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No mailed, Fedex, or UPS delivered bids will be accepted. Sealed bids will be opened and publicly read via the Zoom video-conferencing web application at 3:00 p.m., Wednesday, May 14, 2025 (60 minutes after published bid submittal time). Any bids received after the published bid submittal time cannot be considered and will not be accepted. • Please include bidder’s name, address, and the name of the project on the envelope. • The bid opening meeting can be accessed via videoconference by: o Clicking this link to join the Zoom meeting: https://us06web.zoom.us/j/84750519244?pwd=FfsBe6Da1iDbaB4cjuN7IuRDv2Mrj8.1 o Using the Zoom app: Meeting ID: 847 5051 9244; Passcode: 207150 o Via telephone by dialing: 253-215-8782, followed by 84750519244# ... 0# … *207150#. • Zoom is free to use and is available at https://zoom.us/. The improvement for which bids will be received is described below: • Rehabilitation of Taxiway A, which includes asphalt pavement removal, maintaining the existing subgrade and subbase, constructing a new base course and bituminous stabilized base course, and HMA surface course; • Rehabilitation of the sea plane ramp, which will include asphalt pavement removal, constructing a new base course, cement-treated base, and new HMA surface course; • Mill and inlay of the connector taxiways and existing service road west of Taxiway A; • Replacement of taxiway edge lights and airfield signs with new LED fixtures; • Miscellaneous electrical improvements as described in the contract documents; • Taxiway pavement marking; and • Infield storm drainage improvements. The Engineer’s estimate for construction of the base bid schedules (Schedule A + B + G + H) is $16-$18 million. A total of 135 calendar days is allowed for completion of Phase 1 and a total of 79 calendar days is allowed for completion of Phase 2. The City will issue multiple Notice to Proceed (NTP) dates as outlined below. For detailed information on NTP dates and contract times for each phase of work, see Information for Bidders, Section 80-08 of the General Provisions, and the Construction Safety and Phasing Plan drawings. • NTP for procurement of electrical equipment is anticipated on or about August 1, 2025. All acquisitions for 2026 construction are to be complete by September 30, 2025. • If awarded, NTP for Schedule D, Items 125 and 136 (new Airfield Lighting Vault building) is anticipated on or about September 15, 2025. • NTP for Phase 1 construction (not including final application of pavement markings and final seeding) is anticipated on or about May 11, 2026. • NTP for Phase 1 final application of pavement markings and final seeding will be issued at the City’s convenience and may be delayed until Spring 2027 due to weather conditions. • NTP for Phase 2 construction (not including final application of pavement markings and final seeding) is anticipated on or about June 7, 2027. • NTP for Phase 2 final application of pavement markings and final seeding will be issued at the City’s convenience and may be delayed until Spring 2028 due to weather conditions. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available for review on Wednesday, April 16, 2025. 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Modified Technical Specifications were prepared by me or under my supervision. Section V: FAA Technical Specifications  Item C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control  Item C-106 Temporary Traffic Control  Item D-701 Pipe for Storm Drains and Culverts  Item D-705 Pipe Underdrains for Airports  Item D-751 Manholes, Catch Basins, Inlets, and Inspection Holes  Item T-901 Seeding  Item T-905 Topsoil Date Signed: ______4/11/2025___ KIMLEY-HORN PROFESSIONAL OF RECORD CERTIFICATION(S): Seal w/signature I certify the Technical Specifications listed below are applicable to the design for the subject project for Civil. Modified Technical Specifications were prepared by me or under my supervision. Section V: FAA Technical Specifications x Item P-102 Trench Excavation Safety Systems x Item P-103 Utility Potholing x Item P-153 Controlled Low-Strength Material (CLSM) x Item P-405 Water Main Hot Mix (HMA) Pavement x Item P-502 Cement Concrete Sidewalks x Item P-503 Curbs and Gutters x Item P-625 Right-of-Way Pavement Markings x Item W-100 Water Mains x Item W-101 Valves for Water Mains x Item W-102 Hydrants x Item W-103 Compressed Air Date Signed: __________________ KIMLEY-HORN 4/11/2025 PROFESSIONAL OF RECORD CERTIFICATION(S): Seal w/signature I certify the Technical Specifications listed below are applicable to the design for the subject project for Electrical. Modified Technical Specifications were prepared by me or under my supervision. Section V: FAA Technical Specifications  Item L-100 Electrical General Requirements  Item L-108 Underground Power Cable for Airports  Item L-109 Airport Transformer Vault and Vault Equipment  Item L-110 Airport Underground Electrical Duct Banks and Conduits  Item L-115 Electrical Manholes and Junction Structures  Item L-125 Installation of Airport Lighting Systems  Item P-606 Adhesive Compounds, Two-Component for Sealing Wire and Lights in Pavement Date Signed: _04/14/25____ KIMLEY-HORN Modified Tec my supervisio Section V: FA  Item  Item  Item  Item Con  Item ŝƚǇŽĨZĞŶƚŽŶ ŽŶƚƌĂĐƚWƌŽǀŝƐŝŽŶƐĨŽƌ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ //͘/E&KZDd/KEE,<>/^d&KZ/Z^ d,/^W'/EdEd/KE>>z>&d>E< dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ /ŶĨŽƌŵĂƚŝŽŶĨŽƌŝĚĚĞƌƐ WĂŐĞϭŽĨϳ ϮϬϮϱ /E&KZDd/KE&KZ/Z^ dŚĞĨŽůůŽǁŝŶŐƐƵƉƉůĞŵĞŶƚƐƚŚĞŝŶĨŽƌŵĂƚŝŽŶŝŶƚŚĞĂůůĨŽƌŝĚƐ͗ ϭ͘^ƉĞĐŝĂůWƌŽũĞĐƚ/ŶĨŽƌŵĂƚŝŽŶ͘dŚŝƐƉƌŽũĞĐƚŝŶĐůƵĚĞƐĨĞĚĞƌĂůĨƵŶĚŝŶŐĨƌŽŵƚŚĞ&ĞĚĞƌĂůǀŝĂƚŝŽŶ ĚŵŝŶŝƐƚƌĂƚŝŽŶ ;&Ϳ͘ Ɛ ƐƵĐŚ͕ ^ƚĂŶĚĂƌĚƐ ĨŽƌ ^ƉĞĐŝĨǇŝŶŐ ŽŶƐƚƌƵĐƚŝŽŶ ŽĨ ŝƌƉŽƌƚƐ ;& ĚǀŝƐŽƌǇŝƌĐƵůĂƌ͕ϭϱϬͬϱϯϳϬͲϭϬ,Ϳ͕&&ĞĚĞƌĂůŽŶƚƌĂĐƚWƌŽǀŝƐŝŽŶƐĨŽƌKďůŝŐĂƚĞĚ^ƉŽŶƐŽƌ ĂŶĚŝƌƉŽƌƚ/ŵƉƌŽǀĞŵĞŶƚWƌŽŐƌĂŵWƌŽũĞĐƚƐ͕ĂŶĚĂůůĂƉƉůŝĐĂďůĞůĂǁƐĂŶĚƌĞŐƵůĂƚŝŽŶƐĂƉƉůǇƚŽ ƚŚŝƐƉƌŽũĞĐƚ͘dŚĞĨŽůůŽǁŝŶŐŝƚĞŵƐƉĂƌƚŝĐƵůĂƌƚŽƚŚŝƐƉƌŽũĞĐƚĂƌĞĚĞƚĂŝůĞĚŚĞƌĞĨŽƌĞŵƉŚĂƐŝƐ͗ Ă͘WƌĞǀĂŝůŝŶŐtĂŐĞƐ͘ůůůĂďŽƌŽŶƚŚĞƉƌŽũĞĐƚƐŚĂůůďĞƉĂŝĚŶŽůĞƐƐƚŚĂŶƚŚĞŵŝŶŝŵƵŵǁĂŐĞ ƌĂƚĞƐĞƐƚĂďůŝƐŚĞĚďǇƚŚĞtĂƐŚŝŶŐƚŽŶ^ƚĂƚĞĞƉĂƌƚŵĞŶƚŽĨ>ĂďŽƌĂŶĚ/ŶĚƵƐƚƌŝĞƐŽƌ ĂǀŝƐͲĂĐŽŶĐƚ͕ǁŚŝĐŚĞǀĞƌŝƐŐƌĞĂƚĞƌ͘dŚĞWƌĞǀĂŝůŝŶŐtĂŐĞƐŝŶĞĨĨĞĐƚ Ăƚ ƚŝŵĞ ŽĨ ĚǀĞƌƚŝƐĞŵĞŶƚĂƌĞƉƌŽǀŝĚĞĚŝŶƚŚĞƉƉĞŶĚŝĐĞƐ͘/ƚŝƐƚŚĞŝĚĚĞƌ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚǇƚŽŽďƚĂŝŶ ǁĂŐĞŝŶĨŽƌŵĂƚŝŽŶĨŽƌĂŶǇǁŽƌŬĐůĂƐƐŝĨŝĐĂƚŝŽŶƐƚŚĂƚĂƌĞŶŽƚŝŶĐůƵĚĞĚ͘ ď͘YƵĂůŝĨŝĐĂƚŝŽŶƐŽĨŝĚĚĞƌƐ͘ŝĚĚĞƌƐŵƵƐƚƐƵďŵŝƚƋƵĂůŝĨŝĐĂƚŝŽŶƐƚĂƚĞŵĞŶƚƐŝŶĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚƚŚĞƚĞƌŵƐŽĨ^ƵďƐĞĐƚŝŽŶϮϬͲϬϮŽĨƚŚĞƐƉĞĐŝĨŝĐĂƚŝŽŶƐǁŝƚŚƚŚĞŝƌƉƌŽƉŽƐĂů͘WƌŽƉŽƐĂůƐ ƐƵďŵŝƚƚĞĚǁŝƚŚŽƵƚƋƵĂůŝĨŝĐĂƚŝŽŶƐƚĂƚĞŵĞŶƚƐǁŝůůŶŽƚďĞĂĐĐĞƉƚĞĚ͘ Đ͘ƌƵŐdĞƐƚŝŶŐWƌŽŐƌĂŵ͘ǇƐŝŐŶŝŶŐĂŶĚƐƵďŵŝƚƚŝŶŐĂŝĚƚŽƚŚĞKǁŶĞƌ͕ƚŚĞŝĚĚĞƌƐŚĂůů ĐĞƌƚŝĨǇƚŚĂƚŝƚŚĂƐĂŶĞŵƉůŽǇĞĞĚƌƵŐƚĞƐƚŝŶŐƉƌŽŐƌĂŵŝŶƉůĂĐĞ͘ Ě͘EŽŶͲĚŝƐĐƌŝŵŝŶĂƚŝŽŶĞƌƚŝĨŝĐĂƚŝŽŶ͘ǇƐŝŐŶŝŶŐĂŶĚƐƵďŵŝƚƚŝŶŐĂŝĚƚŽƚŚĞKǁŶĞƌ͕ƚŚĞ ŝĚĚĞƌƐŚĂůůĐĞƌƚŝĨǇƚŚĂƚŝƚŚĂƐŶŽƚĚŝƐĐƌŝŵŝŶĂƚĞĚĂŐĂŝŶƐƚŵŝŶŽƌŝƚǇ͕ǁŽŵĞŶ͕ŽƌĞŵĞƌŐŝŶŐ ƐŵĂůůďƵƐŝŶĞƐƐĞŶƚĞƌƉƌŝƐĞƐŝŶŽďƚĂŝŶŝŶŐĂŶǇƐƵďĐŽŶƚƌĂĐƚƐ͘ Ğ͘ĚĚŝƚŝŽŶĂů /ŶƐƚƌƵĐƚŝŽŶƐ͘ŝĚĚĞƌƐ ƐŚĂůů ƌĞĨĞƌ ƚŽ ^ĞĐƚŝŽŶƐ ϮϬ ĂŶĚ ϯϬ ŽĨ ƚŚĞ 'ĞŶĞƌĂů WƌŽǀŝƐŝŽŶƐĨŽƌƐƉĞĐŝĨŝĐŝŶƐƚƌƵĐƚŝŽŶƐƌĞůĂƚŝǀĞƚŽƉƌĞƉĂƌĂƚŝŽŶĂŶĚƐƵďŵŝƐƐŝŽŶŽĨWƌŽƉŽƐĂůƐ͘ Ϯ͘ŶǇƉƌŽƐƉĞĐƚŝǀĞŝĚĚĞƌĚĞƐŝƌŝŶŐĂŶĞǆƉůĂŶĂƚŝŽŶŽƌŝŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨƚŚĞŝĚŽĐƵŵĞŶƚƐ͕ƐŚĂůů ƌĞƋƵĞƐƚƚŚĞĞǆƉůĂŶĂƚŝŽŶŽƌŝŶƚĞƌƉƌĞƚĂƚŝŽŶŝŶǁƌŝƚŝŶŐďǇƚŚĞĐůŽƐĞŽĨďƵƐŝŶĞƐƐĨŝǀĞ;ϱͿďƵƐŝŶĞƐƐ ĚĂǇƐƉƌĞĐĞĚŝŶŐƚŚĞďŝĚŽƉĞŶŝŶŐƚŽĂůůŽǁĂǁƌŝƚƚĞŶƌĞƉůǇƚŽƌĞĂĐŚĂůůƉƌŽƐƉĞĐƚŝǀĞŝĚĚĞƌƐ ďĞĨŽƌĞƚŚĞƐƵďŵŝƐƐŝŽŶŽĨƚŚĞŝƌŝĚƐ͘YƵĞƐƚŝŽŶƐƌĞĐĞŝǀĞĚůĞƐƐƚŚĂŶĨŝǀĞďƵƐŝŶĞƐƐĚĂǇƐƉƌŝŽƌƚŽ ƚŚĞĚĂƚĞĨŽƌŽƉĞŶŝŶŐŽĨŝĚƐŵĂǇŶŽƚďĞĂŶƐǁĞƌĞĚ͘KŶůǇƋƵĞƐƚŝŽŶƐĂŶƐǁĞƌĞĚďǇĨŽƌŵĂů ǁƌŝƚƚĞŶĚĚĞŶĚĂǁŝůůďĞďŝŶĚŝŶŐ͘KƌĂůĞǆƉůĂŶĂƚŝŽŶƐ͕ŝŶƚĞƌƉƌĞƚĂƚŝŽŶƐ͕ŽƌŝŶƐƚƌƵĐƚŝŽŶƐŐŝǀĞŶďǇ ĂŶǇŽŶĞďĞĨŽƌĞƚŚĞǁĂƌĚŽĨŽŶƚƌĂĐƚǁŝůůŶŽƚďĞďŝŶĚŝŶŐŽŶƚŚĞŝƚǇŽĨZĞŶƚŽŶ͘ ϯ͘dŚĞKǁŶĞƌ͛ƐƌĞƉƌĞƐĞŶƚĂƚŝǀĞĨŽƌƚŚĞƉƌŽũĞĐƚŝƐĞŶƚƵƌǇtĞƐƚŶŐŝŶĞĞƌŝŶŐ;ŶŐŝŶĞĞƌͿ͘dĞĐŚŶŝĐĂů ƋƵĞƐƚŝŽŶƐĂďŽƵƚƚŚĞƉƌŽũĞĐƚƐŚŽƵůĚďĞĚŝƌĞĐƚĞĚƚŽ'ƌĞŐZĞŝŶĐĞ͕ĞŶƚƵƌǇtĞƐƚŶŐŝŶĞĞƌŝŶŐĂŶĚ tŝůůŝĂŵĚĂŵƐ͕ŝƚǇŽĨZĞŶƚŽŶ͗ •^ƵďŵŝƚƋƵĞƐƚŝŽŶƐǀŝĂĞͲŵĂŝůƚŽ͗ŐƌĞŝŶĐĞΛĐĞŶƚƵƌǇǁĞƐƚ͘ĐŽŵĂŶĚǁĂĚĂŵƐΛƌĞŶƚŽŶǁĂ͘ŐŽǀ͘ WƵƚ͞dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ͟ŝŶƚŚĞƐƵďũĞĐƚůŝŶĞ͘ EŽŽƚŚĞƌƚǇƉĞŽĨŝŶƋƵŝƌǇǁŝůůďĞĂĐĐĞƉƚĞĚ͘ Taxiway A Rehabilitation and Associated Improvements Information for Bidders Page 2 of 7 2025 4. All bids must be self-explanatory. Partial bids will not be accepted. No opportunity will be offered for oral explanation except as the City of Renton may request further information on particular points. The bidder shall, upon request, furnish information to the City of Renton as to their financial and practical ability to satisfactorily perform the work. 5. The City of Renton reserves the right to reject any and all bids or waive any and/or all informalities. 6. Payment for this work will be made in cash warrants. Progress estimates of the work done by the Contractor shall be submitted to the Engineer ten (10) calendar days before the end of each calendar month. Estimates will be approved and acted upon by the Owner in the following month which the work is done. No retainage will be held by the Owner from progress payments due the Prime. If the Contractor fails to complete the work within the time limit fixed in the contract, no estimate shall be made or progress payments allowed thereafter until the work is finally completed. 7. Bidders are not required to be in possession of a current City of Renton business license in order to bid on City projects. However, Contractors and all subcontractors of all tiers must be in possession of a current City business license while conducting work in the City. 8. Basis of Award Bidders must bid all portions of the work. The construction contract will be awarded by the City of Renton to the lowest responsible, responsive bidder. Schedule A, B, G, and H combined form the Base Bid. The bid items contained in Schedule D, Schedule F, and Schedule K are Additive Bids. The low bidder, for purposes of award, shall be the responsive bidder offering the low aggregate amount for the base bid, plus additive bids, considered in order and within funds available for the project. Additive bids will be considered in the order listed below: · Award Alternative 1: Schedules A + B + G + H · Award Alternative 2 (if funding allows): Alternative 1 + Schedule D · Award Alternative 3 (if funding allows): Alternative 1 + Schedules D + F + K Schedule C, Schedule E, Schedule I, and Schedule J for AIP-ineligible work will not be used in determining the low bidder. The City may select to award these schedules at their option. The City reserves the right to withdraw any item(s) from being part of the award consideration and the Additive Bids from being part of the Work. Funding for the project is comprised of an FAA Grant and City budgeted match funding. The contract is subject to the receipt of FAA grant funding. dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ /ŶĨŽƌŵĂƚŝŽŶĨŽƌŝĚĚĞƌƐ WĂŐĞϯŽĨϳ ϮϬϮϱ ϵ͘EŽƚŝĐĞdŽWƌŽĐĞĞĚ ƵĞƚŽƚŚĞƚŝŵŝŶŐĂŶĚĂǀĂŝůĂďŝůŝƚǇŽĨƉƌŽũĞĐƚĨƵŶĚŝŶŐ͕ǁĞĂƚŚĞƌ͕ĨŝĞůĚĐŽŶĚŝƚŝŽŶƐŽƌŽƉĞƌĂƚŝŽŶĂů ĐŝƌĐƵŵƐƚĂŶĐĞƐ͕EŽƚŝĐĞƚŽWƌŽĐĞĞĚ;EdWͿĨŽƌǀĂƌŝŽƵƐƐĞŐŵĞŶƚƐŽĨƚŚĞĐŽŶƚƌĂĐƚǁŽƌŬŵĂǇďĞŝƐƐƵĞĚ ĂŶĚǁŝůůďĞŝƐƐƵĞĚďǇƚŚĞKǁŶĞƌĂƚƚŚĞKǁŶĞƌ͛ƐĐŽŶǀĞŶŝĞŶĐĞ͘ĂƚĞƐůŝƐƚĞĚďĞůŽǁĨŽƌƚŚĞǀĂƌŝŽƵƐ ƐĞŐŵĞŶƚƐŽĨǁŽƌŬĂƌĞĂƉƉƌŽǆŝŵĂƚĞŽŶůǇ͕ĂŶĚƚŚĞKǁŶĞƌƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚƚŽŝƐƐƵĞEdWĂƚĂŶǇ ƚŝŵĞƚŚĂƚƉƌŽũĞĐƚĨƵŶĚŝŶŐ͕ǁĞĂƚŚĞƌ͕ĨŝĞůĚĐŽŶĚŝƚŝŽŶƐ͕ŽƌŽƉĞƌĂƚŝŽŶĂůĐŝƌĐƵŵƐƚĂŶĐĞƐĂůůŽǁ͘ EŽĂĚũƵƐƚŵĞŶƚƐǁŝůůďĞŵĂĚĞƚŽƚŚĞƉƌŝĐŝŶŐĞƐƚĂďůŝƐŚĞĚŝŶƚŚŝƐƉƌŽƉŽƐĂůƌĞŐĂƌĚůĞƐƐŽĨǁŚĞŶEŽƚŝĐĞ ƚŽWƌŽĐĞĞĚŝƐŝƐƐƵĞĚ͘EŽǁŽƌŬƐŚĂůůďĞŐŝŶƉƌŝŽƌƚŽŝƐƐƵĂŶĐĞŽĨEŽƚŝĐĞƚŽWƌŽĐĞĞĚďǇƚŚĞKǁŶĞƌ͘ EŽƚŝĐĞƚŽWƌŽĐĞĞĚĨŽƌǁŽƌŬƐĞŐŵĞŶƚƐƐŚĂůůďĞĂƐĨŽůůŽǁƐ͗ Ă͘EdWĨŽƌĞůĞĐƚƌŝĐĂůĞƋƵŝƉŵĞŶƚƐƵďŵŝƚƚĂůƐĂŶĚƉƌŽĐƵƌĞŵĞŶƚŽĨůŽŶŐůĞĂĚͲƚŝŵĞĞůĞĐƚƌŝĐĂů ŝƚĞŵƐĨŽƌϮϬϮϲ ĐŽŶƐƚƌƵĐƚŝŽŶ͘EdW ŝƐ ĂŶƚŝĐŝƉĂƚĞĚ ŽŶ Žƌ ĂďŽƵƚ ƵŐƵƐƚϭ͕ ϮϬϮϱ͕ĂƚƚŚĞ ĐŽŶǀĞŶŝĞŶĐĞŽĨƚŚĞKǁŶĞƌ͘ůůƐƵďŵŝƚƚĂůƐĂƐƐŽĐŝĂƚĞĚǁŝƚŚĞůĞĐƚƌŝĐĂůĞƋƵŝƉŵĞŶƚƐŚĂůůďĞ ĐŽŵƉůĞƚĞ͕ĂŶĚŵĂƚĞƌŝĂůƐŽƌĚĞƌĞĚďǇ^ĞƉƚĞŵďĞƌϯϬ͕ϮϬϮϱ͘dŚĞŽŶƚ ƌĂĐƚŽƌǁŝůůďĞƌĞƋƵŝƌĞĚ ƚŽƉƌŽǀŝĚĞƚŚĞKǁŶĞƌǁŝƚŚĚŽĐƵŵĞŶƚĂƚŝŽŶŽĨƚŚĞŽƌĚĞƌƐ͘EŽĐŽŶƚƌĂĐƚƚŝŵĞǁŝůůďĞĐŽƵŶƚĞĚ ƚŽǁĂƌĚƐ ƚŚĞ ĂůůŽǁĞĚ ĐŽŶƚƌĂĐƚĚƵƌĂƚŝŽŶ ŝĨ ĂůůĞůĞĐƚƌŝĐĂů ĞƋƵŝƉŵĞŶƚĂĐƋƵŝƐŝƚŝŽŶ ĐĂŶ ďĞ ĚŽĐƵŵĞŶƚĞĚƚŽŚĂǀĞŽĐĐƵƌƌĞĚďǇ^ĞƉƚĞŵďĞƌϯϬ͕ϮϬϮϱ͘KŶĞ;ϭͿĐĂůĞŶĚĂƌĚĂǇǁŝůůďĞ ĐŽƵŶƚĞĚĂŐĂŝŶƐƚƚŚĞĂůůŽǁĞĚĐŽŶƚƌĂĐƚƚŝŵĞĨŽƌĞǀĞƌǇĐĂůĞŶĚĂƌĚĂǇĂĨƚĞƌ^ĞƉƚĞŵďĞƌϯϬ͕ ϮϬϮϱ͕ƵŶƚŝůĂůůĞůĞĐƚƌŝĐĂůĞƋƵŝƉŵĞŶƚŚĂƐďĞĞŶŽƌĚĞƌĞĚďǇƚŚĞŽŶƚƌĂĐƚŽƌ͘ ď͘/ĨĂǁĂƌĚĞĚ͕EdWĨŽƌ^ĐŚĞĚƵůĞ͕/ƚĞŵƐϭ 3ϮĂŶĚϭ4ϯĨŽƌŶĞǁŝƌĨŝĞůĚ>ŝŐŚƚŝŶŐsĂƵůƚďƵŝůĚŝŶŐ ŝƐĂŶƚŝĐŝƉĂƚĞĚŽŶŽƌĂďŽƵƚ^ĞƉƚĞŵďĞƌϭϱ͕ϮϬϮϱĂŶĚƐŚĂůůďĞĐŽŵƉůĞƚĞĚǁŝƚŚŝŶϱĐĂůĞŶĚĂƌ ĚĂǇƐŽĨEdW͘EŽĐŽŶƚƌĂĐƚƚŝŵĞǁŝůůďĞĐŽƵŶƚĞĚƚŽǁĂƌĚƐƚŚĞĂůůŽǁĞĚĐŽŶƚƌĂĐƚĚƵƌĂƚŝŽŶĨŽƌ WŚĂƐĞϭŝĨĂůůǁŽƌŬĂƐƐŽĐŝĂƚĞĚǁŝƚŚƚŚĞŶĞǁŝƌĨŝĞůĚ>ŝŐŚƚŝŶŐsĂƵůƚďƵŝůĚŝŶŐŝƐĐŽŵƉůĞƚĞ ǁŝƚŚŝŶϱĐĂůĞŶĚĂƌĚĂǇƐ͘KŶĞ;ϭͿĐĂůĞŶĚĂƌĚĂǇǁŝůůďĞĐŽƵŶƚĞĚĂŐĂŝŶƐƚƚŚĞĂůůŽǁĞĚĐŽŶƚƌĂĐƚ ƚŝŵĞĨŽƌWŚĂƐĞϭĨŽƌĞǀĞƌǇĐĂůĞŶĚĂƌĚĂǇƚŚĂƚƚŚĞǁŽƌŬƌĞŵĂŝŶƐŝŶĐŽŵƉůĞƚĞĂĨƚĞƌƚŚĞ ĂůůŽǁĞĚϱĐĂůĞŶĚĂƌĚĂǇƐ͘ Đ͘EdWĨŽƌWŚĂƐĞϭĐŽŶƐƚƌƵĐƚŝŽŶŝƚĞŵƐ;ŶŽƚŝŶĐůƵĚŝŶŐĨŝŶĂůĂƉƉůŝĐĂƚŝŽŶŽĨƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƐ ĂŶĚĨŝŶĂůƐĞĞĚŝŶŐͿƌĞƋƵŝƌĞĚƚŽďĞĐŽŵƉůĞƚĞĚƵƌŝŶŐĂĐŽŶƚŝŶƵŽƵƐϭϯϯĐĂůĞŶĚĂƌĚĂǇĐŽŶƚƌĂĐƚ ƚŝŵĞ͘EdWĨŽƌWŚĂƐĞϭĐŽŶƐƚƌƵĐƚŝŽŶŝƐĂŶƚŝĐŝƉĂƚĞĚŽŶŽƌĂďŽƵƚDĂǇϭϭ͕ϮϬϮϲ͕ĂƚƚŚĞ ĐŽŶǀĞŶŝĞŶĐĞŽĨƚŚĞKǁŶĞƌ͘ Ě͘EdWĨŽƌƚŚĞWŚĂƐĞϭĨŝŶĂůĂƉƉůŝĐĂƚŝŽŶŽĨƉĂŝŶƚĞĚƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƐ͕ĂĨƚĞƌŝŶŝƚŝĂůƉĂǀĞŵĞŶƚ ŵĂƌŬŝŶŐĂƉƉůŝĐĂƚŝŽŶĐƵƌŝŶŐƉĞƌŝŽĚ͕ĂŶĚĨŝŶĂůƐĞĞĚŝŶŐ͘dŚĞƚŝŵĞĂůůŽǁĞĚĨŽƌƚŚŝƐǁŽƌŬŝƐƚǁŽ ;ϮͿĐŽŶƐĞĐƵƚŝǀĞĐĂůĞŶĚĂƌĚĂǇƐ͘EdWǁŝůůďĞŝƐƐƵĞĚĂƚƚŚĞĐŽŶǀĞŶŝĞŶĐĞŽĨƚŚĞKǁŶĞƌĂŶĚ ŵĂǇďĞĚĞůĂǇĞĚƵŶƚŝů^ƉƌŝŶŐϮϬϮϳĚƵĞƚŽǁĞĂƚŚĞƌĐŽŶĚŝƚŝŽŶƐ͘ Ğ͘EdWĨŽƌWŚĂƐĞϮĐŽŶƐƚƌƵĐƚŝŽŶŝƚĞŵƐ;ŶŽƚŝŶĐůƵĚŝŶŐĨŝŶĂůĂƉƉůŝĐĂƚŝŽŶŽĨƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƐ ĂŶĚĨŝŶĂůƐĞĞĚŝŶŐͿƌĞƋƵŝƌĞĚƚŽďĞĐŽŵƉůĞƚĞĚƵƌŝŶŐĂĐŽŶƚŝŶƵŽƵƐϳϳĐĂůĞŶĚĂƌĚĂǇĐŽŶƚƌĂĐƚ ƚŝŵĞ͘ EdW ĨŽƌ WŚĂƐĞϮĐŽŶƐƚƌƵĐƚŝŽŶ ŝƐ ĂŶƚŝĐŝƉĂƚĞĚ ŽŶ Žƌ ĂďŽƵƚ :ƵŶĞϳ͕ϮϬϮϳ͕ĂƚƚŚĞ ĐŽŶǀĞŶŝĞŶĐĞŽĨƚŚĞKǁŶĞƌ͘ Ĩ͘EdWĨŽƌƚŚĞWŚĂƐĞϮĨŝŶĂůĂƉƉůŝĐĂƚŝŽŶŽĨƉĂŝŶƚĞĚƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƐ͕ĂĨƚĞƌŝŶŝƚŝĂůƉĂǀĞŵĞŶƚ ŵĂƌŬŝŶŐĂƉƉůŝĐĂƚŝŽŶĐƵƌŝŶŐƉĞƌŝŽĚ͕ĂŶĚĨŝŶĂůƐĞĞĚŝŶŐ͘dŚĞƚŝŵĞĂůůŽǁĞĚĨŽƌƚŚŝƐǁŽƌŬŝƐƚǁŽ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ /ŶĨŽƌŵĂƚŝŽŶĨŽƌŝĚĚĞƌƐ WĂŐĞϰŽĨϳ ϮϬϮϱ ;ϮͿĐŽŶƐĞĐƵƚŝǀĞĐĂůĞŶĚĂƌĚĂǇƐ͘EdWǁŝůůďĞŝƐƐƵĞĚĂƚƚŚĞĐŽŶǀĞŶŝĞŶĐĞŽĨƚŚĞKǁŶĞƌĂŶĚ ŵĂǇďĞĚĞůĂǇĞĚƵŶƚŝů^ƉƌŝŶŐϮϬϮϴĚƵĞƚŽǁĞĂƚŚĞƌĐŽŶĚŝƚŝŽŶƐ͘ ϭϬ͘ŝĚ^ĞĐƵƌŝƚǇ͘ Ă͘ĐĞƌƚŝĨŝĞĚĐŚĞĐŬ͕ĐĂƐŚŝĞƌ͛ƐĐŚĞĐŬŽƌďŝĚďŽŶĚĨŽƌĂŶĂŵŽƵŶƚĞƋƵĂůƚŽĂƚůĞĂƐƚĨŝǀĞ ƉĞƌĐĞŶƚ;ϱйͿŽĨƚŚĞƚŽƚĂůĂŵŽƵŶƚďŝĚ͕ƐŚĂůůĂĐĐŽŵƉĂŶǇĞĂĐŚƉƌŽƉ ŽƐĂůĂƐĞǀŝĚĞŶĐĞŽĨ ŐŽŽĚĨĂŝƚŚĂŶĚĂƐĂŐƵĂƌĂŶƚĞĞƚŚĂƚŝĨĂǁĂƌĚĞĚƚŚĞĐŽŶƚƌĂĐƚƚŚĞďŝĚĚĞƌǁŝůůĞǆĞĐƵƚĞƚŚĞ ĐŽŶƚƌĂĐƚĂŶĚŐŝǀĞďŽŶĚĂƐƌĞƋƵŝƌĞĚ͘dŚĞƐƵĐĐĞƐƐĨƵůďŝĚĚĞƌ͛ƐĐŚĞĐŬŽƌďŝĚďŽŶĚǁŝůůďĞ ƌĞƚĂŝŶĞĚƵŶƚŝůŚĞͬƐŚĞŚĂƐĞŶƚĞƌĞĚŝŶƚŽĂƐĂƚŝƐĨĂĐƚŽƌǇĐŽŶƚƌĂĐƚĂŶĚĨƵƌŶŝƐŚĞĚƌĞƋƵŝƌĞĚ ĐŽŶƚƌĂĐƚďŽŶĚƐ͘dŚĞKǁŶĞƌƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚƚŽŚŽůĚƚŚĞĐĞƌƚŝĨŝĞĚĐŚĞĐŬƐ͕ĐĂƐŚŝĞƌ͛Ɛ ĐŚĞĐŬƐ͕ŽƌďŝĚďŽŶĚƐŽĨƚŚĞƚŚƌĞĞůŽǁĞƐƚďŝĚĚĞƌƐƵŶƚŝůƚŚĞƐƵĐĐ ĞƐƐĨƵůďŝĚĚĞƌŚĂƐĞŶƚĞƌĞĚ ŝŶƚŽĂĐŽŶƚƌĂĐƚĂŶĚĨƵƌŶŝƐŚĞĚƚŚĞƌĞƋƵŝƌĞĚĐŽŶƚƌĂĐƚďŽŶĚƐ͘ ď͘dŚĞ ƐƵĐĐĞƐƐĨƵů ďŝĚĚĞƌ ƐŚĂůů ĨƵƌŶŝƐŚ Ăƚ ƚŚĞ ƚŝŵĞ ŽĨ ƚŚĞ ĞǆĞĐƵƚŝŽŶ ŽĨ ĐŽŶƚƌĂĐƚ Ă ƉĞƌĨŽƌŵĂŶĐĞďŽŶĚĂŶĚĂƉĂǇŵĞŶƚďŽŶĚŝŶĂŶĂŵŽƵŶƚĞƋƵĂůƚŽƚŚĞĨƵůůĂŵŽƵŶƚŽĨƚŚĞ ĐŽŶƚƌĂĐƚ͕ĐŽŶĚŝƚŝŽŶĞĚƵƉŽŶĨĂŝƚŚĨƵůƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞĐŽŶƚƌĂĐƚ͕ĂŶĚƵƉŽŶƉĂǇŵĞŶƚŽĨ ĂůůƉĞƌƐŽŶƐƐƵƉƉůǇŝŶŐůĂďŽƌĂŶĚŵĂƚĞƌŝĂůƐĨŽƌƉƌŽƐĞĐƵƚŝŽŶŽĨƚŚĞǁŽƌŬ͘dŚŝƐĨŽƌŵĂŶĚ ƐƵƌĞƚǇƐŚĂůůŵĞĞƚƚŚĞĂƉƉƌŽǀĂůŽĨƚŚĞKǁŶĞƌ͛ƐůĞŐĂůĐŽƵŶƐĞů͘ Đ͘^ƵƌĞƚǇ ĐŽŵƉĂŶŝĞƐ ĞǆĞĐƵƚŝŶŐ ƚŚĞ ďŽŶĚƐ ŵƵƐƚ ďĞ ĐƵƌƌĞŶƚůǇ ĂƵƚŚŽƌŝǌĞĚ ƚŽ ƚƌĂŶƐĂĐƚ ďƵƐŝŶĞƐƐŝŶƚŚĞ^ƚĂƚĞŽĨtĂƐŚŝŶŐƚŽŶ͘ ϭϭ͘ŝƐĂĚǀĂŶƚĂŐĞĚƵƐŝŶĞƐƐŶƚĞƌƉƌŝƐĞ;ͿWŽůŝĐǇĂŶĚKďůŝŐĂƚŝŽŶ͘ dŚĞKǁŶĞƌ͛ƐĂǁĂƌĚŽĨƚŚŝƐĐŽŶƚƌĂĐƚŝƐĐŽŶĚŝƚŝŽŶĞĚƵƉŽŶŝĚĚĞƌŽƌKĨĨĞƌŽƌƐĂƚŝƐĨǇŝŶŐƚŚĞ ŐŽŽĚĨĂŝƚŚĞĨĨŽƌƚƌĞƋƵŝƌĞŵĞŶƚƐŽĨϰϵ&ZΑϮϲ͘ϱϯ͘ Ă͘WŽůŝĐǇ͘/ƚŝƐƚŚĞƉŽůŝĐǇŽĨƚŚĞĞƉĂƌƚŵĞŶƚŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶƚŚĂƚƐ͕ĂƐĚĞĨŝŶĞĚŝŶϰϵ&Z WĂƌƚ Ϯϲ͕ ƐŚĂůů ŚĂǀĞ ƚŚĞ ŵĂǆŝŵƵŵ ŽƉƉŽƌƚƵŶŝƚǇ ƚŽ ƉĂƌƚŝĐŝƉĂƚĞ ŝŶ ƚŚĞ ƉĞƌĨŽƌŵĂŶĐĞ ŽĨ ĐŽŶƚƌĂĐƚƐ ĨŝŶĂŶĐĞĚ ŝŶ ǁŚŽůĞ Žƌ ŝŶ ƉĂƌƚ ǁŝƚŚ ĨĞĚĞƌĂů ĨƵŶĚƐ ƵŶĚĞƌ ƚŚŝƐ ĂŐƌĞĞŵĞŶƚ͘ ŽŶƐĞƋƵĞŶƚůǇ͕ƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨϰϵ&ZWĂƌƚϮϲĂƉƉůǇƚŽƚŚŝƐĂŐƌĞĞŵĞŶƚ͘ ď͘KďůŝŐĂƚŝŽŶ͘dŚĞŽŶƚƌĂĐƚŽƌŽƌƐƵďĐŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚĚŝƐĐƌŝŵŝŶĂƚĞŽŶƚŚĞďĂƐŝƐŽĨ ƌĂĐĞ͕ĐŽůŽƌ͕ŶĂƚŝŽŶĂůŽƌŝŐŝŶ͕ŽƌƐĞǆŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚŝƐĐŽŶƚƌĂĐƚ͘dŚĞŽŶƚƌĂĐƚŽƌƐŚĂůů ĐĂƌƌǇŽƵƚĂƉƉůŝĐĂďůĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨϰϵ&ZƉĂƌƚϮϲŝŶƚŚĞĂǁĂƌĚĂŶĚĂĚŵŝŶŝƐƚƌĂƚŝŽŶŽĨ ĞƉĂƌƚŵĞŶƚŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶͲĂƐƐŝƐƚĞĚĐŽŶƚƌĂĐƚƐ͘&ĂŝůƵƌĞďǇƚŚĞŽŶƚƌĂĐƚŽƌƚŽĐĂƌƌǇŽƵƚ ƚŚĞƐĞ ƌĞƋƵŝƌĞŵĞŶƚƐ ŝƐ Ă ŵĂƚĞƌŝĂů ďƌĞĂĐŚ ŽĨ ƚŚŝƐ ĐŽŶƚƌĂĐƚ͕ ǁŚŝĐŚŵĂǇƌĞƐƵůƚŝŶƚŚĞ ƚĞƌŵŝŶĂƚŝŽŶŽĨƚŚŝƐĐŽŶƚƌĂĐƚŽƌƐƵĐŚŽƚŚĞƌƌĞŵĞĚǇĂƐƚŚĞKǁŶĞƌĚĞĞŵƐĂƉƉƌŽƉƌŝĂƚĞ͘ Đ͘WƌŽŵƉƚWĂǇŵĞŶƚ͘dŚĞƉƌŝŵĞĐŽŶƚƌĂĐƚŽƌĂŐƌĞĞƐƚŽƉĂǇĞĂĐŚƐƵďĐŽŶƚƌĂĐƚŽƌƵŶĚĞƌƚŚŝƐ ƉƌŝŵĞĐŽŶƚƌĂĐƚĨŽƌƐĂƚŝƐĨĂĐƚŽƌǇƉĞƌĨŽƌŵĂŶĐĞŽĨŝƚƐĐŽŶƚƌĂĐƚŶŽůĂƚĞƌƚŚĂŶϭϬĚĂǇƐĨƌŽŵƚŚĞ ƌĞĐĞŝƉƚŽĨĞĂĐŚƉĂǇŵĞŶƚƚŚĞƉƌŝŵĞĐŽŶƚƌĂĐƚŽƌƌĞĐĞŝǀĞƐĨƌŽŵƚŚĞŝƚǇŽĨZĞŶƚŽŶ͘dŚĞƉƌŝŵĞ ĐŽŶƚƌĂĐƚŽƌĂŐƌĞĞƐĨƵƌƚŚĞƌƚŽƌĞƚƵƌŶƌĞƚĂŝŶĂŐĞƉĂǇŵĞŶƚƐƚŽĞĂĐŚƐƵďĐŽŶƚƌĂĐƚŽƌǁŝƚŚŝŶϭϬ ĚĂǇƐ ĂĨƚĞƌ ƚŚĞ ƐƵďĐŽŶƚƌĂĐƚŽƌ͛Ɛ ǁŽƌŬ ŝƐ ƐĂƚŝƐĨĂĐƚŽƌŝůǇ ĐŽŵƉůĞƚĞĚ͘ ŶǇ ĚĞůĂǇ Žƌ ƉŽƐƚƉŽŶĞŵĞŶƚŽĨƉĂǇŵĞŶƚĨƌŽŵƚŚĞĂďŽǀĞƌĞĨĞƌĞŶĐĞĚƚŝŵĞĨƌĂŵĞŵĂǇŽĐĐƵƌŽŶůǇĨŽƌ ŐŽŽĚĐĂƵƐĞĨŽůůŽǁŝŶŐǁƌŝƚƚĞŶĂƉƉƌŽǀĂůŽĨƚŚĞKǁŶĞƌ͘dŚŝƐĐůĂƵƐĞĂƉƉůŝĞƐƚŽďŽƚŚĂŶĚ ŶŽŶͲƐƵďĐŽŶƚƌĂĐƚŽƌƐ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ /ŶĨŽƌŵĂƚŝŽŶĨŽƌŝĚĚĞƌƐ WĂŐĞϱŽĨϳ ϮϬϮϱ Ě͘ŽŶƚƌĂĐƚ'ŽĂůƐ͘dŚĞďŝĚĚĞƌƐŚĂůůƐƵďĐŽŶƚƌĂĐƚϳ͘ϵϴƉĞƌĐĞŶƚŽĨƚŚĞĚŽůůĂƌǀĂůƵĞŽĨƚŚĞƚŽƚĂů ĂŵŽƵŶƚŽĨĂKdͲĂƐƐŝƐƚĞĚĐŽŶƚƌĂĐƚƚŽƋƵĂůŝĨŝĞĚƐƵďĐŽŶƚƌĂĐƚŽƌƐ͘ƐĂĐŽŶĚŝƚŝŽŶŽĨďŝĚ ƌĞƐƉŽŶƐŝǀĞŶĞƐƐ͕ƚŚĞŝĚĚĞƌŵƵƐƚƐƵďŵŝƚƚŚĞĨŽůůŽǁŝŶŐŝŶĨŽƌŵĂƚŝŽŶǁŝƚŚŝƚƐƉƌŽƉŽƐĂůŽŶ ƚŚĞĨŽƌŵƐƉƌŽǀŝĚĞĚŚĞƌĞŝŶ͗ 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ĐŽŶĐĞƌŶŝŶŐƐƵďĐŽŶƚƌĂĐƚŝŶŐŽƉƉŽƌƚƵŶŝƚŝĞƐ͘ ŝŝŝ͘^ĞůĞĐƚŝŽŶŽĨƉŽƌƚŝŽŶƐŽĨƚŚĞǁŽƌŬůŝŬĞůǇƚŽďĞƉĞƌĨŽƌŵĞĚďǇƐ͘ ŝǀ͘tƌŝƚƚĞŶ ŶŽƚŝĐĞ ƚŽ Ɛ ŽĨ ƚŚĞ ƐĞůĞĐƚĞĚ ƐƵďĐŽŶƚƌĂĐƚŝŶŐ Žƌ ŵĂƚĞƌŝĂů ƐƵƉƉůǇ ǁŽƌŬ ĂůůŽǁŝŶŐƐƵĨĨŝĐŝĞŶƚƚŝŵĞĨŽƌƌĞƉůǇ͘ ǀ͘&ŽůůŽǁƵƉŽĨŝŶŝƚŝĂůƐŽůŝĐŝƚĂƚŝŽŶ͘ ǀŝ͘WƌŽǀŝĚĞŝŶƚĞƌĞƐƚĞĚƐĂĚĞƋƵĂƚĞŝŶĨŽƌŵĂƚŝŽŶĨŽƌďŝĚĚŝŶŐ͘ ǀŝŝ͘EĞŐŽƚŝĂƚŝŽŶǁŝƚŚŝŶƚĞƌĞƐƚĞĚƐ͘ ǀŝŝŝ͘ƐƐŝƐƚŝŶƚĞƌĞƐƚĞĚƐǁŝƚŚďŽŶĚŝŶŐ͕ŝŶƐƵƌĂŶĐĞŽƌĐƌĞĚŝƚ͕ǁŚĞƌĞĂƉƉůŝĐĂďůĞ͘ ŝǆ͘hƐĞŽĨŵŝŶŽƌŝƚǇŽŶƚƌĂĐƚŽƌƐ͛ŐƌŽƵƉƐĂŶĚŵŝŶŽƌŝƚǇďƵƐŝŶĞƐƐĂƐƐŝƐƚĂŶĐĞŽĨĨŝĐĞƐ͘ Ĩ͘^ƵďĐŽŶƚƌĂĐƚtŽƌŬ>ŝƐƚŝŶŐ͘dŚĞďŝĚĚĞƌƐŚĂůůƐƵďŵŝƚƚŚĞŶĂŵĞ͕ĂĚĚƌĞƐƐ͕ƐƚĂƚƵƐ͕ĂŶĚ ĂŐĞŽĨĂůůĨŝƌŵƐďŝĚĚŝŶŐŽƌƋƵŽƚŝŶŐƐƵďĐŽŶƚƌĂĐƚƐŽŶKdͲĂƐƐŝƐƚĞĚƉƌŽũĞĐƚƐ͘;^ĞĞŝĚĚĞƌ͛Ɛ >ŝƐƚŝŶWƌŽƉŽƐĂů͘Ϳ Ő͘ĞĨŝŶŝƚŝŽŶƐ͘ ŝ͘ŝƐĂĚǀĂŶƚĂŐĞĚƵƐŝŶĞƐƐŶƚĞƌƉƌŝƐĞ;ͿŵĞĂŶƐ͕ĨŽƌƚŚĞƉƵƌƉŽƐĞƐŽĨƚŚŝƐĐŽŶƚƌĂĐƚ͕Ă ƐŵĂůůďƵƐŝŶĞƐƐĞŶƚĞƌƉƌŝƐĞƚŚĂƚŚĂƐďĞĞŶĐĞƌƚŝĨŝĞĚďǇƚŚĞtĂƐŚŝŶŐƚŽŶ^ƚĂƚĞKĨĨŝĐĞŽĨ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ /ŶĨŽƌŵĂƚŝŽŶĨŽƌŝĚĚĞƌƐ WĂŐĞϲŽĨϳ ϮϬϮϱ DŝŶŽƌŝƚǇΘtŽŵĞŶΖƐƵƐŝŶĞƐƐŶƚĞƌƉƌŝƐĞƐ;KDtͿ͘ŝƌĞĐƚŽƌǇŽĨĨŝƌŵƐĐĞƌƚŝĨŝĞĚďǇ ƚŚĞKDtŝƐĂǀĂŝůĂďůĞŽŶƚŚĞŝƌǁĞďƐŝƚĞ͘ 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ϰ/Ĩ^ĐŚĞĚƵůĞ&ŝƐĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϳϲ/ŶƐƚĂůůEĞǁ>Ͳϴϲϭd;>Ϳ>dĂǆŝǁĂǇĚŐĞ>ŝŐŚƚǁŝƚŚEĞǁ/ƐŽůĂƚŝŽŶdƌĂŶƐĨŽƌŵĞƌ ĂŶĚ,ĂƌĚǁĂƌĞŽŶǆŝƐƚŝŶŐ>ͲϴϲϳĂƐĞĂŶǁŝůůďĞƌĞĚƵĐĞĚƚŽϬ͘ ϱ/Ĩ^ĐŚĞĚƵůĞ&ŝƐĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϳϳ/ŶƐƚĂůůEĞǁ>Ͳϴϲϭd;>Ϳ>dĂǆŝǁĂǇĚŐĞ>ŝŐŚƚǁŝƚŚEĞǁ/ƐŽůĂƚŝŽŶdƌĂŶƐĨŽƌŵĞƌ ĂŶĚ,ĂƌĚǁĂƌĞŝŶĐůƵĚŝŶŐĂƐĞĂŶǆƚĞŶƐŝŽŶͬ^ƉĂĐĞƌZŝŶŐƐŽŶǆŝƐƚŝŶŐ>ͲϴϲϳĂƐĞĂŶǁŝůůďĞƌĞĚƵĐĞĚƚŽϬ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ7ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ ϴϯ ,167$//1(:6,=(02'8/(/('$,5),(/' *8,'$1&(6,*1:,7+1(:,62/$7,21 75$16)250(5211(:&21&5(7()281'$7,21 >ͲϭϮϱ ϭ ϴϰ 6((',1*dͲϵϬϭ Ϯ͘Ϯ ϴϱ 08/&+dͲϵϬϭ ϯ͘ϯ ϴϲ 72362,/dͲϵϬϱ z ϴϴϱ ϴϳ 5(675$,1(''8&7,/(,5213,3(&/$66)25 :$7(50$,1,1&+',$0tͲϭϬϬ >& ϱϮ ϴϴ $%$1'21(;,67,1*),5(:$7(5/,1(&/60tͲϭϬϬ >^ ϭ ϴϵ $'-8670(7(5%2;tͲϭϬϬ ϭ ϵϬ $'-867'28%/(&+(&.9$/9($66(0%/<'&9$ %2;tͲϭϬϬ ϭ ϵϭ 5(029$/2)(;,67,1*,1',$0:$7(5 0$1+2/($1'*$7(9$/9(tͲϭϬϬ ϯ ϵϮ ;7$33,1*7(($1'9$/9(tͲϭϬϭ ϭ ϵϯ ;7$33,1*7(($1'9$/9(tͲϭϬϭ ϭ ϵϰ +<'5$17$66(0%/<tͲϭϬϮ Ϯ ϵϱ %2//$5'tͲϭϬϮ ϰ ϵϲ 5(029$/2)(;,67,1*$%29(*5$'(),5( +<'5$17 tͲϭϬϮ ϯ ϵϳ 5(029$/2)(;,67,1*%(/2:*5$'(),5( +<'5$17 tͲϭϬϮ ϲ ^,h>^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>dKd>/DKhEdс ΎEKd͗^ĂůĞƐƚĂǆŝƐƉĞƌtϰϱϴͲϮϬͲϭϳϬ;ZƵůĞϭϳϬͿ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ8ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ /dDEK͘ /dD^Z/Wd/KE ^W͘ ^d/KE hE/d YhEd/dz hE/dWZ/ ydE^/KE ϵϴ )2'35(9(17,21&21752/6 ͲϭϬϭ >^ ϭ ϵϵ &216758&7,216$)(7<$1'3+$6,1*ͲϭϬϯ >^ ϭ ϭϬϬ 02%,/,=$7,21 ͲϭϬϱ >^ ϭ ϭϬϭ &216758&7,2167$.,1*ͲϭϰϬ >^ ϭ ϭϬϮ $63+$/73$9(0(175(029$/72,1&+ 7+,&.1(66 WͲϭϬϭ ^z ϭϮϬ ϭϬϯ &2/'0,//,1*9$5,$%/('(37+,1&+120,1$/WͲϭϬϭ ^z ϵ͕ϱϯϬ ϭϬϰ 29(5/$<%$6(35(3$5$7,21 WͲϭϬϭ ^z ϳ͕ϭϱϬ ϭϬϱ $63+$/7685)$&(&2856(WͲϰϬϭ dKE Ϯ͕ϯϭϬ ϭϬϲ $63+$/7/(9(/,1*&2856(WͲϰϬϭ dKE ϭϱ ϭϬϳ (08/6,),('$63+$/77$&.&2$7 WͲϲϬϯ dKE ϱ͘ϲ ϭϬϴ ,1,7,$/0$5.,1*6 WͲϲϮϬ ^& ϯ͕ϯϵϬ ϭϬϵ 5()/(&7,9(3(50$1(170$5.,1*6 WͲϲϮϬ ^& ϰ͕ϲϬϬ ϭϭϬ ,1&+5(,1)25&('&21&5(7(3,3(ͲϳϬϭ >& ϯϵϵ ϭϭϭ ,1&+'8&7,/(,5213,3(ͲϳϬϭ >& ϭϵϴ ϭϭϮ &211(&7(;,67,1*3,3(721(:6758&785(ͲϳϬϭ ϯ ϭϭϯ &%7<3($,5&5$)75$7('Ͳϳϱϭ ϴ ϭϭϰ &%7<3($,5&5$)75$7('60+Ͳϳϱϭ Ϯ ^,h>^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>dKd>/DKhEdс ϲ/Ĩ^ĐŚĞĚƵůĞŝƐŶŽƚĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϭϭϬϭϮͲ/ŶĐŚZĞŝŶĨŽƌĐĞĚŽŶĐƌĞƚĞWŝƉĞǁŝůůďĞƌĞĚƵĐĞĚƚŽϭϴϴ>&͘ ϳ/Ĩ^ĐŚĞĚƵůĞŝƐŶŽƚĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϭϭϭϭϮͲ/ŶĐŚƵĐƚŝůĞ/ƌŽŶWŝƉĞǁŝůůďĞƌĞĚƵĐĞĚƚŽϬ>&͘ ϴ/Ĩ^ĐŚĞĚƵůĞŝƐŶŽƚĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϭϭϮŽŶŶĞĐƚǆŝƐƚŝŶŐWŝƉĞƚŽEĞǁ^ƚƌƵĐƚƵƌĞǁŝůůďĞƌĞĚƵĐĞĚƚŽϮ͘ ϵ/Ĩ^ĐŚĞĚƵůĞŝƐŶŽƚĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϭϭϯdǇƉĞϯͲ/ZZ&dZdǁŝůůďĞƌĞĚƵĐĞĚƚŽϯ͘ ϭϬ/Ĩ^ĐŚĞĚƵůĞŝƐŶŽƚĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϭϭϰdǇƉĞϰͲ/ZZ&dZd^D,ǁŝůůďĞƌĞĚƵĐĞĚƚŽϭ͘ ^,h>͗/d/sWsDEdZ,/>/dd/KEͲW,^ϭ;/W>/'/>Ϳ ΎEKd͗^ĂůĞƐƚĂǆŝƐƉĞƌtϰϱϴͲϮϬͲϭϳϬ;ZƵůĞϭϳϬͿ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ9ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ /dDEK͘ /dD^Z/Wd/KE ^W͘ ^d/KE hE/d YhEd/dz hE/dWZ/ ydE^/KE ϭϭϱ )2'35(9(17,21&21752/6 ͲϭϬϭ >^ ϭ ϭϭϲ &216758&7,216$)(7<$1'3+$6,1*ͲϭϬϯ >^ ϭ ϭϭϳ 02%,/,=$7,21 ͲϭϬϱ >^ ϭ ϭϭϴ &216758&7,2167$.,1*ͲϭϰϬ >^ ϭ ϭϭϵ $63+$/73$9(0(175(029$/72,1&+ 7+,&.1(66 WͲϭϬϭ ^z ϲϴϬ ϭϮϬ &2/'0,//,1*9$5,$%/('(37+,1&+120,1$/WͲϭϬϭ ^z ϲ͕ϴϲϬ ϭϮϭ 29(5/$<%$6(35(3$5$7,21 WͲϭϬϭ ^z ϱ͕ϭϰϬ ϭϮϮ $63+$/7685)$&(&2856(WͲϰϬϭ dKE ϭ͕ϴϭϬ ϭϮϯ $63+$/7/(9(/,1*&2856(WͲϰϬϭ dKE ϱ ϭϮϰ (08/6,),('$63+$/77$&.&2$7 WͲϲϬϯ dKE ϰ ϭϮϱ ,1,7,$/0$5.,1*6 WͲϲϮϬ ^& ϯ͕ϬϲϬ ϭϮϲ &211(&7(;,67,1*3,3(721(:6758&785(ͲϳϬϭ Ϯ ϭϮϳ 5(029((;,67,1*&$7&+%$6,1 Ͳϳϱϭ Ϯ ϭϮϴ &%7<3($,5&5$)75$7('60+Ͳϳϱϭ Ϯ ^,h>^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>dKd>/DKhEdс ^,h>͗/d/sWsDEdZ,/>/dd/KEͲW,^ϭ;EKEͲ/W>/'/>Ϳ ΎEKd͗^ĂůĞƐƚĂǆŝƐƉĞƌtϰϱϴͲϮϬͲϭϳϬ;ZƵůĞϭϳϬͿ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ10ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ /dDEK͘ /dD^Z/Wd/KE ^W͘ ^d/KE hE/d YhEd/dz hE/dWZ/ ydE^/KE ϭϮϵ &216758&7,216$)(7<$1'3+$6,1*ͲϭϬϯ >^ ϭ ϭϯϬ 02%,/,=$7,21 ͲϭϬϱ >^ ϭ ϭϯϭ &216758&7,2167$.,1*ͲϭϰϬ >^ ϭ ϭϯϮ 1(:$,5),(/'/,*+7,1*9$8/7%8,/',1*>ͲϭϬϵ >^ ϭ ϭϯϯ '(02/,6+(;,67,1*$,5),(/'/,*+7,1*9$8/7 %8,/',1*>ͲϭϬϵ >^ ϭ ϭϯϰ ,167$//1(:.:)(5525(621$17&2167$17 &855(175(*8/$725,1$,5),(/'/,*+7,1* 9$8/7 >ͲϭϬϵ ϯ ϭϯϱ ,167$//1(:.:)(5525(621$17&2167$17 &855(175(*8/$725,1$,5),(/'/,*+7,1* 9$8/7 >ͲϭϬϵ ϭ ϭϯϲ 1(:/5(/$<&$%,1(7 >ͲϭϬϵ ϭ ϭϯϳ 1(:/3,/27&21752//('5$',2 >ͲϭϬϵ Ϯ ϭϯϴ 1(:$,5),(/'/,*+7,1*3$7&+3$1(/>ͲϭϬϵ ϭ ϭϯϵ 5(/2&$7((;,67,1*3$3,6 5(,/6%2267 75$16)250(5 >ͲϭϬϵ ϭ ϭϰϬ 5(/2&$7((;,67,1*$8720$7,&75$16)(5 6:,7&+>ͲϭϬϵ ϯ ϭϰϭ 5(/2&$7((;,67,1*$8720$7,&75$16)(5 6:,7&+021,725,1*&$%,1(7 >ͲϭϬϵ ϭ ϭϰϮ 5(/2&$7((;,67,1*0$,16(59,&(3$1(//9 >ͲϭϬϵ ϭ ϭϰϯ &2175$&7256833/,('6758&785$/67$03(' 9$8/7%8,/',1*'5$:,1*6%<:$6+,1*7213( ,1&/8',1*$1<&,7<5(48,5('3(50,76 >ͲϭϬϵ >^ ϭ ϭϰϰ 6&++'3(',5(&7,21$/%25(>ͲϭϭϬ >& ϮϱϬ ϭϰϱ ,167$//1(:+/2$'5$7('&21&5(7( +$1'+2/(>Ͳϭϭϱ Ϯ ϭϰϲ ,167$//1(:$,5&5$)7/2$'5$7('&21&5(7( +$1'+2/(>Ͳϭϭϱ Ϯ ^,h>^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>dKd>/DKhEdс ΎEKd͗^ĂůĞƐƚĂǆŝƐƉĞƌtϰϱϴͲϮϬͲϭϳϬ;ZƵůĞϭϳϬͿ͘ ^,h>͗/d/s>/',d/E'sh>d/DWZKsDEd^ͲW,^ϭ;/W>/'/>Ϳ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ11ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ /dDEK͘ /dD^Z/Wd/KE ^W͘ ^d/KE hE/d YhEd/dz hE/dWZ/ ydE^/KE ϭϰϳ )2'35(9(17,21&21752/6 ͲϭϬϭ >^ ϭ ϭϰϴ &216758&7,216$)(7<$1'3+$6,1*ͲϭϬϯ >^ ϭ ϭϰϵ 02%,/,=$7,21 ͲϭϬϱ >^ ϭ ϭϱϬ &216758&7,2167$.,1*ͲϭϰϬ >^ ϭ ϭϱϭ $63+$/73$9(0(175(029$/72,1&+ 7+,&.1(66 WͲϭϬϭ ^z ϳϮϬ ϭϱϮ 81&/$66,),('(;&$9$7,21:,7+2873&& 81'(5/$<0(17 WͲϭϱϮ z ϲϴϬ ϭϱϯ 8168,7$%/((;&$9$7,21 WͲϭϱϮ z ϭϲϬ ϭϱϰ 48$55<63$//6 WͲϭϱϮ z ϭϬϱ ϭϱϱ &586+('$**5(*$7(%$6(&2856(WͲϮϬϵ z ϰϯϬ ϭϱϲ &+2.(6721(WͲϮϬϵ z ϱϱ ϭϱϳ 6(3$5$7,21*(27(;7,/(WͲϮϬϵ ^z ϭ͕ϴϬϬ ϭϱϴ %,$;,$/*(2*5,'WͲϯϭϭ ^z ϯϭϬ ϭϱϵ $63+$/7685)$&(&2856(WͲϰϬϭ dKE ϭϴϬ ϭϲϬ $63+$/7%$6(&2856(WͲϰϬϯ dKE ϴϱϬ ϭϲϭ (08/6,),('$63+$/77$&.&2$7 WͲϲϬϯ dKE Ϯ ϭϲϮ ,1,7,$/0$5.,1*6 WͲϲϮϬ ^& ϲϱϬ ϭϲϯ 5()/(&7,9(3(50$1(170$5.,1*6 WͲϲϮϬ ^& ϲϱϬ ^,h>^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>dKd>/DKhEdс ^,h>͗/d/sWsDEdZ,/>/d/KEͲW,^ϭ;K/E'EKEͲ/W>/'/>Ϳ ΎEKd͗^ĂůĞƐƚĂǆŝƐƉĞƌtϰϱϴͲϮϬͲϭϳϬ;ZƵůĞϭϳϬͿ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ12ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ /dDEK͘ /dD^Z/Wd/KE ^W͘ ^d/KE hE/d YhEd/dz hE/dWZ/ ydE^/KE ϭϲϰ )2'35(9(17,21&21752/6 ͲϭϬϭ >^ ϭ ϭϲϱ &216758&7,216$)(7<$1'3+$6,1*ͲϭϬϯ >^ ϭ ϭϲϲ 02%,/,=$7,21 ͲϭϬϱ >^ ϭ ϭϲϳ &216758&7,2167$.,1*ͲϭϰϬ >^ ϭ ϭϲϴ $,5),(/'(/(&75,&$/6<67(0'(02/,7,21$1' 6$/9$*(>ͲϭϬϬ >^ ϭ ϭϲϵ %$5(&8&2817(532,6(&$%/(,167$//(',1 75(1&+25%25(,1&/8',1**5281'52'6 >ͲϭϬϴ >& ϲ͕ϬϮϬ ϭϳϬ 39&6&+',5(&7%85,('>ͲϭϭϬ >& ϱ͕ϰϰϬ ϭϳϭ 39&6&+&21&5(7((1&$6('>ͲϭϭϬ >& ϱϴϬ ϭϳϮ ,167$//1(:$,5&5$)7/2$'5$7('&21&5(7( +$1'+2/(>Ͳϭϭϱ ϴ ϭϳϯ ,167$//1(:/7//('7$;,:$<('*(/,*+7 :,7+1(:,62/$7,2175$16)250(5$1' +$5':$5(211(:/%$6(&$1 >ͲϭϮϱ ϳϮ ^,h>&^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>&dKd>/DKhEdс ΎEKd͗^ĂůĞƐƚĂǆŝƐƉĞƌtϰϱϴͲϮϬͲϭϳϬ;ZƵůĞϭϳϬͿ͘ ^,h>&͗>dZ/>/d/sͲW,^ϭ;/W>/'/>Ϳ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ13ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ /dDEK͘ /dD^Z/Wd/KE ^W͘ ^d/KE hE/d YhEd/dz hE/dWZ/ ydE^/KE ϭϳϰ &2175$&72548$/,7<&21752/352*5$0&4&3 ͲϭϬϬ >^ ϭ ϭϳϱ )2'35(9(17,21&21752/6 ͲϭϬϭ >^ ϭ ϭϳϲ &$7&+%$6,13527(&7,21 ͲϭϬϮ ϯϬ ϭϳϳ ,17(5&(37(5%(50 ͲϭϬϮ >& Ϯ͕ϴϲϰ ϭϳϴ :+((/:$6+ͲϭϬϮ Ϯ ϭϳϵ &216758&7,216$)(7<$1'3+$6,1*ͲϭϬϯ >^ ϭ ϭϴϬ 02%,/,=$7,21 ͲϭϬϱ >^ ϭ ϭϴϭ &216758&7,2167$.,1*ͲϭϰϬ >^ ϭ ϭϴϮ $63+$/73$9(0(175(029$/72,1&+ 7+,&.1(66 WͲϭϬϭ ^z ϭϳ͕ϰϮϬ ϭϴϯ $63+$/73$9(0(175(029$/72,1&+ 7+,&.1(66 WͲϭϬϭ ^z ϳϱϬ ϭϴϰ &2/'0,//,1*9$5,$%/('(37+,1&+120,1$/WͲϭϬϭ ^z ϭ͕ϯϴϬ ϭϴϱ &2/'0,//,1*9$5,$%/('(37+,1&+120,1$/WͲϭϬϭ ^z ϭ͕ϵϭϬ ϭϴϲ 29(5/$<%$6(35(3$5$7,21 WͲϭϬϭ ^z ϭ͕ϰϯϬ ϭϴϳ &5$&.6($/,1*WͲϭϬϭ & ϭ ϭϴϴ 75(1&+(;&$9$7,216$)(7<6<67(06 WͲϭϬϮ >^ ϭ ϭϴϵ 87,/,7<327+2/,1*WͲϭϬϯ ϯϰ ϭϵϬ 81&/$66,),('(;&$9$7,21:,7+3&& 81'(5/$<0(17 WͲϭϱϮ z ϲ͕ϱϯϬ ϭϵϭ 81&/$66,),('(;&$9$7,21:,7+2873&& 81'(5/$<0(17 WͲϭϱϮ z ϭ͕ϲϰϬ ϭϵϮ (0%$1.0(17,13/$&(WͲϭϱϮ z ϱϳϬ ϭϵϯ 8168,7$%/((;&$9$7,21 WͲϭϱϮ z ϭ͕ϴϵϬ ϭϵϰ 675,33,1*WͲϭϱϮ z ϱϬϬ ϭϵϱ 48$55<63$//6 WͲϭϱϮ z ϭ͕ϮϲϬ ϭϵϲ '(:$7(5,1*WͲϭϱϮ >^ ϭ ϭϵϳ &586+('$**5(*$7(%$6(&2856(WͲϮϬϵ z ϱ͕ϭϬϬ ϭϵϴ &+2.(6721(WͲϮϬϵ z ϲϰϬ ϭϵϵ 6(3$5$7,21*(27(;7,/(WͲϮϬϵ ^z ϮϮ͕ϱϯϬ ϮϬϬ %,$;,$/*(2*5,'WͲϯϭϭ ^z ϯ͕ϳϲϬ ϮϬϭ $63+$/7685)$&(&2856(WͲϰϬϭ dKE ϰ͕ϵϴϬ ϮϬϮ $63+$/7/(9(/,1*&2856(WͲϰϬϭ dKE Ϯϱ ϮϬϯ $63+$/7%$6(&2856(WͲϰϬϯ dKE ϲ͕ϴϮϬ ϮϬϰ (08/6,),('$63+$/77$&.