium-Vanadium Structural Steel

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

NOT USED.

-- End of Section --

SECTION 01 10 10.06 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/2011/20

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Action Level (AL)

1.2.2 Competent Person (CP)

1.2.3 Competent Person, Confined Space

1.2.4 Competent Person, Cranes and Rigging

1.2.5 Competent Person, Excavation/Trenching

1.2.6 Competent Person, Fall Protection

1.2.7 Competent Person, Scaffolding

1.2.8 Competent Person (CP) Trainer

1.2.9 High Risk Activities

1.2.10 High Visibility Accident

1.2.11 Load Handling Equipment (LHE)

1.2.12 Medical Treatment

1.2.13 Near Miss

1.2.14 Operating Envelope

1.2.15 Qualified Person (QP)

1.2.16 Qualified Person, Fall Protection (QP for FP)

1.2.17 Recordable Injuries or Illnesses

1.2.18 Government Property and Equipment

1.2.19 Load Handling Equipment (LHE) Accident or Load Handling

Equipment Mishap

1.3 SUBMITTALS

1.4 MONTHLY EXPOSURE REPORTS

1.5 REGULATORY REQUIREMENTS

1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

1.6.1.2 Competent Person Qualifications

1.6.1.2.1 Competent Person for Confined Space Entry

1.6.1.2.2 Competent Person for Scaffolding

1.6.1.2.3 Competent Person for Fall Protection

1.6.1.3 Qualified Trainer Requirements

1.6.1.4 Crane Operators/Riggers

1.6.2 Personnel Duties

1.6.2.1 Duties of the Site Safety and Health Officer (SSHO)

1.6.3 Meetings

1.6.3.1 Preconstruction Conference

1.6.3.2 Safety Meetings

1.6.3.3 Training

1.7 ACCIDENT PREVENTION PLAN (APP)

1.7.1 Names and Qualifications

1.7.2 Plans

1.7.2.1 Confined Space Entry Plan

SECTION 01 35 26 Page 1

1.7.2.2 Standard Lift Plan (SLP)

1.7.2.3 Critical Lift Plan - Crane or Load Handling Equipment

1.7.2.3.1 Critical Lift Plan Planning and Schedule

1.7.2.3.2 Lifts of Personnel

1.7.2.4 Multi-Purpose Machines, Material Handling Equipment, and

Construction Equipment Lift Plan

1.7.2.5 Fall Protection and Prevention (FP&P) Plan

1.7.2.6 Rescue and Evacuation Plan

1.7.2.7 Hazardous Energy Control Program (HECP)

1.7.2.8 Excavation Plan

1.7.2.9 Site Demolition Plan

1.7.2.10 Drug Prevention Program

1.7.2.11 Training Records and Requirements

1.7.2.12 Hazard Communication Program

1.7.2.13 Health Hazard Control Plan

1.7.2.14 Emergency Action Plan

1.8 ACTIVITY HAZARD ANALYSIS (AHA)

1.8.1 AHA Management

1.8.2 AHA Signature Log

1.9 DISPLAY OF SAFETY INFORMATION

1.9.1 Safety Bulletin Board

1.9.2 Safety and Occupational Health (SOH) Deficiency Tracking System

1.10 SITE SAFETY REFERENCE MATERIALS

1.11 EMERGENCY MEDICAL TREATMENT

1.12 NOTIFICATIONS and REPORTS

1.12.1 Mishap Notification

1.12.2 Accident Reports

1.12.3 LHE Inspection Reports

1.12.4 Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging

1.12.5 Regulatory Citations and Violations

1.12.6 Contamination Control

1.13 HOT WORK

1.13.1 Permit and Personnel Requirements

1.13.2 Work Around Flammable Materials

1.14 PERSONAL PROTECTIVE EQUIPMENT (PPE)

1.14.1 Site Specific PPE Program

1.14.2 Levels of Protection

1.14.3 Respiratory Protection Program

1.15 EXPOSURE MONITORING/AIR SAMPLING PROGRAM

1.16 SAFETY DATA SHEETS

1.17 PROTECTION OF EXISTING AREAS

1.18 COORDINATION WITH OTHER WORK

1.19 CONFINED SPACE ENTRY REQUIREMENTS

1.19.1 Entry Procedures

1.19.2 Forced Air Ventilation

1.19.3 Sewer Wet Wells

1.19.4 Rescue Procedures and Coordination with Local Emergency

Responders

1.20 FACILITY OCCUPANCY CLOSURE

1.21 SEVERE STORM PLAN

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Worksite Communication

SECTION 01 35 26 Page 2

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 UTILITY OUTAGE REQUIREMENTS

