Attachment 1 - Specifications - Point Marion Perimeter Fence Installation.pdf

POINT MARION LOCK AND DAM SPECIFICATIONS

INSTALL SECURITY PERIMETER FENCE

1. GENERAL REQUIREMENTS

1.1 GENERAL

The project is located at 304 Power Plant Road, Dilliner, PA 15327-9603. The existing security fencing will be modified with an additional ~1400’ (feet) of new perimeter fencing to include a single-man and double swing gate providing personnel maintenance access while eliminating public access.

In general, the tasks required in performance of this contract include:

• Install ~1400’ (feet) of new perimeter fencing in accordance with the fence layout in pictures, pages 17 & 18, and typical fence details in drawings, page 28 or Reference Drawings - Point Marion Typical Fencing Details v2.pdf

• Connect the existing fence to the gate on the river side

• Begin fence at existing post on the railroad side guardrail pole (existing pole)

• Remove section of the railroad side guardrail on the interior of the project as required to install the fencing

• Install the fence along the access road, ~3’ (feet) from the road.

• Install swing gate near sewage and storage facility at gravel access road

• Install 90 deg turn to enclose the concrete slab

• Install 90 deg turn to follow the property line, maintain 3’ (feet) on both sides behind the concrete slab as a building is to be installed on the slab. Building placement is not in the scope of this contract.

• Install 90 deg turn to meet the existing fence.

• Install a swing gate near the transformer

• Finally, terminate the fence on the old fence near the transformer.

1.2 POINTS OF CONTACT

Prior to commencement of any work being performed on site, the contractor shall participate in a Pre-work Meeting with the Administrative Contacting Officer (ACO) and the Lockmaster on-site.

• Point Marion Lock and Dam Lockmaster – Mike Clark, 724-725-5289, Michael.A.Clark2@usace.army.mil

• Administrative Contracting Officer (ACO) – Dave Conrad, 412-395-7679, David.T.Conrad@usace.army.mil mailto:Michael.A.Clark2@usace.army.mil mailto:David.T.Conrad@usace.army.mil

1.3 PROJECT SUBMITTALS

The contractor shall provide submittals for Government Approval. 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. It will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work.

1.3.1 SD-01 Preconstruction Submittals

1.3.1.1 Manufacturer's Literature

For all proposed materials to be furnished under this contract the Contractor shall furnish manufacturer’s descriptive literature or catalog cuts, illustrations, specifications, and other data to show the proposed materials meet the specified requirements. All appropriate descriptive data shall be clearly indicated on the submittal.

1.3.1.2 Quality Control Plan (QCP)

The contractor shall complete and submit a Quality Control Plan. A QCP template is provided as an attachment to the specifications. There shall be one qualified Superintendent and one qualified Contractor Quality Control (CQC) Manager. The Site Safety and Health Officer (SSHO) and the Contractor Quality Control Manager may be the same person and may be the designated representative (DR). The quality control system shall consist of plans, procedures, and organization necessary to produce a product that complies with the contract requirements.

Cover all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project Superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer. The Contracting Officer reserves the right to conduct any inspections or perform any tests deemed necessary at any time during the execution of the contract to determine conformance with the requirements of these specifications. Superintendent and CQC Manager shall be on site at all times work is being done.

1.3.1.3 Accident Prevention Plan (APP)

In addition to other requirements, the APP shall be coordinated with and refer to the Site Access and Work Plan to ensure proposed equipment can be used in a safe manner on the terrain encountered in the work area, including addressing the work conditions in the Activity Hazard Analysis (AHA)

1.3.1.4 Project Schedule

Project Schedule must be provided in Excel format and updated as necessary or as required by the ACO.

1.3.1.5 Site Access and Work Plan

Contractor shall submit for approval a written plan describing in detail all phases fencing operations. Plan shall include all requirements specified in paragraph “Site Conditions and Site Access And Work Plan”. Plan shall address work sequencing, time projections, as well as how each step will be controlled, tested, and evaluated. Plan shall address safety measures, equipment specifications, work scheduling around weather and record keeping.

1.3.2 SD-05 Design Data

1.3.2.1 Layout Of Fence

If there are agreed upon changes to the fence layout, the contract shall provide details for final layout and construction of fence for approval by the Contracting Officer. See fence layout in pictures, pages 17 & 18, and typical fence details in drawings, page 28 or Reference Drawings - Point Marion Typical Fencing Details v2.pdf

1.3.3 SD-11 Closeout Submittals Warranty

1.3.3.1 Contractor's Warranty

Contractor’s standard one year construction warranty shall be submitted after completion of all work.