&2$7 WͲϲϬϯ dKE Ϯϱ ϮϬϱ &21&5(7()2575$16,7,216/$%6 WͲϲϭϬ ^z ϯϬϬ ϮϬϲ 3$9(0(170$5.,1*5(029$/WͲϲϮϬ ^& ϭϰϬ ϮϬϳ ,1,7,$/0$5.,1*6 WͲϲϮϬ ^& ϱ͕ϯϲϬ ϮϬϴ 3(50$1(170$5.,1*6WͲϲϮϬ ^& ϯ͕ϭϵϬ ^,h>'͗^/ͲW,^Ϯ;/W>/'/>Ϳ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ14ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ ϮϬϵ 5()/(&7,9(3(50$1(170$5.,1*6 WͲϲϮϬ ^& ϲ͕ϲϱϬ ϮϭϬ ,1&+5(,1)25&('&21&5(7(3,3(ͲϳϬϭ >& ϱϭϱ Ϯϭϭ ,1&+'8&7,/(,5213,3(ͲϳϬϭ >& ϰϰϱ ϮϭϮ 5(029((;,67,1*67250'5$,1$*(3,3(ͲϳϬϭ >& ϱϯϭ Ϯϭϯ &211(&772(;,67,1*672506758&785(ͲϳϬϭ ϰ Ϯϭϰ &211(&7(;,67,1*3,3(721(:6758&785(ͲϳϬϭ Ϯ Ϯϭϱ ,1&+&219(17,21$/81'(5'5$,1 ͲϳϬϱ >& Ϯ͕ϰϯϴ Ϯϭϲ 81'(5'5$,1&/($1287 ͲϳϬϱ ϯϲ Ϯϭϳ ,1&+81'(5'5$,1287)$//3,3(ͲϳϬϱ >& ϱϭϵ Ϯϭϴ 5(029((;,67,1*&$7&+%$6,1 Ͳϳϱϭ ϯ Ϯϭϵ &%7<3(,Ͳϳϱϭ ϴ ϮϮϬ $'-8676758&785(72*5$'(3$9(0(17Ͳϳϱϭ Ϯ ϮϮϭ $,5),(/'(/(&75,&$/6<67(0'(02/,7,21$1' 6$/9$*(>ͲϭϬϬ >^ ϭ ϮϮϮ %$5(&8&2817(532,6(&$%/(,167$//(',1 75(1&+25%25(,1&/8',1**5281'52'6 >ͲϭϬϴ >& ϭ͕ϰϬϱ ϮϮϯ 1(:/7<3(&.9&$%/(,167$//(',1 (;,67,1*251(:&21'8,7 >ͲϭϬϴ >& ϲ͕ϵϴϬ ϮϮϰ 39&6&+',5(&7%85,('>ͲϭϭϬ >& ϭ͕ϭϱϬ ϮϮϱ 39&6&+&21&5(7((1&$6('>ͲϭϭϬ >& Ϯϱϱ ϮϮϲ 6$/9$*((;,67,1*(/(9$7('/581:$< ('*(/,*+7$1'5(,167$//211(:/%$6( &$1 >ͲϭϮϱ ϭ ϮϮϳ ,167$//1(:/7//('7$;,:$<('*(/,*+7 :,7+1(:,62/$7,2175$16)250(5$1' +$5':$5(21(;,67,1*/%$6(&$1 >ͲϭϮϱ ϮϬ ϮϮϴ ,167$//1(:/7//('7$;,:$<('*(/,*+7 :,7+1(:,62/$7,2175$16)250(5$1' +$5':$5(,1&/8',1*%$6(&$1 (;7(16,2163$&(55,1*621(;,67,1*/ %$6(&$1 >ͲϭϮϱ ϯ ϮϮϵ ,167$//1(:/7//('7$;,:$<('*(/,*+7 :,7+1(:,62/$7,2175$16)250(5$1' +$5':$5(211(:/%$6(&$1 >ͲϭϮϱ ϮϬ ϭϭ/Ĩ^ĐŚĞĚƵůĞ,ŝƐĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϮϬϴWĞƌŵĂŶĞŶƚDĂƌŬŝŶŐƐǁŝůůďĞƌĞĚƵĐĞĚƚŽϬ>&͘ ϭϮ/Ĩ^ĐŚĞĚƵůĞ<ŝƐĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϮϮϳ/ŶƐƚĂůůEĞǁ>Ͳϴϲϭd;>Ϳ>dĂǆŝǁĂǇĚŐĞ>ŝŐŚƚǁŝƚŚEĞǁ/ƐŽůĂƚŝŽŶdƌĂŶƐĨŽƌŵĞƌ ĂŶĚ,ĂƌĚǁĂƌĞŽŶǆŝƐƚŝŶŐ>ͲϴϲϳĂƐĞĂŶǁŝůůďĞƌĞĚƵĐĞĚƚŽϬ͘ ϭϯ/Ĩ^ĐŚĞĚƵůĞ<ŝƐĂǁĂƌĚĞĚ͕ƉůĂŶƋƵĂŶƚŝƚǇĨŽƌŝĚ/ƚĞŵϮϮϴ/ŶƐƚĂůůEĞǁ>Ͳϴϲϭd;>Ϳ>dĂǆŝǁĂǇĚŐĞ>ŝŐŚƚǁŝƚŚEĞǁ/ƐŽůĂƚŝŽŶdƌĂŶƐĨŽƌŵĞƌ ĂŶĚ,ĂƌĚǁĂƌĞŝŶĐůƵĚŝŶŐĂƐĞĂŶǆƚĞŶƐŝŽŶͬ^ƉĂĐĞƌZŝŶŐƐŽŶǆŝƐƚŝŶŐ>ͲϴϲϳĂƐĞĂŶǁŝůůďĞƌĞĚƵĐĞĚƚŽϬ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ15ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ ϮϯϬ ,167$//1(:6,=(02'8/(/('$,5),(/' *8,'$1&(6,*1:,7+1(:,62/$7,21 75$16)250(521(;,67,1*&21&5(7( )281'$7,21 >ͲϭϮϱ Ϯ Ϯϯϭ ,167$//1(:6,=(02'8/(/('$,5),(/' *8,'$1&(6,*1:,7+1(:,62/$7,21 75$16)250(521(;,67,1*&21&5(7( )281'$7,21 >ͲϭϮϱ ϭ ϮϯϮ ,167$//1(:6,=(02'8/(/('$,5),(/' *8,'$1&(6,*1:,7+1(:,62/$7,21 75$16)250(5211(:&21&5(7()281'$7,21 >ͲϭϮϱ ϭ Ϯϯϯ ,167$//1(:6,=(02'8/(/('$,5),(/' *8,'$1&(6,*1:,7+1(:,62/$7,21 75$16)250(5211(:&21&5(7()281'$7,21 >ͲϭϮϱ ϭ Ϯϯϰ 6$/9$*((;,67,1*,13$9(0(17/&581:$< ('*(/,*+7$1'5(,167$//211(:/%$6( &$1 >ͲϭϮϱ ϭ Ϯϯϱ 6((',1*dͲϵϬϭ Ϭ͘ϱ Ϯϯϲ 08/&+dͲϵϬϭ Ϭ͘ϴ Ϯϯϳ 72362,/dͲϵϬϱ z ϱϬϬ Ϯϯϴ $%$1'21(;,67,1*),5(:$7(5/,1(&/60tͲϭϬϬ >^ ϭ Ϯϯϵ 5(029$/2)(;,67,1*,1',$0:$7(5 0$1+2/($1'*$7(9$/9(tͲϭϬϬ ϲ ϮϰϬ 5(029$/2)(;,67,1*%(/2:*5$'(),5( +<'5$17 tͲϭϬϮ ϳ Ϯϰϭ &2035(66('$,5',5(&7%85,('tͲϭϬϯ & ϭ ^,h>'^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>'dKd>/DKhEdс ΎEKd͗^ĂůĞƐƚĂǆŝƐƉĞƌtϰϱϴͲϮϬͲϭϳϬ;ZƵůĞϭϳϬͿ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ16ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ /dDEK͘ /dD^Z/Wd/KE ^W͘ ^d/KE hE/d YhEd/dz hE/dWZ/ ydE^/KE ϮϰϮ )2'35(9(17,21&21752/6 ͲϭϬϭ >^ ϭ Ϯϰϯ &216758&7,216$)(7<$1'3+$6,1*ͲϭϬϯ >^ ϭ Ϯϰϰ 02%,/,=$7,21 ͲϭϬϱ >^ ϭ Ϯϰϱ &216758&7,2167$.,1*ͲϭϰϬ >^ ϭ Ϯϰϲ &2/'0,//,1*9$5,$%/('(37+,1&+120,1$/WͲϭϬϭ ^z ϰ͕ϰϬϬ Ϯϰϳ 29(5/$<%$6(35(3$5$7,21 WͲϭϬϭ ^z ϯ͕ϮϵϬ Ϯϰϴ $63+$/7685)$&(&2856(WͲϰϬϭ dKE ϭ͕ϬϱϬ Ϯϰϵ $63+$/7/(9(/,1*&2856(WͲϰϬϭ dKE ϭϬ ϮϱϬ (08/6,),('$63+$/77$&.&2$7 WͲϲϬϯ dKE Ϯ͘ϲ Ϯϱϭ ,1,7,$/0$5.,1*6 WͲϲϮϬ ^& ϭ͕ϴϰϬ ϮϱϮ 5()/(&7,9(3(50$1(170$5.,1*6 WͲϲϮϬ ^& Ϯ͕ϯϯϬ ^,h>,^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>,dKd>/DKhEdс ^,h>,͗/d/sWsDEdZ,/>/d/KEͲW,^Ϯ;/W>/'/>Ϳ ΎEKd͗^ĂůĞƐƚĂǆŝƐƉĞƌtϰϱϴͲϮϬͲϭϳϬ;ZƵůĞϭϳϬͿ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůͲ17ŽĨ48 ^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ ϮϬϮϱ /dDEK͘ /dD^Z/Wd/KE ^W͘ ^d/KE hE/d YhEd/dz hE/dWZ/ ydE^/KE Ϯϱϯ )2'35(9(17,21&21752/6 ͲϭϬϭ >^ ϭ Ϯϱϰ &216758&7,216$)(7<$1'3+$6,1*ͲϭϬϯ >^ ϭ Ϯϱϱ 02%,/,=$7,21 ͲϭϬϱ >^ ϭ Ϯϱϲ &216758&7,2167$.,1*ͲϭϰϬ >^ ϭ Ϯϱϳ $63+$/73$9(0(175(029$/72,1&+ 7+,&.1(66 WͲϭϬϭ ^z ϴϵϬ Ϯϱϴ &2/'0,//,1*9$5,$%/('(37+,1&+120,1$/WͲϭϬϭ ^z ϯ͕ϬϬϬ Ϯϱϵ 29(5/$<%$6(35(3$5$7,21 WͲϭϬϭ ^z Ϯ͕ϮϯϬ ϮϲϬ $63+$/7685)$&(&2856(WͲϰϬϭ dKE ϵϯϬ Ϯϲϭ (08/6,),('$63+$/77$&.&2$7 WͲϲϬϯ dKE ϭ͘ϴ ϮϲϮ ,1,7,$/0$5.,1*6 WͲϲϮϬ ^& ϭ͕ϱϵϬ ^,h>/^ƵďƚŽƚĂůŝĚŵŽƵŶƚс t^ƚĂƚĞ^ĂůĞƐdĂǆ;ϭϬ͘ϯйͿΎс ^,h>/dKd>/DKhEdс 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^ŝŐŶĂƚƵƌĞ ĂƚĞ d,/^W'/EdEd/KE>>z>&d>E< dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ hƚŝůŝǌĂƚŝŽŶ WƌŽƉŽƐĂůͲ27ŽĨ48 ϮϬϮϱ /^sEd'h^/E^^EdZWZ/^hd/>/d/KEKDD/dDEd dŚĞƵŶĚĞƌƐŝŐŶĞĚŚĂƐƐĂƚŝƐĨŝĞĚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞƐƉĞĐŝĨŝĐĂƚŝŽŶƐŝŶƚŚĞĨŽůůŽǁŝŶŐŵĂŶŶĞƌ;ƉůĞĂƐĞ ĐŚĞĐŬƚŚĞĂƉƉƌŽƉƌŝĂƚĞƐƉĂĐĞͿ͗ dŚĞŝĚĚĞƌŝƐĐŽŵŵŝƚƚĞĚƚŽĂŵŝŶŝŵƵŵϳ͘ϵϴйƵƚŝůŝǌĂƚŝŽŶŽŶƚŚŝƐƉƌŽũĞĐƚ͘ dŚĞŝĚĚĞƌ;ŝĨƵŶĂďůĞƚŽŵĞĞƚƚŚĞŐŽĂůŽĨϳ͘ϵϴйͿŝƐĐŽŵŵŝƚƚĞĚƚŽĂŵŝŶŝŵƵŵŽĨͺͺͺͺͺй ƵƚŝůŝǌĂƚŝŽŶŽŶƚŚŝƐƉƌŽũĞĐƚĂŶĚŚĂƐƐƵďŵŝƚƚĞĚĚŽĐƵŵĞŶƚĂƚŝŽŶƐŚŽǁŝŶŐŐŽŽĚĨĂŝƚŚĞĨĨŽƌƚ͘ ;^ĞĞƉƉĞŶĚŝǆĨŽƌ'ŽŽĚ&ĂŝƚŚĨĨŽƌƚĚŽĐƵŵĞŶƚĂƚŝŽŶ͘Ϳ ŽŶƚƌĂĐƚŽƌ ^ƚĂƚĞZĞŐŝƐƚƌĂƚŝŽŶEŽ͘ Ǉ ;^ŝŐŶĂƚƵƌĞͿ ;dŝƚůĞͿ ĚĚƌĞƐƐ WŚŽŶĞEŽ͘ ŝƉŽĚĞ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ hƚŝůŝǌĂƚŝŽŶ WƌŽƉŽƐĂůͲ28ŽĨ48 ϮϬϮϱ >ddZK&/EdEd EĂŵĞŽĨďŝĚĚĞƌͬŽĨĨĞƌŽƌ͛ƐĨŝƌŵ͗ ĚĚƌĞƐƐ͗ ŝƚǇ͗^ƚĂƚĞ͗ŝƉ͗ EĂŵĞŽĨĨŝƌŵ͗ ĚĚƌĞƐƐ͗ ŝƚǇ͗^ƚĂƚĞ͗ŝƉ͗ dĞůĞƉŚŽŶĞ͗ ^ƚĂƚĞĞƌƚŝĨŝĐĂƚŝŽŶEƵŵďĞƌ͗ ĞƐĐƌŝƉƚŝŽŶŽĨǁŽƌŬƚŽďĞƉĞƌĨŽƌŵĞĚďǇĨŝƌŵ͗ dŚĞďŝĚĚĞƌͬŽĨĨĞƌŽƌŝƐĐŽŵŵŝƚƚĞĚƚŽƵƚŝůŝǌŝŶŐƚŚĞĂďŽǀĞͲŶĂŵĞĚĨŝƌŵĨŽƌƚŚĞǁŽƌŬĚĞƐĐƌŝďĞĚĂďŽǀĞ͘dŚĞ ĞƐƚŝŵĂƚĞĚĚŽůůĂƌǀĂůƵĞŽĨƚŚŝƐǁŽƌŬŝƐΨ ͘;WĞƌĐĞŶƚŽĨƚŽƚĂůĐŽŶƚƌĂĐƚ͗ йͿ ĨĨŝƌŵĂƚŝŽŶ dŚĞĂďŽǀĞͲŶĂŵĞĚĨŝƌŵĂĨĨŝƌŵƐƚŚĂƚŝƚǁŝůůƉĞƌĨŽƌŵƚŚĞƉŽƌƚŝŽŶŽĨƚŚĞĐŽŶƚƌĂĐƚĨŽƌƚŚĞĞƐƚŝŵĂƚĞĚĚŽůůĂƌ ǀĂůƵĞĂƐƐƚĂƚĞĚĂďŽǀĞĂŶĚƚŚĂƚƚŚĞĨŝƌŵŝƐĐĞƌƚŝĨŝĞĚƚŽƉĞƌĨŽƌŵƚŚĞƐƉĞĐŝĨŝĐƚƌĂĚĞƐ͘ Ǉ ĂƚĞ͗ ;^ŝŐŶĂƚƵƌĞͿ ;dŝƚůĞͿ /ĨƚŚĞďŝĚĚĞƌͬŽĨĨĞƌŽƌĚŽĞƐŶŽƚƌĞĐĞŝǀĞĂǁĂƌĚŽĨƚŚĞƉƌŝŵĞĐŽŶƚƌĂĐƚ͕ĂŶǇĂŶĚĂůůƌĞƉƌĞƐĞŶƚĂƚŝŽŶƐŝŶƚŚŝƐ >ĞƚƚĞƌŽĨ/ŶƚĞŶƚĂŶĚĨĨŝƌŵĂƚŝŽŶƐŚĂůůďĞŶƵůůĂŶĚǀŽŝĚ͘ ;^Ƶďŵŝƚ>ĞƚƚĞƌŽĨ/ŶƚĞŶƚƉĂŐĞĨŽƌĞĂĐŚƐƵďĐŽŶƚƌĂĐƚŽƌ͘Ϳ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ ZĞƐƚƌŝĐƚŝŽŶƐŽŶ&ĞĚĞƌĂůWƵďůŝĐtŽƌŬƐWƌŽũĞĐƚƐ WƌŽƉŽƐĂůͲ29ŽĨ48 ϮϬϮϱ Z^dZ/d/KE^KE&Z>Wh>/tKZ<^WZK:d^ ;ĂͿ'ĞŶĞƌĂů͗dŚŝƐĐůĂƵƐĞŝŵƉůĞŵĞŶƚƐƉƌŽǀŝƐŝŽŶƐĐŽŶƚĂŝŶĞĚŝŶƚŚĞŝƌƉŽƌƚĂŶĚŝƌǁĂǇ^ĂĨĞƚǇĂŶĚĂƉĂĐŝƚǇ ǆƉĂŶƐŝŽŶĐƚŽĨϭϵϴϳ͕WƵďůŝĐ>ĂǁEŽ͘ϭϬϬϮϮϯ͘ ;ďͿZĞƐƚƌŝĐƚŝŽŶƐŽŶ ŽŶƚƌĂĐƚǁĂƌĚ͗ EŽ ĐŽŶƚƌĂĐƚ ǁŝůů ďĞ ĂǁĂƌĚĞĚ ƚŽĂ ďŝĚĚĞƌ;ϭͿ ǁŚŽ ŝƐŽǁŶĞĚ Žƌ ĐŽŶƚƌŽůůĞĚďǇŽŶĞŽƌŵŽƌĞĐŝƚŝǌĞŶƐŽƌŶĂƚŝŽŶĂůƐŽĨĂĨŽƌĞŝŐŶĐŽƵŶƚƌǇŝŶĐůƵĚĞĚŽŶƚŚĞůŝƐƚŽĨĐŽƵŶƚƌŝĞƐ ƚŚĂƚĚŝƐĐƌŝŵŝŶĂƚĞĂŐĂŝŶƐƚh͘^͘ĨŝƌŵƐ͕ƉƵďůŝƐŚĞĚďǇƚŚĞhŶŝƚĞĚ^ƚĂƚĞƐdƌĂĚĞZĞƉƌĞƐĞŶƚĂƚŝǀĞ;h^dZͿŽƌ ;ϮͿǁŚŽƐĞƐƵďĐŽŶƚƌĂĐƚŽƌƐĂƌĞŽǁŶĞĚŽƌĐŽŶƚƌŽůůĞĚďǇŽŶĞŽƌŵŽƌĞĐŝƚŝǌĞŶƐŽƌŶĂƚŝŽŶĂůƐŽĨĂĨŽƌĞŝŐŶ 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ƉůĂĐĞĚǁŚĞŶŵĂŬŝŶŐƚŚĞĂǁĂƌĚ͘/ĨŝƚŝƐůĂƚĞƌĚĞƚĞƌŵŝŶĞĚƚŚĂƚƚŚĞďŝĚĚĞƌŬŶŽǁŝŶŐůǇƌĞŶĚĞƌĞĚĂŶ ĞƌƌŽŶĞŽƵƐĐĞƌƚŝĨŝĐĂƚŝŽŶ͕ƚŚĞƐƉŽŶƐŽƌŵĂǇĐĂŶĐĞůƚŚŝƐĐŽŶƚƌĂĐƚĨŽƌĚĞĨĂƵůƚĂƚŶŽĐŽƐƚƚŽƚŚĞƐƉŽŶƐŽƌ͘ ;ĨͿ^ƵďĐŽŶƚƌĂĐƚƐ͗dŚĞďŝĚĚĞƌƐŚĂůůŝŶĐŽƌƉŽƌĂƚĞƚŚŝƐĐůĂƵƐĞ͕ǁŝƚŚŽƵƚŵŽĚŝĨŝĐĂƚŝŽŶ͕ŝŶĐůƵĚŝŶŐƚŚŝƐƉĂƌĂŐƌĂƉŚ ;ĨͿŝŶĂůůƐŽůŝĐŝƚĂƚŝŽŶƐĂŶĚƐƵďĐŽŶƚƌĂĐƚƐƵŶĚĞƌƚŚŝƐĐŽŶƚƌĂĐƚ͘ ;ŐͿƉƉůŝĐĂďŝůŝƚǇŽĨϭϴh͘^͘͘ϭϬϬϭ͗dŚŝƐĐĞƌƚŝĨŝĐĂƚŝŽŶĐŽŶĐĞƌŶƐĂŵĂƚƚĞƌǁŝƚŚŝŶƚŚĞũƵƌŝƐĚŝĐƚŝŽŶŽĨƚŚĞ &ĞĚĞƌĂůǀŝĂƚŝŽŶĚŵŝŶŝƐƚƌĂƚŝŽŶĂŶĚƚŚĞŵĂŬŝŶŐŽĨĂĨĂůƐĞŽƌĨƌĂƵĚƵůĞŶƚĐĞƌƚŝĨŝĐĂƚŝŽŶŵĂǇƌĞŶĚĞƌƚŚĞ ŵĂŬĞƌƐƵďũĞĐƚƚŽƉƌŽƐĞĐƵƚŝŽŶƵŶĚĞƌdŝƚůĞϭϴ͕hŶŝƚĞƐ^ƚĂƚĞƐŽĚĞ͕^ĞĐƚŝŽŶϭϬϬϭ͘ &ŝƌŵEĂŵĞͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ƵƚŚŽƌŝǌĞĚ^ŝŐŶĂƚƵƌĞͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ dŝƚůĞ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ĂƚĞͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ d,/^W'/EdEd/KE>>z>&d>E< dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ ŝĚĚĞƌ͛ƐĞƌƚŝĨŝĐĂƚŝŽŶ WƌŽƉŽƐĂůͲ31ŽĨ48 ϮϬϮϱ /Z͛^Zd/&/d/KE 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Ž ƌ Ŭ ŝ Ě ZĂ Đ Ğ Ž Ĩ DĂ ũ Ž ƌ ŝ ƚ Ǉ Kǁ Ŷ Ğ ƌ 'Ğ Ŷ Ě Ğ ƌ Ž Ĩ DĂ ũ Ž ƌ ŝ ƚ Ǉ Kǁ Ŷ Ğ ƌ Ő Ğ Ž Ĩ &ŝ ƌ ŵ 'Z ^ Ύ d,/^W'/EdEd/KE>>z>&d>E< dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ >ŽĐĂůŐĞŶĐǇ^ƵďĐŽŶƚƌĂĐƚŽƌ>ŝƐƚ WƌŽƉŽƐĂůͲ39ŽĨ48 ϮϬϮϱ d,/^W'/EdEd/KE>>z>&d>E< dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůĨŽƌ/ŶĐŽƌƉŽƌĂƚŝŶŐZĞĐǇĐůĞĚDĂƚĞƌŝĂůƐ WƌŽƉŽƐĂůͲ41ŽĨ48 ϮϬϮϱ d,/^W'/EdEd/KE>>z>&d>E< dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ ŽŶƚƌĂĐƚŽƌĞƌƚŝĨŝĐĂƚŝŽŶ͕tĂŐĞ>ĂǁŽŵƉůŝĂŶĐĞʹZĞƐƉŽŶƐŝďŝůŝƚǇƌŝƚĞƌŝĂ WƌŽƉŽƐĂůͲ43ŽĨ48 ϮϬϮϱ d,/^W'/EdEd/KE>>z>&d>E< dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůʹ^ŝŐŶĂƚƵƌĞWĂŐĞ WƌŽƉŽƐĂůͲ45ŽĨ48 2ϬϮϱ WZKWK^>^/'EdhZW' ǇƐŝŐŶŝŶŐďĞůŽǁ͕ŝĚĚĞƌĂĐŬŶŽǁůĞĚŐĞƐƌĞĐĞŝƉƚĂŶĚƵŶĚĞƌƐƚĂŶĚŝŶŐŽĨƚŚĞĨŽůůŽǁŝŶŐĚĚĞŶĚĂƚŽ ƚŚĞŝĚŽĐƵŵĞŶƚƐ͗ ĚĚĞŶĚƵŵEŽ͘ ĂƚĞŽĨZĞĐĞŝƉƚ ĚĚĞŶĚƵŵEŽ͘ ĂƚĞŽĨZĞĐĞŝƉƚ ϭ ϯ Ϯ ϰ EKd͗ WƌŽƉŽƐĂůŵĂǇďĞĐŽŶƐŝĚĞƌĞĚŝƌƌĞŐƵůĂƌĂŶĚŵĂǇďĞƌĞũĞĐƚĞĚŝĨƚŚĞƌĞĐĞŝƉƚŽĨĚĚĞŶĚĂŝƐŶŽƚĂĐŬŶŽǁůĞĚŐĞĚ͘ dŚĞ ďŝĚĚĞƌ ŝƐ ŚĞƌĞďǇ ĂĚǀŝƐĞĚ ƚŚĂƚ ďǇ ƐŝŐŶĂƚƵƌĞ ŽĨƚŚŝƐ ƉƌŽƉŽƐĂůŚĞͬƐŚĞ ŝƐ ĚĞĞŵĞĚƚŽ ŚĂǀĞ ĂĐŬŶŽǁůĞĚŐĞĚĂůůƌĞƋƵŝƌĞŵĞŶƚƐĂŶĚƐŝŐŶĞĚĂůůĐĞƌƚŝĨŝĐĂƚĞƐĐŽŶƚĂŝŶĞĚŚĞƌĞŝŶ͘ ΀^ŝŐŶĂƚƵƌĞŽĨƵƚŚŽƌŝǌĞĚKĨĨŝĐŝĂů΁Ύ ΀ƵƐŝŶĞƐƐEĂŵĞ΁ ΀WƌŝŶƚĞĚEĂŵĞ΁ ΀ĚĚƌĞƐƐ>ŝŶĞϭ΁ ΀dŝƚůĞ΁ ΀ĚĚƌĞƐƐ>ŝŶĞϮ΁ ΀ĂƚĞ΁ ΀dĞůĞƉŚŽŶĞEƵŵďĞƌ΁ ΎEKd͗ ǀŝĚĞŶĐĞŽĨƚŚĞƐŝŐŶĂƚŽƌǇ͛ƐĂƵƚŚŽƌŝƚǇƚŽƐŝŐŶƚŚĞWƌŽƉŽƐĂůŽŶďĞŚĂůĨŽĨƚŚĞďƵƐŝŶĞƐƐĞŶƚŝƚǇƐŚĂůůďĞ ƐƵďŵŝƚƚĞĚǁŝƚŚƚŚĞŝĚ͘KƚŚĞƌǁŝƐĞ͕ƚŚĞƐƵďŵŝƚƚĞĚŝĚǁŝůůďĞĐŽŶƐŝĚĞƌĞĚŝƌƌĞŐƵůĂƌĂŶĚŶŽŶͲƌĞƐƉŽŶƐŝǀĞ ĂŶĚƚŚĞŝĚǁŝůůďĞƌĞũĞĐƚĞĚ͘ EKd͗ dŚĞĂĚĚƌĞƐƐĂŶĚƉŚŽŶĞŶƵŵďĞƌůŝƐƚĞĚĂďŽǀĞǁŝůůďĞƵƐĞĚĨŽƌĂůůĐŽŵŵƵŶŝĐĂƚŝŽŶƐƌĞŐĂƌĚŝŶŐƚŚŝƐƉƌŽƉŽƐĂů͘ dǇƉĞŽĨďƵƐŝŶĞƐƐĞŶƚŝƚǇ;Ğ͘Ő͘ĐŽƌƉŽƌĂƚŝŽŶ͕ƉĂƌƚŶĞƌƐŚŝƉ͕ĞƚĐ͘Ϳ͗ ^ƚĂƚĞŽĨ/ŶĐŽƌƉŽƌĂƚŝŽŶ͕Žƌ^ƚĂƚĞǁŚĞƌĞďƵƐŝŶĞƐƐĞŶƚŝƚǇǁĂƐĨŽƌŵĞĚ͗ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WƌŽƉŽƐĂůʹ^ŝŐŶĂƚƵƌĞWĂŐĞ WƌŽƉŽƐĂůͲ46ŽĨ48 ϮϬϮϱ t^ƚĂƚĞŽŶƚƌĂĐƚŽƌ͛ƐZĞŐŝƐƚƌĂƚŝŽŶη h/η /ŶĚƵƐƚƌŝĂů/ŶƐƵƌĂŶĐĞĐĐŽƵŶƚη ŵƉůŽǇŵĞŶƚ^ĞĐƵƌŝƚǇĞƉĂƌƚŵĞŶƚη ^ƚĂƚĞǆĐŝƐĞdĂǆZĞŐŝƐƚƌĂƚŝŽŶη hŶŝƋƵĞŶƚŝƚǇ/;h/Ϳ dŚĞ^ƵƌĞƚǇŽŵƉĂŶǇǁŚŝĐŚǁŝůůĨƵƌŶŝƐŚƚŚĞƌĞƋƵŝƌĞĚŽŶƚƌĂĐƚŽŶĚŝƐ ΀^ƵƌĞƚǇ΁΀ĚĚƌĞƐƐ>ŝŶĞϭ΁ ΀dĞůĞƉŚŽŶĞEƵŵďĞƌ΁΀ĚĚƌĞƐƐ>ŝŶĞϮ΁ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ 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ĞǆƉƌĞƐƐůǇƉƌŽǀŝĚĞĚŝŶƚŚŝƐŐƌĞĞŵĞŶƚ͘ ϳ͘ŽƵŶƚĞƌƉĂƌƚƐ͘dŚŝƐŐƌĞĞŵĞŶƚŝƐĞǆĞĐƵƚĞĚŝŶƚǁŽ;ϮͿŝĚĞŶƚŝĐĂůĐŽƵŶƚĞƌƉĂƌƚƐ͕ďǇƚŚĞƉĂƌƚŝĞƐ͕ĞĂĐŚŽĨǁŚŝĐŚƐŚĂůůĨŽƌ ĂůůƉƵƌƉŽƐĞƐďĞĚĞĞŵĞĚĂŶŽƌŝŐŝŶĂů͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐŐƌĞĞŵĞŶƚ ϮϬϮϱ ŽŶƚƌĂĐƚdĞŵƉůĂƚĞhƉĚĂƚĞĚϭϮͬϮϵͬϮϬϭϳ /Et/dE^^t,ZK&͕ƚŚĞŝƚǇŚĂƐĐĂƵƐĞĚƚŚĞƐĞƉƌĞƐĞŶƚƐƚŽďĞƐŝŐŶĞĚďǇŝƚƐDĂǇŽƌĂŶĚĂƚƚĞƐƚĞĚďǇŝƚƐŝƚǇůĞƌŬĂŶĚ ƚŚĞŽŶƚƌĂĐƚŽƌŚĂƐŚĞƌĞƵŶƚŽƐĞƚŚŝƐŚĂŶĚĂŶĚƐĞĂůƚŚĞĚĂǇĂŶĚǇĞĂƌĨŝƌƐƚĂďŽǀĞͲǁƌŝƚƚĞŶ͘ KEdZdKZ͗ /dzK&ZEdKE͗ WƌĞƐŝĚĞŶƚͬWĂƌƚŶĞƌͬKǁŶĞƌ ĞŶŝƐ>Ăǁ͕DĂǇŽƌ dd^d ^ĞĐƌĞƚĂƌǇ :ĂƐŽŶ^ĞƚŚ͕ŝƚǇůĞƌŬ &/ZD/E&KZDd/KE ĚͬďͬĂ ΀ŶƚĞƌ&ŝƌŵŶĂŵĞ΁ ,<KE͗տ>ŝŵŝƚĞĚ>ŝĂďŝůŝƚǇŽŵƉĂŶǇտWĂƌƚŶĞƌƐŚŝƉտŽƌƉŽƌĂƚŝŽŶ ^ddK&/EKZWKZd/KE͗΀ŶƚĞƌƐƚĂƚĞŽĨŝŶĐŽƌƉŽƌĂƚŝŽŶ΁ KEdZdKZKEdd/E&KZDd/KE͗ /dzKEdd/E&KZDd/KE͗ ΀ĚĚƌĞƐƐ>ŝŶĞϭ΁ ŝƚǇŽĨZĞŶƚŽŶ ΀ĚĚƌĞƐƐ>ŝŶĞϮ΁ ϭϬϱϱ^ŽƵƚŚ'ƌĂĚǇtĂǇ ΀ŝƚǇ͕^ƚĂƚĞĂŶĚŝƉ΁ ZĞŶƚŽŶ͕tϵϴϬϱϳ ΀ŶƚĞƌWŚŽŶĞEƵŵďĞƌ΁ ΀ŶƚĞƌWŚŽŶĞEƵŵďĞƌ΁ ΀ŶƚĞƌ&ĂǆEƵŵďĞƌŽƌŵĂŝůĚĚƌĞƐƐ΁ ΀ŶƚĞƌ&ĂǆEƵŵďĞƌŽƌŵĂŝůĚĚƌĞƐƐ΁ ƚƚĞŶƚŝŽŶ͗ /ĨďƵƐŝŶĞƐƐŝƐĂKZWKZd/KE͕ƚŚĞŶĂŵĞŽĨƚŚĞĐŽƌƉŽƌĂƚŝŽŶƐŚŽƵůĚďĞůŝƐƚĞĚŝŶĨƵůůĂŶĚďŽƚŚƚŚĞWƌĞƐŝĚĞŶƚĂŶĚ^ĞĐƌĞƚĂƌǇŵƵƐƚƐŝŐŶƚŚĞ ĐŽŶƚƌĂĐƚ͘KZ͕ŝĨŽŶĞƐŝŐŶĂƚƵƌĞŝƐƉĞƌŵŝƚƚĞĚďǇĐŽƌƉŽƌĂƚŝŽŶďǇͲůĂǁƐ͕ĂĐŽƉǇŽĨƚŚĞďǇͲůĂǁƐƐŚĂůůďĞĨƵƌŶŝƐŚĞĚƚŽƚŚĞŝƚǇĂŶĚŵĂĚĞĂ ƉĂƌƚŽĨƚŚĞĐŽŶƚƌĂĐƚĚŽĐƵŵĞŶƚ͘ /ĨƚŚĞďƵƐŝŶĞƐƐŝƐĂWZdEZ^,/W͕ƚŚĞĨƵůůŶĂŵĞŽĨĞĂĐŚƉĂƌƚŶĞƌƐŚŽƵůĚďĞůŝƐƚĞĚĨŽůůŽǁĞĚďǇĚͬďͬĂ;ĚŽŝŶŐďƵƐŝŶĞƐƐĂƐͿĂŶĚĨŝƌŵŽƌ ƚƌĂĚĞŶĂŵĞ͘ŶǇŽŶĞƉĂƌƚŶĞƌŵĂǇƐŝŐŶƚŚĞĐŽŶƚƌĂĐƚ͘ /ĨƚŚĞďƵƐŝŶĞƐƐŝƐĂŶůŝŵŝƚĞĚ>ŝĂďŝůŝƚǇŽŵƉĂŶǇ͕ĂŶĂƵƚŚŽƌŝǌĞĚŵĂŶĂŐŝŶŐŵĞŵďĞƌŽƌŵĂŶĂŐĞƌŵƵƐƚƐŝŐŶĨŽůůŽǁĞĚďǇŚŝƐͬŚĞƌƚŝƚůĞ͘ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ WĂŐĞϭŽĨϮ ŽŶƚƌĂĐƚŽŶĚƚŽƚŚĞ/dzŽĨZĞŶƚŽŶ ϬϯͬϬϴͬϮϬϮϮ&Đůď KEdZdKEdKd,/dzK&ZEdKE ŽŶĚEŽ͘ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ <EKt>>DEzd,^WZ^Ed^͕dŚĂƚǁĞ͕;KEdZdKZͬWZ/E/W>Ϳͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ŽĨ΀ĂĚĚƌĞƐƐ΁ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺĂƐWZ/E/W>͕ĂŶĚ ;^hZdzͿͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺĂĐŽƌƉŽƌĂƚŝŽŶŽƌŐĂŶŝǌĞĚĂŶĚĞǆŝƐƚŝŶŐƵŶĚĞƌ ƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺĂƐĂ^hZdzĐŽƌƉŽƌĂƚŝŽŶ͕ĂŶĚƋƵĂůŝĨŝĞĚƵŶĚĞƌƚŚĞ ůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨtĂƐŚŝŶŐƚŽŶƚŽďĞĐŽŵĞ^hZdzƵƉŽŶďŽŶĚƐŽĨĐŽŶƚƌĂĐƚŽƌƐǁŝƚŚŵƵŶŝĐŝƉĂů ĐŽƌƉŽƌĂƚŝŽŶƐ͕ĂƐ^hZdz͕ĂƌĞũŽŝŶƚůǇĂŶĚƐĞǀĞƌĂůůǇŚĞůĚĂŶĚĨŝƌŵůǇďŽƵŶĚƚŽƚŚĞŝƚǇŽĨZĞŶƚŽŶ ;/dzͬKtEZͿŝŶƚŚĞƐƵŵŽĨͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺh^ŽůůĂƌƐ ;ΨͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͿdŽƚĂůŽŶƚƌĂĐƚŵŽƵŶƚ͕ĨŽƌƚŚĞƉĂǇŵĞŶƚŽĨǁŚŝĐŚƐƵŵŽŶĚĞŵĂŶĚǁĞ ďŝŶĚŽƵƌƐĞůǀĞƐĂŶĚŽƵƌŚĞŝƌƐ͕ƐƵĐĐĞƐƐŽƌƐ͕ĂƐƐŝŐŶƐ͕ĞǆĞĐƵƚŽƌƐ͕ĂĚŵŝŶŝƐƚƌĂƚŽƌƐĂŶĚƉĞƌƐŽŶĂů ƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐ͕ĂƐƚŚĞĐĂƐĞŵĂǇďĞ͘dŚŝƐŽďůŝŐĂƚŝŽŶŝƐĞŶƚĞƌĞĚŝŶƚŽƉƵƌƐƵĂŶƚƚŽƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨ tĂƐŚŝŶŐƚŽŶĂŶĚƚŚĞŽƌĚŝŶĂŶĐĞƐŽĨƚŚĞŝƚǇŽĨZĞŶƚŽŶ͘ ĂƚĞĚĂƚͺͺͺͺͺͺͺͺͺͺͺͺͺ͕tĂƐŚŝŶŐƚŽŶ͕ƚŚŝƐͺͺͺͺͺͺͺͺĚĂǇŽĨͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ͕ϮϬͺͺͺͺͺͺ͘ EKt͕d,Z&KZd,KE/d/KE^K&d,KsK>/'d/KEZ^&K>>Kt^͗ t,Z^͕ƵŶĚĞƌĂŶĚƉƵƌƐƵĂŶƚƚŽŽŶƚƌĂĐƚEŽ͘'ͲϮϱͲϬϵϴƉƌŽǀŝĚŝŶŐĨŽƌĐŽŶƐƚƌƵĐƚŝŽŶŽĨƚŚĞdĂǆŝǁĂǇ ZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐWƌŽũĞĐƚ͖ƚŚĞWZ/E/W>ŚĂƐĂĐĐĞƉƚĞĚ͕ŽƌŝƐĂďŽƵƚƚŽ ĂĐĐĞƉƚ͕ƚŚĞŽŶƚƌĂĐƚ͕ĂŶĚƵŶĚĞƌƚĂŬĞƚŽƉĞƌĨŽƌŵƚŚĞtŽƌŬƚŚĞƌĞŝŶƉƌŽǀŝĚĞĚĨŽƌŝŶƚŚĞŵĂŶŶĞƌĂŶĚǁŝƚŚŝŶ ƚŚĞƚŝŵĞƐĞƚĨŽƌƚŚ͘ •dŚĞ^hZdzŝŶĚĞŵŶŝĨŝĞƐ͕ĚĞĨĞŶĚƐ͕ĂŶĚƉƌŽƚĞĐƚƐĂŶĚŚŽůĚƐƚŚĞ/dzͬKtEZ͕ŝƚƐŽĨĨŝĐĞƌƐ͕ĂŐĞŶƚƐ͕ĂŶĚ ĂƐƐŝŐŶƐŚĂƌŵůĞƐƐĨƌŽŵĂŶĚĂŐĂŝŶƐƚĂůůĐůĂŝŵƐ͕ůŝĂďŝůŝƚŝĞƐ͕ĐĂƵƐĞƐŽĨĂĐƚŝŽŶ͕ĚĂŵĂŐĞƐ͕ĂŶĚĐŽƐƚƐĨŽƌƐƵĐŚ ƉĂǇŵĞŶƚƐĨŽƌůĂďŽƌ͕ĞƋƵŝƉŵĞŶƚ͕ĂŶĚŵĂƚĞƌŝĂůƐďǇƐĂƚŝƐĨǇŝŶŐĂůůĐůĂŝŵƐĂŶĚĚĞŵĂŶĚƐŝŶĐƵƌƌĞĚƵŶĚĞƌ ƚŚĞŽŶƚƌĂĐƚ͕ĂŶĚƌĞŝŵďƵƌƐŝŶŐĂŶĚƉĂǇŝŶŐ/dzͬKtEZĂůůĞǆƉĞŶƐĞƐƚŚĂƚ/dzͬKtEZŵĂǇŝŶĐƵƌŝŶ ŵĂŬŝŶŐŐŽŽĚĂŶǇĚĞĨĂƵůƚďǇWZ/E/W>͖ĂŶĚ͕ĂŐĂŝŶƐƚĂŶǇĐůĂŝŵŽĨĚŝƌĞĐƚŽƌŝŶĚŝƌĞĐƚůŽƐƐƌĞƐƵůƚŝŶŐĨƌŽŵ ƚŚĞĨĂŝůƵƌĞŽĨƚŚĞWZ/E/W>͕ŝƚƐŚĞŝƌƐ͕ĞǆĞĐƵƚŽƌƐ͕ĂĚŵŝŶŝƐƚƌĂƚŽƌƐ͕ƐƵĐĐĞƐƐŽƌƐ͕ŽƌĂƐƐŝŐŶƐ͕;ŽƌƚŚĞ ƐƵďĐŽŶƚƌĂĐƚŽƌƐ Žƌ ůŽǁĞƌ ƚŝĞƌ ƐƵďĐŽŶƚƌĂĐƚŽƌƐ ŽĨ ƚŚĞ WZ/E/W>Ϳ ƚŽ ƉĂǇ Ăůů ůĂďŽƌĞƌƐ͕ ŵĞĐŚĂŶŝĐƐ͕ ƐƵďĐŽŶƚƌĂĐƚŽƌƐ͕ůŽǁĞƌƚŝĞƌƐƵďĐŽŶƚƌĂĐƚŽƌƐŵĂƚĞƌŝĂůƉĞƌƐŽŶƐ͕ĂŶĚĂůůƉĞƌƐŽŶƐǁŚŽƐŚĂůůƐƵƉƉůǇƐƵĐŚ ĐŽŶƚƌĂĐƚŽƌŽƌƐƵďĐŽŶƚƌĂĐƚŽƌƐǁŝƚŚƉƌŽǀŝƐŝŽŶƐĂŶĚƐƵƉƉůŝĞƐĨŽƌƚŚĞĐĂƌƌǇŝŶŐŽŶŽĨƐƵĐŚǁŽƌŬ͖ĂŶĚ͕ ĂŐĂŝŶƐƚĂŶǇĐůĂŝŵŽĨĚŝƌĞĐƚŽƌŝŶĚŝƌĞĐƚůŽƐƐƌĞƐƵůƚŝŶŐĨƌŽŵƚŚĞĨĂŝůƵƌĞŽĨƚŚĞWZ/E/W>͕ŝƚƐŚĞŝƌƐ͕ ĞǆĞĐƵƚŽƌƐ͕ĂĚŵŝŶŝƐƚƌĂƚŽƌƐ͕ƐƵĐĐĞƐƐŽƌƐ͕ŽƌĂƐƐŝŐŶƐ;ŽƌĂŶǇŽĨƚŚĞĞŵƉůŽǇĞĞƐ͕ƐƵďĐŽŶƚƌĂĐƚŽƌƐ͕ŽƌůŽǁĞƌ ƚŝĞƌƐƵďĐŽŶƚƌĂĐƚŽƌƐŽĨƚŚĞWZ/E/W>ͿƚŽĨĂŝƚŚĨƵůůǇƉĞƌĨŽƌŵƚŚĞŽŶƚƌĂĐƚ͘ ͻdŚĞŝŶĚĞŵŶŝƚŝĞƐƚŽ/dzͬKtEZƐŚĂůůĂůƐŽŝŶƵƌĞƚŽƚŚĞďĞŶĞĨŝƚŽĨƚŚĞŽŶƐƵůƚŝŶŐŶŐŝŶĞĞƌƐĂŶĚŽƚŚĞƌ ĚĞƐŝŐŶƉƌŽĨĞƐƐŝŽŶĂůƐƌĞƚĂŝŶĞĚďǇKtEZŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƚŚĞWƌŽũĞĐƚ͘ 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ƚŽĂŚŽƐƉŝƚĂůŽƌĂĚŽĐƚŽƌΖƐĐĂƌĞŽĨĂůůƉĞƌƐŽŶƐ;ŝŶĐůƵĚŝŶŐĞŵƉůŽǇĞĞƐͿǁŚŽŵĂǇďĞŝŶũƵƌĞĚŽŶƚŚĞǁŽƌŬƐŝƚĞ͘ dŚĞĚƵƚǇŽĨƚŚĞŶŐŝŶĞĞƌƚŽĐŽŶĚƵĐƚĐŽŶƐƚƌƵĐƚŝŽŶƌĞǀŝĞǁŽĨƚŚĞŽŶƚƌĂĐƚŽƌΖƐƉĞƌĨŽƌŵĂŶĐĞŝƐŶŽƚŝŶƚĞŶĚĞĚ ƚŽŝŶĐůƵĚĞƌĞǀŝĞǁŽĨƚŚĞĂĚĞƋƵĂĐǇŽĨƚŚĞŽŶƚƌĂĐƚŽƌΖƐƐĂĨĞƚǇŵĞĂƐƵƌĞƐŝŶ͕ŽŶ͕ŽƌŶĞĂƌƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶ ƐŝƚĞ͘ /ĨĚĞĂƚŚŽƌƐĞƌŝŽƵƐŝŶũƵƌŝĞƐŽƌƐĞƌŝŽƵƐĚĂŵĂŐĞƐĂƌĞĐĂƵƐĞĚ͕ƚŚĞĂĐĐŝĚĞŶƚƐŚĂůůďĞƌĞƉŽƌƚĞĚŝŵŵĞĚŝĂƚĞůǇďǇ ƚĞůĞƉŚŽŶĞŽƌŵĞƐƐĞŶŐĞƌƚŽďŽƚŚƚŚĞŶŐŝŶĞĞƌĂŶĚƚŚĞKǁŶĞƌ͘/ŶĂĚĚŝƚŝŽŶ͕ƚŚĞŽŶƚƌĂĐƚŽƌŵƵƐƚƉƌŽŵƉƚůǇ ƌĞƉŽƌƚŝŶǁƌŝƚŝŶŐƚŽƚŚĞŶŐŝŶĞĞƌĂůůĂĐĐŝĚĞŶƚƐǁŚĂƚƐŽĞǀĞƌĂƌŝƐŝŶŐŽƵƚŽĨ͕ŽƌŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚ͕ƚŚĞ ƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞǁŽƌŬǁŚĞƚŚĞƌŽŶ͕ŽƌĂĚũĂĐĞŶƚƚŽ͕ƚŚĞƐŝƚĞ͕ŐŝǀŝŶŐĨƵůůĚĞƚĂŝůƐĂŶĚƐƚĂƚĞŵĞŶƚƐŽĨ ǁŝƚŶĞƐƐĞƐ͘ /ĨĂŶǇĐůĂŝŵŝƐŵĂĚĞďǇĂŶǇŽŶĞĂŐĂŝŶƐƚƚŚĞŽŶƚƌĂĐƚŽƌŽƌĂŶǇƐƵďĐŽŶƚƌĂĐƚŽƌŽŶĂĐĐŽƵŶƚŽĨĂŶǇĂĐĐŝĚĞŶƚ͕ ƚŚĞŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽŵƉƚůǇƌĞƉŽƌƚƚŚĞĨĂĐƚƐŝŶǁƌŝƚŝŶŐƚŽƚŚĞŶŐŝŶĞĞƌŐŝǀŝŶŐĨƵůůĚĞƚĂŝůƐŽĨƚŚĞĐůĂŝŵ͘ EdhZzt^dE'/EZ/E' ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐͲϯŽĨϭϬ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ EKt/sZK&Z/',d^ EĞŝƚŚĞƌƚŚĞŝŶƐƉĞĐƚŝŽŶďǇƚŚĞKǁŶĞƌ͕ƚŚƌŽƵŐŚƚŚĞŶŐŝŶĞĞƌŽƌĂŶǇŽĨŚŝƐŽƌŚĞƌĞŵƉůŽǇĞĞƐ͕ŶŽƌĂŶǇŽƌĚĞƌ ďǇƚŚĞKǁŶĞƌĨŽƌƉĂǇŵĞŶƚŽĨŵŽŶĞǇ͕ŶŽƌĂŶǇƉĂǇŵĞŶƚĨŽƌ͕ŽƌĂĐĐĞƉƚĂŶĐĞŽĨ͕ƚŚĞǁŚŽůĞŽƌĂŶǇƉĂƌƚŽĨƚŚĞ ǁŽƌŬďǇƚŚĞKǁŶĞƌŽƌŶŐŝŶĞĞƌ͕ŶŽƌĂŶǇĞǆƚĞŶƐŝŽŶŽĨƚŝŵĞ͕ŶŽƌĂŶǇƉŽƐƐĞƐƐŝŽŶƚĂŬĞŶďǇƚŚĞKǁŶĞƌŽƌŝƚƐ ĞŵƉůŽǇĞĞƐ͕ƐŚĂůůŽƉĞƌĂƚĞĂƐĂǁĂŝǀĞƌŽĨĂŶǇƉƌŽǀŝƐŝŽŶŽĨƚŚĞƐĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ŽƌĂŶǇƉŽǁĞƌŚĞƌĞŝŶ ƌĞƐĞƌǀĞĚƚŽƚŚĞKǁŶĞƌ͕ŽƌĂŶǇƌŝŐŚƚƚŽĚĂŵĂŐĞƐŚĞƌĞŝŶƉƌŽǀŝĚĞĚ͕ŶŽƌƐŚĂůůĂŶǇǁĂŝǀĞƌŽĨĂŶǇďƌĞĂĐŚŝŶƚŚŝƐ ŐƌĞĞŵĞŶƚďĞŚĞůĚƚŽďĞĂǁĂŝǀĞƌŽĨĂŶǇŽƚŚĞƌŽƌƐƵďƐĞƋƵĞŶƚďƌĞĂĐŚ͘ >/d/'d/KE&^EyWE^^ /ŶƚŚĞĞǀĞŶƚƐƵŝƚŽƌĂĐƚŝŽŶďĞŝŶƐƚŝƚƵƚĞĚƚŽĞŶĨŽƌĐĞĂŶǇŽĨƚŚĞƚĞƌŵƐŽƌĐŽŶĚŝƚŝŽŶƐŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͕ǁŚŝĐŚ ƐŚĂůůďĞĐŽŶƐƚƌƵĞĚƉƵƌƐƵĂŶƚƚŽƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨtĂƐŚŝŶŐƚŽŶĞǆĐĞƉƚĂƐŵĂǇŽƚŚĞƌǁŝƐĞďĞƐƉĞĐŝĨŝĐĂůůǇ ƌĞƋƵŝƌĞĚ͕ǁŝƚŚǀĞŶƵĞƚŽůŝĞŝŶ<ŝŶŐŽƵŶƚǇ͕tĂƐŚŝŶŐƚŽŶ͕ĂŶĚƚŚĞůŽƐŝŶŐƉĂƌƚǇƐŚĂůůƉĂǇƚŽƚŚĞƉƌĞǀĂŝůŝŶŐ ƉĂƌƚǇ͕ŝŶĂĚĚŝƚŝŽŶƚŽƚŚĞĐŽƐƚƐĂŶĚĚŝƐďƵƌƐĞŵĞŶƚƐĂůůŽǁĞĚďǇƐƚĂƚƵƚĞ͕ƐƵĐŚƐƵŵĂƐƚŚĞĐŽƵƌƚŵĂǇĂĚũƵĚŐĞ ƌĞĂƐŽŶĂďůĞĂƐĂƚƚŽƌŶĞǇ͛ƐĨĞĞƐŝŶƐƵĐŚƐƵŝƚŽƌĂĐƚŝŽŶ͕ŝŶďŽƚŚƚƌŝĂůĂŶĚĂƉƉĞůůĂƚĞĐŽƵƌƚƐ͘ dDWKZZztdZEWKtZ EŽ ƉŽƚĂďůĞ ǁĂƚĞƌ ƐƵƉƉůǇ ŝƐ ŝŵŵĞĚŝĂƚĞůǇ ĂǀĂŝůĂďůĞ Ăƚ ƚŚĞ ĚĞƐŝŐŶĂƚĞĚ ŽŶƚƌĂĐƚŽƌΖƐ ƐƚĂŐŝŶŐ ĂƌĞĂ͘ dŚĞ 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dŚĞĐŽŶƚƌĂĐƚŽƌƐŚĂůůĨƵƌŶŝƐŚĂŶĚŵŽŶŝƚŽƌĂƚǁŽͲǁĂǇĐŽŵŵƵŶŝĐĂƚŝŽ ŶƐǇƐƚĞŵǁŝƚŚĂƌĂŶŐĞĐĂƉĂďůĞŽĨ ŵĂŝŶƚĂŝŶŝŶŐĐŽŶƚĂĐƚǁŝƚŚƚŚĞŝƌdƌĂĨĨŝĐŽŶƚƌŽůdŽǁĞƌ;ddͿ͕ĂŝƌƉŽƌƚhE/KD͕ĂŶĚĨŝǆĞĚďĂƐĞŽƉĞƌĂƚŽƌ ĂƚĂůůůŽĐĂƚŝŽŶƐŽŶƚŚĞĂŝƌƉŽƌƚŐƌŽƵŶĚƐ͘dŚĞƐǇƐƚĞŵǁŝůůďĞŵŽŶŝƚŽƌĞĚĂŶǇƚŝŵĞƉĞƌƐŽŶŶĞůĂŶĚĞƋƵŝƉŵĞŶƚ ĂƌĞŽƉĞƌĂƚŝŶŐŝŶƚŚĞĂŝƌŽƉĞƌĂƚŝŽŶƐĂƌĞĂ͘dŚĞĐŽŶƚƌĂĐƚŽƌ͛ƐŽƉĞƌĂƚŝŽŶƐǁŝůůďĞƐƵƐƉĞŶĚĞĚĂŶǇƚŝŵĞƚŚĞ ƌĞƋƵŝƌĞĚƌĂĚŝŽƐĂƌĞŶŽƚĂǀĂŝůĂďůĞŽƌŽƉĞƌĂƚŝŽŶĂů͘ EdhZzt^dE'/EZ/E' ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐͲϰŽĨϭϬ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ ^d/Dd^K&YhEd/d/^ dŚĞƋƵĂŶƚŝƚŝĞƐƐŚŽǁŶŽŶƚŚĞƉůĂŶƐĂŶĚŝŶƚŚĞďŝĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐĂƌĞĂƉƉƌŽǆŝŵĂƚĞŽŶůǇ͕ďĞŝŶŐŐŝǀĞŶĂƐĂ ďĂƐŝƐĨŽƌƚŚĞĐŽŵƉĂƌŝƐŽŶŽĨďŝĚƐ͘dŚĞKǁŶĞƌĚŽĞƐŶŽƚ͕ĞǆƉƌĞƐƐůǇŽƌďǇŝŵƉůŝĐĂƚŝŽŶ͕ĂŐƌĞĞƚŚĂƚƚŚĞĂĐƚƵĂů ĂŵŽƵŶƚŽĨǁŽƌŬǁŝůůĐŽƌƌĞƐƉŽŶĚƚŚĞƌĞǁŝƚŚ͕ĂŶĚƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚƚŽŝŶĐƌĞĂƐĞŽƌĚĞĐƌĞĂƐĞƚŚĞĂŵŽƵŶƚŽĨ ǁŽƌŬĂƐŵĂǇďĞĚĞĞŵĞĚŶĞĐĞƐƐĂƌǇŽƌĂĚǀŝƐĂďůĞďǇƚŚĞKǁŶĞƌ͘ ^sZ/>/dz /ĨĂƉĂƌƚŽĨƚŚŝƐĐŽŶƚƌĂĐƚĚŽĐƵŵĞŶƚŝƐĚĞĐůĂƌĞĚŝŶǀĂůŝĚ͕ĂůůƉĂƌƚƐƐĞǀĞƌĂďůĞĨƌŽŵƚŚĞŝŶǀĂůŝĚƉĂƌƚƐŚĂůůƌĞŵĂŝŶ ŝŶĞĨĨĞĐƚ͘/ĨĂƉĂƌƚŽĨƚŚŝƐĐŽŶƚƌĂĐƚĚŽĐƵŵĞŶƚŝƐĚĞĐůĂƌĞĚŝŶǀĂ ůŝĚŝŶŽŶĞŽƌŵŽƌĞŽĨŝƚƐĂƉƉůŝĐĂƚŝŽŶƐ͕ƚŚĂƚƉĂƌƚ ƐŚĂůůƌĞŵĂŝŶŝŶĞĨĨĞĐƚŝŶĂůůǀĂůŝĚĂƉƉůŝĐĂƚŝŽŶƐƚŚĂƚĂƌĞƐĞǀĞƌĂďůĞĨƌŽŵƚŚĞŝŶǀĂůŝĚĂƉƉůŝĐĂƚŝŽŶƐ͘ t/sZ &ĂŝůƵƌĞŽĨƚŚĞKǁŶĞƌƚŽĞŶĨŽƌĐĞĂŶǇƉƌŽǀŝƐŝŽŶŽĨƚŚŝƐŽŶƚƌĂĐƚƐŚĂůů ŶŽƚ ĐŽŶƐƚŝƚƵƚĞ Ă ǁĂŝǀĞƌ Žƌ ƌĞůŝŶƋƵŝƐŚŵĞŶƚďǇƚŚĞKǁŶĞƌŽĨƚŚĞƌŝŐŚƚƚŽƐƵĐŚƉĞƌĨŽƌŵĂŶĐĞŝŶƚŚĞĨƵƚƵƌĞŶŽƌŽĨƚŚĞƌŝŐŚƚƚŽĞŶĨŽƌĐĞ ĂŶǇŽƚŚĞƌƉƌŽǀŝƐŝŽŶŽĨƚŚŝƐŽŶƚƌĂĐƚ͘ ^^/'EDEdͬdZE^&Z ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚĂƐƐŝŐŶ͕ƐĞůů͕ŽƌƚƌĂŶƐĨĞƌƌŝŐŚƚƐ͕ŽƌĚĞůĞŐĂƚĞƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐƵŶĚĞƌƚŚŝƐŽŶƚƌĂĐƚ͕ŝŶ ǁŚŽůĞŽƌŝŶƉĂƌƚ͕ǁŝƚŚŽƵƚƚŚĞƉƌŝŽƌĐŽŶƐĞŶƚŽĨƚŚĞKǁŶĞƌ͘EŽƐƵĐŚǁƌŝƚƚĞŶĂƉƉƌŽǀĂůƐŚĂůůƌĞůŝĞǀĞŽŶƚƌĂĐƚŽƌ ŽĨĂŶǇŽďůŝŐĂƚŝŽŶƐŽĨƚŚŝƐŽŶƚƌĂĐƚ͕ĂŶĚĂŶǇƚƌĂŶƐĨĞƌĞĞƐŚĂůůďĞĐŽŶƐŝĚĞƌĞĚƚŚĞĂŐĞŶƚŽĨƚŚĞŽŶƚƌĂĐƚŽƌĂŶĚ ďŽƵŶĚƚŽƉĞƌĨŽƌŵŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůƌĞŵĂŝŶůŝĂďůĞĂƐďĞƚǁĞĞŶ ƚŚĞŽƌŝŐŝŶĂůƉĂƌƚŝĞƐƚŽƚŚĞŽŶƚƌĂĐƚĂƐŝĨŶŽĂƐƐŝŐŶŵĞŶƚŚĂĚŽĐĐƵƌƌĞĚ͘ ^h^^KZ^/E/EdZ^d dŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚŝƐŽŶƚƌĂĐƚƐŚĂůůďĞďŝŶĚŝŶŐƵƉŽŶĂŶĚƐŚĂůůŝŶƵƌĞƚŽƚŚĞďĞŶĞĨŝƚŽĨƚŚĞƉĂƌƚŝĞƐƚŽƚŚĞ ŽŶƚƌĂĐƚĂŶĚƚŚĞŝƌƌĞƐƉĞĐƚŝǀĞƐƵĐĐĞƐƐŽƌƐĂŶĚĂƐƐŝŐŶƐ͘ KtEZ͛^Z/',ddKKtKZ< ƚĂŶǇƚŝŵĞĂŶĚǁŝƚŚŽƵƚƉƌĞũƵĚŝĐŝŶŐƚŚŝƐŽŶƚƌĂĐƚ͕ƚŚĞKǁŶĞƌŵĂǇƉĞƌĨŽƌŵǁŽƌŬǁŝƚŚŝƚƐŽǁŶƉĞƌƐŽŶŶĞů͘ 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ŝŶƐƵƌĂŶĐĞĂŶĚƐŚĂůůŶŽƚĐŽŶƚƌŝďƵƚĞǁŝƚŚŝƚ͘ ͘ dŚĞŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽǀŝĚĞƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇĂŶĚĂůůĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚƐǁŝƚŚǁƌŝƚƚĞŶŶŽƚŝĐĞ ŽĨĂŶǇƉŽůŝĐǇĐĂŶĐĞůůĂƚŝŽŶ͕ǁŝƚŚŝŶƚǁŽďƵƐŝŶĞƐƐĚĂǇƐŽĨƚŚĞŝƌƌĞĐĞŝƉƚŽĨƐƵĐŚŶŽƚŝĐĞ͘ &͘ dŚĞŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚďĞŐŝŶǁŽƌŬƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚƵŶƚŝůƚŚĞƌĞƋƵŝƌĞĚŝŶƐƵƌĂŶĐĞŚĂƐďĞĞŶ ŽďƚĂŝŶĞĚĂŶĚĂƉƉƌŽǀĞĚďǇƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇ '͘ &ĂŝůƵƌĞŽŶƚŚĞƉĂƌƚŽĨƚŚĞŽŶƚƌĂĐƚŽƌƚŽŵĂŝŶƚĂŝŶƚŚĞŝŶƐƵƌĂŶĐĞĂƐƌĞƋƵŝƌĞĚƐŚĂůůĐŽŶƐƚŝƚƵƚĞĂ ŵĂƚĞƌŝĂůďƌĞĂĐŚŽĨĐŽŶƚƌĂĐƚ͕ƵƉŽŶǁŚŝĐŚƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇŵĂǇ͕ĂĨƚĞƌŐŝǀŝŶŐĨŝǀĞďƵƐŝŶĞƐƐĚĂǇƐ͛ ŶŽƚŝĐĞƚŽƚŚĞŽŶƚƌĂĐƚŽƌƚŽĐŽƌƌĞĐƚƚŚĞďƌĞĂĐŚ͕ŝŵŵĞĚŝĂƚĞůǇƚĞƌŵŝŶĂƚĞƚŚĞŽŶƚƌĂĐƚŽƌ͕ĂƚŝƚƐ ĚŝƐĐƌĞƚŝŽŶ͕ƉƌŽĐƵƌĞŽƌƌĞŶĞǁƐƵĐŚŝŶƐƵƌĂŶĐĞĂŶĚƉĂǇĂŶǇĂŶĚĂůůƉƌĞŵŝƵŵƐŝŶĐŽŶŶĞĐƚŝŽŶƚŚĞƌĞǁŝƚŚ͕ ǁŝƚŚĂŶǇƐƵŵƐƐŽĞǆƉĞŶĚĞĚƚŽďĞƌĞƉĂŝĚƚŽƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇŽŶĚĞŵĂŶĚ͕ŽƌĂƚƚŚĞƐŽůĞ ĚŝƐĐƌĞƚŝŽŶŽĨƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇ͕ŽĨĨƐĞƚĂŐĂŝŶƐƚĨƵŶĚƐĚƵĞƚŚĞŽŶƚƌĂĐƚŽƌĨƌŽŵƚŚĞŽŶƚƌĂĐƚŝŶŐ ŐĞŶĐǇ͘ ,͘ ůůĐŽƐƚƐĨŽƌŝŶƐƵƌĂŶĐĞƐŚĂůůďĞŝŶĐŝĚĞŶƚĂůƚŽĂŶĚŝŶĐůƵĚĞĚŝŶƚŚĞƵŶŝƚŽƌůƵŵƉƐƵŵƉƌŝĐĞƐŽĨƚŚĞ ŽŶƚƌĂĐƚĂŶĚŶŽĂĚĚŝƚŝŽŶĂůƉĂǇŵĞŶƚǁŝůůďĞŵĂĚĞ͘ ϭͲϬϳ͘ϭϴ;ϮͿĚĚŝƚŝŽŶĂů/ŶƐƵƌĞĚ ůůŝŶƐƵƌĂŶĐĞƉŽůŝĐŝĞƐ͕ǁŝƚŚƚŚĞĞǆĐĞƉƚŝŽŶŽĨtŽƌŬĞƌƐŽŵƉĞŶƐĂƚŝŽŶ͕ĂŶĚŽĨWƌŽĨĞƐƐŝŽŶĂů>ŝĂďŝůŝƚǇĂŶĚ ƵŝůĚĞƌ͛ƐZŝƐŬ;ŝĨƌĞƋƵŝƌĞĚďǇƚŚŝƐŽŶƚƌĂĐƚͿƐŚĂůůŶĂŵĞƚŚĞĨŽůůŽǁŝŶŐůŝƐƚĞĚĞŶƚŝƚŝĞƐĂƐĂĚĚŝƚŝŽŶĂů ŝŶƐƵƌĞĚ;ƐͿƵƐŝŶŐƚŚĞĨŽƌŵƐŽƌĞŶĚŽƌƐĞŵĞŶƚƐƌĞƋƵŝƌĞĚŚĞƌĞŝŶ͗ ƚŚĞŝƚǇŽĨZĞŶƚŽŶĂŶĚŝƚƐŽĨĨŝĐĞƌƐ͕ĞůĞĐƚĞĚŽĨĨŝĐŝĂůƐ͕ĞŵƉůŽǇĞĞƐ͕ĂŐĞŶƚƐ͕ĂŶĚǀŽůƵŶƚĞĞƌƐ EdhZzt^dE'/EZ/E' ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐͲϳŽĨϭϬ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ ĞŶƚƵƌǇtĞƐƚŶŐŝŶĞĞƌŝŶŐĂŶĚŝƚƐŽĨĨŝĐĞƌƐ͕ĞŵƉůŽǇĞĞƐ͕ĂŶĚĂŐĞŶƚƐ͘ dŚĞĂďŽǀĞͲůŝƐƚĞĚĞŶƚŝƚŝĞƐƐŚĂůůďĞĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚ;ƐͿĨŽƌƚŚĞĨƵůůĂǀĂŝůĂďůĞůŝŵŝƚƐŽĨůŝĂďŝůŝƚǇŵĂŝŶƚĂŝŶĞĚďǇ ƚŚĞŽŶƚƌĂĐƚŽƌ͕ŝƌƌĞƐƉĞĐƚŝǀĞŽĨǁŚĞƚŚĞƌƐƵĐŚůŝŵŝƚƐŵĂŝŶƚĂŝŶĞĚďǇƚŚĞŽŶƚƌĂĐƚŽƌĂƌĞŐƌĞĂƚĞƌƚŚĂŶƚŚŽƐĞ ƌĞƋƵŝƌĞĚďǇƚŚŝƐŽŶƚƌĂĐƚ͕ĂŶĚŝƌƌĞƐƉĞĐƚŝǀĞŽĨǁŚĞƚŚĞƌƚŚĞĞƌƚŝĨŝĐĂƚĞŽĨ/ŶƐƵƌĂŶĐĞƉƌŽǀŝĚĞĚďǇƚŚĞ ŽŶƚƌĂĐƚŽƌƉƵƌƐƵĂŶƚƚŽϭͲϬϳ͘ϭϴ;ϰͿĚĞƐĐƌŝďĞƐůŝŵŝƚƐůŽǁĞƌƚŚĂŶƚŚŽƐĞŵĂŝŶƚĂŝŶĞĚďǇƚŚĞŽŶƚƌĂĐƚŽƌ͘ &ŽƌŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞĐŽǀĞƌĂŐĞ͕ƚŚĞƌĞƋƵŝƌĞĚĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚĞŶĚŽƌƐĞŵĞŶƚƐƐŚĂůů ďĞĂƚůĞĂƐƚĂƐďƌŽĂĚĂƐ/^KĨŽƌŵƐ'ϮϬϭϬϭϬϬϭĨŽƌŽŶŐŽŝŶŐŽƉ ĞƌĂƚŝŽŶƐĂŶĚ'ϮϬϯϳϭϬϬϭĨŽƌĐŽŵƉůĞƚĞĚ ŽƉĞƌĂƚŝŽŶƐ͘ ϭͲϬϳ͘ϭϴ;ϯͿ^ƵďĐŽŶƚƌĂĐƚŽƌƐ 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ƐŝŐŶĞĚŽŶƚƌĂĐƚĨŽƌƚŚĞǁŽƌŬ͘&ĂŝůƵƌĞŽĨŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇƚŽĚĞŵĂŶĚƐƵĐŚǀĞƌŝĨŝĐĂƚŝŽŶŽĨĐŽǀĞƌĂŐĞǁŝƚŚ ƚŚĞƐĞŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞŵĞŶƚƐŽƌĨĂŝůƵƌĞŽĨŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇƚŽŝĚĞŶƚŝĨǇĂĚĞĨŝĐŝĞŶĐǇĨƌŽŵƚŚĞŝŶƐƵƌĂŶĐĞ ĚŽĐƵŵĞŶƚĂƚŝŽŶƉƌŽǀŝĚĞĚƐŚĂůůŶŽƚďĞĐŽŶƐƚƌƵĞĚĂƐĂǁĂŝǀĞƌŽĨŽŶƚƌĂĐƚŽƌ͛ƐŽďůŝŐĂƚŝŽŶƚŽŵĂŝŶƚĂŝŶƐƵĐŚ ŝŶƐƵƌĂŶĐĞ͘ sĞƌŝĨŝĐĂƚŝŽŶŽĨĐŽǀĞƌĂŐĞƐŚĂůůŝŶĐůƵĚĞ͗ ϭ͘ ŶKZĐĞƌƚŝĨŝĐĂƚĞŽƌĂĨŽƌŵĚĞƚĞƌŵŝŶĞĚďǇƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇƚŽďĞĞƋƵŝǀĂůĞŶƚ͘ Ϯ͘ ŽƉŝĞƐŽĨĂůůĞŶĚŽƌƐĞŵĞŶƚƐŶĂŵŝŶŐŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇĂŶĚĂůůŽƚŚĞƌĞŶƚŝƚŝĞƐůŝƐƚĞĚŝŶϭͲϬϳ͘ϭϴ;ϮͿĂƐ ĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚ;ƐͿ͕ƐŚŽǁŝŶŐƚŚĞƉŽůŝĐǇŶƵŵďĞƌ͘dŚĞŽŶƚƌĂĐƚŽƌŵĂǇƐƵďŵŝƚĂĐŽƉǇŽĨĂŶǇďůĂŶŬĞƚ ĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚĐůĂƵƐĞĨƌŽŵŝƚƐƉŽůŝĐŝĞƐŝŶƐƚĞĂĚŽĨĂƐĞƉĂƌĂƚĞĞŶĚŽƌƐĞŵĞŶƚ͘ ϯ͘ ŶǇŽƚŚĞƌĂŵĞŶĚĂƚŽƌǇĞŶĚŽƌƐĞŵĞŶƚƐƚŽƐŚŽǁƚŚĞĐŽǀĞƌĂŐĞƌĞƋƵŝƌĞĚŚĞƌĞŝŶ͘ ϰ͘ ŶŽƚĂƚŝŽŶŽĨĐŽǀĞƌĂŐĞĞŶŚĂŶĐĞŵĞŶƚƐŽŶƚŚĞĞƌƚŝĨŝĐĂƚĞŽĨ/ŶƐƵƌĂŶĐĞƐŚĂůůŶŽƚƐĂƚŝƐĨǇƚŚĞƐĞ ƌĞƋƵŝƌĞŵĞŶƚƐʹĂĐƚƵĂůĞŶĚŽƌƐĞŵĞŶƚƐŵƵƐƚďĞƐƵďŵŝƚƚĞĚ͘ hƉŽŶƌĞƋƵĞƐƚďǇƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇ͕ƚŚĞŽŶƚƌĂĐƚŽƌƐŚĂůůĨŽƌǁĂƌĚƚŽƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇĂĨƵůů ĂŶĚĐĞƌƚŝĨŝĞĚĐŽƉǇŽĨƚŚĞŝŶƐƵƌĂŶĐĞƉŽůŝĐǇ;ƐͿ͘/ĨƵŝůĚĞƌƐZŝƐŬŝŶƐƵƌĂŶĐĞŝƐƌĞƋƵŝƌĞĚŽŶƚŚŝƐWƌŽũĞĐƚ͕ĂĨƵůů ĂŶĚĐĞƌƚŝĨŝĞĚĐŽƉǇŽĨƚŚĂƚƉŽůŝĐǇŝƐƌĞƋƵŝƌĞĚǁŚĞŶƚŚĞŽŶƚƌĂĐƚŽƌĚĞůŝǀĞƌƐƚŚĞƐŝŐŶĞĚŽŶƚƌĂĐƚĨŽƌƚŚĞǁŽƌŬ͘ EdhZzt^dE'/EZ/E' ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐͲϴŽĨϭϬ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ ϭͲϬϳ͘ϭϴ;ϱͿŽǀĞƌĂŐĞƐĂŶĚ>ŝŵŝƚƐ dŚĞŝŶƐƵƌĂŶĐĞƐŚĂůůƉƌŽǀŝĚĞƚŚĞŵŝŶŝŵƵŵĐŽǀĞƌĂŐĞƐĂŶĚůŝŵŝƚƐƐĞƚĨŽƌƚŚďĞůŽǁ͘ŽŶƚƌĂĐƚŽƌ͛ƐŵĂŝŶƚĞŶĂŶĐĞ ŽĨŝŶƐƵƌĂŶĐĞ͕ŝƚƐƐĐŽƉĞŽĨĐŽǀĞƌĂŐĞ͕ĂŶĚůŝŵŝƚƐĂƐƌĞƋƵŝƌĞĚŚĞƌĞŝŶƐŚĂůůŶŽƚďĞĐŽŶƐƚƌƵĞĚƚŽůŝŵŝƚƚŚĞůŝĂďŝůŝƚǇ ŽĨƚŚĞŽŶƚƌĂĐƚŽƌƚŽƚŚĞĐŽǀĞƌĂŐĞƉƌŽǀŝĚĞĚďǇƐƵĐŚŝŶƐƵƌĂŶĐĞ͕ŽƌŽƚŚĞƌǁŝƐĞůŝŵŝƚƚŚĞŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇ͛Ɛ ƌĞĐŽƵƌƐĞƚŽĂŶǇƌĞŵĞĚǇĂǀĂŝůĂďůĞĂƚůĂǁŽƌŝŶĞƋƵŝƚǇ͘ ůů ĚĞĚƵĐƚŝďůĞƐ ĂŶĚ ƐĞůĨͲŝŶƐƵƌĞĚ ƌĞƚĞŶƚŝŽŶƐ ŵƵƐƚ ďĞ ĚŝƐĐůŽƐĞĚ ĂŶĚ ĂƌĞ ƐƵďũĞĐƚ ƚŽ ĂƉƉƌŽǀĂů ďǇ ƚŚĞ ŽŶƚƌĂĐƚŝŶŐŐĞŶĐǇ͘dŚĞĐŽƐƚŽĨĂŶǇĐůĂŝŵƉĂǇŵĞŶƚƐĨĂůůŝŶŐǁŝƚ ŚŝŶƚŚĞĚĞĚƵĐƚŝďůĞŽƌƐĞůĨͲŝŶƐƵƌĞĚƌĞƚĞŶƚŝŽŶ ƐŚĂůůďĞƚŚĞƌĞƐƉŽŶƐŝďŝůŝƚǇŽĨƚŚĞŽŶƚƌĂĐƚŽƌ͘/ŶƚŚĞĞǀĞŶƚĂŶĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚŝŶĐƵƌƐĂůŝĂďŝůŝƚǇƐƵďũĞĐƚƚŽ ĂŶǇƉŽůŝĐǇ͛ƐĚĞĚƵĐƚŝďůĞƐŽƌƐĞůĨͲŝŶƐƵƌĞĚƌĞƚĞŶƚŝŽŶ͕ƐĂŝĚĚĞĚƵĐƚŝďůĞƐŽƌƐĞůĨͲŝŶƐƵƌĞĚƌĞƚĞŶƚŝŽŶƐŚĂůůďĞƚŚĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇŽĨƚŚĞŽŶƚƌĂĐƚŽƌ͘ ϭͲϬϳ͘ϭϴ;ϱͿŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚǇ 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ƵƚŽŵŽďŝůĞ>ŝĂďŝůŝƚǇƐŚĂůůĐŽǀĞƌŽǁŶĞĚ͕ŶŽŶͲŽǁŶĞĚ͕ŚŝƌĞĚ͕ĂŶĚůĞĂƐĞĚǀĞŚŝĐůĞƐ͖ĂŶĚƐŚĂůůďĞǁƌŝƚƚĞŶ ŽŶĂĐŽǀĞƌĂŐĞĨŽƌŵĂƚůĞĂƐƚĂƐďƌŽĂĚĂƐ/^KĨŽƌŵϬϬϬϭ͘/ĨƚŚĞǁŽƌŬŝŶǀŽůǀĞƐƚŚĞƚƌĂŶƐƉŽƌƚŽĨ ƉŽůůƵƚĂŶƚƐ͕ƚŚĞĂƵƚŽŵŽďŝůĞůŝĂďŝůŝƚǇƉŽůŝĐǇƐŚĂůůŝŶĐůƵĚĞD^ϵϬĂŶĚϵϵϰϴĞŶĚŽƌƐĞŵĞŶƚƐ͘ ^ƵĐŚƉŽůŝĐǇŵƵƐƚƉƌŽǀŝĚĞƚŚĞĨŽůůŽǁŝŶŐŵŝŶŝŵƵŵůŝŵŝƚ͗ Ψϭ͕ϬϬϬ͕ϬϬϬ ŽŵďŝŶĞĚƐŝŶŐůĞůŝŵŝƚĞĂĐŚĂĐĐŝĚĞŶƚ ϭͲϬϳ͘ϭϴ;ϱͿtŽƌŬĞƌƐ͛ŽŵƉĞŶƐĂƚŝŽŶ dŚĞŽŶƚƌĂĐƚŽƌƐŚĂůůĐŽŵƉůǇǁŝƚŚtŽƌŬĞƌƐ͛ŽŵƉĞŶƐĂƚŝŽŶĐŽǀĞƌĂŐĞĂƐƌĞƋƵŝƌĞĚďǇƚŚĞ/ŶĚƵƐƚƌŝĂů /ŶƐƵƌĂŶĐĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨtĂƐŚŝŶŐƚŽŶ͘ ϭͲϬϳ͘ϭϴ;ϱͿǆĐĞƐƐŽƌhŵďƌĞůůĂ>ŝĂďŝůŝƚǇ dŚĞŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽǀŝĚĞǆĐĞƐƐŽƌhŵďƌĞůůĂ>ŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞǁŝƚŚůŝŵŝƚƐŽĨŶŽƚůĞƐƐƚŚĂŶΨϭ ŵŝůůŝŽŶĞĂĐŚŽĐĐƵƌƌĞŶĐĞĂŶĚĂŶŶƵĂůĂŐŐƌĞŐĂƚĞ͘dŚŝƐĞǆĐĞƐƐŽƌƵŵďƌĞůůĂůŝĂďŝůŝƚǇĐŽǀĞƌĂŐĞƐŚĂůůďĞ ĞǆĐĞƐƐŽǀĞƌĂŶĚĂƐůĞĂƐƚĂƐďƌŽĂĚŝŶĐŽǀĞƌĂŐĞĂƐƚŚĞŽŶƚƌĂĐƚŽƌ͛ƐŽŵŵĞƌĐŝĂů'ĞŶĞƌĂůĂŶĚƵƚŽ >ŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞ EdhZzt^dE'/EZ/E' ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐͲϵŽĨϭϬ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ ůůĞŶƚŝƚŝĞƐůŝƐƚĞĚƵŶĚĞƌϭͲϬϳ͘ϭϴ;ϮͿŽĨƚŚĞƐĞ^ƉĞĐŝĂůWƌŽǀŝƐŝŽŶƐƐŚĂůůďĞŶĂŵĞĚĂƐĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚƐ ŽŶƚŚĞŽŶƚƌĂĐƚŽƌ͛ƐǆĐĞƐƐŽƌhŵďƌĞůůĂ>ŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞƉŽůŝĐǇ͘ dŚŝƐƌĞƋƵŝƌĞŵĞŶƚŵĂǇďĞƐĂƚŝƐĨŝĞĚŝŶƐƚĞĂĚƚŚƌŽƵŐŚƚŚĞŽŶƚƌĂĐƚŽƌ͛ƐƉƌŝŵĂƌǇŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů ĂŶĚƵƚŽŵŽďŝůĞ>ŝĂďŝůŝƚǇĐŽǀĞƌĂŐĞƐ͕ŽƌĂŶǇĐŽŵďŝŶĂƚŝŽŶƚŚĞƌĞŽĨƚŚĂƚĂĐŚŝĞǀĞƐƚŚĞŽǀĞƌĂůůƌĞƋƵŝƌĞĚ ůŝŵŝƚƐŽĨŝŶƐƵƌĂŶĐĞ͘ ϭͲϬϳ͘ϭϴ;ϱͿ,DĂƌŝŶĞWŽůůƵƚŝŽŶ dŚĞŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽĐƵƌĞĂŶĚŵĂŝŶƚĂŝŶWŽůůƵƚŝŽŶ>ŝĂďŝůŝƚǇ;KW͕Z>ͿŝŶƐƵƌĂŶĐĞƚŽƐĂƚŝƐĨǇh͘^͘ ŽĂƐƚ'ƵĂƌĚƌĞƋƵŝƌĞŵĞŶƚƐĂƐƌĞƐƉĞĐƚƐƚŚĞ&ĞĚĞƌĂůKŝůWŽůůƵƚŝŽŶĐƚŽĨϭϵϵϬĂŶĚƚŚĞŽŵƉƌĞŚĞŶƐŝǀĞ ŶǀŝƌŽŶŵĞŶƚĂůZĞƐƉŽŶƐĞ͕ŽŵƉĞŶƐĂƚŝŽŶĂŶĚ>ŝĂďŝůŝƚǇĐƚŽĨϭϵϴϬĂƐĂŵĞŶĚĞĚ͘ ^ƵĐŚƉŽůŝĐǇŵƵƐƚƉƌŽǀŝĚĞƚŚĞĨŽůůŽǁŝŶŐŵŝŶŝŵƵŵůŝŵŝƚƐ͕ŽƌƐƚĂƚƵƚŽƌǇůŝŵŝƚƐŽĨůŝĂďŝůŝƚǇĂƐĂƉƉůŝĐĂďůĞ͕ ǁŚŝĐŚĞǀĞƌŝƐŚŝŐŚĞƌ͗ Ψϭ͕ϬϬϬ͕ϬϬϬ ƉĞƌKĐĐƵƌƌĞŶĐĞ ϭͲϬϳ͘ϭϴ;ϱͿ:WŽůůƵƚŝŽŶ>ŝĂďŝůŝƚǇ dŚĞŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽǀŝĚĞĂŽŶƚƌĂĐƚŽƌƐWŽůůƵƚŝŽŶ>ŝĂďŝůŝƚǇƉŽůŝĐǇ͕ƉƌŽǀŝĚŝŶŐĐŽǀĞƌĂŐĞĨŽƌĐůĂŝŵƐ ŝŶǀŽůǀŝŶŐďŽĚŝůǇŝŶũƵƌǇ͕ƉƌŽƉĞƌƚǇĚĂŵĂŐĞ;ŝŶĐůƵĚŝŶŐůŽƐƐŽĨƵƐĞŽĨƚĂŶŐŝďůĞƉƌŽƉĞƌƚǇƚŚĂƚŚĂƐŶŽƚďĞĞŶ ƉŚǇƐŝĐĂůůǇŝŶũƵƌĞĚͿ͕ĐůĞĂŶƵƉĐŽƐƚƐ͕ƌĞŵĞĚŝĂƚŝŽŶ͕ĚŝƐƉŽƐĂůŽƌŽƚŚĞƌŚĂŶĚůŝŶŐŽĨƉŽůůƵƚĂŶƚƐ͕ŝŶĐůƵĚŝŶŐ ĐŽƐƚƐĂŶĚĞǆƉĞŶƐĞƐŝŶĐƵƌƌĞĚŝŶƚŚĞŝŶǀĞƐƚŝŐĂƚŝŽŶ͕ĚĞĨĞŶƐĞ͕ŽƌƐĞƚƚůĞŵĞŶƚŽĨĐůĂŝŵƐ͕ĂƌŝƐŝŶŐŽƵƚŽĨĂŶǇ ŽŶĞŽƌŵŽƌĞŽĨƚŚĞĨŽůůŽǁŝŶŐ͗ 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This item shall consist of temporary control measures as shown on the plans or as ordered by the Engineer during the life of a contract to control pollution of air and water, soil erosion, and siltation through the use of Best Management Practices (BMPs) as shown on the Contract Documents, in the Construction Stormwater Pollution Prevention Plan (CSWPP). Temporary erosion control shall be in accordance with the approved erosion control plan; the approved Construction Safety and Phasing Plan (CSPP) and AC 150/5370-2, Operational Safety on Airports During Construction. Temporary erosion control shall also be installed and maintained in accordance with City of Renton Municipal Code (RMC) 4-6-030, the King County Stormwater Pollution Prevention Manual (SPPM), and WAC 173-201A. In the event that there is a conflict between these, the most stringent shall apply. The temporary erosion control measures contained herein shall be coordinated with the permanent erosion control measures specified as part of this contract. The Contractor shall maintain all Best Management Practices (BMPs) for the duration of construction until final stabilization is approved by the City of Renton.. Temporary control will include work outside the construction limits such as borrow pit operations, equipment and material storage sites, waste areas, and temporary plant sites. The Contractor shall divert stormwater away from work areas and contain all stormwater and process water within the construction site. These waters shall be collected and disposed of off airport property. Temporary control measures shall be designed, installed, and maintained to minimize the creation of wildlife attractants that have the potential to attract hazardous wildlife on or near Renton Municipal Airport. 102-2. Submittals. The Contractor shall submit a Construction Stormwater Pollution Plan (CSWPP). The CSWPP shall include CESCL Certification Cards and Qualifications for all those designated to be the CESCL for the project. The Contractor shall also submit material submittals to the Engineer per the project requirements for items not limited to the list below: 1. Grass 2. Fertilizer 3. Silt Fence 4. Erosion Control Blanket 5. Catch Basin Protection 6. Temporary Piping/Connections/Plugs 7. Temporary Pumps/Dewatering Plan 8. Wheel Wash 9. Sediment Trap Materials submitted shall meet the requirements of the City of Renton, King County, and Washington State Department of Ecology. All products used for constructing selected BMPs shall be suitable for such use and submitted to the Engineer for approval. EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϮŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ MATERIALS 102-2.1 Grass. Grass that will not compete with the grasses sown later for permanent cover per Item T- 901 shall be a quick-growing species (such as ryegrass, Italian ryegrass, or cereal grasses) suitable to the area providing a temporary cover. Selected grass species shall not create a wildlife attractant. The mix shall be one that is well adapted to growth in Western Washington. The Seed Mix used shall meet the requirements of Section T-901. 