Specs-11R0018.pdf

FY11 Maintenance Dredging MATOC MATOC11

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 10 REAL ESTATE

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 13.10 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 57 20.00 20 ENVIRONMENTAL PROTECTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM Scow - Tracking Profile

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

35 20 23 DREDGING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10

REAL ESTATE

PART 1 GENERAL

1.1 SUBMITTALS

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

1.2.2 Additional Real Estate Rights

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

1.3.2 Survey Markers

1.3.2.1 Semipermanent Markers

1.3.2.2 Temporary Markers

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 10 10 Page 1

SECTION 01 10 10

REAL ESTATE

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Additional Property Agreements; G-REO.

Copies of any agreements for Contractor-acquired real estate rights for this project shall be furnished before entering thereon.

Certified Survey Results

Furnish a copy of certified results of surveys which verify areas and limits of Contractor-acquired real estate rights.

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

Rights for the use of the placement areas have been obtained and the general limits of the areas are shown on the Request For Proposal drawings. All real estate lakeward of the Ordinary High Water Mark is under Federal jurisdiction and no permit or agreements are necessary for work therein except as specified in SECTION 01 35 13 10, "SPECIAL PROJECT PROCEDURES", Paragraph, "Additional Work Proposed and Not Authorized". No other real estate rights have been obtained by the Government for this project.

1.2.2 Additional Real Estate Rights

Any additional property agreements and/or real estate rights desired by the Contractor shall be obtained by the Contractor at its own expense. Such agreements shall clearly relieve the Government of any responsibility for damages or liability resulting from the Contractor's use of such grounds.

SECTION 01 10 10 Page 2

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract. The corner and angle points of each area for which rights have been obtained shall be marked with semipermanent markers except where there is an approved existing property marker. Temporary markers shall be placed at points on alignment. The points on alignment shall be marked at stations so that intervals between points do not exceed 200 feet.

1.3.2 Survey Markers

All markers shall be installed in an area prior to its use and they shall be available for reference during and upon completion of use of the area.

Where approved existing property markers are found, a witness stake, as specified in Subparagraph, "Semipermanent Markers" below, shall be provided. If the types of markers specified hereinafter cannot be used, other types, as approved by the Contracting Officer, shall be provided.

1.3.2.1 Semipermanent Markers

The markers shall be a steel rod one-half inch in diameter and four (4) feet long. The steel rod shall be driven vertically into the ground so that the top is flush with the finished ground surface. Each marker shall be witnessed by a 2" x 2" yellow stake extending two (2) feet above the ground surface and driven into the ground until stable, with not less than one (1) foot penetration.

1.3.2.2 Temporary Markers

Markers shall be 2" x 2", red-colored, wood hub stakes driven into the ground until stable (not less than one (1) foot penetration) with two (2) feet projecting above the ground surface. If the period in which temporary markers are to be in place exceeds one (1) construction season, a more permanent type of marker, as approved, shall be provided.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 10 10 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.2 UNIT PRICE PAYMENT ITEMS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

a. "Mobilization and Demobilization"

(1) Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

(2) Unit of measure: lump sum.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items. When an option has been exercised for increased depth at a specific area, all overdepth to 1' below the required dredging areas and sideslope quantities associated with the Base Bid dredging areas shall be paid for at the applicable unit costs for the Base Bid AA and AB items. All other quantities dredged will be paid for at the unit costs associated with the option dredge areas.

a. "Dredging" [Item No. as stated in the Task Order].

(1) This item shall include all work as specified in SECTION 35 20 23 DREDGING and the specific Task Order. The Contract unit price per cubic yard of dredging shall include the cost of removal, conveyance and disposal of all materials as shown on the drawings and as specified herein, except original materials, ledge rock, boulders, cobbles, rock fragments, wrecks, scrap materials, snags, stumps, piles, debris or other material which cannot be

SECTION 01 22 00.00 10 Page 2 removed or buried below the required depth by the plant specified in the accepted bid, or the equivalent of such plant, without blasting or special apparatus. The unit price shall also include the cost of all work required to be performed for the use of the disposal area. Nothing in this paragraph shall be construed as prohibiting the removal of excepted material by special means at the prices agreed and approved in accordance with applicable provisions of the contract. Costs may also include those associated with use of an upland placement site as specified in

SECTION 35 20 23 DREDGING.

