Attachment_1-_Sample_Project_19_December_2016.pdf

SECTION 01 11 00

SAMPLE STATEMENT OF WORK

CONSTRUCTION

Date: December 19, 2016

1. GENERAL DISCUSSION

1.1. Project Identification

1.1.1. Project Title: Repair McVeigh Parking Lot

1.1.2. IJO Number(s): DER151345J

1.1.3. Project Package Number(s): TBD

1.2. Description of Work

1.2.1. The contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the umbrella contract specifications, this statement of work, and identified drawings to provide a complete and useable facility. This task order repairs the failing Asphalt cement concrete (ACC) pavement on the McVeigh gym parking lot and incidental works associated with the repair at Lewis Main, Joint Base Lewis-McChord (JBLM.).

1.3. Area Description

1.3.1. Location

1.3.1.1. McVeigh gym is located on JBLM, Lewis Main – just off Liggett Avenue, adjacent to Carey Theater and across the road from Waller Hall and main post library.

1.3.2. Known Existing Site Conditions:

1.3.2.1. The parking lot is in a dilapidated state with several areas having received multiple patch work/repair in the recent past and has an low overall pavement condition index (PCI)

1.3.2.1

1.4. Principal Items To Be Accomplished

1.4.1. Base Item CLIN 0001. Repair McVeigh Parking Lot (“K” Work)

Attachment 1 W911S8-17-R-0001 December 19, 2016

Demolition (See attached demolition plan: sheets #2-4)

1.4.1.1. Pulverize existing pavement. Pulverized pavement meeting gradation requirements may be used as subbase material. Haul excess pulverized material to Earthworks or other authorized location.

1.4.1.2. Demolish existing curb and gutter. Concrete shall be broken into acceptable sized pieces and delivered to Earthworks or other authorized location. See contract specifications SECTION 01 74 19 for further guidance.

1.4.1.3. Remove trees and root structures.

1.4.1.4. Demolish existing concrete/asphalt sidewalks, entrances, lightpoles and stormwater manholes/catch basins as shown on the demolition sheets.

1.4.1.5. Demolish large asphalt pad (obsolete tennis courts/skating ramp/other wooden structures on the asphalt pad`) on southeast corner of the parking and restore area to natural grounds with six (6) inches of topsoil and seeded according to contract specifications.

1.4.1.6. Excavate areas around the parking lot in preparation for the installation of bio-swales and catch basins as shown on the demolition sheets.

Repair Works

1.4.1.7. Grade parking lot based on attached conceptual grading plan shown on attached sheet #11. The recommended minimum grade for the parking lot is 2% sloped towards the bio-swales.

1.4.1.8. Provide 6-inch concrete curb and gutter along the perimeter of the parking lot as shown on attached plans. All shall be vertical curb unless otherwise stated. Provide flush curbs along the length of the Americans with Disabilities Act (ADA) access parking stall. The curbs shall provide smooth transition from asphalt pavement to concrete sidewalks

1.4.1.9. Provide bio-swales as shown on attached plans. To the extent practical, top of bio-swales shall be a minimum of 2-feet below top of pavement with 1.5 feet of topsoil/bio-swale mix. Topsoil to be provided by JBLM Earthworks but contractor shall be responsible for loading and transportation. Install wheel stops around swales. Approximate bottom square footage of swales shall be min ratio of 1:25 of swale to impermeable surface area. Side slopes to be no steeper than 3:1. Provide 12-inch minimum storm water overflow from swales to existing drainage flow with invert 1-ft below top of asphalt.

Wheel stops shall be PRECAST Portland Cement Concrete (PCC) WHEEL STOPS 6" X 10" X 6': (Reference: UFGS 32 16 13 Concrete Sidewalks and Curbs and Gutters)

1.4.1.10. Provide Portland Concrete Cement (PCC) sidewalks, entrances and ADA compliant ramps and signage where indicated. New sections of sidewalks shall match existing and provide smooth transition with widths of be six (6) feet unless otherwise indicated.

Concrete is a designated item under Section 6002 of the Resource Conservation and Recovery Act and form release agents are designated under Section 9002 of the Farm Security and Rural Investment Act. Supplied materials shall meet the recycled and biobased content requirements therein or qualify for a legally valid exception under RCRA 6002/FSRIA 9002 (note that ground granulated blast furnace slag additive to concrete is likely more conformant with EPA guidance cited at Part 23.7 of the Federal Acquisition Regulation than are coal derivatives such as fly ash, Attachment 1 W911S8-17-R-0001 December 19, 2016 ianthe.m.stevens3568 Highlight ianthe.m.stevens3568 Highlight ianthe.m.stevens3568 Highlight cenospheres, or silica fume). The contractor shall submit documentation demonstrating compliance to the COR or Government Project Manager or justification for legal exception using HJB Form 225 (submitted per instructions on the form).

https://sftool.gov/greenprocurement/green-products/1/construction-materials/29/cement-concrete/0?addon=False https://sftool.gov/greenprocurement/green-products/16/roadway-construction/61/concrete-asphalt-release-fluids/0 http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf https://www.epa.gov/sites/production/files/2015-09/documents/finaleppguidance.pdf

1.4.1.11. Compact subgrade and provide new 6” of base course material.

1.4.1.12. Provide Hot-mix Asphalt (HMA) pavement matching the conceptual grading plan shown on attached sheet #11 with a minimum of 2% slope, based of reasonably achievable slope configurations within the limit space. Pavement thickness shall be a minimum of 4.5” and shall be placed in 2 lifts. Tack coats shall be provided between lifts and at all vertical paved surfaces.