102-2.2 Fertilizer. Fertilizer shall be a standard commercial grade and shall conform to all federal and state regulations and to the standards of the Association of Official Agricultural Chemists. 102-2.3 Silt fence. Silt fence shall consist of polymeric filaments which are formed into a stable network such that filaments retain their relative positions. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life. Silt fence shall meet the requirements of ASTM D6461. A. Geotextile shall meet the following: AOS (per ASTM D4751) 30-100 sieve size for slit film. 50-100 sieve size for other fabrics Water Permittivity (per ASTM D4491) 0.02 sec-1 minimum Grab Tensile Strength (per ASTM D4632) 180 lbs min. Grab Tensile Elongation (per ASTM D4632) 30% max (woven) UV Resistance (per ASTM D4355) 70% min. 102-2.4 Erosion Control Blanket. Erosion Control Blanket shall meet the requirements of WSDOT Specification Section 9-14, paragraph 9-14.6(2) “Biodegradable Erosion Control Blanket”. Installation in ditches and swales shall be per WSDOT Standard Plan I-60.20-01“Biodegradable Erosion Control Blanket Placement for Ditches”. Installation on slopes shall be per WSDOT Standard Plan I-60.10-01 “Biodegradable Erosion Control Blanket Placement on Slope”. 102-2.5 Temporary Catch Basin Protection. Catch basin protection shall be designed and installed for the purpose of preventing sediment from entering the storm system. Protection shall: A. Be constructed of non-woven geotextile fabric with sewn seams. B. Contain a built-in lifting strap. C. Have a built-in, high flow bypass. D. Be sized such that all water draining to the catch basin flows into the insert and does not flow directly into the storm drain. E. Catch basin covers shall be 30 mil PVC liner material. 102-2.6 Temporary Piping/Connections. Temporary piping shall meet the requirements of the storm drainpipe as specified in Section D-701, Pipe for Storm Drains and Culverts. Temporary catch basin shall meet the requirements of Section D-751 – Manholes, Catch Basins, Inlets and Inspection Holes. Incidental to other bid items. 102-2.7 Temporary Piping Plugs. A. Installation in Pipe/Structure to be Demolished/Abandoned. Plug shall be concrete as specified in Section P-610 – Cast-in-Place Concrete. B. Installation in Pipe/Structure to Remain. Plug shall be a mechanical secured plug. Incidental to other bid items. EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϯŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 102-2.8 Wheel Wash. The wheel wash shall be a high-water pressure, low water volume system long enough to allow for at least two full tire rotations. Spray nozzles shall be directed at inner and outer side walls for all tires including duals, all treads from two directions, wheel wells and flaps, and truck sides up to the bottom of the windshield. 102-2.9 Sediment Trap. Sediment traps shall be cut into the grade to the size and dimensions shown on the plans. Materials for the outlet weir shall include Rip Rap, 2-4” rock, washed gravel and a geotextile for separation. A. Rip Rap shall meet WSDOT Std. Spec. 9-13.1(4) B. Rock (2” to 4”) shall meet WSDOT Std. Spec. 9-13.4 C. Geotextile shall meet the requirements of Table 3 “Separation” per WSDOT Std. Spec. 9- 33.2 102-2.10 Other. All other materials shall meet commercial grade standards and shall be approved by the Engineer before being incorporated into the project. CONSTRUCTION REQUIREMENTS 102-3.1 General. In the event of conflict between these requirements and pollution control laws, rules, or regulations of other federal, state, or local agencies, the more restrictive laws, rules, or regulations shall apply. The Engineer shall be responsible for assuring compliance to the extent that construction practices, construction operations, and construction work are involved. No discharge of water shall be allowed that increases volume, velocity, or peak flow rate of receiving water background conditions, or that does not meet state of Washington water quality standards. The Construction Stormwater Pollution Prevention Plan (CSWPP) required by this section shall be based upon the Temporary Erosion and Sediment Control (TESC) requirements of the contract but shall specifically phase, adjust, improve and incorporate the TESC requirements into the Contractor’s specific schedule and plan for accomplishing the work. The CSWPP shall be modified as changes are made to improve, upgrade and repair best management practices used by the Contractor and as the work progresses and TESC needs change. The Contractor shall be wholly responsible for control of water onto and exiting the construction site and/or staging areas, including groundwater, stormwater, and process water. Stormwater from offsite shall be intercepted and conveyed around or through the project and shall not be combined with onsite construction stormwater. Design of, and modifications to, project hydraulic conveyances, detention facilities, and TESC plan sheets shall be stamped by a Professional Engineer (P.E.) licensed by the State of Washington. All other changes to the CSWPP shall be signed by the CESCL. The Contractor shall develop and submit a Construction Stormwater Pollution Plan (CSWPP). The CSWPP shall include site drawings, Contractor personnel, CESCL, schedule and sequence, planned BMPs, emergency response plan, dewatering plan, FOD control plan, and fugitive dust control plan. The Contractor shall open an NPDES permit with Washington State DOE or accept owner transfer of the current General NPDES permit for the project site. The Contractor shall submit a notice of transfer before Notice to Proceed. Failure to install, maintain, and/or remove BMPs shown on the drawings, in the approved Contractor Erosion and Sediment Control Plan and specified herein, or by order of the Engineer will result in the suspension of the Contractor's operations by the Engineer. EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϰŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ The Contractor shall be solely responsible for any damages, fines, levies, or judgments incurred as a result of the Contractor, subcontractor, or supplier negligence in complying with the requirements of this section. The Contractor shall be solely responsible for any schedule impacts from damages, fines, levies, judgments, or stop work orders incurred as a result of the Contractor, subcontractor, or supplier negligence in complying with the requirements of this section. The project schedule will not be changed to accommodate the time lost. The Engineer has the authority to limit the surface area of erodible earth material exposed by clearing, excavation, and fill operations, and to direct the Contractor to provide immediate permanent or temporary pollution control measures to prevent contamination of adjacent streams or other watercourses, lakes, ponds, wetlands or other areas of water impoundment. In the event that temporary erosion and pollution control measures are required due to the Contractor's negligence, carelessness, or failure to install permanent controls as a part of the work as scheduled or are ordered by the Engineer, such work shall be performed by the Contractor at his/her own expense. The Engineer may increase or decrease the area of erodible earth material to be exposed at one time as determined by analysis of project conditions. In the event that areas adjacent to the work area are suffering degradation due to erosion, sediment deposit, water flows, or other causes, the Engineer may stop construction activities until the situation is rectified. In the event that the Washington State Department of Ecology issues an Inspection Report, a Notice of Non-Compliance, Notice of Violation or Enforcement Action, the Engineer may stop all construction activities until it has been determined that the project is in compliance. The Engineer may require the Contractor to send additional staff to successfully complete Contractor Erosion and Sediment Control Lead (CESCL) training before construction activities may begin. The number of working days will not be changed to accommodate the work stoppage. All costs associated with work stoppages, mitigation of the event, and/or training shall be paid by the Contractor. In the event that the Contractor discharges storm water, ground water, or process water to storm drains, ditches, gutters or any conveyance that discharges to a receiving water as defined by the Department of Ecology without prior approval of the Engineer, the Engineer may stop all construction activities and require additional Contractor staff training and may require that all parties involved in the unapproved discharge be removed from the project for a time determined by the Engineer. The project schedule will not be changed to accommodate the time lost. All costs associated with mitigation of the unauthorized discharge, work stoppages, training and/or removal of personnel from the project shall be paid by the Contractor. The Contractor shall be available, at a minimum, for a weekly coordination meeting with the Engineer, other City Staff and outside agency representatives to review the ongoing contract work for compliance with the provision of this specification. The Contractor shall prepare a CSWPP. The contents of a CSWPP may vary with the amount of new or replaced hard surface, acres of land disturbing activity and the classification of water. The CSWPP shall comply with the City of Renton’s Municipal Code (RMC) 4-6-030. 102-3.2 Contractor Personnel. The Contractor shall designate sufficient employees as the responsible representatives in charge of erosion and sedimentation control. These employees’ responsibility will be the oversight of all water and air quality issues. The designated employees responsible for erosion and sedimentation control as discussed above shall be the Construction Erosion Sediment Control Lead(s) (CESCL) responsible for developing, maintaining EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϱŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ and modifying the CSWPP for the life of the Contract and ensuring compliance with all requirements of this section. An CECL shall be onsite at all times when any work activity is taking place. A CESCL shall be required for each shift. The CECL shall be qualified in the preparation of erosion and sediment control plans, in the installation, inspection, monitoring, maintenance of BMP’s, and documentation required for NPDES permits as well as sensitive resource identification, water treatment, and restoration and stabilization of unstable slopes, shorelines, stream banks, and wetlands. The CECL shall have authority to direct all Contractor and sub-contractor personnel. The CECL shall have no other duties aside from developing, maintaining, modifying, inspecting, implementing the CSWPP and ensuring compliance with all requirements of this section, and, all other environmental regulations, or as directed by the Engineer. Qualifications of the CESCL shall be as follows: A. Have successfully completed Contractor Erosion and Sediment Control Lead (CESCL) training given by a Washington State Department of Ecology-approved provider, and have five years’ experience in construction site erosion and sediment control regulatory requirements and BMPs, erosion and sediment control plan development, and stormwater/water quality monitoring, or B. Currently certified as a Certified Professional in Erosion and sediment Control (CPESC) offered by CPESC, Inc. (www.cpesc.org) and have one year experience in state of Washington construction site erosion and sediment control regulatory requirements and BMPs, erosion and sediment control plan development and stormwater monitoring. A. Duties of the CESCL shall include: Maintaining permit file on site at all times which includes the CSWPP, and any associated permits and plans; B. Directing BMP installation, inspection, maintenance, modification, and removal; C. Shall be onsite at all times when work is taking place. D. Availability 24 hours per day, 7 days per week by telephone throughout the period of construction; E. Updating all drawings with changes made to the plan; F. Keeping daily logs, one report per CECL is to be submitted; G. Prepare and submit for approval a Contractor Erosion and Sediment Control Plan (ESC) as part of the CSWPP; H. Immediately notify the Engineer should any point be identified where storm water runoff potentially leaves the site, is collected in a surface water conveyance system (i.e., road ditch, storm sewer), and enters receiving waters of the State; I. If water sheet flows from the site, identify the point at which it becomes concentrated in a collection system. J. Inspect CSWPP requirements including BMPs as required to ensure adequacy; facilitate, participate in, and take corrective actions resulting from inspections performed by outside agencies, City employees, and City consultants. K. Set up and maintain a construction stormwater monitoring plan that includes monitoring locations and procedures. At a minimum, the plan will include monitoring points everywhere construction stormwater discharges from the project. L. The CECL shall have authority to act on behalf of the Contractor. M. The CSWPP shall include the name, office and mobile telephone numbers, fax number, and address of the designated CECL and all Contractor personnel responsible for erosion and sediment control. EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϲŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ N. In addition to the CECL, at a minimum, the Contractor’s superintendent, foremen, and lead persons shall have successfully completed “Contractor Erosion and Sediment Control Lead” (CESCL) training given by a Washington State Department of Ecology-approved provider. On matters concerning erosion control, they shall report to the CECL. 102-3.3 Schedule. Prior to the start of construction, the Contractor shall submit schedules in accordance with the approved Construction Safety and Phasing Plan (CSPP) and the Construction Stormwater Pollution Prevention Plan (CSWPP) and the plans for accomplishment of temporary and permanent erosion control work for clearing and grubbing; grading; construction; paving; and structures at watercourses. The Contractor shall also submit a proposed method of erosion and dust control on haul roads and borrow pits and a plan for disposal of waste materials. Work shall not be started until the erosion control schedules and methods of operation for the applicable construction have been accepted by the Engineer. The schedule shall be updated throughout the project. 102-3.3 Construction details. The Contractor will be required to incorporate all permanent erosion control features into the project at the earliest practicable time as outlined in the plans and approved CSPP/CSWPP. Except where future construction operations will damage slopes, the Contractor shall perform the permanent seeding and other specified slope protection work in stages, as soon as substantial areas of exposed slopes can be made available. Temporary erosion and pollution control measures will be used to correct conditions that develop during construction that were not foreseen during the design stage; that are needed prior to installation of permanent control features; or that are needed temporarily to control erosion that develops during normal construction practices but are not associated with permanent control features on the project. Where erosion may be a problem, schedule and perform clearing and grubbing operations so that grading operations and permanent erosion control features can follow immediately if project conditions permit. Temporary erosion control measures are required if permanent measures cannot immediately follow grading operations. The Engineer shall limit the area of clearing and grubbing, excavation, borrow, and embankment operations in progress, commensurate with the Contractor’s capability and progress in keeping the finish grading, seeding, and other such permanent control measures current with the accepted schedule. If seasonal limitations make such coordination unrealistic, temporary erosion control measures shall be taken immediately to the extent feasible and justified as directed by the Engineer. The Contractor shall provide immediate permanent or temporary pollution control measures to minimize contamination of adjacent streams or other watercourses, lakes including Lake Washington, ponds, or other areas of water impoundment as directed by the Engineer. If temporary erosion and pollution control measures are required due to the Contractor’s negligence, carelessness, or failure to install permanent controls as a part of the work as scheduled or directed by the Engineer, the work shall be performed by the Contractor and the cost shall be incidental to this item. The Engineer may increase or decrease the area of erodible earth material that can be exposed at any time based on an analysis of project conditions. The BMPs installed by the Contractor shall be maintained by the Contractor during the life of the project. BMPs shall be maintained during all suspensions of work and all non-working periods. During non- working periods, the Contractor shall still maintain BMPs installed in the project area. No schedule impacts may relieve the Contractor from its responsibility to maintain BMPs and prevent violations to the NPDES permit. Provide temporary structures whenever construction equipment must cross watercourses at frequent intervals. Pollutants such as fuels, lubricants, bitumen, raw sewage, wash water from concrete mixing operations, and other harmful materials shall not be discharged into any waterways, impoundments or into natural or manmade channels. All such pollutants shall be collected and disposed of off airport property at a disposal site meeting all federal, state, and local requirements. EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϳŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 102-3.4 Inspection of BMPs. The CECL shall inspect all TESC best management practices daily during workdays and anytime 0.5” of rainfall has occurred within 24 hours on weekends, holidays, and after hours. Rainfall amounts can be determined by contacting the National Weather Service. Deficiencies identified during the inspection shall be corrected within 24 hours or as directed by the Engineer. The CECL shall visually inspect all stormwater runoff that discharges from the project for petroleum or chemical sheen, or “rainbow”. Occurrences of sheen shall be reported immediately to the Engineer. The CECL shall collect samples and test all stormwater runoff that discharges from the project for turbidity using a calibrated turbidimeter, and for pH using test strips that measure from pH 0 -14. Turbidity that exceeds 25 NTUs or pH that is below 6.5 or above 8.5 shall be reported immediately to the Engineer. Reports summarizing the scope of inspections, the personnel conducting the inspection, the date(s) of the inspection, major observations relating to the implementation of the CSWPP, and actions taken as a result of these inspections shall be prepared and retained as a part of the CSWPP. All inspection reports shall be kept on-site during the life of the project and available for review upon request of the Engineer. Copies of all inspection records and updated CSWPP shall be submitted to the Engineer weekly. 102-3.5 Emergency response. The CSWPP shall contain information on how the Contractor shall control and respond to turbid water discharges, sediment movement, and fugitive dust. At a minimum, the Contractor’s employee responsible for, or first noticing, the discharges shall take appropriate i mmediate action to protect the work area, private property, and the environment (e.g., diking to prevent pollution of state waters). Appropriate action includes but is not limited to the following: A. Hazard Assessment - assess the source, extent, and quantity of the discharge. B. Securement and Personal Protection - If the discharge cannot be safely and effectively controlled, then immediately notify the CECL and the Engineer. If the discharge can be safely and effectively controlled, proceed immediately with action to protect the work area, private property, and the environment. C. Containment and Elimination of Source - Contain the discharge with silt fence, pipes, sandbags, or a soil berm down slope from the affected area. Eliminate the source of the discharge by pumping turbid water to a controlled area, building berms, piping clean water away from the area or other means necessary. D. Cleanup - when containment is complete, remove sediment, stabilize, dispose of contaminated water and prevent future discharge. E. Notification - report all discharges immediately to the Engineer. 102-3.6 Construction stormwater management. Storm water and construction dewatering operations shall not discharge to the Storm Drain System (SDS) unless free from pollutants. Before discharge, water shall be measured using a properly calibrated, approved turbidity meter. Discharged water shall not exceed 25 Nephelometric Turbidity Units (NTUs) and pH levels shall be between 6.5 and 8.5. Storm water and construction dewatering water shall not be discharged to the Sanitary Sewer. Storm water and Construction dewatering water shall not be discharged into Lake Washington. Before discharge, water shall be measured using a properly calibrated, approved turbidity meter. Discharged water shall not exceed 200 Nephelometric Turbidity Units (NTUs) and pH levels shall be between 6.0 and 9.0. There shall be no discharge to any catch basin without specific approval of the Engineer. EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϴŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ The CSWPP shall address how the Contractor plans to manage clean and polluted water during the life of the project. Specific procedures shall be developed and included in the CSWPP when work includes excavation within 10 feet of any water, sewer, or storm system. Procedures shall address, at a minimum, locating, protecting, and connecting to existing pipes, as well as response plans for broken pipes. The Engineer shall be notified before any disposal, hauling, pumping, or treatment of water occurs. Notification shall include location of disposal and methods of treatment. Disposal tickets shall be provided to the Engineer upon request. Water shall not be pumped into ditches, gutters, drainage conveyance, catch basins, or any area that drains to one of these unless it meets the specifications outlined in this section and with prior approval of the Engineer. Chlorinated water used for disinfecting water pipes shall not be discharged to the storm drain system. 102-3.7 Fugitive Dust Planning. The CSWPP shall detail the Contractor proposed approach to fugitive dust management. The Contractor shall provide whatever means is necessary to keep fugitive dust on site and at an absolute minimum during working hours, non-working hours and any shut-down periods. The Contractor’s methods for fugitive dust control will be continuously monitored and if the methods are not controlling fugitive dust to the satisfaction of the City, the Contractor shall improve the methods or utilize new methods at no additional cost. The Contractor shall maintain as many water trucks on a site during working and non-working hours as required to maintain the site free from fugitive dust. During time periods of no construction activity, water trucks must be ready with on-site Contractor’s personnel available to respond immediately to a dust or debris problem as identified by the Engineer. At no time shall there be more than a 10-minute response time to calls concerning fugitive dust/debris problems during work hours and a 90-minute response at all other times on a 24-hour basis. 