3.3 OUTAGE COORDINATION MEETING

3.4 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.4.1 Safety Preparatory Inspection Coordination Meeting with the

Government or Utility

3.4.2 Lockout/Tagout Isolation

3.4.3 Lockout/Tagout Removal

3.5 FALL PROTECTION PROGRAM

3.5.1 Training

3.5.2 Fall Protection Equipment and Systems

3.5.2.1 Additional Personal Fall Protection Measures

3.5.2.2 Personal Fall Protection Equipment

3.5.3 Horizontal Lifelines (HLL)

3.5.4 Guardrails and Safety Nets

3.5.5 Rescue and Evacuation Plan and Procedures

3.6 WORK PLATFORMS

3.6.1 Scaffolding

3.7 EQUIPMENT

3.7.1 Material Handling Equipment (MHE)

3.7.2 Load Handling Equipment (LHE)

3.7.3 Machinery and Mechanized Equipment

3.7.4 Base Mounted Drum Hoists

3.7.5 Use of Explosives

3.8 EXCAVATIONS

3.8.1 Utility Locations

3.8.2 Utility Location Verification

3.8.3 Trenching/Shoring Systems

3.8.4 Utilities Within and Under Concrete, Bituminous Asphalt, and

Other Impervious Surfaces

3.9 ELECTRICAL

3.9.1 Conduct of Electrical Work

3.9.2 Qualifications

3.9.3 Arc Flash

3.9.4 Grounding

3.9.5 Testing

3.9.6 WORK IN EXPLOSIVE CLEAR ZONES

3.10 CRYSTALLINE SILICA

3.11 HOUSEKEEPING

3.12 BIOLOGICAL HAZARDS

-- End of Section Table of Contents --

SECTION 01 35 26 Page 3

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/2011/20

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 CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH)

ACGIH 0118 (2018) TLVs and BEIs

AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

AIHA Z88.6 (2006) Respiratory Protection - Respirator Use-Physical Qualifications for Personnel

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.3 (2020) Tower Cranes

ASME B30.5 (2018) Mobile and Locomotive Cranes

ASME B30.7 (2016) Winches

ASME B30.8 (2015) Floating Cranes and Floating Derricks

ASME B30.9 (2018) Slings

ASME B30.20 (2018) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.23 (2016) Personnel Lifting Systems Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and Slings

ASME B30.26 (2015; R 2020) Rigging Hardware

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.3 (2020) Tower Cranes

ASME B30.5 (2018) Mobile and Locomotive Cranes

ASME B30.7 (2016) Winches

ASME B30.8 (2015) Floating Cranes and Floating Derricks

SECTION 01 35 26 Page 4

ASME B30.9 (2018) Slings

ASME B30.20 (2018) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.23 (2016) Personnel Lifting Systems Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and Slings

ASME B30.26 (2015; R 2020) Rigging Hardware

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.22 (2007; R 2017) Safety Requirements for Rope-Guided and Non-Guided Workers’ Hoists

ASSP A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASSP A10.44 (20202020) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASSP Z244.1 (2016) The Control of Hazardous Energy Lockout, Tagout and Alternative Methods

ASSP Z359.0 (20182018) Definitions and Nomenclature Used for Fall Protection and Fall Arrest

ASSP Z359.1 (20202020) The Fall Protection Code

ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSP Z359.3 (20192019) Safety Requirements for Lanyards and Positioning Lanyards

ASSP Z359.4 (2013) Safety Requirements for Assisted-Rescue and Self-Rescue Systems, Subsystems and Components

ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

ASSP Z359.7 (20192019) Qualification and Verification Testing of Fall Protection Products

ASSP Z359.11 (2014) Safety Requirements for Full Body Harnesses

ASSP Z359.12 (20192019) Connecting Components for Personal Fall Arrest Systems

ASSP Z359.13 (2013) Personal Energy Absorbers and Energy Absorbing Lanyards

SECTION 01 35 26 Page 5

ASSP Z359.14 (2014) Safety Requirements for Self-Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSP Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASSP Z359.16 (2016) Safety Requirements for Climbing Ladder Fall Arrest Systems

ASSP Z359.18 (2017) Safety Requirements for Anchorage Connectors for Active Fall Protection Systems

ASSP Z359.16 (2016) Safety Requirements for Climbing Ladder Fall Arrest Systems

ASSP Z359.18 (2017) Safety Requirements for Anchorage Connectors for Active Fall Protection Systems

ASSP Z490.1 (2016) Criteria for Accepted Practices in Safety, Health, and Environmental Training

ASTM INTERNATIONAL (ASTM)

ASTM F855 (20192019) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2016) Guide for Protective Grounding of Power Lines

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; ERTA 1-2 2018) Standard for Portable Fire Extinguishers

NFPA 51B (2019; TIA 20-1) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 10 (2018; ERTA 1-2 2018) Standard for Portable Fire Extinguishers

NFPA 51B (2019; TIA 20-1) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

SECTION 01 35 26 Page 6

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

NFPA 70E (2021) Standard for Electrical Safety in the Workplace

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-222 (2018H; Add 1 2019) Structural Standard for Antenna Supporting Structures and Antennas and Small Wind Turbine Support Structures

TIA-1019 (2012; R 2016) Standard for Installation, Alteration and Maintenance of Antenna Supporting Structures and Antennas

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 306 (2019) Standard for the Control of Gas Hazards on Vessels

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-222 (2018H; Add 1 2019) Structural Standard for Antenna Supporting Structures and Antennas and Small Wind Turbine Support Structures

TIA-1019 (2012; R 2016) Standard for Installation, Alteration and Maintenance of Antenna Supporting Structures and Antennas

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 1910.38 Emergency Action Plans

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 The Control of Hazardous Energy (Lock Out/Tag Out)

SECTION 01 35 26 Page 7

29 CFR 1910.333 Selection and Use of Work Practices

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.59 Hazard Communication

29 CFR 1926.450 Scaffolds

29 CFR 1926.500 Fall Protection

29 CFR 1926.552 Material Hoists, Personal Hoists, and Elevators

29 CFR 1926.553 Base-Mounted Drum Hoists

29 CFR 1926.552 Material Hoists, Personal Hoists, and Elevators

29 CFR 1926.553 Base-Mounted Drum Hoists

29 CFR 1926.652 Safety and Health Regulations for Construction; Subpart P, Excavations;

Requirements for Protective Systems

29 CFR 1926.1400 Cranes and Derricks in Construction

CPL 02-01-056 (2014) Inspection Procedures for Accessing Communication Towers by Hoist

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

29 CFR 1926.1400 Cranes and Derricks in Construction

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

CPL 02-01-056 (2014) Inspection Procedures for Accessing Communication Towers by Hoist

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

SECTION 01 35 26 Page 8

1.2 DEFINITIONS

1.2.1 Action Level (AL)

A concentration designated in 29 CFR 1910 for a specific substance, calculated as an eight (8)-hour time-weighted average, which initiates certain required activities such as exposure monitoring and medical surveillance.

1.2.2 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

1.2.3 Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910.146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.4 Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person requirements, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.5 Competent Person, Excavation/Trenching

A CP, Excavation/Trenching, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and 29 CFR 1926, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.6 Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with ASSP Z359.0, who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards

SECTION 01 35 26 Page 9 and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.7 Competent Person, Scaffolding

The CP, Scaffolding is a person meeting the competent person requirements in EM 385-1-1 Appendix Q, and designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the scaffolding program. The CP for Scaffolding has enough training, knowledge and experience in scaffolding to correctly identify, evaluate and address existing and potential hazards and also has the authority to take prompt corrective measures with regard to these hazards. CP qualifications must be documented includingincluding experience on the specific scaffolding systems/types being used, assessment of the base material that the scaffold will be erected upon, load calculations for materials and personnel, and erection and dismantling. The CP for scaffolding must have a documented documented minimum of 8-hours of scaffold training to include training on the specific type of scaffold being used (such assuch as mast-climbing, adjustable, tubular frame), in accordance with EM 385-1-1 Section 22.B.02.