1.4.1.13. Provide new catch basins, storm lines, and manholes as shown on attached plans. Storm lines shall be capable of transferring water at minimal slopes with a Manning roughness coefficient of

0.009 or less.

1.4.1.14. Provide a flat and levelled asphalt concrete pad, matching the properties of repaired parking lot, on the southeast corner of the project site, as shown on attached sheet #7 of 11.

1.4.1.15. Provide parking lot lights as shown on attached plan sheets #8-11. Pertinent details pertaining to the lighting plan include Relocation of service panel, installation of parking light contactors and connection to existing power. Furthermore, underground power distribution shall be in accordance with JBLM design requirements. Coordination with Directorate of Public Works (DPW) and building occupants will be necessary to ensure that power outages are avoided or minimized. Vaults in paved areas shall be traffic rated. 1-inch diameter conduit, minimum schedule 40, and stub out shall be used for proposed parking lot lights. Light bases shall measure a minimum of 30 inches above finished grade.

In accordance with Section 104 of the Energy Independence Act of 2005, lights shall meet any applicable FEMP efficiency requirements.

http://energy.gov/eere/femp/covered-product-category-exterior-lighting

Fluid-filled transformers are designated under Section 9002 of the Farm Security and Rural Investment Act. Supplied materials shall meet the biobased content requirements therein or qualify for a legally valid exception under FSRIA 9002. The contractor shall submit documentation demonstrating compliance to the COR or Government Project Manager or justification for legal exception using HJB Form 225 (submitted per instructions on the form).

https://sftool.gov/greenprocurement/green-products/8/miscellaneous/100/fluid-filled-transformers/0

1.4.1.16. Provide restoration. All areas of pavement demolition shall be restored with six (6) inches of topsoil and seeded according to contract specification unless otherwise indicated. Contractor

Attachment 1 W911S8-17-R-0001 December 19, 2016 https://sftool.gov/greenprocurement/green-products/1/construction-materials/29/cement-concrete/0?addon=False%20 https://sftool.gov/greenprocurement/green-products/1/construction-materials/29/cement-concrete/0?addon=False%20 https://sftool.gov/greenprocurement/green-products/16/roadway-construction/61/concrete-asphalt-release-fluids/0 https://sftool.gov/greenprocurement/green-products/16/roadway-construction/61/concrete-asphalt-release-fluids/0 http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf https://www.epa.gov/sites/production/files/2015-09/documents/finaleppguidance.pdf http://energy.gov/eere/femp/covered-product-category-exterior-lighting https://sftool.gov/greenprocurement/green-products/8/miscellaneous/100/fluid-filled-transformers/0 https://sftool.gov/greenprocurement/green-products/8/miscellaneous/100/fluid-filled-transformers/0 ianthe.m.stevens3568 Highlight shall ensure that seed takes either providing temporary irrigation or planting during appropriate times.

Landscaping materials used shall meet all applicable recycled and/or biobased content requirements under Section 6002 of the Resource Conservation and Recovery Act and Section 9002 of the Farm Security and Rural Investment Act unless qualifying for a legally valid exception under those laws. The contractor shall submit documentation demonstrating compliance to the COR or Government Project Manager or justification for legal exception using HJB Form 225 (submitted per instructions on the form).

https://sftool.gov/greenprocurement/green-products/6/landscaping-products/0

1.4.1.17. Provide striping. Ensure paint meets Federal Standard TT-P-1952F. Paint shall be submitted for hazardous material authorization and reporting per paragraph 6.6 below.

1.4.1.18. Provide as-builts plans in both PDF and CAD to the contracting officer’s representative (COR), showing the final layout of the installed parking lot and all features at the end of the project.

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this Task Order within ten (10) calendar days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 150 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required closeout documentation.

2.2. Construction Phasing Requirements

2.2.1. Construction shall be phased such that reasonable access to McVeigh Gym is maintained at all times. Coordination with the office of Morale, Welfare and Recreation (MWR) and the COR shall be required so that the parking lot is available for use during key functions.

2.3. Liquidated Damages

2.4. Liquidated damages shall be in accordance with the base contract

3. DRAWINGS

3.1 Contract Drawings

3.1.1. The drawings outlined below (Contained within Appendix A) are provided to aid in conceptual guidance.

Drawing Number

Sheet Number

Title Rev Number

Date

1 1 Overview 6/9/2016 2 2 Demolition 6/9/2016

Attachment 1 W911S8-17-R-0001 December 19, 2016 https://sftool.gov/greenprocurement/green-products/6/landscaping-products/0

3 3 Demolition 6/9/2016 4 4 Demolition 6/9/2016 5 5 New Pavement 6/9/2016 6 6 New Pavement 6/9/2016 7 7 New Pavement 6/9/2016 8 8 New Electrical 6/9/2016 9 9 New Electrical 6/9/2016 10 10 New Electrical 6/9/2016 11 11 Details 6/9/2016

Other Supporting documents in Appendix A are :