102-3.8 Construction Requirements of BMPs. A. Saw Cutting - Saw cut slurry and cuttings shall be vacuumed during cutting operations. Saw cut slurry and cuttings shall not remain on permanent concrete or asphalt pavement overnight. Saw cut slurry and cuttings shall not drain to SDS, IWS, or any other natural or constructed drainage conveyance. Collected slurry and cuttings are the responsibility of the Contractor and shall be disposed of offsite in a manner that does not violate groundwater or surface water quality standards. B. Soil and Construction Debris Stockpiles - Soils and construction debris, including broken concrete and asphalt paving, shall be stockpiled within the work site or off site. Stockpiles shall be covered with plastic and secured from blowing wind and/or jet blast. Materials to be stockpiled on pavement shall be placed on plastic and contained within a contained area. Stockpiles shall be covered so that no soil or debris are visible and shall be covered at the end of each workday, weekends and holidays. Stockpiles on the AOA shall not be allowed unless approved by the Engineer. C. Construction Entrances and Haul Roads - Before leaving project site, all trucks and equipment shall be inspected for mud and debris. At no time shall mud, debris, or visible sediment be allowed outside of the project boundaries and on any City-owned and public roads. Mud and debris shall be removed from pavement by vacuum sweeping and shoveling and transported to a controlled sediment disposal area identified in the CSWPP and disposed of in accordance with federal, state, and local requirements. Use of water to wash concrete or asphalt pavement shall be allowed only after sediment has been removed by vacuum sweeping and shoveling, and a Road Wash Plan has been submitted and accepted by the Engineer. Washing pavement, shall first be approved by the Engineer. Wash water shall not drain into the storm system or any other natural or constructed storm water conveyance and shall be contained and removed from Airport EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϵŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ property and disposed of off-site in accordance with local, state, and federal regulations. Contractor shall have sufficient working vacuum sweepers on site at all times work is being performed. All sweepers shall have on-board water spray systems that shall be operating at all times. Vacuum sweepers shall be dedicated to this project and shall not be utilized by any other contract, nor be hired out to another contractor. Sweeper systems shall function per manufacturer specifications, including, but not limited to, spray water systems, blowers, vacuum nozzles, hoses, debris hopper, hydraulics and electrical. If, in the Engineer’s opinion, the Contractor does not adequately manage the tracking of sediment, the City may subcontract out the control of sediment tracking at the Contractor’s expense. D. Asphalt Curb or Berm - Asphalt curbs or asphalt berms shall be constructed on project perimeters when the project is surrounded by impervious surfaces. Asphalt curb and berm shall be a minimum height of four inches. Diesel shall not be used to clean tools and equipment. E. Catch Basin Protection - All catch basins within the project limits, and outside the project limits but within the project drainage basin, including haul roads, shall be protected. Catch basin protection shall be installed where shown in the project drawings, in all storm drainage structures within the work area, or as otherwise directed by the Engineer. F. Concrete Truck and Equipment Washing - Concrete truck chutes, concrete pumps, hand tools, screeds, floats, trowels, rollers, and all other tools shall be washed out only into Washington State Department of Ecology (WDOE)-approved covered steel containers. All contained concrete waste shall be disposed of offsite in a manner that does not violate groundwater or surface water quality standards. All water used for washing, is defined by the WDOE as “process water” and shall be collected and disposed of in a manner that complies with all local, state and federal regulations. G. Wheel Washes - All haul vehicles exiting the work site to public roads shall pass through a wheel wash system to control sediment tracking. Any required modification, alteration or improvement needed on the existing wheel wash systems or supplemental vehicle washing for the successful control of dirt, debris or sediment tracking beyond the wheel wash, either on airport roads or public roads, for the duration of the contract shall be the responsibility of the Contractor. No modifications of the wheel wash system are allowed that alter the design of a contained operation with recycled wash water with no release of sediment laden wash water. The sediment shall be contained and disposed of at an appropriate disposal facility off Airport property. Wheel wash water shall be replaced weekly with fresh, clean water. The wash water is “process water” and shall not be released on site or to the storm drain system and shall be disposed of in accordance with all water quality regulations. Wheel wash water shall not exceed 100 NTU. Contractor shall sample wheel wash water for turbidity 2 hours after start and 2 hours before shutdown of the system. Sampling results shall be entered into Contractor’s daily inspection report. H. Temporary Piping/Connections - The Contractor shall install temporary piping, catch basins and connections to the existing storm drain system in locations shown on the drawings. At the completion of the work, the piping shall be removed, and the temporary connections plugged. I. Temporary Pipe Plugging - The locations of piping to be temporarily plugged are indicated on the drawings. At the completion of the work, the plugs shall be removed. J. Construction Stormwater Management - The Contractor shall construct stormwater tank pads and place stormwater tanks in the size, location and as detailed on the drawings. The Contractor is responsible for conveying construction stormwater within each work area to the stormwater storage tank area shown on the drawings. Temporary piping, structures and pump facilities required for the conveyance are the responsibility of the Contractor. The construction stormwater shall be held in the storage tanks until hauled and disposed of by the Contractor on a Force Account basis. K. The storage tank facilities including pads, access roads, ramps, temporary structures, and piping shall be removed at the completion of the work or as directed by the Engineer. EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϭϬŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ L. Process Water Collection, Storage, and Disposal - The Contractor shall provide and install stormwater storage tanks of sufficient size and volume to enable collection of 100% of the process water generated by the project. The Contractor is responsible for conveying process water within each work area to storage tank(s). Temporary piping, structures and pump facilities required for the conveyance are the responsibility of the Contractor. The storage tank facilities including pads, temporary structures and piping shall be removed at the completion of the work or as directed by the Engineer. Contractor shall provide process water disposal locations to the Engineer for review. METHOD OF MEASUREMENT 102-4.1 Temporary erosion and pollution control work required will be performed as scheduled or directed by the Engineer. Completed and accepted work will be measured as follows: a. Catch basin protection will be measured per each catch basin where inlet protection is installed. b. Installation of Silt fence will be measured by the linear foot. c. Temporary benches, dikes, dams, and sediment basins will be measured by the cubic yard of excavation performed, including necessary cleaning of sediment basins, and the cubic yard (cubic meter) of embankment placed as directed by the RPR. d. Erosion control blanket shall be measured by the square yard of ground covered by the blankets. No overlapping will be counted twice for each blanket installed if they overlap. e. Installation of wheel washes and the maintenance of them shall be measured by each wheel wash station installed. The work for maintenance, disposal of water, and sweeping of the area around them shall be included in the item for each. f. Installation and maintenance of silt fence shall be measured by the linear foot of fence installed as shown on the Plans and shall include all maintenance, repair, replacement, during the project. g. Sediment traps shall be measured per each installed to the size and quantity shown on the Plans. All materials, installation, maintenance shall be included in this item per each installed. 102-4.2 Control work performed for protection of construction areas outside the construction limits, such as borrow and waste areas, haul roads, equipment and material storage sites, and temporary plant sites, will not be measured and paid for directly but shall be considered as a subsidiary obligation of the Contractor. BASIS OF PAYMENT 102-5.1 Accepted quantities of temporary water pollution, soil erosion, and siltation control work ordered by the Engineer and measured as provided in paragraph 102-4.1 will be paid for under: Item C-102-5.1 Catch Basin Protection - per each Item C-102-5.2 Interceptor Berm - per linear foot Item C-102-5.3 Erosion Control Blanket - per square yard Item C-102-5.4 Wheel Wash - per each Item C-102-5.5 Silt Fence per linear foot Item C-102-5.6 Sediment Trap per each EdhZzt^dE'/EZ/E' ͲϭϬϮdĞŵƉŽƌĂƌǇWŽůůƵƚŝŽŶ͕ƌŽƐŝŽŶ͕Θ^ŝůƚĂƚŝŽŶŽŶƚƌŽůͲϭϭŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Where other directed work falls within the specifications for a work item that has a contract price, the units of work shall be measured and paid for at the contract unit price bid for the various items. Temporary control features not covered by contract items that are ordered by the Engineer will be paid for in accordance with FAA Specification Section 90, paragraph 90-05 Payment for Extra Work. 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. Advisory Circulars (AC) AC 150/5200-33 Hazardous Wildlife Attractants on or Near Airports AC 150/5370-2 Operational Safety on Airports During Construction ASTM International (ASTM) ASTM D6461 Standard Specification for Silt Fence Materials United States Department of Agriculture (USDA) FAA/USDA Wildlife Hazard Management at Airports, A Manual for Airport Personnel END OF ITEM C-102 d,/^W'/EdEd/KE>>z>&d>E< EdhZzt^dE'/EZ/E'ͲϭϬϯŝƌƉŽƌƚ^ĂĨĞƚǇͲϭŽĨϴWZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ ,WHP&$LUSRUW6DIHW\ *(1(5$/ 6800$5< 7KLVVSHFLILFDWLRQRXWOLQHVVDIHW\SURFHGXUHVDQGUHJXODWLRQVWREHIROORZHGE\WKH&RQWUDFWRUGXULQJWKH FRXUVHRIWKLVZRUN7HPSRUDU\IODJJLQJPDUNLQJVLJQLQJDQGWUDIILFFRQWUROIRUZRUNZLWKLQWKHDLUSRUW VHFXULW\IHQFHVKDOOPHHWWKHUHTXLUHPHQWVRIWKLVVSHFLILFDWLRQDQGVKDOOEHLQFRQIRUPDQFHZLWKWKHPRVW UHFHQW YHUVLRQ RI )$$ $GYLVRU\ &LUFXODU * ³2SHUDWLRQDO 6DIHW\ RQ $LUSRUWV 'XULQJ &RQVWUXFWLRQ´ DQGWKH )HGHUDO +LJKZD\ $GPLQLVWUDWLRQ 0DQXDO RQ8QLIRUP 7UDIILF &RQWURO 'HYLFHV 087&' 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of the kind and design specified, at the locations shown in the plans or where designated by the RPR in accordance with 2025 WSDOT Standard Specification Section 8-04, and as modified herein. This work shall also consist of constructing cement concrete curbs with the sidewalk in accordance with these specifications and in conformity with the dimensions and cross-sections shown in the plans and to the lines and grades as staked. MATERIALS 503-2.1 Materials shall be per the requirements of Item P-610. CONSTRUCTION METHODS 503-3.1 Construction requirements shall be per WSDOT Standard Specification 8-04.3, except as modified herein: 8-04.3 Construction Requirements Section 8-04.3 is supplemented with the following: (******) The sub-base for curb and gutter sections shall be compacted to 95 percent density at or below optimum moisture content, as per WSDOT Standard Section 2-03.3(14)D revised, before placing the curb and gutter. White-pigmented curing compounds will not be allowed. The top of the finished concrete shall not deviate more than one-eighth (1/8") in ten feet (10') or the alignment one-fourth (1/4") in ten feet (10'). METHOD OF MEASUREMENT 503-4.1 All curbs and gutters will be measured by the linear foot along the line and slope of the completed curbs or gutters, including bends. Measurement of cement concrete curb and cement concrete curb and gutter, when constructed across driveways or sidewalk ramps, will include the width of the driveway or sidewalk ramp. BASIS OF PAYMENT 503-5.1 Payment will be made at the contract unit price per linear foot of cement conc. curb and gutter. CENTURY WEST ENGINEERING WͲϱϬϯƵƌďƐĂŶĚ'ƵƚƚĞƌƐͲϮŽĨϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 503-5.2 Payment will be made at the contract unit price per linear foot of cement conc. gutter. Payment will be made under: Item P-503-5.1 Cement Conc. Curb and Gutter – per linear foot. Item P-503-5.2 Cement Conc. Gutter – per linear foot. 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. 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EdhZzt^dE'/EZ/E' WͲϲϬϱ:ŽŝŶƚ^ĞĂůĂŶƚƐĨŽƌWĂǀĞŵĞŶƚƐͲϰŽĨϰ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ $GYLVRU\&LUFXODUV$& $& 'HVLJQDQG,QVWDOODWLRQ'HWDLOVIRU$LUSRUW9LVXDO$LGV (1',7(03 CENTURY WEST ENGINEERING P-606 Adhesive Compounds, Two-Component for Sealing Wire and Lights in Pavement - 1 of 4 APRIL 2025 | #35022.008.02 Item P-606 Adhesive Compounds, Two-Component for Sealing Wire and Lights in Pavement DESCRIPTION 606-1.1 This specification covers two types of material; a liquid suitable for sealing electrical wire in saw cuts in pavement and for sealing light fixtures or bases in pavement, and a paste suitable for embedding light fixtures in the pavement. Both types of material are two-component filled formulas with the characteristics specified in paragraph 606-2.4. Materials supplied for use with asphalt and/or concrete pavements must be formulated so they are compatible with the asphalt and/or concrete. MATERIALS 606-2.1 Curing. When pre-warmed to 77°F (25°C), mixed, and placed in accordance with manufacturer’s directions, the materials shall cure at temperatures of 45°F (7°C) or above without the application of external heat. 606-2.2 Storage. The adhesive components shall not be stored at temperatures over 86°F (30°C), unless otherwise specified by the manufacturer. 606-2.3 Caution. Installation and use shall be in accordance with the manufacturer’s recommended procedures. Avoid prolonged or repeated contact with skin. In case of contact, wash with soap and flush with water. If taken internally, call doctor. Keep away from heat or flame. Avoid vapor. Use in well- ventilated areas. Keep in cool place. Keep away from children. 606-2.4 Characteristics. When mixed and cured in accordance with the manufacturer’s directions, the materials shall have the following properties shown in Table 1. Table 1. Property Requirements Physical or Electrical Property Minimum Maximum ASTM Method Tensile Portland cement concrete 1,000 psi (70 kg/sq cm) D 638 Asphalt concrete 500 psi (35 kg/sq cm) Elongation Portland cement concrete See note 1 D 638 Asphalt concrete 50% D 638 Coef. of cub. exp. cu. cm/cu. cm/°C 0.00090 0.00120 D 1168 Coef. of lin. exp. cm/cm/°C 0.000030 0.000040 D 1168 Dielectric strength, short time test 350 volts/mil. D 149 Arc resistance 125 sec Pull-off Adhesion to steel 1,000 psi (70 kg/sq cm) Adhesion to Portland cement concrete 200 psi CENTURY WEST ENGINEERING P-606 Adhesive Compounds, Two-Component for Sealing Wire and Lights in Pavement - 2 of 4 APRIL 2025 | #35022.008.02 Physical or Electrical Property Minimum Maximum ASTM Method (14 kg/sq cm) Adhesion to asphalt concrete No test available. Adhesion to aluminum 250 psi 1 20% or more (without filler) for formulations to be supplied for areas subject to freezing. SAMPLING, INSPECTION, AND TEST PROCEDURES 606-3.1 Tensile properties. Tests for tensile strength and elongation shall be conducted in accordance with ASTM D638. 606-3.2 Expansion. Tests for coefficients of linear and cubical expansion shall be conducted in accordance with, Method B, except that mercury shall be used instead of glycerine. The test specimen shall be mixed in the proportions specified by the manufacturer, and cured in a glass tub approximately 2 inch (50 mm) long by 3/8 inch (9 mm) in diameter. The interior of the tube shall be precoated with a silicone mold release agent. The hardened sample shall be removed from the tube and aged at room temperature for one (1) week before conducting the test. The test temperature range shall be from 35°F (2°C) to 140°F (60°C). 606-3.3 Test for dielectric strength. Test for dielectric strength shall be conducted in accordance with ASTM D149 for sealing compounds to be furnished for sealing electrical wires in pavement. 606-3.4 Test for arc resistance. Test for arc resistance shall be conducted for sealing compounds to be furnished for sealing electrical wires in pavement. 606-3.5 Test for adhesion to steel. The ends of two smooth, clean, steel specimens of convenient size (1 inch by 1 inch by 6 inch) (25 mm by 25 mm by 150 mm) would be satisfactory when bonded together with adhesive mixture and allowed to cure at room temperature for a period of time to meet formulation requirements and then tested to failure on a Riehle (or similar) tensile tester. The thickness of adhesive to be tested shall be 1/4 inch (6 mm). 606-3.6 Adhesion to Portland cement concrete a. Concrete test block preparation. The aggregate grading shall be as shown in Table 2. The coarse aggregate shall consist of crushed rock having a minimum of 75% of the particles with at least one fractured face and having a water absorption of not more than 1.5%. The fine aggregate shall consist of crushed sand manufactured from the same parent rock as the coarse aggregate. The concrete shall have a water-cement ratio of 5.5 gallons (21 liters) of water per bag of cement, a cement factor of 6, ±0.5, bags of cement per cubic yard (0.76 cubic meter) of concrete, and a slump of 2-1/2 inch (60 mm), ±1/2 inch (60 mm ±12 mm). The ratio of fine aggregate to total aggregate shall be approximately 40% by solid volume. The air content shall be 5.0%, ±0.5%, and it shall be obtained by the addition to the batch of an air-entraining admixture such as Vinsol® resin. The mold shall be of metal and shall be provided with a metal base plate. Means shall be provided for securing the base plate to the mold. The assembled mold and base plate shall be watertight and shall be oiled with mineral oil before use. The inside measurement of the mold shall be such that several one inch (25 mm) by 2-inch (75 mm) by 3-inch (25 mm by 50 mm by 75 mm) test blocks can be cut from the specimen with a concrete saw having a diamond blade. The concrete shall be prepared and cured in accordance with ASTM C192. CENTURY WEST ENGINEERING P-606 Adhesive Compounds, Two-Component for Sealing Wire and Lights in Pavement - 3 of 4 APRIL 2025 | #35022.008.02 Table 2. Aggregate for Bond Test Blocks Type Sieve Size Percent Passing Coarse Aggregate 3/4 inch (19.0 mm) 97 to 100 1/2 inch (12.5 mm) 63 to 69 3/8 inch (9.5 mm) 30 to 36 No. 4 (4.75 mm) 0 to 3 Fine Aggregate No. 4 (4.75 mm) 100 No. 8 (2.36 mm) 82 to 88 No. 16 (1.18 mm) 60 to 70 No. 30 (600 μm) 40 to 50 No. 50 (300 μm) 16 to 26 No. 100 (150 μm) 5 to 9 b. Bond test. Prior to use, oven-dry the test blocks to constant weight at a temperature of 220°F to 230°F (104°C to 110°C), cool to room temperature, 73.4°F ±3°F (23°C ±1.6°C), in a desiccator, and clean the surface of the blocks of film or powder by vigorous brushing with a stiff-bristled fiber brush. Two test blocks shall be bonded together on the one inch by 3 inch (25 mm by 75 mm) sawed face with the adhesive mixture and allowed to cure at room temperature for a period of time to meet formulation requirements and then tested to failure in a Riehle (or similar) tensile tester. The thickness of the adhesive to be tested shall be 1/4 inch (6 mm). 606-3.7 Compatibility with asphalt mix. Test for compatibility with asphalt in accordance with ASTM D5329. 606-3.8 Adhesive compounds - Contractor’s responsibility. The Contractor shall furnish the vendor’s certified test reports for each batch of material delivered to the project. The report shall certify that the material meets specification requirements and is suitable for use with asphalt concrete pavements. The report shall be provided to and accepted by the Resident Project Representative (RPR) before use of the material. In addition, the Contractor shall obtain a statement from the supplier or manufacturer that guarantees the material for one year. The supplier or manufacturer shall furnish evidence that the material has performed satisfactorily on other projects. 606-3.9 Application. Adhesive shall be applied on a dry, clean surface, free of grease, dust, and other loose particles. The method of mixing and application shall be in strict accordance with the manufacturer’s recommendations. When used with Item P-605, such as light can installation, Item P-605 shall not be applied until the Item P-606 has fully cured. METHOD OF MEASUREMENT 606-4.1 The adhesive compound shall be incidental to the installation of new light can or light can extension. When required in the installation of an in-runway lighting system or portion thereof, no measurement will be made for direct payment of adhesive, as the cost of furnishing and installing shall be considered as a subsidiary obligation in the completion of the installation. BASIS OF PAYMENT 606-5.1 No separate payment shall be made. CENTURY WEST ENGINEERING P-606 Adhesive Compounds, Two-Component for Sealing Wire and Lights in Pavement - 4 of 4 APRIL 2025 | #35022.008.02 References The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International (ASTM) ASTM C192 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory ASTM D149 Standard Test Method for Dielectric Breakdown Voltage and Dielectric Strength of Solid Electrical Insulating Materials at Commercial Power Frequencies ASTM D638 Standard Test Method for Tensile Properties of Plastics ASTM D5329 Standard Test Methods for Sealants and Fillers, Hot-applied, for Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements END OF ITEM P-606 EdhZzt^dE'/EZ/E' WͲϲϭϬŽŶĐƌĞƚĞĨŽƌDŝƐĐ͘^ƚƌƵĐƚƵƌĞƐͲϭŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ ,WHP3&RQFUHWHIRU0LVFHOODQHRXV6WUXFWXUHV '(6&5,37,21 7KLVLWHPVKDOOFRQVLVWRIFRQFUHWHDQGUHLQIRUFHPHQWDVVKRZQRQWKHSODQVSUHSDUHGDQG FRQVWUXFWHGLQDFFRUGDQFHZLWKWKHVHVSHFLILFDWLRQV7KLVVSHFLILFDWLRQVKDOOEHXVHGIRUDOOFDVWLQSODFH FRQFUHWHXQOHVVRWKHUZLVHVSHFLILHG 0$7(5,$/6 *HQHUDO2QO\DSSURYHGPDWHULDOVFRQIRUPLQJWRWKHUHTXLUHPHQWVRIWKHVHVSHFLILFDWLRQVVKDOO 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DQG0XQLFLSDO&RQVWUXFWLRQ0 )HGHUDO+LJKZD\$GPLQLVWUDWLRQ)+:$0DQXDORQ8QLIRUP7UDIILF&RQWURO'HYLFHV087&' 6WDQGDUG$OSKDEHWIRU+LJKZD\6LJQVDQG3DYHPHQW0DUNLQJV (1',7(03 d,/^W'/EdEd/KE>>z>&d>E< EdhZzt^dE'/EZ/E' ͲϳϬϭWŝƉĞĨŽƌ^ƚŽƌŵƌĂŝŶƐĂŶĚƵůǀĞƌƚƐͲϭŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item D-701 Pipe for Storm Drains and Culverts DESCRIPTION 701-1.1 This item shall consist of the construction of pipe culverts and storm drains in accordance with these specifications and in reasonably close conformity with the lines and grades shown on the plans. MATERIALS 701-2.1 Materials shall meet the requirements shown on the plans and specified below. Underground piping and components used in drainage systems for terminal and aircraft fueling ramp drainage shall be noncombustible and inert to fuel in accordance with National Fire Protection Association (NFPA) 415. 701-2.2 Pipe. The pipe shall be of the type called for on the plans or in the proposal and shall be in accordance with the following appropriate requirements shown in paragraph designated REFERENCES at the end of this specification. 701-2.3 Concrete. Concrete for pipe cradles shall have a minimum compressive strength of 2000 psi at 28 days and conform to the requirements of ASTM C94. 701-2.4 Rubber gaskets. Rubber gaskets for rigid pipe shall conform to the requirements of ASTM C443. 701-2.5 Joint mortar. Not used. 701-2.6 Joint fillers. Not used. 701-2.7 Plastic gaskets. Not used. 701-2.8 Controlled low-strength material (CLSM). Controlled low-strength material shall conform to the requirements of Item P-153. When CLSM is used, all joints shall have gaskets. 701-2.9 Reinforced concrete pipe (RCP). Reinforced concrete pipe shall be furnished by a plant meeting National Precast Concrete Association Plant Certification Program or American Concrete Pipe Association QCast Plant Certification program. RCP shall conform to the requirements of ASTM C76. The nominal length for RCP pipe shall not be less than 8 feet. Concrete used for casting RCP shall have a minimum compressive strength of 4000 psi. Concrete cement shall meet the requirements of ASTM C150. RCP shall have a minimum absorption value of 9 percent when tested according to ASTM C497, Section 7, Method A. 701-2.10 Ductile Iron pipe (DIP). Ductile iron pipe and fittings shall meet the requirements of AWWA C151, thickness Class 52 minimum (or higher if shown on the plans). Ductile iron pipe shall be cement-mortar lined per AWWA C104. Pipe shall be asphalt coated per AWWA C151. Manufacturing quality control testing of ductile iron pipe shall meet the requirements of ASTM A746. 701-2.11 Joining pipe. Joints shall be made with rubber gaskets. EdhZzt^dE'/EZ/E' ͲϳϬϭWŝƉĞĨŽƌ^ƚŽƌŵƌĂŝŶƐĂŶĚƵůǀĞƌƚƐͲϮŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ a. Concrete pipe. Concrete pipe may be either bell and spigot or tongue and groove. Pipe sections at joints shall be fully seated and the inner surfaces flush and even. Concrete pipe joints shall be sealed with rubber gaskets meeting ASTM C443 when leak resistant joints are required. b. Ductile Iron pipe. Ductile iron storm drainage pipe joints shall meet the following requirements: a. Push-on joint per AWWA C111 b. Rubber gasket per AWWA C111 701-2.12 Bedding. The bedding surface for the pipe shall provide a foundation of uniform density to support the pipe throughout its entire length. Bedding material shall be crushed aggregate top course per WSDOT std. spec. 9-03.9(3). 701-2.13 Embedment Material Requirements a. Paved Areas. Embedment material shall be controlled-low strength material (CLSM) per Specification Section P-153. The trench width shall not exceed the width required for each pipe size. CLSM shall be filled up to the top of subgrade and left neat to the subgrade elevation. CLSM shall cure to the design strength prior to placing material over it. b. Non-paved areas. Non-paved areas shall be backfilled with native material, gravel borrow (per WSDOT std. spec. 9-03.12(3) or as approved by the Engineer. Material shall be compacted to 90% max. dry density. c. Utility Locate Wire. All buried stormwater pipe shall have a utility locate wire installed above the pipe. d. Utility Marking Tape. All buried stormwater pipe shall have a 4-inch-wide marking tape installed at the top of the pipe and shall meet the requirements of APWA color standards. Material shall be non-degradable. CONSTRUCTION METHODS 701-3.1 Excavation. The width of the pipe trench shall be sufficient to permit satisfactory jointing of the pipe and thorough tamping of the bedding material under and around the pipe, but it shall not be less than the external diameter of the pipe plus 12 inches on each side. The trench walls shall be approximately vertical. Trenching and shoring shall meet the requirements of the Washington Administration Code (WAC) 296- 155, Part N. The Contractor shall comply with all current federal, state and local rules and regulations governing the safety of men and materials during the excavation, installation and backfilling operations. Specifically, the Contractor shall observe that all requirements of the Occupational Safety and Health Administration (OSHA) relating to excavations, trenching, and shoring are strictly adhered to. The width of the trench shall be sufficient to permit satisfactorily jointing of the pipe and thorough compaction of the bedding material under the pipe and backfill material around the pipe, but it shall not be greater than the widths shown on the plans trench detail. Where rock, hardpan, or other unyielding material is encountered, the Contractor shall remove it from below the foundation grade for a depth of at least 8 inches or 1/2 inch for each foot of fill over the top of the pipe (whichever is greater) but for no more than three-quarters of the nominal diameter of the pipe. The excavation below grade should be filled with granular material to form a uniform foundation. Where a firm foundation is not encountered at the grade established, due to soft, spongy, or other unstable soil, the unstable soil shall be removed and replaced with approved granular material for the full trench EdhZzt^dE'/EZ/E' ͲϳϬϭWŝƉĞĨŽƌ^ƚŽƌŵƌĂŝŶƐĂŶĚƵůǀĞƌƚƐͲϯŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ width. The ENGINEER shall determine the depth of removal necessary. The granular material shall be compacted to provide adequate support for the pipe. The excavation for pipes placed in embankment fill shall not be made until the embankment has been completed to a height above the top of the pipe as shown on the plans. 701-3.2 Laying pipe. The pipe laying shall begin at the lowest point of the trench and proceed upgrade. The lower segment of the pipe shall be in contact with the bedding throughout its full length. Bell or groove ends of rigid pipes and outside circumferential laps of flexible pipes shall be placed facing upgrade. Paved or partially lined pipe shall be placed so that the longitudinal center line of the paved segment coincides with the flow line. Elliptical and elliptically reinforced concrete pipes shall be placed with the manufacturer’s reference lines designating the top of the pipe within five degrees of a vertical plane through the longitudinal axis of the pipe. 701-3.3 Embedment and Overfill. Pipes shall be inspected before any fill material is placed; any pipes found to be out of alignment, unduly settled, or damaged shall be removed and re-laid or replaced at the Contractor’s expense. 