1.3.4 Contractor Data Submission

All contractor data submissions shall be submitted electronically to:

Dave Conrad, David.T.Conrad@usace.army.mil Neville Island Resident Office 3510 Grand Avenue Pittsburgh, PA 15225

1.4 SECURITY REQUIREMENTS

1.4.1 Access and General Protection and Security Policy and Procedures

The contractor and all associated subcontractors' employees shall comply with applicable installation, facility, and area commander installation and facility access and local security policies and procedures provided by the Government Representative. The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the installation the USACE Security Office. The contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes. The contractor must submit the full name, Social Security Number, and Date of Birth for all associated contractor or subcontractor employees to the USACE Security Office, Joseph M. Bali, mailto:David.T.Conrad@usace.army.mil

412-395-7162, joseph.m.bali@usace.army.mil. LRP Security Information Sheet, (Attachment:

LRP Security Information Sheet) is to be completed and returned to Mr. Bali. The contract number and title of the project including the location is to be identified on the Sheet. To protect employee PII, the submission of the completed form through a secure fax is preferred; however, a secured email is acceptable. If e-mailing required information, e-mail must be encrypted to protect Personally Identifiable Information (PII). The District retains the right to deny any contractor and subcontractor employee from working on one of its contracts based on final background investigation results. The contractor and all associated sub-contractor's employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB), applicable installation, facility and area commander installation/facility access and local security policies and procedures.

1.4.2 Pre-Screen Candidates Using E-Verify Program

The Contractor must pre‐screen Candidates using the E‐verify Program (http://www.uscis.gov/e-verify ) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E‐verify system.

An initial list of verified/eligible Candidates must be provided to the Contracting Officer no later than three (3) business days after the initial contract award.

1.4.3 Employee Identification and Background Check

The Contractor shall be responsible for furnishing an identification badge/card to each employee prior to the employee working on-site and for requiring each employee engaged on the work to display identification. Identification shall consist of nametags with the name of the Contractor and the employee's name. Additionally, a valid state driver's license or other Government-issued photo identification card is required for positive identification. Each employee shall be subject to a background check in accordance with "Homeland Security Presidential Directive (HSPD) 12: Policy for a Common Identification Standard for Federal Employees and Contractors" (HSPD- 12). Only those individual employees that were specifically identified and approved shall be cleared to work on Government property. All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

1.5 SAFETY REQUIREMENTS

In addition to the requirements included in the provisions of this contract, all work shall comply with the most recent edition of the USACE Engineering Manual (EM) 385-1-1, “Safety and Health Requirements Manual”, and all applicable federal, state, and local laws, ordinances, criteria, rules, and regulations. Where the requirements herein, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

If there are any standards that require interpretation, submit matters to the appropriate administrative agency for resolution before the commencement of work.

The latest version of the EM 385-1-1 is available online at:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_3 85-1-1.pdf

The Superintendent, QC Manager, and SSHO are subject to dismissal if any of the required regulatory requirements are not being effectively carried out. If dismissal occurs, project work will be stopped and no work shall proceed until a suitable replacement is approved and the appropriate requirements are assured to be effectively carried out.

1.5.1 Accident Prevention Plan (APP)

An Accident Prevention Plan (APP) is a safety and health policy and program document that shall be contract- and/or job-specific. The APP shall be developed by the Contractor and shall interface with the Contractor's overall Safety and Health Program, such that any portions of the Contractor's overall program referenced in the APP shall be included as appropriate.

The Contractor shall develop the APP in accordance with EM 385-1-1, Appendix A, and shall address each of the elements/sub-elements in the outline contained in the appendix in the order that they are provided in the manual, and as supplemented herein. If an item is not applicable because of the nature of the work to be performed, the Contractor shall state this exception and provide a justification. The APP shall be written in English by the Prime Contractor and shall articulate the specific work, work processes, equipment to be used, and hazards pertaining to the contract. The non-mandatory APP Checklist, Form A-2 of the EM 385- 1-1, may be used to ensure each area of required information has been provided as part of the APP to the Contracting Officer.

The APP shall be submitted to the COR for review and acceptance within 15 calendar days after receipt of the Notice to Proceed (NTP) and prior to any commencement of work.

Work cannot begin without an accepted APP. Once accepted by the Contracting Officer, the APP and all attachments will be enforced as part of the contract. Disregarding provisions of this contract or the accepted APP is a cause for stopping of that portion of the work at the direction of the Contracting Officer until the matter has been rectified.

A copy of the accepted APP shall be available on the worksite at all times. The

Contractor shall provide on-going evaluations of the APP throughout the life of the project.

Changes, revisions, and updates to the APP shall be reviewed and accepted by the Contracting Officer, project superintendent, SSHO, and Quality Control Manager.

Due to the recent COVID-19 pandemic, all Contractors that perform operations on LRP

USACE-owned/operated facilities are to include an Infectious Disease Exposure Prevention, Preparedness, and Response Plan as an addition to their overall APP. The plan shall describe how the Contractor will implement the requirements and best practices issued by Federal, State, and Local authorities in order to prevent the spread of COVID and/or other infectious diseases.

1.5.2 Risk Management

A risk management assessment tool, such as an activity hazard analysis (AHA), shall be developed by the contractor performing the work for each type of activity the Contractor will perform as part of the Contract. The assessment shall identify the job steps, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented to control the hazards. Risk assessments shall be submitted for review at least 15 working days prior to the start of the activity, task, or defined feature of work is set to begin. The Government reserves the right to require the Contractor to revise and resubmit any documents if they fail to effectively identify the work sequence, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented. Work shall not begin until the assessments have been accepted by the COR and discussed with all engaged in the activity.

These risk assessments shall be developed in accordance with EM 385-1-1 Section 1, or as specified by the Contracting Officer. The Contractor may use the AHA form in EM 385-1-1 to assist with completion of their risk assessments.