(2) This item shall also include all work as specified in SECTION 35 20 23 13 "SCOW SILENT INSPECTOR" and SECTION 35 20 23.23 "HOPPER DREDGE SILENT INSPECTOR". The contract unit price per cubic yard for "Dredging," shall constitute full compensation for all labor, equipment, tools, and incidentials necessary to operate and maintain the system as specified herein for the duration of the dredging operations.

(3) Unit of measure: Payment for all acceptably completed work required under SECTION 35 20 23 of the specifications will be made at the applicable Task Order unit price per cubic yard.

b. "Option Dredging" [Item No.as stated in the Task Order].

(1) This item shall include all work as specified in SECTION 35 20 23 DREDGING and the specific Task Order. The Contract unit price per cubic yard of dredging shall include the cost of removal, conveyance and disposal of all materials as shown on the drawings and as specified herein, except original materials, ledge rock, boulders, cobbles, rock fragments, wrecks, scrap materials, snags, stumps, piles, debris or other material which cannot be removed or buried below the required depth by the plant specified in the accepted bid, or the equivalent of such plant, without blasting or special apparatus. The unit price shall also include the cost of all work required to be performed for the use of the disposal area. Nothing in this paragraph shall be construed as prohibiting the removal of excepted material by special means at the prices agreed and approved in accordance with applicable provisions of the contract. Costs may also include those associated with use of an upland placement site as specified in

SECTION 35 20 23 DREDGING.

(2) This item shall also include all work as specified in SECTION 35 20 23 13 "SCOW SILENT INSPECTOR" and SECTION 35 20 23.23 "HOPPER DREDGE SILENT INSPECTOR". The contract unit price per cubic yard for "Dredging," shall constitute full compensation for all labor, equipment, tools, and incidentials necessary to operate and maintain the system as specified herein for the duration of the dredging operations.

(3) Unit of measure: Payment for all acceptably completed work required under SECTION 35 20 23 of the specifications will be made at the applicable Task Order unit price per cubic yard.

SECTION 01 22 00.00 10 Page 3

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.4 SUBMITTAL REGISTER

1.5 SCHEDULING

1.6 TRANSMITTAL FORM (ENG FORM 4025)

1.7 SUBMITTAL PROCEDURES

1.7.1 Procedures

1.7.2 Deviations

1.8 CONTROL OF SUBMITTALS

1.9 GOVERNMENT APPROVED SUBMITTALS

1.10 INFORMATION ONLY SUBMITTALS

1.11 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Certificates of insurance.

Surety bonds.

List of proposed subcontractors.

List of proposed products.

Construction Progress Schedule.

Submittal register.

Schedule of prices.

Health and safety plan.

Work plan.

Quality control plan.

Environmental protection plan.

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

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

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

SD-06 Test Reports

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

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

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

Investigation reports.

SECTION 01 33 00 Page 2

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

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

1.1.2 Approving Authority

Office authorized to approve submittal; such as

Area Office Field (AOF) Real Estate Office (REO) Engineering, Design and Construction Office (EDC) Mobil District (TSD)

1.1.3 Work

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal register; G-AOF

SECTION 01 33 00 Page 3

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4 SUBMITTAL REGISTER

At the end of this section is a submittal register showing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The Contractor shall maintain a submittal register for the project in accordance with Section 01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns.

Dates on which submittals are received and returned by the Government will be included in its export file to the Contractor. The Contractor shall track all submittals.

1.5 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 10 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

1.6 TRANSMITTAL FORM (ENG FORM 4025)

The sample transmittal form (ENG Form 4025) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

1.7 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

1.7.1 Procedures

1.7.2 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.8 CONTROL OF SUBMITTALS

The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

SECTION 01 33 00 Page 4

1.9 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. The distribution of approved copies will be as specified in CLAUSE titled "SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION".