701-3.4 Placement of Embedment Material The embedment material shall be compacted in layers not exceeding 6 inches on each side of the pipe and shall be brought up one foot above the top of the pipe or to natural ground level, whichever is greater. Thoroughly compact the embedment material under the haunches of the pipe without displacing the pipe. Material shall be brought up evenly on each side of the pipe for the full length of the pipe. When the top of the pipe is above the top of the trench, the embedment material shall be compacted in layers not exceeding 6 inches and shall be brought up evenly on each side of the pipe to one foot above the top of the pipe. All embedment material shall be compacted to a density required under Item P-152. Concrete cradles and flowable fills, such as controlled low strength material (CLSM) per Section P-153 may be used for embedment provided adequate flotation resistance can be achieved by restraints, weighing, or placement technique. It shall be the Contractor’s responsibility to protect installed pipes and culverts from damage due to construction equipment operations. The Contractor shall be responsible for installation of any extra strutting or backfill required to protect pipes from the construction equipment. 701-3.5 Overfill Pipes shall be inspected before any overfill is in place. Any pipes found to be out of alignment, unduly settled, or damaged shall be removed and replaced at the Contractor’s expense. Evaluation of any damage to RCP shall be evaluated based on AASHTO R73. Overfill material shall be place and compacted in layers as required to achieve compaction to at least 95 percent standard proctor per ASTM D1557. The soil shall contain no debris, organic matter, frozen material, or stones with a diameter greater than one half the thickness of the compacted layers being placed. 701-3.6 Inspection Requirements An initial post installation inspection shall be performed by the ENGINEER no sooner than 30 days after completion of installation and final backfill. Clean or flush all lines prior to inspection. Use a camera with lighting suitable to allow a clear picture of the entire periphery of the pipe interior. Center the camera in the pipe both vertically and horizontally and be able to pan and tilt to a 90-degree EdhZzt^dE'/EZ/E' ͲϳϬϭWŝƉĞĨŽƌ^ƚŽƌŵƌĂŝŶƐĂŶĚƵůǀĞƌƚƐͲϰŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ angle with the axis of the pipe rotating 360 degrees. Use equipment to move the camera through the pipe that will not obstruct the camera’s view or interfere with proper documentation of the pipe’s condition. The video image shall be clear, focused, and relatively free from roll, static, or other image distortion qualities that would prevent the reviewer from evaluating the condition of the pipe. Incorporate specific inspection requirements for the various types of pipes beneath the general inspection requirements. Reinforced concrete pipe shall be inspected, evaluated, and reported on in accordance with ASTM C1840, “Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe.” Any issues reported shall include still photo and video documentation. The zoom ratio shall be provided for all still or video images that document any issues of concern by the inspection firm. 701-3.7 Trenchless Pipe Repair The Contractor shall plug the outfall of the downstream manhole to be the receiving area for flushing. The Contractor shall flush sediment out from the existing pipe, excavate the sediment from the downstream manhole and repeat the flushing process until the pipe is free from sediment. Once the sediment has been removed, the contractor shall CCTV the pipe to determine the condition. If remediation is determined to be needed by the Engineer, the Contractor shall provide a trenchless pipe repair to the existing pipe according to industry standards and practice. The lining shall be done by a company with 5 years of experience doing this kind of repair. Submit qualifications for the subcontractor to perform the repair for approval. METHOD OF MEASUREMENT 701-4.1 12-Inch Reinforced Concrete Pipe shall be measured in linear feet of pipe in place, completed, and accepted. It shall be measured along the centerline of the pipe from end or inside face of structure to the end or inside face of structure, whichever is applicable. The size of pipe shall be measured separately. All fittings shall be included in the footage as typical pipe sections in the pipe being measured. 701-4.2 12-Inch Ductile Iron Pipe shall be measured in linear feet of pipe in place, completed, and accepted. It shall be measured along the centerline of the pipe from end or inside face of structure to the end or inside face of structure, whichever is applicable. The size of pipe shall be measured separately. All fittings shall be included in the footage as typical pipe sections in the pipe being measured. 701-4.3. Remove Existing Storm Drainage Pipe: The length of pipe shall be measured in linear feet of pipe removed and accepted. It shall be measured along the centerline of the pipe from end or inside face of structure to the end or inside face of structure, whichever is applicable. No separate measurement for size of pipe shall be completed. 701-4.4. Connect to Existing Storm Structure: The Connect to Existing Storm Structure shall be measured by each for the connection of new pipe to an existing structure or pipe. All fittings, coring, blocking, patching, and other incidentals to allow a clean, watertight connection to the existing structure. 701-4.5. Abandon Existing Storm Drainage Pipe: Abandon Existing Storm Drainage Pipe shall be measure for the linear foot of grout pumped into the pipe for permanent abandonment. All work for this item shall be included in Item 701-5.5. 701-4.6. Connect Existing Pipe to New Structure shall be measured for each connection for existing pipe to a new structure or pipe. All labor, materials, coring, couplings, and equipment shall be included in the measurement for this item. This is different than Item 701-4.4. EdhZzt^dE'/EZ/E' ͲϳϬϭWŝƉĞĨŽƌ^ƚŽƌŵƌĂŝŶƐĂŶĚƵůǀĞƌƚƐͲϱŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 701-4.7 Trenchless Pipe Repair shall be inclusive of all sediment removal, plugs, labor, equipment, lining of the pipe, and CCTV. The measurement shall be per the linear foot of pipe to be repaired or sediment removed. BASIS OF PAYMENT 701-5.0 These prices shall fully compensate the Contractor for furnishing all materials and for all preparation, excavation, and installation of these materials; and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made at the contract unit price under: Item D-701-5.1 12-Inch Reinforced Concrete Pipe per linear foot Item D-701-5.2 12-Inch Ductile Iron Pipe per linear foot Item D-701-5.3 Remove Existing Storm Drainage Pipe per linear foot Item D-701-5.4 Connect to Existing Storm Structure per each Item D-701-5.5 Abandon Existing Storm Drainage Pipe per linear foot Item D-701-5.6 Connect Existing Pipe to New Structure per each Item D-701-5.7 Trenchless Pipe Repair per linear foot. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. American Association of State Highway and Transportation Officials (AASHTO) AASHTO R73 Standard Practice for Evaluation of Precast Concrete Pipe, Box Culverts, Manholes, and Drainage Inlets ASTM International (ASTM) ASTM A536 Standard Specification for Ductile Iron Castings ASTM A536 Standard Specification for Ductile Iron Gravity Sewer Pipe AASHTO R73 Standard Practice for Evaluation of Precast Concrete Drainage Productions ASTM A746 Standard Specification for Ductile Iron Gravity Sewer Pipe ASTM C76 Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe ASTM C150 Standard Specification for Portland Cement ASTM C443 Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets ASTM C506 Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe ASTM C507 Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain and Sewer Pipe EdhZzt^dE'/EZ/E' ͲϳϬϭWŝƉĞĨŽƌ^ƚŽƌŵƌĂŝŶƐĂŶĚƵůǀĞƌƚƐͲϲŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ ASTM C655 Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain and Sewer Pipe ASTM C990 Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants ASTM C1433 Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers ASTM C1479 Standard Practice for Installation of Precast Concrete Sewer, Storm Drain, and Culvert Pipe Using Standard Installations ASTM C1577 Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD ASTM C1786 Standard Specification for Segmental Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD ASTM C1840 Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe ASTM D1056 Standard Specification for Flexible Cellular Materials Sponge or Expanded Rubber ASTM D3282 Standard Practice for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes American Water Works Association AWWA C104 Cement-Mortar Lining for Ductile-Iron Pipe and Fittings AWWA C111 Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings AWWA C151 Ductile-Iron Pipe, Centrifugally Cast National Fire Protection Association (NFPA) NFPA 415 Standard on Airport Terminal Buildings, Fueling Ramp Drainage, and Loading Walkways END ITEM D-701 EdhZzt^dE'/EZ/E' ͲϳϬϱWŝƉĞhŶĚĞƌĚƌĂŝŶƐĨŽƌŝƌƉŽƌƚƐͲϭŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item D-705 Pipe Underdrains for Airports DESCRIPTION 705-1.1 This item shall consist of the construction of pipe drains in accordance with these specifications and in reasonably close conformity with the lines and grades shown on the plans. MATERIALS 705-2.1 General. Materials shall meet the requirements shown on the plans and specified below. 705-2.2 Pipe. The pipe shall be of the type called for on the plans or in the proposal and shall be in accordance with the following appropriate requirements. ASTM F758 Standard Specification for Smooth-Wall Poly (Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar Drainage ASTM F794 Standard Specification for Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe & Fittings Based on Controlled Inside Diameter ASTM F949 Standard Specification for Poly (Vinyl Chloride) (PVC) Corrugated Sewer Pipe with a Smooth Interior and Fittings 705-2.3 Joint mortar. Pipe joint mortar shall consist of one part by volume of Portland cement and two parts sand. The Portland cement shall conform to the requirements of ASTM C150, Type I. The sand shall conform to the requirements of ASTM C144. 705-2.4 Elastomeric seals. Elastomeric seals shall conform to the requirements of ASTM F477. 705-2.5 Porous backfill. Porous backfill shall be free of clay, humus, or other objectionable matter, and shall conform to the gradation in Table 1 when tested in accordance with ASTM C136. Table 1. Gradation of Porous Backfill Sieve Designation (square openings) Percentage by Weight Passing Sieves Porous Material No. * 1-1/2 inch 100 1 inch 90-100 3/8 inch 25-60 No. 4 5-40 No. 8 0-20 705-2.6 Granular material. Granular material used for backfilling shall conform to the requirements of ASTM D2321 for Class IA, IB, or II materials. 705-2.7 Filter fabric. The filter fabric shall conform to the requirements of AASHTO M288 Class 2 or equivalent. EdhZzt^dE'/EZ/E' ͲϳϬϱWŝƉĞhŶĚĞƌĚƌĂŝŶƐĨŽƌŝƌƉŽƌƚƐͲϮŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Table 2. Fabric Properties Fabric Property Test Method Test Requirement Grab Tensile Strength, lbs ASTM D4632 125 min Grab Tensile Elongation % ASTM D4632 50 min Burst Strength, psi ASTM D3785 125 min Trapezoid Tear Strength, lbs ASTM D4533 55 min Puncture Strength, lbs ASTM D4833 40 min Abrasion, lbs ASTM D4886 15 max loss Equivalent Opening Size ASTM D4751 70-100 Permittivity sec-1 ASTM D4491 0.80 Accelerated Weathering (UV Stability) (Strength Retained - %) ASTM D4355 *(500 hrs exposure) 70 705-2.8 Controlled low-strength material (CLSM). CLSM is not used for backfilling around underdrains. CONSTRUCTION METHODS 705-3.1 Equipment. All equipment required for the construction of pipe underdrains shall be on the project, in good working condition, and approved by the Engineer before construction is permitted to start. 705-3.2 Excavation. The width of the pipe trench shall be sufficient to permit satisfactory jointing of the pipe and thorough tamping of the bedding material under and around the pipe but shall not be less than the external diameter of the pipe plus 6 inches on each side of the pipe. The trench walls shall be approximately vertical. Where rock, hardpan, or other unyielding material is encountered, it shall be removed below the foundation grade for a depth of at least 4 inches. The excavation below grade shall be backfilled with selected fine compressible material, such as silty clay or loam, and lightly compacted in layers not over 6 inches in uncompacted depth to form a uniform but yielding foundation. Where a firm foundation is not encountered at the grade established, due to soft, spongy, or other unstable soil, the unstable soil shall be removed and replaced with approved granular material for the full trench width. The Engineer shall determine the depth of removal necessary. The granular material shall be compacted to provide adequate support for the pipe. Excavated material not required or acceptable for backfill shall be disposed of by the Contractor as directed by the Engineer. The excavation shall not be carried below the required depth; if this occurs, the trench shall be backfilled at the Contractor’s expense with material approved by the Engineer and compacted to the density of the surrounding material. The pipe bedding shall be constructed uniformly over the full length of the pipe barrel, as required on the plans. The maximum aggregate size shall be 1 inch when the bedding thickness is less than 6 inches, and 1-1/2 inch when the bedding thickness is greater than 6 inches. Bedding shall be loosely placed, uncompacted material under the middle third of the pipe prior to placement of the pipe. EdhZzt^dE'/EZ/E' ͲϳϬϱWŝƉĞhŶĚĞƌĚƌĂŝŶƐĨŽƌŝƌƉŽƌƚƐͲϯŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ The Contractor shall do trench bracing, sheathing, or shoring necessary to perform and protect the excavation as required for safety and conformance to federal, state, and local laws. Unless otherwise provided, the bracing, sheathing, or shoring shall be removed by the Contractor after the backfill has reached at least 12 inches over the top of the pipe. The sheathing or shoring shall be pulled as the granular backfill is placed and compacted to avoid any unfilled spaces between the trench wall and the backfill material. The cost of bracing, sheathing, or shoring, and the removal of same, shall be included in the unit price bid per foot for the pipe. 705-3.3 Laying and installing pipe. a. PVC, fiberglass, or polyethylene pipe. PVC or polyethylene pipe shall be installed in accordance with the requirements of ASTM D2321. Perforations shall meet the requirements of AASHTO M252 or AASHTO M294 Class 2, unless otherwise indicated on the plans. The pipe shall be laid accurately to line and grade. b. All types of pipe. The upgrade end of pipelines, not terminating in a structure, shall be plugged or capped as approved by the Engineer. Unless otherwise shown on the plans, a 4-inch bed of granular backfill material shall be spread in the bottom of the trench throughout the entire length under all perforated pipe underdrains. Pipe outlets for the underdrains shall be constructed when required or shown on the plans. The pipe shall be laid with tight-fitting joints. Porous backfill is not required around or over pipe outlets for underdrains. All connections to other drainage pipes or structures shall be made as required and in a satisfactory manner. If connections are not made to other pipes or structures, the outlets shall be protected and constructed as shown on the plans. e. Filter fabric. The filter fabric shall be installed in accordance with the manufacturer’s recommendations, or in accordance with the AASHTO M288 Appendix, unless otherwise shown on the plans. 705-3.4 Not Used. 705-3.5 Not Used. 705-3.6 Embedment and Backfill a. Earth. All trenches and excavations shall be backfilled soon after the pipes are installed unless additional protection of the pipe is directed. The embedment material shall be select material from excavation or borrow and shall be approved by the Engineer. The select material shall be placed on each side of the pipe out to a distance of the nominal pipe diameter and one foot over the top of the pipe and shall be readily compacted. It shall not contain stones 3 inches or larger in size, frozen lumps, chunks of highly plastic clay, or any other material that is objectionable to the Engineer. The material shall be moistened or dried, as required to aid compaction. Placement of the embedment material shall not cause displacement of the pipe. Thorough compaction under the haunches and along the sides to the top of the pipe shall be obtained. The embedment material shall be placed in loose layers not exceeding 6 inches in depth under and around the pipe. Backfill material over the pipe shall be placed in lifts not exceeding 8 inches. Successive layers shall be added and thoroughly compacted by hand and pneumatic tampers, approved by the Engineer, until the trench is completely filled and brought to the planned elevation. Embedment and backfilling shall be done to avoid damaging top or side of the pipe. In embankments and other unpaved areas, the backfill shall be compacted per Item P-152 to the density required for embankments in unpaved areas. Under paved areas, the subgrade and any backfill shall be compacted per Item P-152 to the density required for embankments for paved areas. EdhZzt^dE'/EZ/E' ͲϳϬϱWŝƉĞhŶĚĞƌĚƌĂŝŶƐĨŽƌŝƌƉŽƌƚƐͲϰŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ b. Granular backfill. When granular backfill is required, placement in the trench and about the pipe shall be as shown on the plans. The granular backfill shall not contain an excessive amount of foreign matter, nor shall soil from the sides of the trench or from the soil excavated from the trench be allowed to filter into the granular backfill. When required by the Engineer, a template shall be used to properly place and separate the two sizes of backfill. The backfill shall be placed in loose layers not exceeding 6 inches in depth. The granular backfill shall be compacted by hand and pneumatic tampers to the requirements as given for embankment. Backfilling shall be done to avoid damaging top or side pressure on the pipe. The granular backfill shall extend to the elevation of the trench or as shown on the plans. When perforated pipe is specified, granular backfill material shall be placed along the full length of the pipe. The position of the granular material shall be as shown on the plans. If the original material excavated from the trench is pervious and suitable, it shall be used in lieu of porous backfill No. 1. If porous backfill is placed in paved or adjacent to paved areas before grading or subgrade operations is completed, the backfill material shall be placed immediately after laying the pipe. The depth of the granular backfill shall be not less than 12 inches, measured from the top of the underdrain. During subsequent construction operations, a minimum depth of 12 inches of backfill shall be maintained over the underdrains. When the underdrains are to be completed, any unsuitable material shall be removed exposing the porous backfill. Porous backfill containing objectionable material shall be removed and replaced with suitable material. The cost of removing and replacing any unsuitable material shall be at the Contractor’s expense. If a granular subbase blanket course is used which extends several feet beyond the edge of paving to the outside edge of the underdrain trench, the granular backfill material over the underdrains shall be placed in the trench up to an elevation of 2 inches above the bottom surface of the granular subbase blanket course. Immediately prior to the placing of the granular subbase blanket course, the Contractor shall blade this excess trench backfill from the top of the trench onto the adjacent subgrade where it can be incorporated into the granular subbase blanket course. Any unsuitable material that remains over the underdrain trench shall be removed and replaced. The subbase material shall be placed to provide clean contact between the subbase material and the underdrain granular backfill material for the full width of the underdrain trench. c. Controlled low-strength material (CLSM). CLSM is not used. 705-3.7 Flexible Pipe Ring Deflection. Not used. 705-3.8Connections. When the plans call for connections to existing or proposed pipe or structures, these connections shall be watertight and made to obtain a smooth uniform flow line throughout the drainage system. 705-3.9 Cleaning and restoration of site. After the backfill is completed, the Contractor shall dispose of all surplus material, soil, and rubbish from the site. Surplus soil may be deposited in embankments, shoulders, or as directed by the Engineer. Except for paved areas of the airport, the Contractor shall restore all disturbed areas to their original condition. METHOD OF MEASUREMENT 705-4.1 The length of pipe shall be the number of linear feet (meters) of pipe underdrains in place, completed, and approved; measured along the centerline of the pipe from end or inside face of structure to the end or inside face of structure, whichever is applicable. The several classes, types, and sizes shall be measured separately. All fittings shall be included in the footage as typical pipe sections in the pipeline being measured. 705-4.2. The quantity of pipe underdrains shall be measured per linear foot complete, including porous backfill and filter fabric. EdhZzt^dE'/EZ/E' ͲϳϬϱWŝƉĞhŶĚĞƌĚƌĂŝŶƐĨŽƌŝƌƉŽƌƚƐͲϱŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 705-4.3. The quantity of underdrain cleanouts shall be measured by the unit. 705-4.4. The quantity of underdrain pipe plugs shall be measured by the unit. BASIS OF PAYMENT 705-5.1 Payment will be made at the contract unit price per linear foot for pipe underdrains of the type, class, and size designated. Pipe underdrains, including porous backfill and filter fabric, shall be made at the contract unit price per linear foot. 705-5.2 Payment will be made at contract unit price per each underdrain cleanout as shown on the plans including excavation, size, placement, backfilling, cleanout lid, and connection to the underdrain system. 705-5.3 Payment will be made at the contract unit price per linear foot for outfall pipe of the type, class, and size designated. Pipe, including bedding backfill and compaction, shall be made at the contract unit price per linear foot. 705-5.4 Payment will be made at the contract unit price per each installation of Underdrain Pipe Plug of the type, material, class, and size designated on the Plans. These prices shall be full compensation for furnishing all materials and for all preparation, excavation, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item P-705-5.1 6-inch Conventional Underdrain - per linear foot Item P-705-5.2 Underdrain Cleanout - per each Item P-705-5.3 6-inch Underdrain Outfall Pipe - per linear foot REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International (ASTM) ASTM C136 Standard Test Method for Sieve or Screen Analysis of Fine and Coarse Aggregates ASTM F477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM F758 Standard Specification for Smooth Wall Poly (Vinyl Chloride) (PVC) Plastic Underdrain Systems for Highway, Airport, and Similar Drainage ASTM F794 Standard Specification for Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe & Fittings Based on Controlled Inside Diameter ASTM F949 Standard Specification for Poly (Vinyl Chloride) (PVC) Corrugated Sewer Pipe with a Smooth Interior and Fittings American Association of State Highway and Transportation Officials (AASHTO) AASHTO M252 Standard Specification for Corrugated Polyethylene Drainage Pipe EdhZzt^dE'/EZ/E' ͲϳϬϱWŝƉĞhŶĚĞƌĚƌĂŝŶƐĨŽƌŝƌƉŽƌƚƐͲϲŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ AASHTO M288 Standard Specification for Geotextile Specification for Highway Applications AASHTO M294 Standard Specification for Corrugated Polyethylene Pipe, 300- to 1500- mm (12- to 60-in.) Diameter AASHTO M304 Standard Specification for Poly (Vinyl Chloride) (PVC) Profile Wall Drain Pipe and Fittings Based on Controlled Inside Diameter END OF ITEM D-705 EdhZzt^dE'/EZ/E' ͲϳϱϭDĂŶŚŽůĞƐ͕ĂƚĐŚĂƐŝŶƐ͕/ŶůĞƚƐĂŶĚ/ŶƐƉĞĐƚŝŽŶ,ŽůĞƐͲϭŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item D-751 Manholes, Catch Basins, Inlets and Inspection Holes DESCRIPTION 751-1.1 This item shall consist of construction of manholes, catch basins, inlets, and inspection holes, in accordance with these specifications, at the specified locations and conforming to the lines, grades, and dimensions shown on the plans or required by the Engineer. MATERIALS 751-2.1 Not Used. 751-2.2 Mortar. Mortar shall consist of one part Portland cement and two parts sand. The cement shall conform to the requirements of ASTM C150, Type I. The sand shall conform to the requirements of ASTM C144. 751-2.3 Concrete. Plain and reinforced concrete used in structures, connections of pipes with structures, and the support of structures or frames shall conform to the requirements of Item P-610. 751-2.4 Precast concrete pipe manhole rings. Precast concrete pipe manhole rings shall conform to the requirements of ASTM C478. Unless otherwise specified, the risers and offset cone sections shall have an inside diameter of not less than 36 inches nor more than 48 inches . There shall be a gasket between individual sections and sections cemented together with mortar on the inside of the manhole. Gaskets shall conform to the requirements of ASTM C443. 751-2.5 Corrugated metal. Corrugated metal shall conform to the requirements of American Association of State Highway and Transportation Officials (AASHTO) M36. 751-2.6 Frames, covers, and grates. The castings shall conform to one of the following requirements: a. ASTM A48, Class 35B: Gray iron castings b. ASTM A47: Malleable iron castings c. ASTM A27: Steel castings d. ASTM A283, Grade D: Structural steel for grates and frames e. ASTM A536, Grade 65-45-12: Ductile iron castings f. ASTM A897: Austempered ductile iron castings All castings or structural steel units shall conform to the dimensions shown on the plans and shall be designed to support the loadings, aircraft gear configuration and/or direct loading, specified. Castings shall be aircraft rated for a minimum of 100,000 pounds and maximum tire pressure of 250 psi. Each frame and cover or grate unit shall be provided with fastening members to prevent it from being dislodged by traffic, but which will allow easy removal for access to the structure. All castings shall be thoroughly cleaned. After fabrication, structural steel units shall be galvanized in the factory to meet the requirements of ASTM A123. EdhZzt^dE'/EZ/E' ͲϳϱϭDĂŶŚŽůĞƐ͕ĂƚĐŚĂƐŝŶƐ͕/ŶůĞƚƐĂŶĚ/ŶƐƉĞĐƚŝŽŶ,ŽůĞƐͲϮŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 751-2.7 Steps. The steps or ladder bars shall be gray or malleable cast iron or galvanized steel. The steps shall be the size, length, and shape shown on the plans and those steps that are not galvanized shall be given a coat of asphalt paint, when directed. 