Content Pages Date Stormwater Management Manual for Western Washington, Volume V

– Runoff Treatment BMPs- Biowhale Seed Mix

Page 9-8 August

UFGS Section 37 71 01 with JBLM Standards Pages 1-

8/25/2016

3.1.2. Dimensions and utility locations are approximate and must be verified in the field.

4. SPECIFICATIONS AND CODES

4.1. Codes

4.1.1. The Contractor shall comply with the most recent edition, at time of solicitation, of all pertinent local, State, and Federal building and life/health/safety codes, to include the following:

a. Applicable Unified Facilities Criteria (UFC)

b. UFC 1-200-01: General Building Requirements

c. UFC 1-200-02: High Performance and Sustainable Building Requirements

d. EM 385-1-1 (http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

e. National Electric Code

f. National Fire Protection Association (NFPA) Codes

g. Telecommunication Industry Association/Electrical Industry Association Wiring Standards (Building Telecommunication Wiring Standards)

h. Army Installation Information Infrastructure Architecture Policy (I3A)

i. USACE Energy and Water Conservation Design Guide (http://www.wbdg.org/references/pa_dod_energy.php)

j. JBLM Design Standard specifications (http://www.lewis-mcchord.army.mil/designstandards/)

k. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste Planning and Reporting (Available through government Project Manager)

l. ASA IE&E SDD Policy http://www.asaie.army.mil/Public/IE/doc/ASA(IEE)-SDD-policy-update-(16-Dec-2013).pdf

4.2. Specifications

Attachment 1 W911S8-17-R-0001 December 19, 2016 http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx http://www.wbdg.org/references/pa_dod_energy.php http://www.lewis-mcchord.army.mil/designstandards/ http://www.asaie.army.mil/Public/IE/doc/ASA(IEE)-SDD-policy-update-(16-Dec-2013).pdf http://www.asaie.army.mil/Public/IE/doc/ASA(IEE)-SDD-policy-update-(16-Dec-2013).pdf

4.2.1. The contractor shall comply with all relevant specification sections as set forth in the base contract.

4.2.2. In addition to the Unified Facilities Guide Specifications (UFGS) Sections provided as part of the base contract, the below list of Technical Specification Sections are pertinent to this project and shall be included in the specifications for construction. An omission from this list does not relieve the contractor from adhering to the specifications for that feature of work necessary to meet manufacturer's certification and all applicable building codes.

Section No. Specification Section Name

37 71 01 Overhead Transmission and Distribution Bioswale Seed Mix (Attached)

5. SUBMITTALS

5.1.1. Project Submittal Requirements All submittals shall be submitted in accordance with the specification section titled SUBMITTAL PROCEDURES. Required submittals are identified in their applicable specification sections.

5.1.2. In addition to the requirements as outlined in the specification section titled SUBMITTAL PROCEDURES, an electronic copy of each submittal shall be provided to the Government.

Delivery method shall be decided during the Construction Quality Control (CQC) coordination meeting.

5.2. Close-out Submittal Requirements

5.2.1. The Contractor shall provide closeout submittals as required by the contract specifications.

5.2.2. The Contractor shall provide a Letter of non-retention for all contract documents, plans, drawings, and specifications after the destruction of all copies that are not required by the contractor to meet legal requirements.

6. ENVIRONMENTAL AND CULTURAL RESOURCES

6.1. Asbestos Containing Material

6.1.1. An Asbestos Hazard Emergency Response Act (AHERA) survey is not required as part of this project.

6.2. Lead-Containing Paint

6.2.1. A lead paint survey is not required as part of this project.

6.3. Environmental Coordination

6.3.1. The Contractor shall comply with all Joint Base Lewis-McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental Protection and Enhancement) and Design Standards specification section 01 57 20.00 10 (Environmental Protection). This includes the submission of an Environmental Protection Plan prior to commencement, as detailed in section 01 57 20.00 10. The JBLM Environmental Division will review the Plan and provide any necessary corrections or additions to the Contracting Officer or the COR. Regulation 200-1 and specification section 01 57 20.00 10 are available at the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/).

6.3.2. Any wastewater generated during this project is subject to JBLM EPA MS4 Storm Water Permit.

To comply with the permit all contaminated wastewater produced by this project must be collected, processed, characterized, and disposed of into the JBLM sanitary sewer system or another authorized disposal method. JBLM sanitary sewer discharge requires a JBLM Sanitary Sewer Discharge Permit, which is issued by DPW Waste Water Treatment Plan. Prior to discharge a laboratory analysis of the wastewater may be required for review and approval by Wastewater Plant Personnel. Process water is not authorized to discharge to the ground or JBLM storm sewer. The Environmental Protection Plan for the project should identify any potential wastewater generation and the process to which that water will be properly disposed.

6.4. Sustainable Acquisition

6.4.1. In order to comply with federally mandated sustainable acquisition requirements and, Department of Defense (DOD) and Department of the Army (DA) Green Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include: recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. These elements are described on the Office of Federal Procurement Policy website (http://www.whitehouse.gov/omb/procurement_index_green/). For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/GreenProcurement.

6.4.2. Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the “Reference Manuals” section of the JBLM Design Standards webpage (http://www.lewis-mcchord.army.mil/designstandards/index1.htm).

6.4.3. The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or the COR for further guidance and exception requirements. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable Acquisition Exception). The form is available at http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil.