1.2.8 Competent Person (CP) Trainer

A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the training material presented, and who possesses a working knowledge of applicable technical regulations, standards, equipment and systems related to the subject matter on which they are training Competent Persons. A competent person trainer must be familiar with the typical hazards and the equipment used in the industry they are instructing. The training provided by the competent person trainer must be appropriate to that specific industry. The competent person trainer must evaluate the knowledge and skills of the competent persons as part of the training process.

1.2.9 High Risk Activities

High Risk Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, and confined space entry.

1.2.10 High Visibility Accident

A High Visibility Accident is any mishap which may generate publicity or high visibility.

1.2.11 Load Handling Equipment (LHE)

LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or horizontally move a load).

1.2.12 Medical Treatment

Medical Treatment is treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even whenwhen provided by a physician or registered personnel.

SECTION 01 35 26 Page 10

1.2.13 Near Miss

A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (such assuch as a worker falls off a scaffold and is not injured;

a crane swings around to move the load and narrowly misses a parked vehicle).

1.2.14 Operating Envelope

The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load, the crane's supporting structure (for example for example ground or rail), the load's rigging path, the lift and rigging procedure.

1.2.15 Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

1.2.16 Qualified Person, Fall Protection (QP for FP)

A QP for FP is a person meeting the definition requirements of EM 385-1-1 Appendix Q, and ASSP Z359.2 ASSP Z359.2 standard, having a recognized degree or professional certificate and with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, evaluating and specifying fall protection and rescue systems.

1.2.17 Recordable Injuries or Illnesses

Recordable Injuries or Illnesses are any work-related injury or illness that results in:

a. Death, regardless of the time between the injury and death, or the length of the illness;

b. Days away from work (any time lost after day of injury/illness onset);

c. Restricted work;

d. Transfer to another job;

e. Medical treatment beyond first aid;

f. Loss of consciousness; or

g. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (a) through (f) above

1.2.18 GovernmentGovernment Property and Equipment

Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as

SECTION 01 35 26 Page 11

Government property and equipment.

1.2.19 Load Handling Equipment (LHE) Accident or Load Handling Equipment Mishap

A LHE accident occurs when any one or more of the eight elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment;

two-blocking; overload; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents, even though no material damage or injury occurs. A component failure (such assuch as motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (such assuch as dropped boom, dropped load, or roll over). Document an LHEan LHE mishap using the Crane High Hazard working group mishap reporting form.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G, DO

SD-06 Test Reports

Monthly Exposure Reports

Notifications and Reports

Accident Reports; G, DO

LHE Inspection Reports

SD-07 Certificates

Crane Operators/Riggers

Standard Lift Plan; G, DO

Critical Lift Plan; G, DO

Activity Hazard Analysis (AHA)Standard Lift Plan; G, DO

Critical Lift Plan; G, DO

SECTION 01 35 26 Page 12

Activity Hazard Analysis (AHA)

Confined Space Entry Permit

Hot Work Permit

Certificate of Compliance

1.4 MONTHLY EXPOSURE REPORTS

Provide a Monthly Exposure Report and attach to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both Prime and subcontractor. Failure to submit the report may result in retention of up to 10 percent of the voucher.