751-2.8 Precast inlet structures. Manufactured in accordance with and conforming to ASTM C913. 751-2.9 Submittals. Structures shown in the Plans to be aircraft rated shall be rated for aircraft wheel loads of 100,000 lbs. as described in FAA AC 150/5320-6G, Appendix B. Structural calculations shall be submitted to the Engineer for approval for each structure type (i.e., manholes, catch basins, etc.). Calculations shall be sealed by a licensed engineer in the State of Washington. CONSTRUCTION METHODS 751-3.1 Unclassified excavation. a. The Contractor shall excavate for structures and footings to the lines and grades or elevations, shown on the plans, or as staked by the Engineer. The excavation shall be of sufficient size to permit the placing of the full width and length of the structure or structure footings shown. The elevations of the bottoms of footings, as shown on the plans, shall be considered as approximately only; and the Engineer may direct, in writing, changes in dimensions or elevations of footings necessary for a satisfactory foundation. b. Boulders, logs, or any other objectionable material encountered in excavation shall be removed. All rock or other hard foundation material shall be cleaned of all loose material and cut to a firm surface either level, stepped, or serrated, as directed by the Engineer. All seams or crevices shall be cleaned out and grouted. All loose and disintegrated rock and thin strata shall be removed. Where concrete will rest on a surface other than rock, the bottom of the excavation shall not be disturbed and excavation to final grade shall not be made until immediately before the concrete or reinforcing is placed. c. The Contractor shall do all bracing, sheathing, or shoring necessary to implement and protect the excavation and the structure as required for safety or conformance to governing laws. The cost of bracing, sheathing, or shoring shall be included in the unit price bid for the structure. d. All bracing, sheathing, or shoring involved in the construction of this item shall be removed by the Contractor after the completion of the structure. Removal shall not disturb or damage finished masonry. The cost of removal shall be included in the unit price bid for the structure. e. After excavation is completed for each structure, the Contractor shall notify the Engineer. No concrete or reinforcing steel shall be placed until the Engineer has approved the depth of the excavation and the character of the foundation material. 751-3.2 Not Used. 751-3.3 Concrete structures. Concrete structures which are to be cast-in-place within the project boundaries shall be built on prepared foundations, conforming to the dimensions and shape indicated on the plans. The construction shall conform to the requirements specified in Item P-610. Any reinforcement required shall be placed as indicated on the plans and shall be approved by the Engineer before the concrete is placed. All invert channels shall be constructed and shaped accurately to be smooth, uniform, and cause minimum resistance to flowing water. The interior bottom shall be sloped to the outlet. 751-3.4 Precast concrete structures. Precast concrete structures shall be furnished by a plant meeting National Precast Concrete Association Plant Certification Program or another Engineer approved third party certification program. EdhZzt^dE'/EZ/E' ͲϳϱϭDĂŶŚŽůĞƐ͕ĂƚĐŚĂƐŝŶƐ͕/ŶůĞƚƐĂŶĚ/ŶƐƉĞĐƚŝŽŶ,ŽůĞƐͲϯŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Precast concrete structures shall conform to ASTM C478. Precast concrete structures shall be constructed on prepared or previously placed slab foundations conforming to the dimensions and locations shown on the plans. All precast concrete sections necessary to build a completed structure shall be furnished. The different sections shall fit together readily. Joints between precast concrete risers and tops shall be full bedded in cement mortar and shall: (1) be smoothed to a uniform surface on both interior and exterior of the structure or (2) utilize a rubber gasket per ASTM C443. The top of the upper precast concrete section shall be suitably formed and dimensioned to receive the metal frame and cover or grate as required. Provision shall be made for any connections for lateral pipe, including drops and leads that may be installed in the structure. The flow lines shall be smooth, uniform, and cause minimum resistance to flow. The metal or metal encapsulated steps that are embedded or built into the side walls shall be aligned and placed in accordance with ASTM C478. When a metal ladder replaces the steps, it shall be securely fastened into position. 751-3.5 Corrugated metal structures. Corrugated metal structures shall be prefabricated. All standard or special fittings shall be furnished to provide pipe connections or branches with the correct dimensions and of sufficient length to accommodate connecting bands. The fittings shall be welded in place to the metal structures. The top of the metal structure shall be designed so that either a concrete slab or metal collar may be attached to allow the fastening of a standard metal frame and grate or cover. Steps or ladders shall be furnished as shown on the plans. Corrugated metal structures shall be constructed on prepared foundations, conforming to the dimensions and locations as shown on the plans. When indicated, the structures shall be placed on a reinforced concrete base. 751-3.6 Inlet and outlet pipes. Inlet and outlet pipes shall extend through the walls of the structures a sufficient distance beyond the outside surface to allow for connections. They shall be cut off flush with the wall on the inside surface of the structure, unless otherwise directed. For concrete or brick structures, mortar shall be placed around these pipes to form a tight, neat connection. 751-3.7 Placement and treatment of castings, frames, and fittings. All castings, frames, and fittings shall be placed in the positions indicated on the plans or as directed by the Engineer and shall be set true to line and elevation. If frames or fittings are to be set in concrete or cement mortar, all anchors or bolts shall be in place before the concrete or mortar is placed. The unit shall not be disturbed until the mortar or concrete has set. When frames or fittings are placed on previously constructed masonry, the bearing surface of the masonry shall be brought true to line and grade and shall present an even bearing surface so the entire face or back of the unit will come in contact with the masonry. The unit shall be set in mortar beds and anchored to the masonry as indicated on the plans or as directed by the Engineer. All units shall set firm and secure. After the frames or fittings have been set in final position, the concrete or mortar shall be allowed to harden for seven (7) days before the grates or covers are placed and fastened down. When structures are located within the runway safety area, POFA, RPZ, etc., the elevation of the structures shall be set to meet the grading requirements of these areas. Structures shall be flush with the surrounding grade. 751-3.8 Installation of steps. The steps shall be installed as indicated on the plans or as directed by the Engineer. When the steps are to be set in concrete, they shall be placed and secured in position before the concrete is placed. When the steps are installed in brick masonry, they shall be placed as the masonry is being built. The steps shall not be disturbed or used until the concrete or mortar has hardened for at least seven (7) days. After seven (7) days, the steps shall be cleaned and painted, unless they have been galvanized. When steps are required with precast concrete structures, they shall meet the requirements of ASTM C478. The steps shall be cast into the side of the sections at the time the sections are manufactured or set in place after the structure is erected by drilling holes in the concrete and cementing the steps in place. EdhZzt^dE'/EZ/E' ͲϳϱϭDĂŶŚŽůĞƐ͕ĂƚĐŚĂƐŝŶƐ͕/ŶůĞƚƐĂŶĚ/ŶƐƉĞĐƚŝŽŶ,ŽůĞƐͲϰŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ When steps are required with corrugated metal structures, they shall be welded into aligned position at a vertical spacing of 12 inches. Instead of steps, prefabricated ladders may be installed. For brick or concrete structures, the ladder shall be held in place by grouting the supports in drilled holes. For metal structures, the ladder shall be secured by welding the top support to the structure and grouting the bottom support into drilled holes in the foundation or as directed by the Engineer. 751-3.9 Backfilling. a. After a structure has been completed, the area around it shall be backfilled with approved material, in horizontal layers not to exceed 8 inches in loose depth and compacted to the density required in Item P- 152. Each layer shall be deposited evenly around the structure to approximately the same elevation. The top of the fill shall meet the elevation shown on the plans or as directed by the Engineer. b. Backfill shall not be placed against any structure until approved by the Engineer. For concrete structures, approval shall not be given until the concrete has been in place seven (7) days, or until tests establish that the concrete has attained sufficient strength to withstand any pressure created by the backfill and placing methods. c. Backfill shall not be measured for direct payment. Performance of this work shall be considered an obligation of the Contractor covered under the contract unit price for the structure involved. 751-3.10 Cleaning and restoration of site. After the backfill is completed, the Contractor shall dispose of all surplus material, dirt, and rubbish from the site. Surplus dirt may be deposited in embankments, shoulders, or as approved by the Engineer. The Contractor shall restore all disturbed areas to their original condition. The Contractor shall remove all tools and equipment, leaving the entire site free, clear, and in good condition. METHOD OF MEASUREMENT 751-4.1 Manholes, catch basins, inlets, and inspection holes shall be measured by the unit. 751-4.2 Removal of existing structures, catch basins, and manholes shall be measured by the unit. 751-4.3 Adjust structure to grades shall be measured by each unit. BASIS OF PAYMENT 751-5.1 The accepted quantities of manholes, catch basins, inlets, and inspection holes will be paid for at the contract unit price per each in place when completed. This price shall be full compensation for furnishing all materials and for all preparation, excavation, backfilling and placing of the materials; furnishing and installation of such specials and connections to pipes and other structures as may be required to complete the item as shown on the plans; and for all labor equipment, tools and incidentals necessary to complete the structure. 751-5.2 The accepted quantities of removal of existing structures, catch basins, and manholes will be paid for at the contract unit price per each when removed and accepted. This price shall be full compensation for all preparation, excavation, backfilling and removal of the materials; completing any specials connections to pipes and other structures as may be required to complete the item as shown on the plans; and for all labor equipment, tools and incidentals necessary to complete the structure. 751-5.3 The accepted quantities of Adjust Structure to Grade will be paid for at the contract unit price per each in place when completed. This price shall be full compensation for furnishing all materials and for all preparation, excavation, backfilling and placing of the materials; furnishing and installation of such EdhZzt^dE'/EZ/E' ͲϳϱϭDĂŶŚŽůĞƐ͕ĂƚĐŚĂƐŝŶƐ͕/ŶůĞƚƐĂŶĚ/ŶƐƉĞĐƚŝŽŶ,ŽůĞƐͲϱŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ specials and other structures as may be required to complete the item as shown on the plans; and for all labor equipment, tools and incidentals necessary to complete the structure. Payment will be made under: Item D-751-5.1 Remove Existing Catch Basin - per each Item D-751-5.2 CB Type 1 - per each Item D-751-5.3 CB Type 2 – 48” AIRCRAFT RATED per each Item D-751-5.4 CB Type 3 – AIRCRAFT RATED per each Item D-751-5.5 CB Type 4 – AIRCRAFT RATED SMH per each Item D-751-5.6 Adjust Structure to Grade (Pavement) per each Item D-751-5.7 Adjust Structure to Grade (Grass Infield) per each REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International ASTM A27 Standard Specification for Steel Castings, Carbon, for General Application ASTM A47 Standard Specification for Ferritic Malleable Iron Castings ASTM A48 Standard Specification for Gray Iron Castings ASTM A123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products ASTM A283 Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates ASTM A536 Standard Specification for Ductile Iron Castings ASTM A897 Standard Specification for Austempered Ductile Iron Castings ASTM C32 Standard Specification for Sewer and Manhole Brick (Made from Clay or Shale) ASTM C144 Standard Specification for Aggregate for Masonry Mortar ASTM C150 Standard Specification for Portland Cement ASTM C443 Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets. ASTM C478 Standard Specification for Precast Reinforced Concrete Manhole Sections ASTM C913 Standard Specification for Precast Concrete Water and Wastewater Structures. American Association of State Highway and Transportation Officials (AASHTO) AASHTO M36 Standard Specification for Corrugated Steel Pipe, Metallic-Coated, for Sewers and Drains EdhZzt^dE'/EZ/E' ͲϳϱϭDĂŶŚŽůĞƐ͕ĂƚĐŚĂƐŝŶƐ͕/ŶůĞƚƐĂŶĚ/ŶƐƉĞĐƚŝŽŶ,ŽůĞƐͲϲŽĨϲ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ END OF ITEM D-751 CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ1ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item L-100 Electrical General Requirements DESCRIPTION 100-1.1 GENERAL. This Item includes furnishing and installing all material, equipment and apparatus, and all labor, tools, services and equipment required for the following: a. The demolition and salvage/removal of portions of the existing airfield lighting systems including elements of the “Existing” (aka “Old”) Regulator Building (RB). Installation shall be in accordance with Specifications FAA-C-1217 and FAA-C-1391 (current editions), except as specified herein. Perform all work not included in the FAA Specifications in accordance with the National Electrical Code, applicable local standards and regulations. 100-1.2 DEMOLITION AND SALVAGE. a. Removal and/or salvage of airfield electrical elements is included under this Item shall include the intent, but not be limited to the specific elements, of the following: (1) Light fixtures and isolation transformers: (2) Signs and isolation transformers: (3) Constant current regulators and Control Modules: Salvage for re-installation or to Owner. b. Demolition (removal and non-salvage to Owner or for re-installation) of other airfield electrical system elements shall include the intent, but not be limited to the specific elements, of the following: (1) Quartz lamp type lights (2) Power and signal cables. c. Demolition (removal and non-salvage) of other elements associated with the airfield electrical system is included under other Items of this project. Elements covered shall include the intent, but not be limited to the specific elements, of the following: (1) Underground conduits and duct banks, both concrete encased and direct earth buried. (2) Underground electrical concrete structures including manholes and handholes of varying sizes. (3) Sign and light concrete encased bases and miscellaneous concrete footings. (4) Grading and backfill associated with removal of the foregoing elements shall be covered under other Items of these specifications (P-152, “Excavation and Embankment”). 100-1.3 RELATED DOCUMENTS. The General Provisions of the Contract, including General and Special Conditions, apply to work specified in this Item. CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ2ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 100-1.4 SPECIFICATIONS AND STANDARDS. As a supplement to the installation requirements of this item, the following standard specifications and regulations of the issues in effect on the date of this solicitation are incorporated herein by reference and are made a part hereof for electrical work and installation and splicing of underground cables. NEC National Electrical Code FAA-STD-019 Lightning Protection, Grounding, Bonding and Shielding Requirements for Facilities FAA-C-1217 Electrical Work, Interior FAA-C-1391 Installation, Termination, Splicing, and Transient/Surge Protection of Underground Electrical Distribution System Power Cables Utility Company Rules and Regulations Local Governing Bodies' Codes and Regulations 100-1.5 SUBMITTALS, SHOP DRAWINGS AND MATERIAL LISTS. Prior to the installation of any material and equipment and within 30 days of contract award, the Contractor shall submit to the Owner for approval shop drawings, material lists and manufacturers' brochures containing complete dimensional and performance characteristics, wiring diagrams, installation and operation instructions, etc., for the equipment listed in the individual L-Series specification Items. The Contractor’s submittals shall be pdf format tabbed by specification section. A materials list shall be submitted listing each specification paragraph number and stating whether the materials proposed are as specified or are substitutions. If the item is a substitute item, a complete submittal as described in the above paragraph shall be provided for that item. Submittal data shall be presented in a clear, precise and thorough manner. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. Provide submittals for the following equipment under these Items: a. Constant Current Regulators (CCR) and Appurtenances – various sizes and configurations as needed. b. Distribution and branch circuit panelboards and branch circuit breakers. c. Disconnect switches. d. Fuses. e. Surge Protective Devices (SPD). CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ3ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ f. Cable tray and wireways (gutters, trays, conduits and specialty fittings) with mounting hardware and installation drawings. g. 600 V power cables. h. 600 V rated multi-pair or multi-conductor signal and control cables. 100-1.6 DIRECTIVE VERBS. The material in the L-Series specification Items and any referenced FAA Advisory Circulars (ACs), Orders, Specifications and Standards contain criteria, recommended practices and other guidance material which require the use of certain verbs such as SHALL, MUST, SHOULD, WILL and MAY. In these specifications and reference materials the explicit meanings of these verbs is as follows: a. SHALL. The action is mandatory. For example: “Contractor SHALL coordinate with Operations and Maintenance 2 hours before the end of each daylight work shift to verify that all airfield lighting circuits are operational.” b. MUST. The action is mandatory. For example: “The localizer station MUST automatically shut down if the monitor detects an out of tolerance condition.” c. SHOULD. The action is desirable or recommended. For example: “The glide slope SHOULD be located 400 feet from the runway centerline.” d. WILL. The action is to be taken in the future. For example: “These items WILL not be available from Airport Maintenance.” or “Some facilities WILL be programmed for upgrading to provide Category II performance.” e. MAY. The action is permissible. For example: “… it is expected that the Contractor MAY draw down this material for use in permanent installations.” or “parking of unattended vehicles or aircraft within this area is prohibited at all times, except for maintenance vehicles which MAY be parked adjacent to the equipment shelter.” 100-1.7 AIRFIELD LIGHTING SYSTEM OPERATIONAL TESTS. Prior to the end of every work shift, the Contractor shall test and operate the effected airfield lighting and miscellaneous power circuits early enough, prior to their need, as required to verify correct operation to the Resident Project Representative (RPR) and Airport Operations. EQUIPMENT AND MATERIALS 100-2.1 EQUIPMENT. Conduits, conduit fittings, conductors, connectors, boxes, wiring devices, panelboards, and circuit breakers shall meet requirements of Specification FAA-C-1217. 100-2.2 PANELBOARDS AND CIRCUIT BREAKERS. Distribution and Branch Circuit Panelboards and circuit breakers shall be per the following: a. Product Type: NEMA PB1, circuit breaker type, lighting and appliance branch circuit panelboard. b. Panelboard Bus: Copper, current carrying components, ratings as indicated on Drawings. Furnish copper ground bus in each panelboard; furnish insulated ground bus as indicated on Drawings. CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ4ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ c. Minimum Integrated Short Circuit Rating: 10,000 amperes rms symmetrical for 208/240 volt panelboards; 14,000 amperes rms symmetrical for 480 volt panelboards, or as indicated on Drawings. d. Molded Case Circuit Breakers: NEMA AB 1, bolt-on type thermal magnetic trip circuit breakers, with common trip handle for all poles, listed as Type SWD for lighting circuits, Type HACR for air conditioning equipment circuits, Class A ground fault interrupter circuit breakers as indicated on Drawings. Do not use tandem circuit breakers. All circuit breakers in motor controllers shall have instantaneous trip units. e. Enclosure: NEMA PB 1, Type 1. f. Cabinet Front: Flush or Surface cabinet front with concealed trim clamps, concealed hinge, metal directory frame, and flush lock keyed alike. Finish in manufacturer's standard gray enamel. 100-2.3 CONDUIT, INTERIOR. Conduits installed in building interiors shall be as follows: a. Exposed conduit and fittings shall be rigid galvanized steel (RGS). Conduits run on the exterior of the building above or below the grade for the earth grounding system shall be rigid zinc-coated steel. Radius of bends in RGS shall be minimum 12 nominal pipe diameters. b. Exposed conduits shall be galvanized steel electrical metallic tubing (EMT). Radius of bends in EMT shall be minimum 12 nominal pipe diameters. EMT fittings shall be compression type – set screw types are not acceptable. c. Conduit run in concrete or below slab on grade shall be per paragraph 100-2.4 below. 100-2.4 CONDUIT, EXTERIOR. Conduits in concrete slabs, in block walls or exterior exposed shall be rigid galvanized steel (RGS). Conduits run on the exterior of the building above or below the grade for the earth grounding system shall be rigid zinc-coated steel. Radius of bends in RGS shall be minimum 12 nominal pipe diameters. Rigid galvanized steel conduit run in concrete or below slab on grade, or in the ground, shall be field wrapped or shall have factory-applied coating as required in Specification FAA-C-1217. Field-made joints, fittings, abrasions and holidays shall be coated or wrapped with material equal to the original coating or wrapping. 100-2.5 CONDUIT, UNDERGROUND. Conduits run underground are specified in Item L-110 of these specifications. 100-2.6 600 VOLT WIRE. All wire shall have copper conductors. Size shall be American Wire Gauge (AWG) with size for power circuit as shown on the project drawings. All Power wire shall be stranded. Insulation shall be Type THWN-2 (above ground) or XHHW or XHHW-2 (below ground) and shall be continuous and color coded as follows: 120/208V 277/480V Line 1 or Phase "A" Black Brown Line 2 or Phase "B" Red Orange Phase "C" Blue Yellow CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ5ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Neutral White Gray Ground See Item 100-3.5 Control Black with numbered adhesive Markers on both ends All wire shall be continuous; no splices will be permitted. All wire shall be drawn into conduit with adequate lubricating compound to prevent damage to insulation. Pull tension shall not exceed manufacturer's recommendation. 100-2.7 SIGNAL AND CONTROL CABLES: All signal and control cables shall have copper conductors. Cable configuration and voltage rating shall be as shown on the plans. Assume 600 volt rating if none is shown. 100-2.8 5KV WIRE. All 5 KV cables for airfield lighting shall have copper conductors and shall be as specified in Item L-108. 100-2.9 CONDUIT FITTINGS. Each conduit and nipple entrance to junction boxes, panelboards, disconnect switches, duct, raceway, equipment cabinets, and other such electrical enclosures shall be fitted with double locknuts (one each side of metal penetrated) and insulating bushing. Bushings on 1-1/4 inch and larger conduits shall be insulated metallic, type OZ/Gedney Cat. No. IBC Series, or equal; bushings for 3/4 inch and 1 inch shall be plastic insulated T&B rated for 150 C, or equal. All insulated bonding and grounding bushings of conduits for 2400 volts or higher voltages, for conduit going underground, and for conduits going into concrete slabs shall be OZ/Gedney Cat. No. IBC-xxL (fitted with grounding lug), or equal. The bushings shall be connected to the grounding system within the terminating enclosure and not on the underground end. The buried end of each conduit shall be fitted with a thermosetting, plastic-insulated, metallic bushing. All openings where conduits enter junction boxes, other enclosures and shelters shall be sealed weathertight. The conduit shall be capped, if left empty, or sealed with Ducseal, or equal, around the conductors for exterior conduits. 100-2.10 UNDERGROUND DUCT. Concrete-encased and direct earth buried PVC ducts shall be as detailed on the plans. Directional bore PVC or HDPE ducts shall be as detailed on the plans. All ducts shall be as specified in Item L-110. 100-2.11 STRUCTURAL CONCRETE. Structural Concrete shall be as specified in Item P-610 and installed as detailed on drawings. 100-2.12 CONTROLLED LOW STRENGTH MATERIAL (CLSM). CLSM (aka. Flowable Fill) shall be as specified in Item P-153 and installed as detailed on drawings. 100-2.13 CONCRETE DUCT MARKERS. Markers shall be as specified in Item L-110 and as detailed on drawings. 100-2.14 CONCRETE MANHOLES AND HANDHOLES . Manholes and handholes shall be as specified in Item L-115 and as detailed on drawings. CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ6ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 100-2.15 LIGHT BASES AND TRANSFORMER HOUSING. Bases and covers shall be specified in item L-125 and as detailed on drawings. 100-2.16 OTHER ELECTRICAL EQUIPMENT. Cutouts, relays, terminal blocks, transfer relays, circuit breakers, and all other regularly used commercial items of electrical equipment not covered by FAA equipment specifications shall conform to the applicable rulings and standards of the Institute of Electrical and Electronic Engineers (IEEE) or the National Electrical Manufacturers Association (NEMA). When specified, test reports from a testing laboratory indicating that the equipment meets the specifications shall be supplied. In all cases, equipment shall be new and a first-grade product. This equipment shall be supplied in the quantities required for the specific project and shall incorporate the electrical and mechanical characteristics specified in the specification and plans. 