B.08 - Specs W912HN21B5000.pdf

Savannah Harbor, Georgia

Solicitation Number

W912HN-21-B-5000

Dredged Material Containment Area (DMCA) 1N Dike Raising Specification Divisions 01 - 35 and Appendices

PN CWK0607

March 2021

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps of Engineers Savannah District

DMCA 1N DIKE RAISING 21B5000

Savannah Harbor, GA

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 32 16 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

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 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

31 62 19 TIMBER PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 19 SEEDING

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 31 19 STONE SHORELINE PROTECTION

APPENDICES

Appendix A STANDARD FORMS

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PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 GENERAL

1.3.1 Project Location

1.3.2 Horizontal and Vertical Control

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.2 Borrow Availability

1.4.3 Placement Limitation

1.4.4 Shoreline Change

1.4.5 Tolerance

1.5 WORK REQUIREMENTS

1.6 PROTECTION OF EXISTING CONDITIONS AND NEW WORK

1.7 WORK IN QUARANTINED AREA

1.8 CONTRACTOR REQUIREMENTS

1.9 PRE-BID SITE VISIT

1.10 COMMUNICATIONS

1.11 WARRANTY

1.12 LOCATION OF UNDERGROUND UTILITIES

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM D2487 (2017; E 2020) Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-5 (1984) Plant Pest Quarantined Areas and Foreign Soil Samples

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-11 Closeout Submittals

Warranty ; G, DO

1.3 GENERAL

Provide construction services, including furnishing of personnel, transportation, mobilization/demobilization, equipment, and materials required in connection with the work described in this Section. Provide these services in accordance with the technical and special provisions in this Section. Services not specifically described are nevertheless required if they can be identified as an item commonly a part of normally expected or professional grade work of a comparable nature. Perform work in accordance with the Contract, manufacturer's recommendations, and state building code.

1.3.1 Project Location

The project site is located at Onslow Island, Dredged Material Containment Area (DMCA) 1N in Savannah Harbor, Chatham County, Georgia. Access to the project is from North Coastal Highway (State Route 25) just east of the Houlihan Bridge. The access gate to the disposal area must remain locked, except when opened for the immediate passage of manpower or equipment.

Coordinate access to and from the site through CESAS-OP-NN.

SECTION 01 11 00 Page 2

1.3.2 Horizontal and Vertical Control

Horizontal control must be NAD83 Georgia East state plane coordinate system. Vertical control must be Mean Lower Low Water (MLLW) based on EPOCH 1983-2001 datum.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

Construction work applies to the installation and removal of silt fence, including the daily inspection and maintenance of installed silt fence, clearing and grubbing of the entire DMCA interior and the top and inside slope of the existing dikes, harvesting of earth materials for placement, survey before, during, and after construction, placement and compaction of earth materials, establishment of turf, cleanup, maintenance of roadways, and the application of herbicde to the DMCA interior. The centerline alignment of the proposed new dike is approximately 9,270 feet . Clear the entire DMCA including around weirs and weir outfall basin areas. Relocate the two southeastern weirs, and provide additional catwalks. Provide weir risers on the two weirs along the cross dike. Raise the perimeter dike to a uniform elevation of 33 feet MLLW and raise the cross dike to the eastern side of the DMCA to a uniform elevation of 31 feet MLLW.

1.4.2 Borrow Availability

Obtain earth materials for construction from within the DMCA as shown.

The materials intended for use are sand, silt, and clay, or other materials classified by ASTM D2487, except Pt (Peat). See Drawings for borrow area limits. Sufficient earth materials are available at the borrow area to complete construction. The interior of the containment area is constantly undergoing a drying and consolidation process that renders the Contract survey inaccurate. Perform a topographic survey of the whole interior of DMCA 1N before harvesting of materials. The difference between the Contract survey and the before survey is the result of drying and consolidation of the site, and does not constitute a "changed" or "differing" site condition as defined elsewhere in this Contract.

1.4.3 Placement Limitation

The placement of earth materials while raising the island dikes must be at a rate of no more than 1 vertical foot of height per week. Additionally, sequence dike embankment construction so that there is no more than 2 feet difference in transverse elevation over a difference of 1,000 feet on the surface during construction.

1.4.4 Shoreline Change

The DMCA 1N shoreline is subject to erosion and shifting due to the tides, wind, and waves. As a result, the Contract survey may not reflect the current site conditions. Disparities between the design survey and the commencement of work does not constitute a changed or differing site condition.