Each employee performing work as part of an activity, task, or DROW shall review the risk assessment for the activity and sign the signature log designated for the assessment prior to beginning work. A signature log shall be maintained for each risk assessment.

1.5.3 Implementation of Safety and Occupational Health (SOH) Program

The Contractor shall employ a minimum of one Competent Person at each project site to function as the primary Site Safety and Health Officer (SSHO) to implement and administer the Contractor’s safety program and the Government-accepted Accident Prevention Plan (APP). The SSHO is a full-time responsibility and shall be an employee other than the supervisor (unless specified differently in the contract and coordinated with the local SOH Office), that reports directly to a senior project, or corporate, official. The SSHO shall be present at the project site and be located so they have full mobility and reasonable access to all major work operations during the shift. The SSHO shall meet all training and experience qualifications as outlined in EM 385-1-1 Section 01, Paragraph A.17. For projects with multiple shifts, or in instances where the SSHO is off-site for a period longer than 24 hours, an Alternate SSHO shall be assigned to ensure coverage for the project at all times work activities are conducted. The alternate SSHO shall meet the same requirements and assume the responsibilities of the primary SSHO. The alternate SSHO shall be identified in the applicable AHAs for the activities they are responsible for overseeing. When the primary SSHO is temporarily, up to 24 hours, off-site, a Designated Representative (DR) may be used in lieu of an Alternate SSHO. The DR shall be on the project site at all times when work is being performed in the absence of the primary SSHO. DRs can be collateral duty safety personnel, with safety duties assigned in addition to their full-time occupation. DRs shall perform safety program tasks as designated by the SSHO, and report all findings to the SSHO. DRs shall also be appointed when activities, tasks, or DFOWs contain multiple sites and are more than 45 minutes travel time from the primary SSHO's duty location.

The DR shall be identified in the applicable AHAs for the activities they are responsible for overseeing. Note: DRs may not be assigned to projects or activities that have a risk assessment code (RAC), as identified on the AHA for the activity, level of high or extremely high. The SSHO may also serve as the Quality Control Manager. The SSHO may not serve as the Superintendent. SSHO shall attend the pre-construction conference, pre-work meetings, including preparatory and periodic in-progress meetings.

1.5.4 Mishap Reporting

A mishap is any unplanned, undesired event that occurs during the course of work being performed, to include, accidents, incidents, and near misses. All mishaps shall be reported to the Contracting Officer within 24-hours after notification from the affected employee(s). Contractors are responsible for maintaining an OSHA Log of Work-Related Injuries and Illnesses (Form

300) and complying with all reporting and recordkeeping requirements specified in 29 Code of Federal Regulations (CFR) 1904.

1.5.5 Damage Reports

All instances where Government materials, supplies, property, and/or equipment are damaged, shall be reported immediately to the Contracting Officer.

1.5.6 Minimum Personal Protective Equipment

Personal Protective Equipment (PPE) is governed in all areas by the nature of work personnel are performing based on conducted hazard evaluations. AHAs shall detail the PPE to be used that will provide appropriate protection for the work to be performed when required. All PPE shall be provided by the Contractor, used, and maintained in a sanitary and reliable condition whenever the hazard dictates use.

Mandatory PPE, at minimum, shall include hardhat (construction sites), long pants, short sleeve shirts, and leather or protective work shoes or boots. Personal Floatation Devices (PFDs) shall be worn at all times when working above or near water in which other fall protection methods do not provide the appropriate protection.

1.5.7 Designated Persons

The Contractor shall provide Qualified and/or Competent Persons in accordance with EM 385-1- 1, OSHA, ANSI, and where specified herein. All Qualified and Competent Persons shall be designated in writing and shall meet the requirements for the specific activity for which they are designated. Competent Persons identified in the Contractor’s Safety and Health Program and Government-accepted APP shall be onsite at all times when the work that presents the hazards associated with the competency is being performed. Certificates of Qualification/Competency shall be provided to the Contracting Officer for review and provided as part of the applicable AHAs and appendices of the APP.

1.5.8 Hazardous Material Exclusion

Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with EM 385-1-1 such as, nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury, polychlorinated biphenyls (PCBs), Diisocyanates, lead, lead-based paint (LBP), and hexavalent chromium, are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials. Low mercury lamps used within fluorescent lighting fixtures are allowed as an exception without further Contracting Officer approval. Notify the Radiation Safety Officer (RSO), Safety Office, and the Contracting Officer prior to excepted items of radioactive material and devices being brought on site.

1.5.9 Unforeseen Hazardous Materials

All known hazardous materials will be identified by the Government to the contractor. If materials that may be hazardous to human health upon disturbance are encountered during the performance of contract work, that portion of the work shall be stopped, and the COR immediately notified.

1.6 PROJECT/SITE CONDITIONS

1.6.1 Photos, Fence Orientation & Cross Section

Photos and Fence Alignment Terrain and Cross Sections have been provided to show existing conditions to the best knowledge of the Government. The photos, fence alignment terrain and cross sections are intended to assist the Contractor in evaluating how to perform the work safely and in accordance with Paragraph “Site Conditions and Site Access And Work Plan”. The Government cannot guarantee the accuracy of the dimensions, elevations, and features shown or stated, and it shall be the responsibility of the Contractor, if necessary, to verify all elevations and the dimensions by measurements in the field. The Contractor shall verify elevations and dimensions before laying out the work. The Contracting Officer shall be notified of any discrepancies prior to commencing work.