6.5. Environmental Management System

6.5.1. PW is responsible for day-to-day management of the Joint Base Lewis-McChord (JBLM) environmental program. The JBLM Environmental Management System (EMS) outlines procedures and provides guidance that addresses the operation, maintenance, support, and repair of facilities and infrastructure at JBLM. The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use.

6.5.2. In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project. The installation policy can be found at http://www.lewis-

Attachment 1 W911S8-17-R-0001 December 19, 2016 http://www.lewis-mcchord.army.mil/designstandards/ http://www.whitehouse.gov/omb/procurement_index_green/ https://sftool.gov/GreenProcurement http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/index1.htm http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil mailto:usarmy.jblm.imcom.list.dpw-green-procurement@mail.mil mcchord.army.mil/publicworks/sustainability/EMS/environ_policy.aspx (click on JBLM Policy).

Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470).

An environmental awareness training resource is available to the Contractor at http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx

6.6. Hazardous Materials

6.6.1. For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure, product data sheets and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM) Pollution Prevention Program (usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil) prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use if they are not already on the JBLM installation Authorized Use List. The Contractor shall not use any hazardous materials not authorized by Pollution Prevention.

6.6.2. For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. [If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January.] For any hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed to the Contracting Officer or their representative with usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution Prevention Program (966-6469).

6.7. Archaeological Requirements

6.7.1. Joint Base Lewis-McChord contains many unmarked archaeological sites that may be eligible for listing in the National Register of Historic Places.

6.7.2. In the event that human remains, artifacts, or features of archaeological interest are inadvertently discovered, the contractor shall do the following:

6.7.2.1. Immediately cease activity in the vicinity of the discovery.

6.7.2.2. Stabilize and protect such discoveries from further disturbance or public disclosure.

6.7.2.3. Provide immediate notice (no longer than 24 hours following discovery) by telephone and email to the Installation Cultural Resource Manager and Contracting Officer's Representative.

6.7.2.4. Work may not proceed in the vicinity of the discovery until authorized to proceed by the Installation Cultural Resource Manager and the Contracting Officer's Representative.

6.8. Construction and Demolition (C&D) Waste Planning and Reporting

6.8.1. The contract is required to achieve a minimum of 60% waste diversion.

Attachment 1 W911S8-17-R-0001 December 19, 2016 http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx http://www.lewis-mcchord.army.mil/publicworks/sustainability/EMS/EnvTraining.aspx mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil mailto:usarmy.jblm.imcom.list.dpw-hm-inventory@mail.mil

6.8.2. Complete CD Diversion and Disposal Reporting Form Final IAW CD Diversion and Disposal Reporting Form Instructions dated 011214 (provided under separate cover).

6.9. Excess soils and clearing and grubbing debris

6.9.1. JBLM shall accept excess or unsuitable soils from construction and demolition projects for placement in assigned borrow pits/source areas on its installations upon approval of a “Borrow Source Area Use Authorization Form” by DPW/ED staff prior to delivery of the soils. In addition, excess or unsuitable soils designated for hauling to borrow pits shall not contain any land clearing debris, shall not be contaminated and may only contain a minimum of sod. Formal soils analyses are required for all suspect soils (based on project location, historical data, appearance) Chemical contamination probabilities shall be determined by DPW/ED staff, based on the history and prior use of the project site, prior to approval of the “Borrow Source Area Use Authorization Form”.

Use of the JBLM borrow source pits for soil stockpiling and reclamation purposes must be pre-authorized by designated DPW/ED staff. Contractors shall also be required to place soil in the borrow source areas in an organized and planned manner, per direction of DPW/ED staff. To contact designated DPW/ED staff for the Borrow Source Area Use Authorization Form and soil placement coordination, call (253) 967-3803.

6.9.2. Logs, stumps, roots, brush, limbs and other organic based debris from the clearing and grubbing of land, except for salable timber, shall be diverted from landfill disposal when economically possible.

Landfill disposal shall be the last option. Diversion and disposal shall be at the contractor's expense. On a case by case, pre-coordinated situation; Logs, stumps, roots, brush, limbs and other organic based debris may be shredded and left on site or taken to the JBLM approved site or disposed of at a permitted off-site disposal facility at the contractor's expense. POC at the Earthworks: Solid Waste Program Manager: 253-966-1801, Solid Waste and Recycling Program support: 253-966-6452 or 2814 or 967-3803.

7. SPECIAL ACCESS REQUIREMENTS

7.1. Reserved.

8. OTHER CONDITIONS AFFECTING WORK

8.1. Work Coordination

8.1.1. Interfacing With Others

8.1.1.1. The Contractor shall plan his work activities in a manner such that there will be minimal interference and inconvenience to ongoing traffic and daily operations in the facility and local areas.

8.1.1.2. All work will be scheduled and coordinated with the Government Project Management Team or their designee at all times.

8.1.1.3. The Contractor may not block traffic, roads, access routes, or exits without prior coordination with the Project Manager or other authorized Government representative.

8.1.1.4. reserved

8.1.2. Pre-Construction Conference

8.1.2.1. The Contractor shall attend a pre-work meeting presided over by the Project Manager prior to commencing construction activities. The Contractor shall contact the Project Manager within ten

(10) business days of issuance of the Task Order NTP to establish a date and time for the preconstruction meeting. The Contractor shall submit a site-specific construction schedule and a site specific Work Plan at that meeting for government approval unless these items have been previously approved by the government. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations, start, and finish times.