1.4.5 Tolerance

There will be no payments made for materials placed outside the design templates, regardless of tolerance or acceptability criteria. Be aware of

SECTION 01 11 00 Page 3 construction limitations, degree of field control, alignments, weather, and other operational factors, and base the bid price for dike contruction accordingly. Section 31 00 00 EARTHWORK indicates a tolerance of + 0.5 foot which will be considered only for acceptance purposes of dike and ramp embankment. No tolerance will be allowed below the prescribed slopes or grades for dike and ramp embankments. Consider the costs of additional material in the appropriate bid price, as it will not be paid separately or considered in added bid quantities.

1.5 WORK REQUIREMENTS

a. Clear and grub the entire interior of the disposal area, including dikes, ramps, and existing bird island. Clear other areas necessary for construction access and silt fence placement. Obtain necessary burn permits.

c. Raise the cross dike and add extensions to the two weir/water control structures.

d. Complete grassing/turf establishment.

e. Cleanup and removal of debris as needed.

f. Items incidental to work requirements include but are not limited to moisture adjustment of in-place soils to within acceptable ranges for use as fill.

g. As a last order of work, application of herbicide to the interior of the DMCA.

1.6 PROTECTION OF EXISTING CONDITIONS AND NEW WORK

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

a. Excavate, transport, and construct in such a manner as to prevent injury or damage to portions of the existing work which will remain and to new work. Repair or replace portions of new work which have been altered during construction operations at no aditional cost to the Government.

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

1.7 WORK IN QUARANTINED AREA

USACE and the U.S. Department of Agriculture (USDA) have a compliance agreement requiring measures to prevent the spread of certain plant pests that may be present in the soil ( ER 1110-1-5 ). Major portions of the southeastern states are in a quarantine area for such pests, including the imported fire ant. In addition, adjacent states to the north have introduced infestations resulting from movement of soil from infested southeastern states. Thoroughly clean land-based construction equipment and tools at the previous job site to ensure these implements are free from residual soil, egg deposits from plant pests, noxious weeds, and

SECTION 01 11 00 Page 4 plant seeds. Thoroughly clean equipment using water under pressure and thoroughly clean hand tools by brushing or other means to remove soil. In addition, thoroughly clean construction equipment and hand tools used for this Contract before they are brought to the job site and before they are removed from this job site and notify Government for inspection. Consult with the USDA jurisdictional office for additional cleaning requirements that may be necessary.

1.8 CONTRACTOR REQUIREMENTS

a. Project Involves Handling of Asbestos: No

b. Occupancy During Construction: No

c. Phasing of Work: No

d. Small Project Construction Schedule: Bar Chart

e. CQC System Requirements: CQC Manager

1.9 PRE-BID SITE VISIT

Prior to the submission of bids, bidders are highly encouraged to visit the project site location to become familiar with the project requirements. Failure to visit the project site will not disqualify a bid; however, the Contractor must comply with the terms and conditions of the resultant Contract, regardless of such failure. In no event will a failure to inspect the site constitute grounds for a claim after Contract award.

1.10 COMMUNICATIONS

The Contractor must maintain a cellular telephone for communication between the project site and the District Office.

1.11 WARRANTY

Provide a minimum of 1 year warranty on materials and workmanship from the date of the Government's acceptance of the work.

1.12 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 16

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

1.3.2 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 3-WEEK LOOK AHEAD SCHEDULE

1.6 CORRESPONDENCE AND TEST REPORTS:

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 32 16 Page 1

SECTION 01 32 16

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

08/18

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. When used, a designation following the "G" designation 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

Baseline Construction Schedule ; G, DO

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16 Page 2

1.3.2 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working

SECTION 01 32 16 Page 3 days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

1.6 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.6 VARIATIONS

1.6.1 Considering Variations

1.6.2 Proposing Variations

1.6.3 Warranting that Variations are Compatible

1.6.4 Review Schedule Extension

1.7 SUBMITTAL REGISTER

1.7.1 Use of Submittal Register

1.7.2 Contractor Use of Submittal Register

1.7.3 Approving Authority Use of Submittal Register

1.7.4 Copies Delivered to the Government

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.9.1 Review Notations

1.10 DISAPPROVED SUBMITTALS

1.11 APPROVED SUBMITTALS

1.12 APPROVED SAMPLES

1.13 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with Contract requirements. Submittals shall be submitted electronically.

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

RMS 3.0 will be used for this Project.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase

SECTION 01 33 00 Page 2 contract.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

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

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for

SECTION 01 33 00 Page 3 the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-06 Test Reports

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

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

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

Investigation reports

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 the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

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

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

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

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the

SECTION 01 33 00 Page 4 work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-11 Closeout Submittals

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

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

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

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

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

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this Section.

SD-01 Preconstruction Submittals

Submittal Register ; G, DO

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

Government approval is required for any variations from the Solicitation or the Accepted Proposal and for other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

SECTION 01 33 00 Page 5

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only. For Design-build construction all submittals not requiring DOR or Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.5 PREPARATION

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form. Name the electronic submittal file specifically according to its contents, coordinating the file naming convention with the Contracting Officer.