1.6.2 Verification of Field Conditions

The Contractor shall verify all dimensions and conditions in the field and shall advise the

Contracting Officer of any discrepancy before performing any work. Temperatures must be adequate for the concrete to cure properly. Prior to mobilization, the Contractor and the Contracting Officer or their designated representative shall conduct a joint inspection of access routes to the construction site, assembly areas, and the construction site.

1.6.3 Work Areas

The Contractor shall ensure that his operations will not interfere with the operation of the project or the duties of project personnel. Transport of materials and equipment shall be the responsibility of the Contractor. The Contractor shall be fully responsible for determining the methods used to transport materials and equipment to and from the areas as well as the removal of waste materials from such spaces. The Contractor shall ensure that his operations will not interfere with the operation of the project or the duties of project personnel. Work area will be coordinated and agreed on with the Resource Manager.

1.7 PERFORMANCE REQUIREMENTS

1.7.1 Period of Performance (PoP)

The contractor shall complete all work prior to 31 July 22.

1.7.2 Time of Performance

The Contractor shall notify the Points of Contact prior to start of work. The Contractor shall schedule work through the ACO. The Contractor shall coordinate work with the ACO at least 3 work days before starting work. The Contractor shall confine all operations at the work site between the hours of 7:30 AM and 4:00 PM, Monday through Friday, unless otherwise approved by the Contracting Officer. Work will not be permitted on weekends or Federal holidays unless otherwise approved by the Contracting Officer. The following is a list of Federal Holidays:

New Year's Day January 1 Martin Luther King, Jr. Day Third Monday in January President’s Day Third Monday in February Memorial Day Last Monday in May Juneteenth June 19 Independence Day July 4 Labor Day First Monday in September Columbus Day Second Monday in October Veteran’s Day November 11 Thanksgiving Day Fourth Thursday in November Christmas Day December 25

1.7.3 Protection of Government Property

The contractor shall protect all government property during the performance of this contract. All damage to existing government property as a result of the contractor’s work shall be repaired or replaced to the satisfaction of the Contracting Officer. Work area shall be cleaned by the contractor after construction is complete.

1.7.4 Protection of Personnel

The contractor shall employ adequate measures are in place to protect workers, facility operation personnel and the public from injury due to the operations being performed. All protective measures shall be in accordance with EM 385-1-1.

1.8 QUALITY ASSURANCE

1.8.1 Daily Inspection Report

Submit one copy of the daily inspection report to the Contracting Officer within 24 hours of the date recorded.

1.8.2 Pre-work Conference

After approval of submittals and before performing the fencing work, hold a Pre-work conference to review the following:

• Drawings, specifications, and submittals related to the work;

• Site access and work plan

• Fencing system components installation;

• Safety requirements; and

• Proposed schedule.

Coordinate pre-work conference scheduling with the Contracting Officer. The conference must be attended by the Contractor, the Contracting Officer's designated personnel, personnel directly responsible for the fencing work.

1.9 MEASUREMENT AND PAYMENT

Payment shall include all costs of labor, materials, supplies, equipment, supervision, cleanup, and other costs of completing the work as specified to install ~1400’ (feet) of perimeter fence. All material provided in the performance of this contract shall be new and meet the requirements of the specifications.

1.9.1 Fence Installation

a) Payment: Payment shall constitute full compensation for all costs in connection with completing this item of work as specified in paragraph 3.2.1 which includes but is not limited to clearing, grubbing, grading fence line, and removing debris. Payment shall constitute full compensation for all costs in connection with furnishing and installing fence fabric, barbed wire, top and bottom railings, line and brace posts, and brace assemblies.

b) Unit of Measure: Linear Foot (LF)

c) Payment Item: 0002 FENCE INSTALL

1.9.2 Vehicle Swing Gates

connection with furnishing and installing vehicle swing gates and required hardware

b) Unit of Measure: Each (EA)

c) Payment Item: 0003 SWINGING GATES

1.9.3 Guardrail Modification

connection with completing this item of work as specified in paragraph 3.2.11.3.

b) Unit of Measure: Job

c) Payment Item: 0004 GUARDRAIL MOD

2. MATERIALS

2.1 FENCE FABRIC

Provide ASTM A 392, Class 1, zinc-coated steel wire with minimum coating weight of

1.2 ounces of zinc per square foot. Fabricate fence fabric 9-gauge wire woven in 2” (inches) mesh conforming to ASTM A 116. Set fabric height of 96” (inches) as shown. Fabric shall be twisted and barbed on the top selvage and knuckled on the bottom selvage. Secure fabric to posts using stretcher bars or ties spaced 15” (inches) on center, or by integrally weaving to integral fastening loops of end, corner, pull, and gate posts for full length of each post. Install fabric on opposite side of posts from area being secured.

2.2 METAL POSTS

Provide posts conforming to ASTM F 1083, zinc coated. Group IA, with external coating

Type A steel pipe or Group IC steel pipe, zinc-coated with external coating Type A. Provide sizes as shown on the drawings, Reference Drawings - Point Marion Typical Fencing Details v2.pdf. Provide gate posts for the gate type specified subject to the limitation specified in drawings, Reference Drawings - Point Marion Typical Fencing Details v2.pdf.