8.1.3. Pre-Construction CQC Coordination Meeting

8.1.3.1. The Contractor shall attend a CQC Coordination meeting held in accordance with specification section titled QUALITY CONTROL.

8.2. Contractor Personnel and Sub-Contractor Qualifications

8.2.1. Contractor personnel shall meet the qualification requirements as outlined in the Base Contract.

8.3. Site Safety and Health Officer

8.3.1. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the specification section titled GOVERNMENTAL SAFETY REQUIREMENTS.

8.4. Construction Quality Control System Manager

8.4.1. The Contractor shall provide a Construction Quality Control (CQC) System Manager as required in the specification section titled QUALITY CONTROL.

8.5. Compliance with Rules, Regulations, and Statutes

8.5.1. All contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, and hazardous material handling while performing this Task Order. All work shall meet or exceed all applicable industry standards.

8.6. Firearms

8.6.1. Contractor personnel shall carry no firearms while performing work under this Contract.

8.7. Work Hours

8.7.1. The construction activity period shall be restricted to 7:30 a.m. to 4:30 p.m. daily, Monday through Friday, excluding Federal holidays. Work hours other than as specified above shall be coordinated with and approved by the Contracting Officer's Representative.

8.8. Site Utilities

8.8.1. Outages

8.8.1.1. Any utility outages, including but not limited to, electrical, mechanical, and plumbing systems, shall be coordinated at least ten (10) working days prior to proposed outages. Outages shall be scheduled to minimize interruptions to normal using agency operations.

8.8.2. Potable Water

8.8.2.1. The Government shall make available to the Contractor, from existing outlets and supplies, reasonable amounts of potable water without charge. The Contractor shall conserve potable water furnished. The Contractor at its own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction. All connections must be coordinated through the Directorate of Public Works.

8.8.3. Electricity

8.8.3.1. Subject to available supply, the Government, without charge, shall make reasonable amounts of electric current available to the Contractor for performing work at the work area. The Contractor shall conserve electric current furnished. The Contractor at its own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance of construction.

8.9. Permits

8.9.1. The Contractor shall obtain and submit copies of ALL permits, unless otherwise specified. Each permit shall be obtained before starting the respective items of work. This includes, but is not limited to, permits necessary for decontaminating water and sewer systems, and digging permits.

8.9.2. Once utilities have been marked as part of the dig permit process, the contractor shall document (photographs and plan drawings) and maintain the markings for the duration of the project.

8.10. Safety

8.10.1. USACE Safety and Health Requirements Manual (EM 385-1-1), available online at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx, shall be considered to be a part of this Task Order and will be enforced as such. The Contractor shall prepare an accident prevention plan in accordance with the most current version of EM 385-1-1.

8.10.2. The Traffic Control Plan, as required in section 08 of the EM 385-1-1, shall be prepared in accordance with the Manual on Uniform Traffic Control Devices.

8.11. Operation and Maintenance Requirements

8.11.1. Operation and maintenance manuals as required by the UFGS Technical Specifications (Divisions 2 thru 48), shall be provided by the Contractor, and edited as required. The intent of the O&M Manuals is to promote and maximize the efficiency, economy, safety, and effectiveness of the life cycle operation, maintenance, and repair of the facility.

8.12. Construction Facilities And Temporary Controls

8.12.1. A staging area is not available for use at the project site.

8.12.2. The Contractor is responsible for security of its own property and security of government property when construction activities affect existing security measures.

Attachment 1 W911S8-17-R-0001 December 19, 2016 http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx

8.12.3. The Contractor shall provide and maintain portable toilet facilities at the site for the use of contractor and subcontractor personnel, as required by the EM 385-1-1. The units shall be emptied and cleaned at least once a week, or more often if required by the contracting officer. The doors to the unit shall be self-closing. Additionally, the toilet units shall be located out of public view as the site allows.

9. Government-Furnished Material/Equipment

9.1. Reserved

10. Anti-Terrorism (AT) and Operational Security (OPSEC)

10.1. AT Level I Training. All contractor and subcontractors required to work on JBLM shall complete AT Level 1 awareness training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the annual AT Level 1 training has been or will be completed by all employees and subcontractors prior to commencing any work on JBLM. Training certificates shall be maintained and be available for inspection. Compliance may be verified by government’s Quality Assurance Representative (QAR). AT Level 1 awareness training is available at the following website: https://jkodirect.jten.mil

10.2. Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall comply with Joint Base Lewis-McChord security regulations:

JBLM Regulation 210-1, Fort Lewis Post Regulations, Chapter 7, section XVII; JBLM Regulation 190-16, Access to and Conduct While upon the Fort Lewis Military Reservation; and JBLM Regulation 190-5, Installation Traffic Code. All contractors requesting a pass for access to JBLM will be required to present an Installation Contractor / Vendor Pass Request Form (Technical Exhibit

18) when processing at a Visitor Center. The form is required to be completely filled out when presented at the Visitor Center. There is a portion on the form for the contractor employee (applicant), the contractor, and the Government Agent that has oversight of the contract/project in which the contractor employee is working.