Electronic files shall be of sufficient quality that the information is legible. Electronic format shall be in PDF, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file shall include a valid electronic signature, or scan of a signature.

E-mail electronic submittal documents less than 10MB to an e-mail address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/ .

Provide up to 2 hard copies of submittals when requested by the Contracting Officer, at no additional cost to the Government.

1.6 VARIATIONS

Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.

1.6.1 Considering Variations

Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.6.2 Proposing Variations

When proposing variation, deliver a written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. Include

SECTION 01 33 00 Page 6 the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals that include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.6.3 Warranting that Variations are Compatible

When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.6.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 10 working days will be allowed for the Government to consider submittals with variations.

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the Specifications is attached. This list may not be all-inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g.

SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, track the submittals by maintaining a complete list, including completion of each data column and the dates on which submittals are received and returned by the Government.

1.7.1 Use of Submittal Register

Submit submittal register with QC plan and project schedule. Verify that submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

SECTION 01 33 00 Page 7

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout Contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Contractor Action Code

Column (k) Date of action: Record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (l) List date of submittal receipt.

Columns (m) and (n) List dates of actions for other reviewers

Column (o) Approving Authority Action Code: see ENG Form 4025-R in Appendix A "Standard Forms" for code definitions.

Column (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.7.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.8 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. Allow 30 calendar days for review and approval of submittals.

SECTION 01 33 00 Page 8

a. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.

b. Submittals required by the contract documents are listed on the submittal register. If a submittal is listed in the submittal register but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but that have been omitted from the register or marked "N/A."

c. Resubmit the submittal register and annotate it monthly with actual submission and approval dates. When all items on the register have been fully approved, no further resubmittal is required.

1.9 GOVERNMENT APPROVING AUTHORITY

When the approving authority is the Contracting Officer, the Government will:

a. Note the date on which the submittal was received.

b. Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with comments and markings appropriate for the action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals.

1.9.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize proceeding with the work covered provided that the Contractor takes no exception to the corrections.

c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.

d. Submittals marked "not reviewed" indicate that the submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not

SECTION 01 33 00 Page 9 complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.10 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.

The design, general method of construction, materials, detailing, and other information appear to meet the Solicitation and Accepted Proposal.

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Unapproved samples will also be returned to the Contractor at its expense, if so requested.

SECTION 01 33 00 Page 10

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of its responsibilities under the Contract.

1.13 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 11

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 7 PAGES

DMCA 1N DIKE RAISING

01 11 00 SD-11 Closeout Submittals

1.11 G DOWarranty

01 32 16 SD-01 Preconstruction Submittals

1.2 G DOBaseline Construction Schedule

SD-07 Certificates

1.4Monthly Updates

01 33 00 SD-01 Preconstruction Submittals

1.7 G DOSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.7 G DOAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2 G DOAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.4Crane Operators/Riggers

1.7.2.2 G DOStandard Lift Plan

1.7.2.3 G DOCritical Lift Plan

1.7.2.4 G DONaval Architecture Analysis

1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

01 45 00 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 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 7 PAGES

01 45 00 3.2 G DOContractor Quality Control (CQC)