1.5 REGULATORY REQUIREMENTS

Abide by all local, state and federal environmental, occupational health and safety standards (i.e. physical, chemical, noise, dust, etc). Also the contractor will be required to procure, maintain, calibrate and provide personnel properly trained to use contaminant specific industry recognized monitoring devices/instruments to validate to the GDA that they are within said standards (federal standards are typically found in 29 CFR and 40 CFR;

Air and Noise standards vary by state and municipality). In addition to the detailed requirements included in the provisions of this Contract, comply with the most recent edition of USACE EM 385-1-1, and the following federal, state, Air Force, and local laws, ordinances, criteria, rules and regulations including the following: 29 CFR 1910, 29 CFR 1926. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

The Contractor shall employ a minimum of one Competent Person at each project site to function as the SSHO (primary), depending on job complexity, size and any other pertinent factors. The SSHO shall:

(1) Be a full-time responsibility and shall have no other duties other than safety. The SSHO shall be present at the project site, located so they have full mobility and reasonable access to all major work operations during the shift.

(2) Be an employee other than the supervisor, unless specified differently in the contract and coordinated with the local SOH Office, and

(3) Report to a senior corporate official.

(4) Administer the Contractor's safety program and government-accepted Accident Prevention Plan.

(5) The SSHO's training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17, entitled Contractor Site

SECTION 01 35 26 Page 13

Safety and Health Officer (SSHO) and all associated sub-paragraphs.

If the SSHO is off-site for a period longer than 24 hoursfor a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO.

1.6.1.2 Competent Person Qualifications

Provide Competent Persons in accordance with EM 385-1-1, Appendix Q and herein. Competent Persons for high risk activities include confined space, cranes and rigging, excavation/trenching, fall protection, and electrical work. The CP for these activities must be designated in writing, and meet the requirements for the specific activity (such assuch as competent person, fall protection).

The Competent Person identified in the Contractor's Safety and Health Program and accepted Accident Prevention Plan, must be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. Provide the credentials of the Competent Persons(s) to the Contracting Officer for information in consultation with the Safety Office.

1.6.1.2.1 Competent Person for Confined Space Entry

Provide a Confined Space (CP) Competent Person who meets the requirements of EM 385-1-1, Appendix Q, and herein. The CP for Confined Space Entry must supervise the entry into each confined space in accordance with EM 385-1-1, Section 34.space in accordance with EM 385-1-1, Section 34.

1.6.1.2.2 Competent Person for Scaffolding

Provide a Competent Person for Scaffolding who meets the requirements of EM 385-1-1, Section 22.B.02 Section 22.B.02 and herein.

1.6.1.2.3 Competent Person for Fall Protection

Provide a Competent Person for Fall Protection who meets the requirements of EM 385-1-1, Section 21.C.04, 21.B.03, and herein.

1.6.1.3 Qualified Trainer Requirements

Individuals qualified to instruct must meet the definition of a Competent Person Trainer, and, at a minimum, possess a working knowledge of the following subject areas: EM 385-1-1, Electrical Standards, Lockout/Tagout, Fall Protection, Confined Space Entry for Construction; Excavation, Trenching and Soil Mechanics, and Scaffolds in accordance with 29 CFR 1926.450, Subpart L.

Instructors are required to:

a. Prepare class presentations that cover construction-related safety requirements.

b. Ensure that all attendees attend all sessions by using a class roster signed daily by each attendee. Maintain copies of the roster for at least five years. This is a certification class and must be attended 100 percent. In cases of emergency where an attendee cannot make it to a session, the attendee can make it up in another class session for the same subject.

SECTION 01 35 26 Page 14

c. Update training course materials whenever an update of the EM 385-1-1 becomes available.

d. Provide a written exam of at least 50 questions. Students are required to answer 80 percent correctly to pass.

e. Request, review and incorporate student feedback into a continuous course improvement program.

1.6.1.4 Crane Operators/Riggers

Provide Operators, Signal Persons, and Riggers meeting the requirements in EM 385-1-1, Section 15.B for Riggers and Section 16.B for Crane Operators and Signal Persons. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacities of 50,000 pounds or greater, designate crane operators qualified by a source that qualifies crane operators (such as a union, a Government agency, or an organization that tests and qualifies crane operators). Provide proof of current qualification.Provide Operators, Signal Persons, and Riggers meeting the requirements in EM 385-1-1, Section 15.B for Riggers and Section 16.B for Crane Operators and Signal Persons. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacities of 50,000 pounds or greater, designate crane operators qualified by a source that qualifies crane operators (such as a union, a Government agency, or an organization that tests and qualifies crane operators). Provide proof of current qualification.