Contractor employees shall display either contractor-provided identification badges or the identification badges issued under the RAPIDGate Program. If the contractor does not participate in the RAPIDGate program, the Contractor shall develop a contractor-provided identification badge made of nonmetallic material, easily readable and include the employee's name, the contractor's name, and a recent color photograph of the employee. Specific requirements for identification badges issued under the RAPIDGate Program are Appendix B, Local Instructions, paragraph 4.13, Identification of Contractor's Employees RAPIDGate Program. Contractor personnel shall wear the identification badge at all times when performing work under this contract at a Government site, including while attending Government meetings that may take place outside the Government facility.

Each contractor employee shall wear the identification badge in a conspicuous place on the front of exterior clothing and above the waist except when safety or health reasons prohibit such placement.

The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. 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.

Attachment 1 W911S8-17-R-0001 December 19, 2016 https://jkodirect.jten.mil/

10.3. iWATCH. All contractor employees and their subcontractors required to work on JBLM shall complete iWatch training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the one-time iWatch training has been or will be completed by all employees and subcontractors prior to commencing any work on JBLM. Government QA may verify compliance. iWatch training is available at the following website:

https://www.bliss.army.mil/iWATCH/.http://www.lewis-mcchord.army.mil/des/iWATCH%20Trng%20.pptx. This training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity. Report the suspicious activity to the JBLM Fusion Center (CRIMINT) 253-966-7303/7320, 911 or usarmy.jblm.imcom.list.des-fusion-cell@mail.mil. The “Report Suspicious Activity” flyer will be posted at the job site.

10.4. OPSEC

10.4.1. Operations security (OPSEC) denies adversaries sensitive information, critical information or essential elements of friendly information. This information requires special protection from disclosure that could cause compromise or threat to our National Security, an Army organization, activity, family member, DA civilian, or DOD contractor. OPSEC is everyone’s responsibility that comes in contact with the information. Information that is described below must be controlled, and if the information is in digital or hardcopy format, it needs to be destroyed at contract completion.

Control includes not disclosing the information to personnel who do not have the need to have this information; if digital do not post in a manner open to the public (on cloud storage or publicly available site) and if hard copy secure in a locked area (office, trailer, vehicle) Examples which may be deemed sensitive include but are not limited to information related to:

• Unit structuring

• manning

• equipment

• Training and readiness

• vulnerabilities

• administration and personnel

• Military Operations Planning

• intelligence, counterintelligence

• security

• logistics

• deploying

• acquisition plans

• capabilities

• morale

• financial data and funding

• Drawings, blue prints, as-builts and designs

• utility systems information (electrical, water, waste water, storm water, gas, communications)

10.4.2. Handle any attempt by unauthorized personnel to solicit sensitive information (for example computer breach or questioning employees on or off JBLM) as a Threat Awareness and Reporting.

Program (TARP) incident. Report all facts immediately to the JBLM Fusion center (iWatch para 10.3) and inform the COR.

Attachment 1 W911S8-17-R-0001 December 19, 2016 http://www.lewis-mcchord.army.mil/des/iWATCH%20Trng%20.pptx http://www.lewis-mcchord.army.mil/des/iWATCH%20Trng%20.pptx mailto:usarmy.jblm.imcom.list.des-fusion-cell@mail.mil

10.4.3. OPSEC Level I Training. All contractor employees and their subcontractors required to work on JBLM or have access to contract documents shall complete Level I OPSEC training prior to commencing work on JBLM. The contractor shall submit a signed company letter stating the annual Level I OPSEC training has been or will be completed by all employees prior to commencing any work on JBLM. Training certificates shall be maintained and be available for inspection. Compliance may be verified by government QA. Level I OPSEC training is available at the following website: http://cdsetrain.dtic.mil/opsec/ .

10.5 E-Verify. The Contractor and subcontractors shall pre-screen all employees required to work on JBLM using the E-Verify website (http://www.dhs.gov/E-Verify) to meet the established employment eligibility requirements. The Contractor shall ensure that the employee has two valid forms of Government-issued identification to ensure the correct information is entered into the E-verify system.

The contractor shall submit a signed company letter stating all employees have or will be screened in E-Verify prior to commencing any work on JBLM.

Attachment 1 W911S8-17-R-0001 December 19, 2016 http://cdsetrain.dtic.mil/opsec/

SECTION 33 71 01 Page 1

JOINT BASE LEWIS-MCCHORD DESIGN STANDARDS

SECTION 33 71 01 - OVERHEAD TRANSMISSION AND DISTRIBUTION

Design Requirements

a. Joint Base Lewis-McChord’s distribution system is a single-point-grounded system operating at 13,800 volts. Joint Base Lewis-McChord has adopted Tacoma Public Utilities (TPU) design criteria as “industry standards” for utility construction. In an attempt to provide standardized construction practices at Joint Base Lewis-McChord, specific utility construction configurations from TPU’s design standards have been selected and are provided herein.

Additional construction details and specifications can be can be found at TacomaPower.com and can be utilized on a case by case basis with Public Works permission.

b. Genveral Overhead construction requirements:

All new construction shall be underground unless dictated otherwise by special circumstance.

Pole-mounted three-phase transformer banks shall be no larger than 3-75KVA. Pole-mounted single-phase transformers shall be no larger than 100KVA.