Plan

SD-06 Test Reports

3.10.2Verification Statement

01 50 00 SD-01 Preconstruction Submittals

1.3 G POConstruction Site Plan

3.4.1 G POTraffic Control Plan

2.2.1 G POHaul Road Plan

01 57 19 SD-01 Preconstruction Submittals

1.4 G DOEnvironmental Protection Plan

1.9.1Preconstruction Survey

1.9.5 G DOEmployee Training Records

1.9.4 G DOEnvironmental Manager

Qualifications

SD-03 Product Data

3.21 G DOSoil Erosion Control Materials

1.9.2 G DORegulatory Notifications

SD-04 Samples

3.6.1 G DOPetroleum Storage Area Barrier

SD-06 Test Reports

1.12.1 G DOMonthly Solid Waste Disposal

Report

SD-11 Closeout Submittals

3.14.1 G DOWaste Determination

Documentation

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 7 PAGES

01 57 19 3.14.3.4 G DODisposal Documentation for

Hazardous and Regulated Waste

1.9.5 G DOAssembled Employee Training

Records

1.12 G DOSolid Waste Management Permit

3.14.3.1 G DOHazardous Waste/Debris

Management

01 78 00 SD-03 Product Data

1.7.1Warranty Management Plan

1.7.4Warranty Tags

1.5Spare Parts Data

SD-08 Manufacturer’s Instructions

1.7.1Instructions

SD-11 Closeout Submittals

3.1 G DOAs-Built Drawings

3.3 G DORecord Drawings

1.7.1As-Built Record of Equipment and Materials

3.6As-Built Record of Equipment and Materials

3.4 G DOFinal Approved Shop Drawings

3.5 G DOConstruction Contract

Specifications

3.8.1 G DOInterim DD FORM 1354

3.8.2 G DOChecklist for DD FORM 1354

05 50 13 SD-02 Shop Drawings

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 7 PAGES

05 50 13 2.2.1 G DOLadders and Safety Climbs

2.2.3 G DOCatwalks and Grating

SD-06 Test Reports

3.5 G DOWelding

SD-07 Certificates

2.2.2 G DOHigh Density Polyethylene

(HDPE) Pipe

2.4Recycled Content

06 10 00 SD-06 Test Reports

1.4.2Preservative-treated

SD-07 Certificates

1.8.1Certificates of Grade

06 73 01 SD-02 Shop Drawings

1.3 G DOInstallation Drawings, Templates, and Directions

SD-03 Product Data

1.3 G DOFRP Grating

1.3 G DOClips and Anchorage

SD-06 Test Reports

2.1.1Bearing Strength Testing

2.1.1Flexural Properties

2.1.1Ultraviolet Testing

2.1.1Shear Strength

2.1.1Tensile Properties

2.1.1Toxicity Testing

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 5 OF 7 PAGES

06 73 01 2.1.1Coefficient of Lineal Thermal

Expansion

2.1.1Flame Spread Testing

SD-07 Certificates

1.3Manufacturer's Sample Warranty

1.3 G DOManufacturer

1.3 G DOAnchorage System

SD-08 Manufacturer’s Instructions

1.4Shipping, Handling, And Erection

Procedures

1.4Care and Maintenance

Instructions

SD-09 Manufacturer’s Field

Reports

3.1Certification of Installation

SD-11 Closeout Submittals

3.2.1Manufacturer's Warranty

31 00 00 SD-01 Preconstruction Submittals

3.3 G DOWork Plan

1.10 G DODewatering Work Plan

SD-06 Test Reports

3.10.1Classification of Soils for

Engineering Purposes

3.10.2Particle Size

3.10.4Compaction Characteristics Test

3.10.3Density Tests

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 6 OF 7 PAGES

31 00 00 SD-07 Certificates

3.10Testing

3.9Surveying

1.11Utilization of Excavated Materials

SD-11 Closeout Submittals

3.9.1 G DOAs-Built Drawings

31 62 19 SD-02 Shop Drawings

1.5 G DOInstallation Drawings

SD-03 Product Data

3.3.2 G DODriving Equipment

2.3 G DOCapblocks

SD-07 Certificates

2.1 G DOPiles

SD-11 Closeout Submittals

3.8 G DOPile Driving Records

32 92 19 SD-03 Product Data

2.5.3Wood Cellulose Fiber Mulch

2.4Fertilizer

SD-06 Test Reports

2.2.3Topsoil Composition Tests

SD-07 Certificates

2.1Seed

SD-08 Manufacturer’s Instructions

2.7Erosion Control Materials

35 31 19 SD-01 Preconstruction Submittals

3.1.1 G DOEquipment

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 7 OF 7 PAGES

35 31 19 2.1Sources

SD-03 Product Data

2.2.1Armor Stone

2.2.2Intermediate Stone

2.2.3Bedding Stone/Filter Stone

SD-06 Test Reports

2.2 G DOGradation Test

3.2.1.1 G ROBedding Stone And Filter Stone

3.2.1.2 G ROIntermediate Stone And Armor

Stone

SD-07 Certificates

2.1Certificates Of Compliance

1.3.1Weigh Scales

1.3.1Weight Tickets

3.1.1Crane Certification and

Equipment Checklists

3.1.1Floating Plant Inspection and

Certification

3.1 G ROStone Placement

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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/15

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

1.2.2 Competent Person, Confined Space

1.2.3 Competent Person, Cranes and Rigging

1.2.4 Competent Person, Excavation/Trenching

1.2.5 Competent Person, Fall Protection

1.2.6 Competent Person, Scaffolding

1.2.7 Competent Person (CP) Trainer

1.2.8 High Risk Activities

1.2.9 High Visibility Accident

1.2.10 Load Handling Equipment (LHE)

1.2.11 Medical Treatment

1.2.12 Near Miss

1.2.13 Operating Envelope

1.2.14 Qualified Person (QP)

1.2.15 Qualified Person, Fall Protection (QP for FP)

1.2.16 USACE Property and Equipment

1.2.17 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)

1.6.1.1.1 Additional Site Safety and Health Officer (SSHO)

Requirements and Duties

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.