1.6.2 Personnel Duties

1.6.2.1 Duties of the Site Safety and Health Officer (SSHO)

The SSHO must:

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily production report.

b. Conduct mishap investigations and complete required accident reports.

Report mishaps and near misses.

c. Use and maintain OSHA's Form 300 to log work-related injuries and illnesses occurring on the project site for Prime Contractors and subcontractors, and make available to the Contracting Officer upon requestsubcontractors, and make available to the Contracting Officer upon request. Post and maintain the Form 300A on the site Safety Bulletin Board. Use OSHA Form 301 to report injuries.

d. Maintain applicable safety reference material on the job site.

e. Attend the pre-construction conference, pre-work meetings including preparatory meetings, and periodic in-progress meetings.

f. Review the APP and AHAs for compliance with EM 385-1-1, and approve, sign, implement and enforce them. Ensure they are reflective of the work being done.

g. Establish a Safety and Occupational Health (SOH) Deficiency Tracking

SECTION 01 35 26 Page 15

System that lists and monitors outstanding deficiencies until resolution.

h. Be empowered to stop work when necessary and to ensure subcontractor compliance with safety and health requirements.

i. Maintain a list of hazardous chemicals on site and their material Safety Data Sheets (SDS).

j. Maintain a weekly list of high hazard activities involving energy, equipment, excavation, entry into confined space, and elevation, and be prepared to discuss details during QC Meetings.

k. Provide and keep a record of site safety orientation and indoctrination for Contractor employees, subcontractor employees, and site visitors.

Superintendent, QC Manager, and SSHO are subject to dismissal if the above or any other required duties are not being effectively carried out. If either the Superintendent, QC Manager, or SSHO are dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.Superintendent, QC Manager, and SSHO are subject to dismissal if the above or any other required duties are not being effectively carried out. If either the Superintendent, QC Manager, or SSHO are dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.

1.6.3 Meetings

1.6.3.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction conference. This includes the project superintendent, Site Safety and Occupational Health Officer, alternate SSHO, quality control manager, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the Contract. This list of proposed AHAs will be reviewed and an agreement will be reached between the Contractor and the Contracting Officer as to which phases will require an analysis. In addition, establish a schedule for the preparation, submittal, and Government review of AHAs to preclude project delays.

c. Deficiencies in the submitted APP, identified during the Contracting Officer's review, must be corrected, and the APP re-submitted for review prior to the start of construction. Work is not permitted to begin until an APP is established that is acceptable to the Contracting Officer.

1.6.3.2 Safety Meetings

Conduct safety meetings to review past activities, plan for new or changed

SECTION 01 35 26 Page 16 operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation.

Conduct meetings at least once a month for all supervisors at the project location. The SSHO, supervisors, foremen, or CDSOs must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings 7 calendar days in advance.

1.6.3.3 Training

a. New employee trainingtraining. New employees (prime and sub-contractor) must be informed of specific site hazards before they begin work. Documentation of this orientation must be kept on file at the project site.

b. Periodic training. Provide Safety and Health Training in accordance with USACE EM 385-1-1 and the accepted APP. Ensure all required training has been accomplished for all onsite employees.

c. Activity Hazard Analysis (AHA). Prior to beginning a new Definable Features of Work (DFOW), training must be provided to all affected employees to include a review of the AHA to be implemented.

1.7 ACCIDENT PREVENTION PLAN (APP)

A qualified person must prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of EM 385-1-1, Appendix A, and as supplemented herein. Cover all paragraph and subparagraph elements in EM 385-1-1, Appendix A. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and health program referenced in the APP in the applicable APP element, and made site-specific. Describe the methods to evaluate past safety performance of potential subcontractors in the selection process. Also, describe innovative methods used to ensure and monitor safe work practices of subcontractors. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the Contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP must be signed IAW EM 385-1-1 Appendix A. The SSHO must provide and maintain the APP and a log of signatures by each subcontractor foreman, attesting that they have read and understand the APP, and make the APP and log available on-site to the Contracting Officer.