Pole-mounted transformers shall have separate ground for lightning arrestors, case grounds, and neutral conductor. (Neutral ground is isolated per NESC.)

Construction shall be Grade B per the National Electrical Safety Code (NESC), ANSI C2.

Size, sag, and support overhead conductors per NESC and TPU standards.

Lightning arresters, appropriately sized, shall be provided at all risers, dead-end poles, and at each overhead and pad-mounted transformer. All cross-arms shall be 9 foot in length unless application requires longer/larger arms.

Primary risers shall be constructed using alley-arm construction with arms parallel to main line Splices and dead-ends shall be of the automatic type. Deadends shall be polymer-type.

Stirrups and other connections shall be made using compression type connectors listed for the application.

Fused disconnects shall be of the loadbreak type.

Power poles shall be rated Class 2.

Secondary conductor connections shall be made using compression-type connectors.

c. Non-free-breathing electrical equipment containing dielectric fluid shall be furnished with Natural (Vegetable Oil) Ester Fluid per ASTM D 6871 – 03 (2008) and IEEE C57.147.

SECTION 33 71 01

OVERHEAD TRANSMISSION AND DISTRIBUTION

07/06

PART 1 GENERAL

APPENDIX A

SECTION 33 71 01 Page 2

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.

ALLIANCE FOR TELECOMMUNICATIONS INDUSTRY SOLUTIONS (ATIS)

ATIS O5.1 (2002; Supple A 2003; Supple B 2003; Supple C 2004) Specifications and Dimensions (for Wood Poles)

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI C135.14 (1979) Staples with Rolled or Slash Points for Overhead Line Construction

ANSI C135.30 (1988) Zinc-Coated Ferrous Ground Rods for Overhead or Underground Line Construction

AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA)

AWPA C1 (2003) All Timber Products - Preservative Treatment by Pressure Processes

AWPA C25 (2003) Sawn Crossarms - Preservative Treatment by Pressure Processes

AWPA C4 (2003) Poles - Preservative Treatment by Pressure Processes

ASME INTERNATIONAL (ASME)

ASME B16.11 (2005) Forged Fittings, Socket-Welding and Threaded

ASTM INTERNATIONAL (ASTM)

ASTM A 123/A 123M (2008) Standard Specification for Zinc (Hot- Dip Galvanized) Coatings on Iron and Steel Products

ASTM A 153/A 153M (2005) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A 167 (1999; R 2004) Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural Steel

ASTM A 53/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

SECTION 33 71 01 Page 3

ASTM A 575 (1996; R 2007) Standard Specification for Steel Bars, Carbon, Merchant Quality, M- Grades

ASTM A 576 (1990b; R 2006) Standard Specification for Steel Bars, Carbon, Hot-Wrought, Special Quality

ASTM B 1 (2001; R 2007) Standard Specification for Hard-Drawn Copper Wire

ASTM B 117 (2007a) Standing Practice for Operating Salt Spray (Fog) Apparatus

ASTM B 2 (2008) Standard Specification for Medium- Hard-Drawn Copper Wire

ASTM B 230/B 230M (2007) Standard Specification for Aluminum 1350-H19 Wire for Electrical Purposes

ASTM B 231/B 231M (2004) Standard Specification for Concentric- Lay-Stranded Aluminum 1350 Conductors

ASTM B 232/B 232M (2001e1) Standard Specification for Concentric-Lay-Stranded Aluminum Conductors, Coated-Steel Reinforced (ACSR)

ASTM B 3 (2001; R 2007) Standard Specification for Soft or Annealed Copper Wire

ASTM B 398/B 398M (2002; R 2007) Standard Specification for Aluminum-Alloy 6201-T81 Wire for Electrical Purposes

ASTM B 399/B 399M (2004) Standard Specification for Concentric- Lay-Stranded Aluminum-Alloy 6201-T81 Conductors

ASTM B 8 (2004) Standard Specification for Concentric- Lay-Stranded Copper Conductors, Hard, Medium- Hard, or Soft

ASTM D 117 (2002) Standard Guide for Sampling, Test Methods, Specifications and Guide for Electrical Insulating Oils of Petroleum Origin

ASTM D 1654 (2008) Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments

ASTM D 3487 (2000; R 2006) Standard Specification for Mineral Insulating Oil Used in Electrical Apparatus

ASTM D 6871 (2003) Standard Specification for Natural (Vegetable Oil) Ester Fluids Used in Electrical Apparatus

ASTM D 709 (2001; R 2007) Laminated Thermosetting Materials

ASTM D 877 (2002; R 2007) Standard Test Method for Dielectric Breakdown Voltage of Insulating Liquids Using Disk Electrodes

ASTM D 92 (2005a) Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester

ASTM D 97 (2008) Pour Point of Petroleum Products

FM GLOBAL (FM)

FM P7825 (2005) Approval Guide

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C135.1 (1999) Standard for Zinc-Coated Steel Bolts and Nuts for Overhead Line Construction

IEEE C135.2 (1999) Threaded Zinc-Coated Ferrous Strand- Eye Anchor Rods and Nuts for Overhead Line Construction

IEEE C135.22 (1988) Zinc-Coated Ferrous Pole-Top Insulator Pins with Lead Threads for Overhead Line Construction