2.3 ACCESSORIES

a) Provide accessories conforming to ASTM F 626. Ferrous accessories shall be zinc or aluminum coated.

b) Furnish truss rods for each terminal post. Provide truss rods with turnbuckles or other equivalent provisions for adjustment.

c) Furnish post caps in accordance with manufacturer's standard accessories.

d) Provide 9-gauge steel tie wire for attaching fabric to rails, braces, and posts and match the coating of the fence fabric.

e) Miscellaneous hardware coatings shall conform to ASTM A 153/A 153M unless modified.

2.4 BRACES AND RAILS

ASTM F 1083, zinc-coated, Group IA, steel pipe, size NPS 1-1/4. Group IC steel pipe, zinc-coated, shall meet the strength and coating requirements of ASTM F 1043. Braces and rails shall be Group IA or Group IC, steel pipe, size NPS 1-1/4 or Group II and be zinc coated (Type A). A top and bottom rail will be provided to match existing fence.

2.5 WIRE TIES

Provide 9-gauge galvanized steel wire for tying fabric to line posts, spaced 15” (inches) on center. For tying fabric to rails and braces, space wire ties 24” (inches) on center.

Manufacturer's standard procedure will be accepted if of equal strength and durability. FS

RR-F-191/4.

Provide wire ties constructed of the same material as the fencing fabric.

2.6 CONCRETE CRITERIA

Concrete for post footings shall be PennDOT certified ready-mix concrete or complete concrete proportioned concrete bags meeting ASTM C 837 that can be mixed on site in accordance with manufacturer’s instructions with not less than 3000 psi compressive strength at 28 days, 3” (inches) slump, and 1” (inches) maximum size aggregate.

2.7 GATES

2.7.1 GATE ASSEMBLY

Provide gate assembly conforming to ASTM F 900 and/or ASTM F 1184 of the type and swing shown. Provide gate frames conforming to strength and coating requirements of ASTM F 1083 for Group IA, steel pipe, with external coating Type A, nominal pipe size (NPS) 1-1/2” (inches). Provide gate frames conforming to strength and coating requirements of ASTM F 1043, for Group IC, steel pipe with external coating Type A or Type B, nominal pipe size (NPS) 1-1/2” (inches). Gate fabric shall be as specified for chain link fabric.

2.8 GATE LEAVES

Provide either intermediate members and diagonal truss rods or tubular members as necessary to provide rigid construction, free from sag or twist. Attach fabric to the gate frame by method standard with the manufacturer except that welding will not be permitted.

2.9 GATE HARDWARE AND ACCESSORIES

Furnish and install latches, hinges, stops, keepers, rollers, and other hardware items as required for the operation of the gate. Arrange latches for padlocking so that the padlock will be accessible from both sides of the gate. Provide stops for holding the gates in the open position.

2.10 PADLOCKS

Provide padlocks conforming to ASTM F 883, with 1/2” (inch) grade 43 high test galvanized steel chain that is securely attached to gate or gate posts. Padlocks shall be accessible from both sides of gate. Provide padlock keyed to the existing project keying system and provide two (2) keys.

2.11 BARBED WIRE

Provide three (3) strands of Zinc-Coated Steel Barbed Wire at the top of all fencing and gates, complying with ASTM A121. Barbed wire shall be Standard Size and Construction:

0.099” (inch) diameter line wire with 0.080” (inch) diameter, 4-point round barbs (or 2-point, if 4-point is not locally available) spaced not more than 5” (inch) O.C.

3. EXECUTION

3.1 UTILITIES

The electric utilities are supplied through buried conduits that traverse the area where the work is to be performed. The contractor will coordinate with utility services to protect services to the site and work personnel.

3.2 FENCE INSTALLATION

Perform complete installation conforming to ASTM F567.

3.2.1 GENERAL

Verify the layout information for chain-link fences and gates shown on pictures in relation to property survey and existing structures. Verify dimensions by field measurements.

Clear, grub, and grade fence line, removing debris and providing a 3’ (feet) clear area on either side of the fence. The fence including the 3’ (feet) of clearance is to be placed on USACE property.

3.2.2 LINE AND GRADE

Install fence to the lines and grades indicated. Space line posts equidistant at intervals not exceeding 10’ (feet), unless otherwise directed by the Contracting Officer. Terminal corner, gate, and pull) posts shall be set at abrupt changes in vertical and horizontal alignment. Provide fabric continuous between terminal posts; however, runs between terminal posts shall not exceed 500’(feet). Repair any damage to galvanized surfaces, including welding, with paint containing zinc dust in accordance with ASTM A 780.

3.2.3 EXCAVATION

Provide excavations for post footings which are drilled holes in virgin or compacted soil, of minimum sizes as indicated.

Space footings for line posts 10’ (feet) on center maximum and at closer intervals when indicated, with bottoms of the holes approximately 3” (inches) below the bottoms of the posts.

Set bottom of each post in accordance with the drawings, Reference Drawings - Point Marion Typical Fencing Details v2.pdf, below finished grade when in firm, undisturbed soil. Set posts deeper, as required, in soft and problem soils and for heavy, lateral loads.