1.10 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.11 STAMPS

Stamps, approximately 2 inches high by 3 inches wide, used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

SECTION 01 33 00 Page 5

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s). |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 6

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

FY11 Maintenance Dredging MATOC

01 10 10 SD-01 Preconstruction Submittals

1.2.2 G REOAdditional Property Agreements

Certified Survey Results 01 33 00 SD-01 Preconstruction Submittals

1.1.1 G AOFSubmittal register

01 35 13.10 SD-01 Preconstruction Submittals

1.7.2Payrolls and Basic Records G AOFActivity Hazard Analysis (AHA)

1.7.1 G AOFAccident Prevention Plan

G AOFEnvironmental Protection Plan G AOFContractor Quality Control Plan

1.7.3 G AOFProgress Chart

SD-07 Certificates Survey Technician's Qualifications

01 35 26 SD-01 Preconstruction Submittals

1.6 G AOFAccident Prevention Plan (APP)

1.7 G AOFActivity Hazard Analysis (AHA)

1.6.1 G AOFCrane Critical Lift Plan

1.5.1.3 G AOFCrane Operators

SD-06 Test Reports 1.11Reports 1.11.1Accident Reports 1.11.3Crane Reports

Gas Protection SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

01 35 26 1.8Confined Space Entry Permit 1.8Hot work permit

License Certificates G AOFContractor Safety Self-Evaluation

Checklist Third Party Certification of Barge-Mounted Mobile Cranes

1.11.4Certificate of Compliance Machinery & Mechanized Equipment Certification Form

01 57 20.00 20 SD-01 Preconstruction Submittals Environmental Protection Plan

35 20 23.13 SD-01 Preconstruction Submittals Dredge Plant Instrumentation Plan Revisions or Addendum

G, SAM-OP-J

G AOFContract Quality Control Plan, section 3.5 SD-06 Test Reports

G AOFData Appropriately Archived e-mail, section 3.2.6

SD-07 Certificates G AOFLetter of National Dredging

Quality Management Program Certification

35 20 23.23 SD-01 Preconstruction Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

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

35 20 23.23 Dredge Plant Instrumentation Plan Revisions or Addendum

G, SAM-OP-J

G AOFContract Quality Control Plan, section 3.2.5 SD-06 Test Reports

G AOFData Appropriately Archived e-mail, section 3.2.11

SD-07 Certificates G AOFLetter of National Dredging

Quality Management Program Certification;

35 20 23 SD-01 Preconstruction Submittals Sounding Equipment Description and Calibration Data

1.7.1 G AOFDredging, Conveyance and

Placement Plan

G AOFDredging Placement Safety Plan;

3.1Notice of Start of Dredging;

G AOFContractor-Furnished Disposal Area

SD-02 Shop Drawings 3.3.6.10Submerged Pipeline

Soundings SD-06 Test Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 3 PAGES

35 20 23 G AOFDaily Report of Dredging Operations;

SD-11 Closeout Submittals 3.3.8Material Disposal Records

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 13.10

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 REGULATORY REQUIREMENTS

1.3.1 Additional Work Proposed and Not Authorized

1.3.1.1 Work Subject to 33 CFR 320-330

1.3.1.2 Work Subject to 40 CFR 233

1.4 PROJECT/SITE CONDITIONS

1.4.1 Condition and Use of Project Site

1.4.1.1 Physical Conditions

1.4.2 Waterways Navigation and Traffic

1.4.2.1 Navigation

1.4.2.2 Traffic

1.4.3 Existing Vegetation, Structures, Equipment, Utilities &

Improvements

1.4.4 Identification of Employees

1.4.5 Contract Supervision and Representation

1.4.6 Coordination with Others

1.4.7 Traffic Control Plan

1.4.8 Temporary Lights, Signals and Buoys Required by Coast Guard

1.4.9 Navigation Buoys

1.4.9.1 Relocation of Existing Buoys

1.4.9.2 Temporary Dredging and Construction Buoys

1.4.9.3 Buoy Markings

1.4.10 Layout of Work and Surveys

1.4.10.1 Layout of Work

1.4.10.2 Surveyor Requirements

1.4.10.3 Suspension

1.4.10.4 Verification

1.5 SEQUENCING AND SCHEDULING

1.5.1 Exclusion of Period in Computing Completion Schedules

1.5.2 Dredging Period Restriction

1.5.3 Sunday, Holiday And Night Operations

1.5.4 Start Work

1.6 ON-BOARD ACCOMMODATIONS FOR INSPECTORS

1.7 REPORT REQUIREMENTS

1.7.1 Accident Prevention Plan

1.7.2 Payrolls and Basic Records

1.7.3 Progress Chart

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 35 13.10 Page 1

SECTION 01 35 13.10

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

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

U.S. GOVERNMENT CODE OF FEDERAL REGULATIONS (CFR)

33 CFR 320-330 General Regulatory Policies, Permits, Enforcement and Definitions

40 CFR 233 State Program Regulations

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Payrolls and Basic Records

Contractor shall submit payrolls and basic records in accordance with the CLAUSE entitled "PAYROLLS AND BASIC RECORDS (FEB 1988)".