100-2.17 CONSTANT CURRENT REGULATORS. Constant current regulators (CCRs) shall be dry type, air cooled, L-828, designed to supply one, three or five-precision output current levels (6.6 amp) to power series lighting circuits on airport runways and taxiways. Regulators shall be ferro-resonant type. Each regulator shall be furnished with a control module capable of providing L-827 monitoring and control and capable of fully integrating with, or replicating, the existing and modified functions of the existing Airfield Lighting Control and Monitoring System (ALCMS). Each regulator shall be capable of fully integrating with the functions of the airfield lighting control system. The regulators shall use solid-state circuitry to accurately regulate the output current from the phase-linear power transformer to within +/-3% of the preset current level from no load to full load and with input voltage variations of -5% to +10% of nominal (-40° to +55°C). The nominal output current levels shall be maintained even when 50% of the isolation transformers in the series lighting circuit have open secondaries. Brightness-step selection shall be either by manual operation of the rotary control switch or push buttons on the regulator’s front panel or by 48 V ac or 120 V ac remote control signals from a distant location. Efficient operation (which results in high primary power factor) at low loads shall be ensured by a half- power tap on the output winding of the main transformer. Regulator supply voltages shall be 240V, 1 phase, 60 Hz and set at the factory according to user requirements. Protective circuitry shall automatically de-energize the regulator when an overcurrent or open-circuit is sensed in the series lighting circuit. The regulators shall be shipped ready for use and can be floor mounted or mounted on a rack or shelf. Other features and characteristics shall include: a. Primary contactor shall never open or close under load. b. LED indicators for open-circuit, overcurrent, W-VA and system-in-operation. c. Remote input shall have 1,000 V ac surge withstand capability. d. Built-in true RMS-reading ammeter (10 A maximum scale.) CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ7ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ e. Minimum power factor of 0.90 (at full load, using proper tap.) f. On/off switching capability under any load. g. Overcurrent, open-circuit, undervoltage, transient protection from lightning (25,000 amp surge) and other sources on output lines and remote input lines. h. Input lightning protection assemblies. i. Output current surge limitation—protects series incandescent lamps. j. After a supply power loss, operation shall resume within 5 seconds after input power is restored at preset brightness level. k. Pressure-type terminal blocks for connections of external remote control wiring. l. The regulator shall use no solid-state components directly in the output (series) circuit and shall not be susceptible to extraneous signals which can affect solid-state design CCRs. m. The regulators shall be designed not to cause any electromagnetic interference which can affect the operation of other airport equipment. n. Automatic shutdown if supply voltage is +/- 15% of optimum. o. Automatic shutdown if series circuit is disconnected. p. Regulators shall have full self-diagnostic capabilities. CONSTRUCTION METHODS 100-3.1 EXISTING UTILITIES. Prior to any excavation or trenching, provide utility locator and verify any existing cables and utilities which will be crossed by the trench. Ensure these utilities are permanently disconnected if they are going to be demolished. The existing service lines shall be exposed by hand-digging in those areas that will be crossed and shall be protected from any possible damage. If any damage occurs, it shall be the Contractor's responsibility to immediately repair such damage with materials and methods approved by the Owner and in compliance with applicable codes and standards, at no additional cost to the Owner. 100-3.2 DEMOLITION. a. Demolition. Removal of indicated portions of the airfield lighting system serving Runway 16- 34, Taxiway ‘A’ and associated taxiway connectors as follows: (1) Remove indicated power and signal cables from conduits and ducts. (2) Demolish indicated conduits, ducts, handholes and concrete light and sign bases Backfill per plan to match existing area conditions. Elements covered shall include the intent, but not be limited to the specific elements, of the following: (a) Underground conduits and duct banks, both concrete encased and direct earth buried. CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ8ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ (b) Underground electrical concrete structures including manholes and handholes of varying sizes. (c) Sign and light concrete encased bases and miscellaneous concrete footings. (3) Remove demolished material from site and dispose of according to local regulations. (4) Provide backfill meeting the requirements of P-152. Unless otherwise required for general Civil excavation and embankment, replacement backfill and paving repair shall be incidental to the demolition item. b. Salvage. Removal and salvage of airfield electrical elements is included under this Item shall include the intent, but not be limited to the specific elements, of the following: (1) Light fixtures and isolation transformers. (2) Signs and isolation transformers. (3) Sign panels. (4) Salvageable material and equipment slated for reinstallation including indicated signs, panels and lights shall be stored securely for reinstallation as noted on drawings. (5) Salvageable material and equipment not slated for reinstallation, and deemed salvageable by the Airport shall be removed and salvaged to the Airport as directed by appropriate Airport personnel. (6) All lights and signs deemed non-salvageable by the Airport and isolation transformers (which are not slated for reinstallation) shall become the property of the Contractor and shall be removed from the site. 100-3.3 CLEANING AND RACKING OF MANHOLES AND HANDHOLES. Manholes and handholes through which new cables are to be pulled, or those designated by the Owner, shall be cleaned and have the cables racked as follows: a. Pump out standing water – enough to safely and thoroughly accomplish all of the other tasks. b. Remove mud/dirt at bottom of enclosure - enough to safely and thoroughly accomplish all of the other tasks as well as enough to uncover drain sumps, pulling eyes, etc. c. Remove non-affixed construction debris. d. Install new saddle racks per specification and as shown on the drawings e. Rack existing and new cables in loops around inside of enclosure. If slack in existing cables is insufficient for full cable loop, hang cables on rack(s) on one wall. 100-3.4 CONSTANT CURRENT REGULATORS. a. Visual Examination. Each constant current regulator shall be visually examined to ensure that porcelain bushings are not cracked, no shipping damage has occurred, internal and external CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ9ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ connections are correct, switches and relays operate freely and are not tied or blocked, fuses (if required) are correct. The instructions on the plates attached to the regulators shall be accomplished. After examination and tests are completed, replace all covers tightly. b. Electric Tests. The supply voltage and input tap shall be checked to see that they correspond. With the load disconnected, the regulator shall be energized and the open circuit protector observed to see that it de-energizes the regulator within 3 seconds. After testing the circuits for open connections and grounds, and after determining that all lamps are good and in place, the circuit load shall be applied to the regulator and the voltage and current measured simultaneously on all brightness taps. The true RMS voltmeter and ammeter shall have an accuracy of plus or minus one percent. Readings shall be recorded and shall be made during the day and night in order to obtain the average supply voltage. The output current on each brightness tap shall be within plus or minus 2 percent of the nameplate values after any necessary correction is made in the supply voltage. If the output current on tap 5 of the 5-step regulators or tap 3 of the 3-step regulators deviates from the nameplate value by more than 2%, and the regulator is not overloaded, the internal adjustment shall be checked as described on the regulator instruction plate. Since the adjustment may be rather delicate, it is acceptable that a deviation of up to plus or minus 5% be allowed on the lower taps before attempting to readjust the regulator. 100-3.5 AIRFIELD POWER CONDUCTORS. Installation of underground 5 kV conductors is specified in Item L-108 of these specifications. 100-3.6 INSTALLATION OF MISCELLANEOUS CABLES AND CONDUCTORS. Where new cables or conductors are to be installed in an existing conduit which already contains cables or conductors, all of the existing cables or conductors shall be pulled from the conduit and the conduit cleaned as described below. If, as noted on the drawings the re-use of the existing cable or conductors is intended - or as otherwise approved by the RPR.- all cables or conductors (new and re-used) shall then be pulled into the conduit as a bundled unit. Existing underground conduit to be incorporated into a new/extended system shall be cleaned with a mandrel or cylinder wire brush and blown clean with compressed air. 100-3.7 GROUNDING. All metal support structures and metal enclosures shall be grounded in accordance with the requirements of the Specifications FAA-C-1217, FAA-C-1391, and FAA-STD-019, and as indicated on the drawings. 100-3.8 GROUND RODS. Grounding rods shall be 3/4-inch diameter by 10 feet long copper- jacketed steel. Grounding connections shall be by the exothermic weld process, Cadweld or equal. Extruded, drawn or stamped-type ground clamps will not be acceptable unless otherwise noted. The resistance to ground shall not exceed 25 ohms. 100-3.9 GROUND CONDUCTORS. Equipment grounding conductors shall be insulated copper, except where shown on the project drawings to be bare, and sized as shown on the project drawings; and all grounds will be shown in accordance with Article 250-122 of the National Electrical Code and with FAA-STD-019. Attachment of wire to supports, boxes, etc., shall be accomplished using approved ground lug attached with a separate stainless steel screw, lock washer and nut. Screws used for support of the electrical enclosure shall not be used for connection of the ground wire. Pipe straps shall not be used for ground purposes. COLOR CODING OF GROUND CONDUCTORS CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ10ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ TYPE OF GROUND CONDUCTOR COLOR OF INSULATION Grounding Electrode Conductor Bare - No Insulation Equipment Grounding Conductor Green (safety) *Multipoint Ground (Frame) Green with bright orange tracer *Signal Ground Green with bright yellow tracer *Where these cables are concealed and not color coded, an exposed portion of the cable and each end of the cable for a minimum length of 2 feet shall be color coded with green tape overlaid with a bright orange or yellow to form a tracer. Where routed through raceways or wireways, the color coding shall be such that by removing or opening any one cover, the coding will be visible. Where conductors are routed through cable trays, color coding shall be accomplished at intervals not exceeding 3 feet. The multi-ground system supplements but does not replace the equipment grounding conductor required by the National Electrical Code. Each of these separate ground conductors is insulated in order to keep it distinct and not allow contact with any other conductor. Electrical continuity of cable armor or shield shall be maintained. Grounding of the cable armor or shield shall be required at all terminations and shall be accomplished by connecting a #6 AWG solid bare copper wire to the cable armor or shield by means of a compression-type ground clamp installed within the terminating enclosure. Armor or shield ground wire shall be connected to the ground electrode conductor using split bolt connector, Burndy or equal. Grounding of direct earth burial (DEB) armored power and shielding control cable shall be at each end in accordance with FAA-C-1391. 100-3.10 IDENTIFICATION. Handhole, manhole, fixture and sign identification shall be as detailed on the drawings and as indicated in the associated “L” series Items. Cable tagging and markers shall be identified as per FAA-C-1391, Sections 3.5.1 and 2. 100-3.11 NOTIFICATION OF TESTING. The Contractor shall notify the Engineer and the Owner a minimum of 48 hours in advance of system, or partial system, testing, including but not limited to, installed cable megger testing, operational testing of any modified lighting circuit and fixture and signs photometric testing. 100-3.12 TESTING AND SUBMITTALS. Equipment and materials list and shop drawings shall be submitted as per FAA-C-1217, Section 5.1. Testing shall be required and performed as per FAA-C-1217, Section 5.3 and FAA-C-1391, Section 4. The Contractor shall be responsible for repairs or replacement of any cable found defective after installation. The Contractor shall test the installed airfield lighting and miscellaneous power cables prior to the start of and at the completion of this project. The results of the testing shall be provided to the Owner for review and acceptance. The Contractor shall be responsible for repairs or replacement of any cable found defective after installation. Installation tests in addition to all tests contained in other L-Series Items shall be provided as follows: CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ11ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item Test Required Manufac- turer's Rep. Present? 5 kV Rated Airfield Lighting and Power Cables (On the Reel, Not Including Equipment for Contractor Quality Control. May be deleted per coordination with Engineer). Megger check at 1000 volts prior to installation. Values of insulation resistance for each reel shall be noted and given to the RPR for acceptance. It is expected that the readings will be greater than 1000 megohms (1 gigohm). This test is for Contractor assurance and may be waived as coordinated with the RPR. No 5 kV Rated Airfield Lighting and Power Cables (Installed in This Project) Megger check at 1000 volts at the completion of installation. Test every circuit for conductor-to- ground and conductor-to-conductor (between circuits) insulation resistance. Test results shall be tabulated and given to the RPR for acceptance. It is required that the readings be greater than 100 megohms. No 5 kV Rated Airfield Lighting and Power Cables (All Circuits Modified in This Project, Emanating from any Lighting Vault) Megger check at 1000 volts prior to the start of and at the completion of installation. Test every circuit for conductor-to-ground and conductor-to- conductor (between circuits) insulation resistance. Test results shall be tabulated and given to the RPR and Owner for acceptance. End state circuits with megger test results significantly less than the start of construction test results shall be diagnosed and repaired to the Owner’s satisfaction at Contractor’s expense. No 600 Volt Rated Power Cables (Installed in This Project) Megger check at 500 volts prior to the start of and at the completion of installation. Test every circuit for conductor-to-ground and conductor-to- conductor (between circuits) insulation resistance. Test results shall be tabulated and given to the RPR for acceptance. It is required that the readings be greater than 100 megohms. End state circuits with megger test results significantly less than the start of construction test results shall be diagnosed and repaired to the Owner’s satisfaction at Contractor’s expense. No 5 kV and 600 Volt and Multi- pair Cables If a power cable puller is used, continuous-tape pull tension readings for each section of cable shall be provided to the RPR or Owner for review. No CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ12ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item Test Required Manufac- turer's Rep. Present? Bases All in-pavement lighting cans shall be fitted in accordance with FAA Advisory Circulars such that the base of the fitting, when installed, shall be level with the surrounding surface. Alignment jigs as supplied by Jaquith Industries, Inc. or approved equal system of alignment shall be used to ensure the can is aligned in such a way that no portion of the can shall be above the level of the surrounding surface and the can is geometrically positioned such that when the fitting is installed, the light beam will be directed in accordance with the appropriate advisory circulars for that type of fitting and its location. No Airfield Signs and Light Fixture (Testing prior to installation is for Contractor Quality Control. May be deleted per coordination with Engineer). Each sign or light fixture will be carefully examined prior to installation to ensure that lenses, where required, have been fitted, no signs of physical damage to the fittings exist and the lamps are working by connecting the fittings' electrical leads to a DC voltage source not exceeding 6 volts, such as a motorcycle battery. Any failures are to be reported to the RPR. The fittings, when installed, shall be torqued to manufacturer's and FAA requirements and noted. No METHOD OF MEASUREMENT 100-4.1 AIRFIELD ELECTRICAL SYSTEM DEMOLITION AND SALVAGE. This Item consists of the removal of indicated portions of the airfield lighting system serving Runway 16-34, Taxiway ‘A’ and associated connector taxiways. This work also includes the removal of all conductors which are not to remain in service from ducts or conduits accessed under this project. Conduit, duct banks, fixture bases and concrete handholes are to be selectively demolished as part of the grading and excavation or abandoned in place. BASIS OF PAYMENT 100-5.1 AIRFIELD ELECTRICAL SYSTEM DEMOLITION AND SALVAGE . Payment will be made at the contract Lump Sum price for the electrical demolition, removal and salvage services completed and accepted. This price shall be full compensation for furnishing all materials and for all labor, equipment, tools, and incidentals necessary to complete this Item as accepted by the Owner. CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ13ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Payment will be made under: Item L-100-5.1 Airfield Electrical System Demolition and Salvage – Per Lump Sum CENTURY WEST ENGINEERING >ͲϭϬϬůĞĐƚƌŝĐĂů'ĞŶĞƌĂůZĞƋƵŝƌĞŵĞŶƚƐͲ14ŽĨ14 WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ REFERENCE DOCUMENTS (All references shall be current edition) National Fire Protection Association: NFPA No. 70 National Electrical Code (NEC) Underwriters Laboratories Inc.: UL 67 Panelboards UL 1283 Electromagnetic Interference Filters UL 1449 Transient Voltage Surge Suppressors Institute of Electrical and Electronics Engineers: IEEE 1100 Recommended Practice for Powering and Grounding Electronic Equipment IEEE C62.41 Recommended Practice on Surge Voltages in Low-Voltage AC Power Circuits IEEE C62.45 Guide on Surge Testing for Equipment Connected to Low-Voltage AC Power Circuits National Electrical Manufacturers Association: NEMA AB 1 Molded Case Circuit Breakers and Molded Case Switches NEMA FU 1 Low Voltage Cartridge Fuses NEMA ICS 2 Industrial Control and Systems: Controllers, Contactors, and Overload Relays, Rated Not More Than 2000 Volts AC or 750 Volts DC NEMA ICS 5 Industrial Control and Systems: Control Circuit and Pilot Devices NEMA KS 1 Enclosed and Miscellaneous Distribution Equipment Switches (600 Volts Maximum) NEMA LS 1 Low Voltage Surge Protection Devices NEMA PB 1 Panelboards NEMA PB 1.1 General Instructions for Proper Installation, Operation, and Maintenance of Panelboards Rated 600 Volts or Less ANSI/IEEE ANSI/IEEE Std 81 IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System END OF ITEM L-100 CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϭŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item L-108 Underground Power Cable for Airports DESCRIPTION 108-1.1 This item shall consist of furnishing and installing power cables within conduit or duct banks per these specifications at the locations shown on the plans. Also included are the installation of counterpoise wires, ground wires, ground rods and connections, cable splicing, cable marking, cable testing, and all incidentals necessary to place the cable in operating condition as a completed unit to the satisfaction of the Resident Project Representative (RPR). This item shall not include the installation of duct banks or conduit, trenching and backfilling for duct banks or conduit, or furnishing or installation of cable for FAA owned/operated facilities. EQUIPMENT AND MATERIALS 108-2.1 General. a. Airport lighting equipment and materials covered by advisory circulars (AC) shall be approved under the Airport Lighting Equipment Certification Program per AC 150/5345-53, current version. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer’s certification of compliance with the applicable specification, when requested by the RPR. c. Manufacturer’s certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be replaced with materials that comply with these specifications at the Contractor’s cost. d. All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in the project that may accrue directly or indirectly from late submissions or resubmissions of submittals. e. The data submitted shall be sufficient, in the opinion of the RPR, to determine compliance with the plans and specifications. The Contractor’s submittals shall be electronically submitted in pdf format. The RPR reserves the right to reject any and all equipment, materials, or procedures that do not meet the system design and the standards and codes, specified in this document. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for at least 12 months from the date of final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner’s discretion, with no additional cost to the Owner. The Contractor shall maintain a minimum insulation resistance in accordance with paragraph 108-3.10e with isolation transformers connected in new circuits and new segments of CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϮŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ existing circuits through the end of the contract warranty period when tested in accordance with AC 150/5340-26, Maintenance Airport Visual Aid Facilities, paragraph 5.1.3.1, Insulation Resistance Test. Only Third Party certified manufacturers, listed in AC 150/5345-53, Appendix 3 Addendum (as required) and meeting the BUY AMERICAN preference requirements can provide equipment and materials specified in the Contract Documents. Documentation certifying compliance with the BUY AMERICAN preference rules for Airport Improvement Program (AIP) cited in 49 USC §50101) shall be included with each equipment and material submittal. 108-2.2 Cable. Underground cable for airfield lighting facilities (runway and taxiway lights and signs) shall conform to the requirements of AC 150/5345-7, Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits latest edition. Conductors for use on 6.6 ampere primary airfield lighting series circuits shall be single conductor, seven strand, #8 American wire gauge (AWG), L-824 Type C, 5,000 volts, non-shielded, with cross linked polyethylene insulation. L-824 conductors for use on the L-830 secondary of airfield lighting series circuits shall be sized in accordance with the manufacturer’s recommendations. All other conductors shall comply with FAA and National Electric Code (NEC) requirements. Conductor sizes noted above shall not apply to leads furnished by manufacturers on airfield lighting transformers and fixtures. Wire for electrical circuits up to 600 volts shall comply with Specification L-824 and/or Commercial Item Description A-A-59544A and shall be type THWN-2, 75°C for installation in conduit and RHW-2, 75°C for direct burial installations. Conductors for parallel (voltage) circuits shall be type and size and installed in accordance with NFPA-70, National Electrical Code. Unless noted otherwise, all 600-volt and less non-airfield lighting conductor sizes are based on a 75°C, THWN-2, 600-volt insulation, copper conductors, not more than three single insulated conductors, in raceway, in free air. The conduit/duct sizes are based on the use of THWN-2, 600-volt insulated conductors. The Contractor shall make the necessary increase in conduit/duct sizes for other types of wire insulation. In no case shall the conduit/duct size be reduced. The minimum power circuit wire size shall be #12 AWG. Conductor sizes may have been adjusted due to voltage drop or other engineering considerations. Equipment provided by the Contractor shall be capable of accepting the quantity and sizes of conductors shown in the Contract Documents. All conductors, pigtails, cable step-down adapters, cable step-up adapters, terminal blocks and splicing materials necessary to complete the cable termination/splice shall be considered incidental to the respective pay items provided. Cable type, size, number of conductors, strand and service voltage shall be as specified in the Contract Document. 108-2.3 Bare Copper Wire for Internal Safety. The light base ground shall be a #6 AWG (#2 AWG for FAA Facilities) bare copper wire jumper bonded to the ground lug at the light fixture base or stake to a ground rod installed beside the fixture. 108-2.4 Bare copper wire (counterpoise, bare copper wire ground and external ground rods). Wire for counterpoise or external ground installations for airfield lighting systems shall be No. 6 AWG bare solid copper wire for counterpoise and/or No. 6 AWG insulated stranded for grounding bond wire per ASTM B3 and ASTM B8, and shall be bare copper wire. For voltage powered circuits, the equipment grounding conductor shall comply with NEC Article 250. Ground rods shall be one piece copper-clad steel. The ground rods shall be of the length and diameter specified on the plans, but in no case be less than 10 feet long nor less than 3/4 inch in diameter. 