3.2.4 POST INSTALLATION

The project site is located over compacted stone, contract should account for difficulty in excavation. Set posts plumb and in alignment. Maintain vertical alignment of posts until concrete has set.

Minimum footing diameter shall be per manufacturer’s recommendations, but no less than 10” (inches). For swing gate posts and corner posts, the foundation diameter shall be not less than 16” (inches). Top of concrete footing shall be at grade, crowned 1” (inch) minimum from center of the hole to the outer edge to shed water away from the post.

3.2.5 CONCRETE

Provide tops of footings that are trowel finished and sloped or domed to shed water away from posts. Set hold-open devices, sleeves, and other accessories in concrete.

Do not install rails and fabric until concrete has set in accordance with manufacture instructions.

3.2.6 TOP RAILS

Provide top rails that run continuously through post caps or extension arms, bending to radius for curved runs. Provide expansion couplings as recommended by the fencing manufacturer. Top rails are not depicted in the drawing, Reference Drawings - Point Marion Typical Fencing Details v2.pdf. However, top rails are required to match the fencing already installed.

3.2.7 BOTTOM RAILS

Provide bottom rail conforming to minimum size specified attached drawings, Reference Drawings - Point Marion Typical Fencing Details v2.pdf.

3.2.8 FABRIC INSTALLATION

Install chain link fabric on the side of the post indicated. Attach fabric to terminal posts with stretcher bars and tension bands. Space bands at approximately 15” (inches) intervals.

Install fabric and pull taut to provide a smooth and uniform appearance free from sag, without permanently distorting the fabric diamond or reducing the fabric height. Fasten fabric to line posts at approximately 15” (inches) intervals and fastened to all rails at approximately 24” (inches) intervals.

Cut fabric by untwisting and removing pickets. Accomplish splicing by weaving a single picket into the ends of the rolls to be joined. The bottom of the installed fabric shall be 2” (inches) plus or minus ½” (inches) above the ground.

3.2.9 STRETCHER BAR INSTALLATION

Thread stretcher bars through or clamped to fabric 4” (inches) on center and secured to posts with metal bands spaced 15” (inches) on center.

3.2.10 GATE INSTALLATION

Install gates plumb, level, and secure, with full opening without interference. Install ground set items in concrete for anchorage as recommended by the fence manufacturer. Adjust hardware for smooth operation and lubricated where necessary.

a. Install gates at the locations shown. Mount gates to swing inward. Install latches, stops, and keepers as required. Install gates as recommended by the manufacturer.

b. Attach padlocks to gates or gate posts with chains. Weld or otherwise secure hinge pins, and hardware assembly to prevent removal.

3.2.11 ACCESSORIES INSTALLATION

3.2.11.1 POST CAPS

Design post caps to accommodate top rail. Install post caps as recommended by the manufacturer.

3.2.11.2 PADLOCKS

Provide padlocks conforming to ASTM F 883, with 1/2” (inch) grade 43 high test galvanized steel chain that is securely attached to gate or gate posts. Padlocks shall be accessible from both sides of gate. Provide padlock keyed to the existing project keying system and provide two (2) keys.

3.2.12 GUARDRAIL MODIFICATION

Modify the guardrail as outlined in picture below. Contractor will demolish the guardrail from I-beam to concrete on the side of the train tracks. Contractor will dispose of demolished materials, which includes but is not limited to guardrail, bolts and nuts.

3.2.13 GROUNDING

Connect the legacy grounding system to the new grounding system. Ground fences on each side of all gates, at each corner, at the closest approach to each building located within 50’ (feet) of the fence, and where the fence alignment changes more than 15 degrees. Grounding locations can’t exceed 650’ (feet). Bond each gate panel with a flexible bond strap to its gate post. Ground fences crossed by power lines of 600 volts or more at or near the point of crossing and at distances not exceeding 150’ on each side of crossing. Provide ground conductor consisting of No. 4 AWG solid copper wire. Provide copper-clad steel rod grounding electrodes ¾” (inches) by 10’ long. Drive electrodes into the earth so that the top of the electrode is at least 6” (inches) below the grade. Where driving is impracticable, bury electrodes a minimum of 12” (inches) deep and radially from the fence, with top of the electrode not less than 2’ (feet) or more than 8’ (feet) from the fence. Exothermic welds will be used to fasten the conductor to the fence and electrodes to create electrical continuity between fence posts, fence fabric, and ground rods.

Total resistance of the fence to ground cannot exceed 25 ohms. Contractor will provide fence impedance test results.

~1400’ Pt Marion Propsed Fence with Gate Layout.

1) Install ~1400’ (feet) of new perimeter fencing in accordance with the drawings, Reference Drawings - Point Marion Typical Fencing Details v2.pdf

2) Connect the existing fence to the gate on the river side

3) Begin fence at existing post on the railroad side guardrail pole (existing pole)

4) Modify the railroad side guardrail on the interior

5) Install the fence along the access road, approximately 3’ (feet) from the road.

6) Install swing gate for access to sewage and storage access at gravel road

7) Install 90 deg turn to enclose the concrete slab

8) Install 90 deg turn to follow the property line, maintain 3’(feet) on both sides behind the concrete slab. A prefabricated building is to be installed on the slab

9) Install 90 deg turn.