Activity Hazard Analysis (AHA); G-AOF

Submit in writing a Corporate Activity Hazard Analysis (AHA) for the contract within ten (10) calendar days after contract award. Task Order specific Activity Hazard Analysis (AHA) shall be submitted within five (5) calendar days after award of a Task Order. See Article titled ACTIVITY HAZARD ANALYSIS (AHA) in Section 01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS for details.

Accident Prevention Plan; G-AOF

Submit in writing a Corporate Accident Prevention Plan for the contract within ten (10) calendar days after contract award. Task Order specific Accident Prevention Plan shall be submitted within five (5) calendar days after award of a Task Order. See Article titled ACCIDENT PREVENTION PLAN in Section 01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS for details.

SECTION 01 35 13.10 Page 2

Environmental Protection Plan; G-AOF

Submit in writing a Corporate Environmental Protection Plan for the contract within ten (10) calendar days after contract award. Task Order specific Environmental Protection Plan shall be submitted within five (5) calendar days after award of a Task Order. See Article titled ENVIRONMENTAL PROTECTION PLAN in Section 01 57 20.00 20 ENVIRONMENTAL PROTECTION for details.

Contractor Quality Control Plan; G-AOF

Submit in writing the Contractor's Corporate Quality Control (CQC) Plan for the contract within ten (10) calendar days after contract award. Task Order specific Contractor Quality Control (CQC) Plan shall be submitted within five (5) calendar days after award of a Task Order. See Article titled CONTRACTOR QUALITY CONTROL (CQC) PLAN in Section 01 45 04.00 10 CONTRACTOR QUALITY CONTROL for details. Also see Article titled QUALITY CONTROL (QC) PLAN in Section 01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS).

Progress Chart; G-AOF

Contractor shall submit progress chart in accordance with the Contract clause entitled "SCHEDULE FOR CONSTRUCTION CONTRACTS (APR 1984)".

SD-07 Certificates

Survey Technician's Qualifications

Submit the identity and qualifications of the persons assigned to conduct surveys at least ten (10) calendar days in advance of conducting any surveys.

1.3 REGULATORY REQUIREMENTS

1.3.1 Additional Work Proposed and Not Authorized

1.3.1.1 Work Subject to 33 CFR 320-330

Any additional work (not specifically shown on the plans or delineated in the specifications) proposed by the Contractor in or affecting navigable waters, including wetlands (as defined in 33 CFR 320-330, published in the Federal Register Vol.51, No. 219, Thursday, November 13, 1986) shall not be performed without a Department of the Army Permit. This requirement shall be applicable to all work, permanent or temporary, and/or fill(s).

The Department of the Army Permit shall be approved by the District Engineer or Deputy District Engineer in accordance with the laws of the United States and the regulations promulgated thereunder, including, but not limited to, the Rivers and Harbors Act of 1899, the Clean Water Act and the National Environmental Policy Act of 1969, as amended. Corps employees (Contracting Officer's Representatives (COR) or inspectors) are not delegated authority to authorize such work. Information on making application for such permit(s) may be obtained by contacting one of the offices as listed hereinafter. When applying for information or a permit, a copy of any correspondence should be directed to the Contracting Officer of this contract. If a permit is not obtained, the additional work cannot be accomplished. Any delay in processing the permit will not constitute the basis of a claim under this contract. The fact that the Contractor is

SECTION 01 35 13.10 Page 3 performing work under a Department of the Army Contract will give the Contractor no greater rights than any other applicant for a Department of the Army Permit.