IEEE C2 (2007; Errata 2007; INT 2008) National Electrical Safety Code

IEEE C37.32 (2002) High-Voltage Switches, Bus Supports, and Accessories - Schedules of Preferred Ratings, Construction Guidelines and Specifications

IEEE C37.41 (2000) Design Tests for High-Voltage Fuses, Distribution Enclosed Single-Pole Air Switches, Fuse Disconnecting Switches, and Accessories

IEEE C37.42 (1996) High Voltage Expulsion Type Distribution Class Fuses, Cutouts, Fuse Disconnecting Switches and Fuse Links**

IEEE C37.63 (2005) Requirements for Overhead, Pad- Mounted, Dry-Vault, and Submersible Automatic Line Sectionalizers for AC Systems

SECTION 33 71 01 Page 4

IEEE C57.12.00 (2006) Standard General Requirements for Liquid-Immersed Distribution, Power, and Regulating Transformers

IEEE C57.12.20 (2005) Transformers -- Overhead Type Distribution Transformers, 500 KVA and Smaller: High Voltage 34 500 Volts and Below:

Low Voltage, 7970/13 800 Y Volts and Below

IEEE C57.12.28 (2005) Standard for Pad-Mounted Equipment - Enclosure Integrity

IEEE C57.12.90 (2006) Standard Test Code for Liquid-Immersed Distribution, Power, and Regulating Transformers

IEEE C57.15 (1999) Requirements, Terminology, and Test Code for Step-Voltage Regulators

IEEE C57.147 2008) Guide for Acceptance and Maintenance of Natural Ester Fluids in Transformers

IEEE C62.11 (2005; Amendment A 2008) Standard for Metal- Oxide Surge Arresters for Alternating Current Power Circuits (>1kV)

IEEE Std 100 (2000) The Authoritative Dictionary of IEEE Standards Terms

IEEE Std 18 (2002) Standard for Shunt Power Capacitors

IEEE Std 404 (2006) Extruded and Laminated Dielectric Shielded Cable Joints Rated 2500 V Through 500 000 V

INTERNATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

NETA ATS (2003) Acceptance Testing Specifications

INTERNATIONAL ELECTROTECHNICAL COMMISSION (IEC)

IEC 62271-111 (2005) High Voltage Switchgear And Control Gear Part 111: Overhead, Pad-Mounted, Dry Vault, And Submersible Automatic Circuit Reclosers And Fault Interrupters For Alternating Current Systems Up To 38 Kv

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA C135.4 (1987) Zinc-Coated Ferrous Eyebolts and Nuts for Overhead Line Construction

NEMA C29.2 (1992; R 1999) Standard for Insulators - Wet- Process Porcelain and Toughened Glass - Suspension Type

SECTION 33 71 01 Page 5

SECTION 33 71 01 Page 6

NEMA C29.3 (1986; R 2002) Standard for Wet Process Porcelain Insulators - Spool Type

NEMA C29.4 (1989; R 2002) Standard for Wet-Process Porcelain Insulators - Strain Type

NEMA C29.5 (1984; R 2002) Wet-Process Porcelain Insulators (Low and Medium Voltage Pin Type)

NEMA C29.7 (1996; 2002) Standard for Wet Process Porcelain Insulators - High-Voltage Line Post Type

NEMA WC 70 (1999; Errata 2001) Standard for Non-Shielded Power Cable 2000 V or Less for the Distribution of Electrical Energy

NEMA WC 71 (1999) Standard for Nonshielded Cables Rated 2001-5000 Volts for use in the Distribution of Electric Energy

NEMA WC 74 (2006) Standard for 5-46 kV Shielded Power Cable for use in the Transmission and Distribution of Electric Energy

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2007; AMD 1 2008) National Electrical Code - 2008 Edition

ORGANISATION FOR ECONOMIC CO-OPERATION AND DEVELOPMENT (OECD)

OECD Test 203 (1992) Fish Acute Toxicity Test

U.S. DEPARTMENT OF AGRICULTURE (USDA)

RUS 202-1 (2004) List of Materials Acceptable for Use on Systems of RUS Electrification Borrowers

RUS Bull 1728H-701 (1993) Wood Crossarms (Solid and Laminated), Transmission Timbers and Pole Keys

RUS Bull 345-67 (1998) REA Specification for Filled Telephone Cables, PE-39

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 600/4-90/027F (1993) Methods for Measuring the Acute Toxicity of Effluents and Receiving Waters to Freshwater and Marine Organisms

EPA 712-C-98-075 (1996) Fate, Transport and Transformation Test Guidelines - OPPTS 835.3100- "Aerobic Aquatic Biodegradation"

SECTION 33 71 01 Page 7

UNDERWRITERS LABORATORIES (UL)

UL 467 (2007) Standard for Grounding and Bonding Equipment

UL 486A-486B (2003; Rev thru Aug 2006) Standard for Wire Connectors

UL 510 (2005; Rev thru Aug 2005) Polyvinyl Chloride, Polyethylene, and Rubber Insulating Tape

UL 6 (2007) Standard for Electrical Rigid Metal Conduit-Steel

1.2 DEFINITIONS

a. Unless otherwise specified or indicated, electrical and electronics terms used in these specifications, and on the drawings, shall be as defined in IEEE Std 100.

1.3 SUBMITTALS

Government approval is required for…