10) Install a swing gate near the transformer

11) Terminate the fence on the old fence near the transformer

12) Contractor lay down

Connect the existing fence to the gate on the river side

Begin at existing post on the railroad side guardrail pole (existing pole)

Modify the Railroad Side Guardrail on the Interior, Remove Guardrail from I-Beam to Concrete.

Remove any Protuding Metal.

Dispose of Removed Guardrail and Components.

Follow the road, approximately 3’ (feet) from the road.

Install Swing Gate in line with the fence, 3’ (feet) from road

Approximate area of 90 deg turn to enclose conrete slab

Concrete Slab to be Enclosed by Fence

90 deg Turn

Follow the property line, Grub/Clear/Trim 3’ (feet) back side of fence.

Fence will be 3’ (feet) from Concrete Slab to Accommodate the Prefabricated Bldg

Approximate Location of Swing Gate 2

Connection Point between New Fence and Existing Fence (arrow)

Approximate Location of Swing Gate 2

ACCIDENT PREVENTION PLAN

Location

Project

Contract Number

Contractor Name

1. SIGNATURE SHEET.

This Accident Prevention Plan was

Prepared By:

Name

Title of corporate safety staff person

Approved By:

President

2. BACKGROUND INFORMATION

a. Contractor: Name

Address

City, State Zip

b. Contract Number W911WN-##-#-####

c. Project Name: Enter Name of Project

d. Project Description: Enter description of work

e. Name of Company’s recent accident history is included as Attachment # to this Accident Prevention Plan. Information included includes EMR, OSHA

200 Forms, and corporate safety trend analyses.

f. The Major definable features of work are:

______________________________. An Activity Hazard Analysis (AHA) will be prepared for each Major Definable Feature of Work. AHAs will be prepared in accordance with the format shown on page 4 of EM 385-1-1 and will be presented and discussed at the Preparatory Phase Inspection for the applicable feature of work.

3. STATEMENT OF SAFETY AND HEALTH POLICY

Enter statement which describes the company‘s commitment to safety.

4. RESPONSIBILITIES AND LINES OF AUTHORITIES

a. Name - Describe responsibility and accountability of personnel responsible for safety at corporate level.

b. Name - Describe responsibility and accountability of personnel responsible for safety at project level.

c. Lines of authority - Describe lines of authority (as related to safety) for this project.

5. SUBCONTRACTORS AND SUPPLIERS.

a. The following subcontractors will be working on this project:

1. List

b. The CQC System Manger (if someone else, identify) will be responsible for controlling and coordinating subcontractors and suppliers.

c. All subcontractors and suppliers performing work on site will be expected to conform to the requirements of this Accident Prevention Plan and to the requirements of EM 385-1-1.

6. TRAINING.

a. Each employee will receive a safety indoctrination consisting of a thorough review of applicable AHA’s.

b. The following is a list of mandatory training and certifications which are applicable to this project:

1. Vehicle Operator

2. Personal Protective Equipment)

3. Other

c. The following identifies requirements for periodic retraining or recertification relating to item b above.

d. The following individuals shall be trained in the contents of the Emergency Response Plan discussed in Section 12 of this Accident Prevention Plan:

e. Weekly toolbox safety meeting will be conducted at TIME every ENTER DAY OF WEEK. Each on site worker will be required to attend. Attendance will be documented. Name will be responsible for conducting these meetings.

7. SAFETY AND HEALTH INSPECTIONS.

a. Name will conduct site safety inspections on a daily basis. Any noted deficiencies will be identified on that day’s CQC Report. Deficiencies will be tracked using the table included as Attachment # to this Accident Prevention Plan.

b. The following external inspections/certifications are required for this project:

List or enter “None Required”.

8. SAFETY AND HEALTH EXPECTATIONS, INCENTIVE PROGRAMS, AND COMPLIANCE

a. Provide a statement or statements describing the company's written safety program goals, objectives, and accident experience goals for this contract.

b. Provide a brief description of the company's safety incentive programs (if any). If none, so state.

c. Provide a discussion of the company’s policies and procedures regarding noncompliance with safety requirements (to include disciplinary actions for violation of safety requirements).

d. Provide written company procedures for holding managers and supervisors accountable for safety.

9. ACCIDENT REPORTING

a. Name will submit Monthly Man-hour Exposure Reports to the Contracting Officer no later than the 5th work day of each month. The report encompasses on-site work including all hourly and salaried employees. The report will include all subcontractors working on this project.

b. Name will complete the report and submit it to the Contracting Officer within five (5) workdays.

c. Name will immediately notify the Contracting Officer and District Safety Officer of any incidents involving a fatality or permanent total disability, accidents in which three or more persons are hospitalized, accidents that result in property damage in excess of $100,000 or any accident regardless of the consequences, if it is suspected that it will result in unfavorable criticism of the Corps of Engineers.

10. MEDICAL SUPPORT

a. A list of emergency telephone numbers and a map of directions to the nearest hospital(s) is included in the Emergency Response Plan section of this Accident Prevention Plan.

b. First aid kits will be maintained on site as required in Section 3 of EM 385-1-1.

c. At least two employees on each shift will be qualified to administer first aid and CPR.