ILLINOIS

Regulatory Branch U.S. Army Engineer District, Chicago 111 North Central Street, 6th Floor Chicago, IL 60606 Telephone: 312-846-5530

MICHIGAN-INDIANA

Regulatory Branch Engineering and Technical Services Division U.S. Army Engineer District, Detroit P. O. Box 1027 Detroit, MI 48231 Telephone: 313-226-6813

OHIO - PENNSYLVANIA - NEW YORK

Regulatory Branch Technical Services Division, Buffalo 1776 Niagara Street Buffalo, NY 14207-4357 Telephone: 716-879-4329

WISCONSIN-MINNESOTA

Regulatory Functions Branch Construction-Operations Division U.S. Army Engineer District, St. Paul

190 Fifth Street East St. Paul, MN 55101 Telephone: 651-290-5376

1.3.1.2 Work Subject to 40 CFR 233

Any additional work (not specifically shown on the plans or included in the specifications), proposed by the Contractor, in or affecting waters of the United States, including wetlands, in the States of Michigan, Illinois, Indiana, Ohio, Pennsylvania, New York, Wisconsin or Minnesota (as defined in 40 CFR 233, published in the Federal Register, Vol. 49 No. 192, Tuesday October 2, 1984) shall not be performed without a proper regulatory permit. Information on making an application for such permit may be obtained by contacting one of the offices listed hereinafter. When applying for a permit or for information, a copy of any correspondence shall be furnished to the Contracting Officer. If a permit is not obtained, the additional work shall not be performed. Any delay in obtaining or processing the permit will not constitute a basis for a claim under this contract.

SECTION 01 35 13.10 Page 4

STATE OF ILLINOIS

Illinois Environmental Protection Agency Division of Water Pollution Control 1021 North Grand Avenue East P.O. Box 19276 Springfield, IL 62794-9276 Telephone: 217-782-0610

STATE OF INDIANA

Department of Environmental Management 100 N. Senate Ave.

Mail Code 65-42 Indianpolis, IN 46204-2251 Telephone: 317-232-8603

STATE OF OHIO

Environmental Protection Agency 50 West Town Street, Suit 700 P.O. Box 1049 Columbus, OH 43216-1049 Telephone: 614-644-2001

STATE OF MICHIGAN

Department of Environmental Quality Land & Water Management Division P.O. Box 30458 Constitution Hall Lansing, MI 48909 Telephone: 517-373-1170

STATE OF MINNESOTA

Minnesota Pollution Control Agency 520 Lafayette Road St. Paul, MN 55155-4194 Telephone: 651-296-6300

STATE OF NEW YORK

New York Department of Environmental Conservation Division of Water 625 Broadway Albany, NY 12233-3508 Telephone: 518-402-8233

STATE OF PENNSYLVANIA

Department of Environmental Protection Rachel Carson State Office Building 400 Market Street Harrisburg, PA 17101 Telephone: 717-783-2300

STATE OF WISCONSIN

SECTION 01 35 13.10 Page 5

Department of Natural Resources 101 S. Webster St.

P.O. Box 7921 Madison, WI 53707-7921 Telephone: 608-266-2621

1.4 PROJECT/SITE CONDITIONS

1.4.1 Condition and Use of Project Site

The task order drawings will indicate soundings and elevations at the dredging and placement site as found in condition surveys made as stated on the contract drawings. A notification of at least five (5) calendar days shall be given to the Contracting Officer prior to bringing any construction equipment or material upon the work site. The Contractor shall be responsible for damages that may be suffered due to its operations. The Contractor shall note CLAUSE titled "PROTECTION OF

EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS."

1.4.1.1 Physical Conditions

The physical conditions shown on the task order drawings are indicative of those that prevailed at the time of the site investigations and may be different than those at the time of construction. Significant variations that would require changes to the plans or specification shall be reported to the Contracting Officer immediately.

1.4.2 Waterways Navigation and Traffic

The Contractor shall acquaint itself with all information and regulations pertaining to navigation and vessel traffic within the waterways at the project site. The Contractor shall coordinate with the U.S. Coast Guard to assure that a "NOTICE TO MARINERS" is issued prior to its work activity at the project site. The completed form shall be sent to the address stated in the Subparagraph entitled "Temporary Lights, Signals and Buoys Required by U.S. Coast Guard". The Government will not undertake to keep the waterways free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the Rivers and Harbors Act approved 8 August 1917 (see Title 33, U.S.C.A. Sec. 1). The Contractor is required to conduct its work in such manner as to obstruct navigation as little as possible and, in case the Contractor's plant so obstructs a channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage.

Upon completion of the work, the Contractor shall promptly remove its plant, including ranges, buoys, piles, and other marks placed by it under the contract in navigable waters or on shore.

1.4.2.1 Navigation

Information and regulations pertaining to navigation may be obtained from the current issue of the "UNITED STATES COAST PILOT 6," issued annually by the Department of Commerce, National Oceanic and Atmospheric Administration

SECTION 01 35 13.10 Page 6

(NOAA). The "UNITED STATES COAST PILOT" may be obtained from National Ocean Survey, NOAA, Distribution Division-C44, Riverdale, Maryland 20840.

1.4.2.2 Traffic

Vessels that may use the waterways at the project site consist of recreational craft and commercial vessels. This traffic may interfere with contract operations and the Contractor shall conduct its work with due regard to and in coordination with the requirements of all navigation.

Information regarding the types and amount of passages made by commercial vessels that may use the waterways at the project site may be obtained from the current issue of the "Waterborne Commerce of the United States, Part 3, Waterways and Harbors, Great Lakes," published by the Department of Army, Corps of Engineers. The Department of the Army publication may be obtained at no charge from the following:

District Engineer, U.S. Army Engineer District, New Orleans, Waterborne Commerce Section, P.O. Box 60267, New Orleans, Louisiana 70160. Phone

504-862-1425, FAX 504-862-1091.

1.4.3 Existing Vegetation, Structures, Equipment, Utilities & Improvements

General locations of applicable existing utilities, vegetation, structures, equipment and improvements, based upon latest information available to the Government will be shown on the task order drawings. However, it is the Contractor's obligation to establish the exact horizontal and vertical location and size of all existing utility lines which are located within the required work area. The Contractor shall submit a utility locating plan for locating existing utilities and a copy of its utility location findings prior to commencing work on the site. Any utility lines which are not found by the Contractor, but which are known to exist at the project site, shall be reported to the Contracting Officer immediately. The Contracting Officer will have the option of directing commencement of work at the site or requiring the Contractor to submit further plans for locating the utility lines. Once the utilities have been located and marked, the Contractor shall be deemed to have the location made known to it pursuant to CLAUSE titled "PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS." If the Contractor damages any existing utility line, vegetation, structure, equipment or improvement, a report thereof shall be made immediately to the Contracting Officer. In any event, existing utility lines, vegetation, structures, equipment or improvements shall be protected from damage, and if damaged, shall be repaired by the Contractor at its own expense.

1.4.4 Identification of Employees

The Contractor shall be responsible for requiring each employee engaged on the work to wear a hardhat with labeling as required to identify that the person is an employee of the Contractor or to display other identification as may be approved.

1.4.5 Contract Supervision and Representation

The Contractor's local representative shall be available to Government representatives during duty hours, 8 a.m. to 4:30 p.m., on normal working

SECTION 01 35 13.10 Page 7 days and shall be available by telephone at other times. The name of the Contractor's representative and the contact telephone number shall be furnished to the Government.

1.4.6 Coordination with Others

Reference is made to CLAUSE titled, "OTHER CONTRACTS". The Contractor is informed that the Government may have other Contractors engaged in placing dredged material into approximately the same Government-furnished disposal area provided for use under this contract. Sharing use of the Government's mooring facilities with others may also be necessary. The Contractor shall coordinate its operations with the work of others and share use of the facilities at no additional cost to the Government. The coordination shall be such that the required work under each affected contract is not prevented from being completed within its allowed completion time as a result of failure to cooperate and coordinate operations. Coordination with others shall be through the Contracting Officer's Representative at the site.

1.4.7 Traffic Control Plan

For each Task Order, the Contractor shall control traffic in accordance with its approved plan. The traffic control plan shall be in detail and size specific for the control of traffic on the public roadways adjacent to the work area. Coordination of construction traffic with public use of the roadways shall be fully described, including all safety related characteristics.

1.4.8 Temporary Lights, Signals and Buoys Required by Coast Guard

All temporary lights, signals and buoys required by the U.S. Coast Guard must be displayed during the required work. Information regarding required signals, lights, buoys and other requirements may be obtained from the Commander (oan), Ninth Coast Guard District, 1240 East Ninth Street, Cleveland, Ohio 44199-2060, Telephone (216) 522-3990.