Individuals who are required to work alone in remote areas shall be trained in first aid. The following employees are certified in First Aid and CPR and a copy of their current certificates are included as Attachment # to this Accident Prevention Plan:

11. PERSONAL PROTECTIVE EQUIPMENT.

a. Outline procedures (who, when, how) for conducting hazard assessments and written certifications for use of personal protective equipment.

12. PLANS (PROGRAMS, PROCEDURES) REQUIRED BY THE SAFETY MANUAL (as applicable)

a. Hazard Communication (HAZCOM) Program (01.B.04)

Included as Attachment # to this Accident Prevention Plan is a written hazard communication program addressing as a minimum, the following: training (to include potential safety and health effects from exposure), labeling, current inventory of hazardous chemicals on site, and the location and use of Material Safety Data Sheets (MSDSs).

b. Emergency Response Plans (01.E.01, 01.E.05, 06.A.02, 19.A.04, 09.K.01, and 09.K.02)

An Emergency Response Plan is included as Attachment # to this Accident Prevention Plan. This Emergency Response Plan includes:

An Emergency Response Plan to ensure employee safety in case of fire or other emergency.

Emergency telephone numbers and reporting instructions for ambulance, physician, hospital, fire, and police. Also included is a map of directions to the nearest hospital(s). This list and map shall be conspicuously posted at the work site.

A wildfire prevention plan and a wildfire control plan for work at all facilities and areas with potential exposure to wildfire

c. Respiratory Protection Plan (05.E.01)

Name of Company‘s Respiratory Protection Plan is included as Attachment # to this Accident Prevention Plan.

d. Health Hazard Control Program (06.A.02)

Activity Hazard Analyses (AHA’s) shall consider all substances, agents, and environments that present a hazard and will recommend hazard control measures. Engineering and administrative controls shall be used to control hazards. In cases where engineering or administrative controls are not feasible, PPE may be used. The AHA shall serve as certification that a hazard assessment has been conducted.

e. Plan for Prevention of Alcohol and Drug Abuse (Defense Federal Acquisition Regulation Supplement Subpart 252.223-7004, Drug-Free Work Force)

Name of Company‘s plan for prevention of Alcohol and Drug Abuse is included as Attachment # to the Accident Prevention Plan. This plan meets the minimum requirements of

DFAR 252.223-7004.

13. Detailed site specific hazards and controls will be provided in the activity hazard analysis (AHA) for each phase of the operation (each Major

Definable Feature of Work as defined by the Contractor Quality Control Plan).

The AHA’s will provide information on how the requirements of major sections of EM 385-1-1 will be met. Particular attention shall be paid to excavations, scaffolding, medical and first aid requirements, sanitation, personal protective equipment, fire prevention, machinery and mechanized equipment, electrical safety, public safety requirements, and chemical, physical agent, and biological occupational exposure prevention requirements. AHA’s will be prepared utilizing the format shown on page 4 of EM 385-1-1.

Attachments

Attachment # - Accident History

Attachment # - Safety Deficiency Tracking Table

Attachment # - Emergency Response Plan

Attachment # - Respiratory Protection Plan

Attachment # - First Aid and CPR certificates

Attachment # - Hazard Communication (HAZCOM) Program

Attachment # - Emergency Response Plan

Attachment # - Plan for Prevention of Alcohol and Drug Abuse

ABBREVIATED QUALITY CONTROL PLAN

Location

Project

Install a liquid coating floor system in the middle wall building

Contractor Name

Contractor Address

1. SIGNATURE SHEET.

This QUALITY CONTROL PLAN was

Prepared By:

Title of Preparer

Approved By:

President/Owner

2. BACKGROUND INFORMATION

a. Contractor : Name Address City, State Zip

b. Contract Number W911WN-##-#-####

c. Project Name: Enter Name of Project

d. Project Description: Enter description of work

3. Organization

a. Name of the (QCSM) Person will perform the duties and responsibilities of the Quality Control System Manager (QCSM) for this contract.

b. It is acknowledged that Name of the (QCSM) Person shall conduct 3-phase inspections for all of the definable features of work.

c. The Name of the (QCSM) Person and the Quality Control staff reports to the project manager or someone higher (President or Owner of the Company) in the organization. List the name of the Individual that CQC reports too.

d. The Project Superintendent is Name the Superintendent. (if specs permit, the Superintendent may be the QCSM)

4. Personnel and Assignments Name of the (QCSM) Person

a. Name of the (QCSM) Person and name the staff all work for the Name of the Contractor.

b. Provide the qualification of QCSM and any staff in a Resume format.

c. Name of the (QCSM) Person has the authority to stop work which is not in compliance with the contract. (See copy of letter) In addition to the above experience and/or education requirements the CQC System Manager must have completed the course entitled "Construction Quality Management for Contractors". This course is periodically offered by the Pittsburgh District and sponsored by the Contractors Association of Western Pennsylvania. Completion of the course offered by other Corps of Engineers Districts will be accepted upon presentation of a valid certificate. Submit a copy of the Certificate.

d. Name of Superintendent

e. The Major definable features of work for this contract List the Major definable features of work for this contract. Also list any test that may be required to be performed for each definable feature of work.

A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there are frequently more than one definable features under a particular section.