1.4.9 Navigation Buoys

1.4.9.1 Relocation of Existing Buoys

If the relocation of existing navigation buoys is required to perform the contract work, the Contractor shall request permission for their relocation from the U.S. Coast Guard through the Contracting Officer. Once relocated, a record shall be maintained of the buoy relocation position(s). The request shall be provided to the Contracting Officer not less than three

(3) weeks prior to need of the buoy relocation. The Contractor shall be responsible for performing the relocation work, which shall be in accordance with U.S. Coast Guard requirements.

1.4.9.2 Temporary Dredging and Construction Buoys

In order to distinguish temporary buoys placed and maintained by the Contractor for dredging or construction purposes from aids to navigation

SECTION 01 35 13.10 Page 8 placed by the U.S. Coast Guard, the Contractor's buoys shall be white and the top two (2) feet shall be light green in color. The Contractor shall remove its temporary buoys at the completion of the work.

1.4.9.3 Buoy Markings

If buoys with special markings are needed to indicate the different sides of the navigable channel, prior arrangements shall be made with the U.S.

Coast Guard, through the Contracting Officer.

1.4.10 Layout of Work and Surveys

1.4.10.1 Layout of Work

The following requirements are in addition to the requirements of CLAUSE titled "LAYOUT OF WORK, (APR 1984)." The Government has established bench marks and horizontal control points at the site of the work. Horizontal control points and descriptions of bench marks shall be provided with the Task Order. The elevations of bench marks are referred to mean water levels indicated on the Task Order drawings.

1.4.10.2 Surveyor Requirements

From these control points and bench marks, the Contractor shall lay out the work by establishing all lines, grades, range markers and gauges at the site as necessary to control the work. All survey information shall be recorded in accordance with standard and approved methods and in the survey note format approved by the Contracting Officer. All field notes, sketches, recordings and computations made by the Contractor in performing the layout work shall be available at all times during the progress of the work for ready examination by the Contracting Officer or his or her duly authorized representative and upon completion of the contract work the originals shall be turned over to the Contracting Officer in ring binders.

1.4.10.3 Suspension

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking the work. Such suspension will be withdrawn upon satisfactory replacement of location and limit marks. Such suspension shall be at no additional cost to the Government and shall not entitle the Contractor to an extension of time for completing the work.

1.4.10.4 Verification

The Government may make checks as the work progresses to verify lines and grades established by the Contractor and to determine the conformance of the completed work as it progresses with the requirements of contract specifications and drawings. Such checking by the Contracting Officer or his or her representative shall not relieve the Contractor of its responsibility to perform all work in accordance with the contract drawings and specifications and the lines and grades given therein.

SECTION 01 35 13.10 Page 9

1.5 SEQUENCING AND SCHEDULING

1.5.1 Exclusion of Period in Computing Completion Schedules

No work will be required during the period between 16 November and 01 April for Green Bay and 1 December and 01 April for Grand Haven inclusive and the days in this period will not be counted when computing the required completion date. The Contractor may perform work, unless otherwise prohibited, during all or any part of this period upon giving prior written notice to the Contracting Officer. For individual task orders, exclusion periods will be included in the Request For Proposal (RFP).

1.5.2 Dredging Period Restriction

The Contractor's attention is directed to the allowed and prohibited dredging periods as established by the State of Michigan for this project as specified in SECTION 01 57 20.00 20, "ENVIRONMENTAL PROTECTION" Paragraph, "PROTECTION OF FISH AND WILDLIFE RESOURCES", Subparagraph, "State of - Michigan Allowed and Prohibited Dredging Periods". The number of calendar days within which the Contractor is required to complete the work under each Task Order, as established in Clause titled "COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK", is exclusive of the above referenced periods during which dredging is prohibited and the days in these periods will not be counted when computing the required completion date.

1.5.3 Sunday, Holiday And Night Operations

When the Contractor elects to work on Saturdays, Sundays, holidays or nights when not prohibited herein, notice of its intention to do so shall be given to the Contracting Officer not less than forty-eight (48) hours in advance thereof. Adequate lighting for thorough inspection of night operations shall be provided by the Contractor at its expense.

1.5.4 Start Work

Evidence that the Contractor has started mobilization and preparation of submittal register, and other preparatory work will satisfy the requirement that work commence within ten (10)] calendar days after receipt of after award of the Task Order. (See Clause titled COMMENCEMENT, PROSECUTION, AND

COMPLETION OF WORK, FAR 52.212-0003.)

1.6 ON-BOARD ACCOMMODATIONS FOR INSPECTORS

The Contractor shall furnish regularly to the Government's inspectors on board the dredge or other craft performing the work a chair and a suitable separate lockable desk for office purposes. The desk shall be in a room fully equipped and maintained to the satisfaction of the Contracting Officer. The room shall be maintained at a comfortable temperature, ventilated and lighted. Washing and toilet facilities shall be made available for the inspectors. If the Contractor fails to meet these requirements, the facilities referred to above will be secured by the

SECTION 01 35 13.10 Page 10

Contracting Officer, and the cost thereof will be deducted from payments to the Contractor.

1.7 REPORT REQUIREMENTS

1.7.1 Accident Prevention Plan

Contractor shall provide an accident prevention plan including an activity hazard analysis to the Contracting Officer within ten (10) calendar days after receipt of award. Plan shall be in accordance with Contract Clause entitled "ACCIDENT PREVENTION (NOV 1991) - ALTERNATE 1.

1.7.2 Payrolls and Basic Records

Contractor shall submit payrolls and basic records in accordance with the CLAUSE entitled "PAYROLLS AND BASIC RECORDS (FEB 1988)".

1.7.3 Progress Chart

Contractor shall submit progress chart in accordance with the Contract clause entitled "SCHEDULE FOR CONSTRUCTION CONTRACTS (APR 1984)".

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 35 13.10 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

1.5.1.2 Competent Person for Confined Space Entry

1.5.1.3 Crane Operators

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

1.5.3.2 Safety Meetings

1.6 ACCIDENT PREVENTION PLAN (APP)

1.6.1 EM 385-1-1 Contents

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

1.8 DISPLAY OF SAFETY INFORMATION

1.9 SITE SAFETY REFERENCE MATERIALS

1.10 EMERGENCY MEDICAL TREATMENT

1.11 REPORTS

1.11.1 Accident Reports

1.11.2 Accident Notification

1.11.3 Crane Reports

1.11.4 Certificate of Compliance

1.12 HOT WORK

1.13 FACILITY OCCUPANCY CLOSURE

1.14 HIGH NOISE LEVEL PROTECTION

1.15 SEVERE STORM PLAN

1.16 CONFINED SPACE ENTRY REQUIREMENTS.

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK

3.1.1 Hazardous Material Exclusions

3.1.2 Unforeseen Hazardous Material

3.2 PRE-OUTAGE COORDINATION MEETING

3.3 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.3.1 Tag Placement

3.3.2 Tag Removal

3.4 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

SECTION 01 35 26 Page 1

3.4.1 Training

3.4.2 Fall Protection Equipment and Systems

3.4.2.1 Personal Fall Arrest Equipment

3.4.3 Fall Protection for Roofing Work

3.4.4 Existing Anchorage

3.4.5 Horizontal Lifelines

3.4.6 Guardrails and Safety Nets

3.4.7 Rescue and Evacuation Procedures

3.5 SCAFFOLDING

3.6 EQUIPMENT

3.6.1 Material Handling Equipment

3.6.2 Weight Handling Equipment

3.6.3 USE OF EXPLOSIVES

3.7 EXCAVATIONS

3.7.1 Utility Locations

3.7.2 Utility Location Verification

3.7.3 Shoring Systems

3.7.4 Trenching Machinery

3.8 UTILITIES WITHIN CONCRETE SLABS

3.9 ELECTRICAL

3.9.1 Conduct of Electrical Work

3.9.2 Portable Extension Cords

3.10 WORK IN CONFINED SPACES

SECTION 01 35 26 Page 2

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

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 SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2004) Fall Protection

ASSE/SAFE A10.34 (2001; R 2005) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.3 (2009) Tower Cranes

ASME B30.5 (2007) Mobile and Locomotive Cranes

ASME B30.8 (2010) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2010) Standard for Portable Fire Extinguishers

NFPA 241 (2009) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 51B (2009; TIA 09-1) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2011) National Electrical Code

NFPA 70E (2009; Errata 09-1) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Change 1-2010; Change 3-2010;

Errata 1-2010) Safety and Health

SECTION 01 35 26 Page 3

Requirements Manual

U.S. NATIONAL ARCHIVES AND…