108-2.5 Cable connections. In-line connections or splices of underground primary cables shall be of the type called for on the plans, and shall be one of the types listed below. No separate payment will be made for cable connections. CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϯŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ a. The cast splice. A cast splice, employing a plastic mold and using epoxy resin equivalent to that manufactured by 3MTM Company, “Scotchcast” Kit No. 82-B, or an approved equivalent, used for potting the splice is acceptable. b. The field-attached plug-in splice. Field attached plug-in splices shall be installed as shown on the plans. The Contractor shall determine the outside diameter of the cable to be spliced and furnish appropriately sized connector kits and/or adapters. Tape or heat shrink tubing with integral sealant shall be in accordance with the manufacturer’s requirements. Primary Connector Kits manufactured by Amerace, "Super Kit", Integro "Complete Kit", or approved equal is acceptable. c. The factory-molded plug-in splice. Specification for L-823 Connectors, Factory-Molded to Individual Conductors, is acceptable. d. The taped or heat-shrink splice. Taped splices employing field-applied rubber, or synthetic rubber tape covered with plastic tape is acceptable. The rubber tape should meet the requirements of ASTM D4388 and the plastic tape should comply with Military Specification MIL-I-24391 or Commercial Item Description A-A-55809. Heat shrinkable tubing shall be heavy-wall, self-sealing tubing rated for the voltage of the wire being spliced and suitable for direct-buried installations. The tubing shall be factory coated with a thermoplastic adhesive-sealant that will adhere to the insulation of the wire being spliced forming a moisture- and dirt-proof seal. Additionally, heat shrinkable tubing for multi-conductor cables, shielded cables, and armored cables shall be factory kits that are designed for the application. Heat shrinkable tubing and tubing kits shall be manufactured by Tyco Electronics/ Raychem Corporation, Energy Division, or approved equivalent. In all the above cases, connections of cable conductors shall be made using crimp connectors using a crimping tool designed to make a complete crimp before the tool can be removed. All L-823/L-824 splices and terminations shall be made per the manufacturer’s recommendations and listings. All connections of counterpoise, grounding conductors and ground rods shall be made by the exothermic process or approved equivalent, except that a light base ground clamp connector shall be used for attachment to the light base. All exothermic connections shall be made per the manufacturer’s recommendations and listings. 108-2.6 Splicer qualifications. Every airfield lighting cable splicer shall be qualified in making airport cable splices and terminations on cables rated at or above 5,000 volts AC. The Contractor shall submit to the RPR proof of the qualifications of each proposed cable splicer for the airport cable type and voltage level to be worked on. Cable splicing/terminating personnel shall have a minimum of three (3) years continuous experience in terminating/splicing medium voltage cable. 108-2.7 Concrete. Concrete shall be proportioned, placed, and cured per Item P-610, Concrete for Miscellaneous Structures. 108-2.8 Flowable backfill. Flowable material used to backfill trenches for power cable trenches shall conform to the requirements of Item P-153, Controlled Low Strength Material. 108-2.9 Cable identification tags. Cable identification tags shall be made from a non-corrosive material with the circuit identification stamped or etched onto the tag. The tags shall be of the type as detailed on the plans. 108-2.10 Tape. Electrical tapes shall be ScotchTM Electrical Tapes –ScotchTM 88 (1-1/2 inch (38 mm) wide) and ScotchTM 130C® linerless rubber splicing tape (2-inch (50 mm) wide), as manufactured by the Minnesota Mining and Manufacturing Company (3MTM), or an approved equivalent. 108-2.11 Electrical coating. Electrical coating shall be Scotchkote™ as manufactured by 3MTM, “LiquidRubber”,or an approved equivalent. CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϰŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 108-2.12 Existing circuits. Whenever the scope of work requires connection to an existing circuit, the existing circuit’s insulation resistance shall be tested, in the presence of the RPR. The test shall be performed per this item and prior to any activity that will affect the respective circuit. The Contractor shall record the results on forms acceptable to the RPR. When the work affecting the circuit is complete, the circuit’s insulation resistance shall be checked again, in the presence of the RPR. The Contractor shall record the results on forms acceptable to the RPR. The second reading shall be equal to or greater than the first reading or the Contractor shall make the necessary repairs to the existing circuit to bring the second reading above the first reading. All repair costs including a complete replacement of the L-823 connectors, L-830 transformers and L-824 cable, if necessary, shall be borne by the Contractor. All test results shall be submitted in the Operation and Maintenance (O&M) Manual. 108-2.13 Detectable warning tape. Plastic, detectable, American Public Works Association (APWA) Red (electrical power lines, cables, conduit and lighting cable) with continuous legend tape shall be polyethylene film with a metalized foil core and shall be 3-6 inches (75-150 mm) wide. Detectable tape is incidental to the respective bid item. Detectable warning tape for communication cables shall be orange. Detectable warning tape color code shall comply with the APWA Uniform Color Code. CONSTRUCTION METHODS 108-3.1 General. The Contractor shall install the specified cable at the approximate locations indicated on the plans. Unless otherwise shown on the plans, all cable required to cross under pavements expected to carry aircraft loads shall be installed in concrete encased duct banks. Cable shall be run without splices, from fixture to fixture. Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual isolation transformers. The Contractor shall be responsible for providing cable in continuous lengths for home runs or other long cable runs without connections unless otherwise authorized in writing by the RPR or shown on the plans. In addition to connectors being installed at individual isolation transformers, L-823 cable connectors for maintenance and test points shall be installed at locations shown on the plans. Cable circuit identification markers shall be installed on both sides of the L-823 connectors installed and on both sides of slack loops where a future connector would be installed. Provide not less than 5 feet but no more than 10 feet of cable slack on each side of all connections, isolation transformers, light units, and at points where cable is connected to field equipment. Where provisions must be made for testing or for future above grade connections, provide enough slack to allow the cable to be extended at least one foot (30 cm) vertically above the top of the access structure. This requirement also applies where primary cable passes through empty light bases, junction boxes, and access structures to allow for future connections, or as designated by the RPR. Primary airfield lighting cables installed shall have cable circuit identification markers attached on both sides of each L-823 connector and on each airport lighting cable entering or leaving cable access points, such as manholes, hand holes, pull boxes, junction boxes, etc. Markers shall be of sufficient length for imprinting the cable circuit identification legend on one line, using letters not less than 1/4 inch (6 mm) in size. The cable circuit identification shall match the circuits noted on the construction plans. 108-3.2 Installation in duct banks or conduits. This item includes the installation of the cable in duct banks or conduit per the following paragraphs. The maximum number and voltage ratings of cables installed in each single duct or conduit, and the current-carrying capacity of each cable shall be per the latest version of the National Electric Code, or the code of the local agency or authority having jurisdiction. The Contractor shall make no connections or splices of any kind in cables installed in conduits or duct banks. CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϱŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Unless otherwise designated in the plans, where ducts are in tiers, use the lowest ducts to receive the cable first, with spare ducts left in the upper levels. Check duct routes prior to construction to obtain assurance that the shortest routes are selected and that any potential interference is avoided. Duct banks or conduits shall be installed as a separate item per Item L-110, Airport Underground Electrical Duct Banks and Conduit. The Contractor shall run a mandrel through duct banks or conduit prior to installation of cable to ensure that the duct bank or conduit is open, continuous and clear of debris. The mandrel size shall be compatible with the conduit size. The Contractor shall swab out all conduits/ducts and clean light bases, manholes, etc., interiors immediately prior to pulling cable. Once cleaned and swabbed, the light bases and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, light bases, manholes, etc., is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be re- cleaned at the Contractor’s expense. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the RPR of any blockage in the existing ducts. The cable shall be installed in a manner that prevents harmful stretching of the conductor, damage to the insulation, or damage to the outer protective covering. The ends of all cables shall be sealed with moisture- seal tape providing moisture-tight mechanical protection with minimum bulk, or alternately, heat shrinkable tubing before pulling into the conduit and it shall be left sealed until connections are made. Where more than one cable is to be installed in a conduit, all cable shall be pulled in the conduit at the same time. The pulling of a cable through duct banks or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Maximum pulling tensions shall not exceed the cable manufacturer’s recommendations. A non-hardening cable-pulling lubricant recommended for the type of cable being installed shall be used where required. The Contractor shall submit the recommended pulling tension values to the RPR prior to any cable installation. If required by the RPR, pulling tension values for cable pulls shall be monitored by a dynamometer in the presence of the RPR. Cable pull tensions shall be recorded by the Contractor and reviewed by the RPR. Cables exceeding the maximum allowable pulling tension values shall be removed and replaced by the Contractor at the Contractor’s expense. The manufacturer’s minimum bend radius or NEC requirements (whichever is more restrictive) shall apply. Cable installation, handling and storage shall be per manufacturer’s recommendations. During cold weather, particular attention shall be paid to the manufacturer’s minimum installation temperature. Cable shall not be installed when the temperature is at or below the manufacturer’s minimum installation temperature. At the Contractor’s option, the Contractor may submit a plan, for review by the RPR, for heated storage of the cable and maintenance of an acceptable cable temperature during installation when temperatures are below the manufacturer’s minimum cable installation temperature. Cable shall not be dragged across base can or manhole edges, pavement or earth. When cable must be coiled, lay cable out on a canvas tarp or use other appropriate means to prevent abrasion to the cable jacket. 108-3.3 – Not Used 108-3.4 – Not Used 108-3.5 Splicing. Connections of the type shown on the plans shall be made by experienced personnel regularly engaged in this type of work and shall be made as follows: a. Cast splices. These shall be made by using crimp connectors for jointing conductors. Molds shall be assembled, and the compound shall be mixed and poured per the manufacturer’s instructions and to the satisfaction of the RPR. b. Field-attached plug-in splices. These shall be assembled per the manufacturer’s instructions. These splices shall be made by plugging directly into mating connectors. The joint where the connectors come together shall be finished by one of the following methods: (1) wrapped with at least one layer of rubber or CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϲŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1-1/2 inches (38 mm) on each side of the joint (2) Covered with heat shrinkable tubing with integral sealant extending at least 1- 1/2 inches (38 mm) on each side of the joint or (3) On connector kits equipped with water seal flap; roll- over water seal flap to sealing position on mating connector. c. Factory-molded plug-in splices. These shall be made by plugging directly into mating connectors. The joint where the connectors come together shall be finished by one of the following methods: (1) Wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1-1/2 inches (38 mm) on each side of the joint. (2) Covered with heat shrinkable tubing with integral sealant extending at least 1-1/2 inches (38 mm) on each side of the joint. or (3) On connector kits so equipped with water seal flap; roll-over water seal flap to sealing position on mating connector. d. Taped or heat-shrink splices. A taped splice shall be made in the following manner: Bring the cables to their final position and cut so that the conductors will butt. Remove insulation and jacket allowing for bare conductor of proper length to fit compression sleeve connector with 1/4 inch (6 mm) of bare conductor on each side of the connector. Prior to splicing, the two ends of the cable insulation shall be penciled using a tool designed specifically for this purpose and for cable size and type. Do not use emery paper on splicing operation since it contains metallic particles. The copper conductors shall be thoroughly cleaned. Join the conductors by inserting them equidistant into the compression connection sleeve. Crimp conductors firmly in place with crimping tool that requires a complete crimp before tool can be removed. Test the crimped connection by pulling on the cable. Scrape the insulation to assure that the entire surface over which the tape will be applied (plus 3 inches (75 mm) on each end) is clean. After scraping, wipe the entire area with a clean lint-free cloth. Do not use solvents. Apply high-voltage rubber tape one-half lapped over bare conductor. This tape should be tensioned as recommended by the manufacturer. Voids in the connector area may be eliminated by highly elongating the tape, stretching it just short of its breaking point. The manufacturer's recommendation for stretching tape during splicing shall be followed. Always attempt to exactly half-lap to produce a uniform buildup. Continue buildup to 1-1/2 times cable diameter over the body of the splice with ends tapered a distance of approximately one inch (25 mm) over the original jacket. Cover rubber tape with two layers of vinyl pressure-sensitive tape one-half lapped. Do not use glyptol or lacquer over vinyl tape as they react as solvents to the tape. No further cable covering or splice boxes are required. Heat shrinkable tubing shall be installed following manufacturer’s instructions. Direct flame heating shall not be permitted unless recommended by the manufacturer. Cable surfaces within the limits of the heat- shrink application shall be clean and free of contaminates prior to application. e. Assembly. Surfaces of equipment or conductors being terminated or connected shall be prepared in accordance with industry standard practice and manufacturer’s recommendations. All surfaces to be connected shall be thoroughly cleaned to remove all dirt, grease, oxides, nonconductive films, or other foreign material. Paints and other nonconductive coatings shall be removed to expose base metal. Clean all surfaces at least 1/4 inch (6.4 mm) beyond all sides of the larger bonded area on all mating surfaces. Use a joint compound suitable for the materials used in the connection. Repair painted/coated surface to original condition after completing the connection. 108-3.6 Bare counterpoise wire installation for lightning protection and grounding. As shown on the plans or included in the job specifications, bare solid #6 AWG copper counterpoise wire shall be installed for lightning protection of the underground cables. The RPR shall select one of two methods of lightning protection for the airfield lighting circuit based upon sound engineering practice and lightning strike density. a. Equipotential – Not Used. CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϳŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ b. Isolation – Counterpoise size is as shown on the plans. The counterpoise conductor shall be installed halfway between the pavement edge and the light base, mounting stake, raceway, or cable being protected. The counterpoise conductor shall be installed 8 inches (203 mm) minimum below grade. The counterpoise is not connected to the light base or mounting stake. An additional grounding electrode is required at each light base or mounting stake. The grounding electrode is bonded to the light base or mounting stake with a 6 AWG solid copper conductor. See AC 150/5340-30, Design and Installation Details for Airport Visual Aids and NFPA 780, Standard for the Installation of Lightning Protection Systems, Chapter 11, for a detailed description of the Isolation Method of lightning protection. c. Common Installation requirements. When a metallic light base is used, the grounding electrode shall be bonded to the metallic light base or mounting stake with a No. 6 AWG bare, annealed or soft drawn, solid copper conductor. When a nonmetallic light base is used, the grounding electrode shall be bonded to the metallic light fixture or metallic base plate with a No. 6 AWG bare, annealed or soft drawn, solid copper conductor. ] Grounding electrodes may be rods, ground dissipation plates, radials, or other electrodes listed in the NFPA 70 (NEC) or NFPA 780. Where raceway is installed by the directional bore, jack and bore, or other drilling method, the counterpoise conductor shall be permitted to be installed concurrently with the directional bore, jack and bore, or other drilling method raceway, external to the raceway or sleeve. The counterpoise wire shall also be exothermically welded to ground rods installed as shown on the plans but not more than 500 feet (150 m) apart around the entire circuit. The counterpoise system shall be continuous and terminate at the transformer vault or at the power source. It shall be securely attached to the vault or equipment external ground ring or other made electrode-grounding system. The connections shall be made as shown on the plans and in the specifications. Where an existing airfield lighting system is being extended or modified, the new counterpoise conductors shall be interconnected to existing counterpoise conductors at each intersection of the new and existing airfield lighting counterpoise systems. d. Parallel Voltage Systems. Provide grounding and bonding in accordance with NFPA 70, National Electrical Code. 108-3.7 Counterpoise installation above multiple conduits and duct banks. Counterpoise wires shall be installed above multiple conduits/duct banks for airfield lighting cables, with the intent being to provide a complete area of protection over the airfield lighting cables. When multiple conduits and/or duct banks for airfield cable are installed in the same trench, the number and location of counterpoise wires above the conduits shall be adequate to provide a complete area of protection measured 45 degrees each side of vertical. Where duct banks pass under pavement to be constructed in the project, the counterpoise shall be placed above the duct bank. Reference details on the construction plans. 108-3.8 Counterpoise installation at existing duct banks. When airfield lighting cables are indicated on the plans to be routed through existing duct banks, the new counterpoise wiring shall be terminated at ground rods at each end of the existing duct bank where the cables being protected enter and exit the duct bank. The new counterpoise conductor shall be bonded to the existing counterpoise system. 108-3.9 Bare Wire Installation for Light Base Ground. As shown on the details or included in the job specifications, a copper grounding wire shall be installed for safety (personnel protection) per paragraph CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϴŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 12.6 of AC-150-5340-30 (Latest Edition), “Design and Installation Details for Airport Visual Aids”. The safety ground shall be connected to the external ground lug on the fixture base and to a ground rod installed beside the fixture. The resistance to ground of the base must be 25 ohms or less per measurement with a ground tester. See the NEC Handbook for additional information about grounding electrode installation and testing. The light base ground shall be incidental to the installation of each base, light or sign. 108-3.10 Insulated Wire Installation for Light Fixture Bonding. As shown on the details or included in the job specifications, a copper grounding wire shall be installed for safety (personnel protection) per paragraph 12.7 of AC-150-5340-30 (Latest Edition), “Design and Installation Details for Airport Visual Aids”. The safety ground shall be connected to the ground lug on the fixture base plate or fixture to the internal ground lug on the base can. The light fixture bond shall be incidental to the installation of each base, light or sign. 108-3.11 Exothermic bonding. Bonding of counterpoise wire shall be by the exothermic welding process or equivalent method accepted by the RPR. Only personnel experienced in and regularly engaged in this type of work shall make these connections. Contractor shall demonstrate to the satisfaction of the RPR, the welding kits, materials and procedures to be used for welded connections prior to any installations in the field. The installations shall comply with the manufacturer’s recommendations and the following: a. All slag shall be removed from welds. b. Using an exothermic weld to bond the counterpoise to a lug on a galvanized light base is not recommended unless the base has been specially modified. Consult the manufacturer’s installation directions for proper methods of bonding copper wire to the light base. See AC 150/5340-30 for galvanized light base exception. c. If called for in the plans, all buried copper and weld material at weld connections shall be thoroughly coated with 6 mm of 3MTM ScotchkoteTM, or approved equivalent, or coated with coal tar Bitumastic® material to prevent surface exposure to corrosive soil or moisture. 108-3.10 Testing. The Contractor shall furnish all necessary equipment and appliances for testing the airport electrical systems and underground cable circuits before and after installation. The Contractor shall perform all tests in the presence of the RPR. The Contractor shall demonstrate the electrical characteristics to the satisfaction of the RPR. All costs for testing are incidental to the respective item being tested. For phased projects, the tests must be completed by phase. The Contractor must maintain the test results throughout the entire project as well as during the warranty period that meet the following: a. Earth resistance testing methods shall be submitted to the RPR for approval. Earth resistance testing results shall be recorded on an approved form and testing shall be performed in the presence of the RPR. All such testing shall be at the sole expense of the Contractor. b. Should the counterpoise or ground grid conductors be damaged or suspected of being damaged by construction activities the Contractor shall test the conductors for continuity with a low resistance ohmmeter. The conductors shall be isolated such that no parallel path exists and tested for continuity. The RPR shall approve of the test method selected. All such testing shall be at the sole expense of the Contractor. After installation, the Contractor shall test and demonstrate to the satisfaction of the RPR the following: c. That all affected lighting power and control circuits (existing and new) are continuous and free from short circuits. d. That all affected circuits (existing and new) are free from unspecified grounds. CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϵŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ e. That the insulation resistance to ground of all new non-grounded high voltage series circuits or cable segments is not less than 100 megohms. Verify continuity of all series airfield lighting circuits prior to energization. f. That the insulation resistance to ground of all new non-grounded conductors of new multiple circuits or circuit segments is not less than 100 megohms. g. That all affected circuits (existing and new) are properly connected per applicable wiring diagrams. h. That all affected circuits (existing and new) are operable. Tests shall be conducted that include operating each control not less than 10 times and the continuous operation of each lighting and power circuit for not less than 1/2 hour. i. That the impedance to ground of each ground rod does not exceed 25 ohms prior to establishing connections to other ground electrodes. The fall-of-potential ground impedance test shall be used, as described by American National Standards Institute/Institute of Electrical and Electronic Engineers (ANSI/IEEE) Standard 81, to verify this requirement. As an alternate, clamp-on style ground impedance test meters may be used to satisfy the impedance testing requirement. Test equipment and its calibration sheets shall be submitted for review and approval by the RPR prior to performing the testing. Two copies of tabulated results of all cable tests performed shall be supplied by the Contractor to the RPR. Where connecting new cable to existing cable, insulation resistance tests shall be performed on the new cable prior to connection to the existing circuit. There are no approved “repair” procedures for items that have failed testing other than complete replacement. METHOD OF MEASUREMENT 108-4.1 The Contract Linear Foot Price paid for L-824, Type C, 1/C #8, 5 kV Cable shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for installing Cable in duct bank or conduit and tested, complete in place, including layout, debris control and cleanup, as shown on the Drawings and as specified in this Item. The measurement for this item shall include additional quantities required for slack. 108-4.2 The Contract Linear Foot Price paid for Bare, 1/C #6, Counterpoise Wire shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for installing Counterpoise Wire including trenching, ground rods and grounding connectors complete in place and tested, including layout, dust and debris control and cleanup, as shown on the Drawings and as specified in this Item. The measurement for this item shall include additional quantities required for slack. BASIS OF PAYMENT 108-5.1 Payment will be made at the contract unit price for cable installed in duct bank or conduit, in place by the Contractor and accepted by the RPR. This price shall be full compensation for furnishing all materials and for all preparation and installation of these materials, and for all labor, equipment, tools, and incidentals, including ground rods and ground connectors and trench marking tape, necessary to complete this item. CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϭϬŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Payment will be made under: Item L-108-5.1 Bare #6 CU Counterpoise Cable Installed in Trench or Bore Including Ground Rods – per linear foot Item L-108-5.2 New L-824 Type C #8, 5 kV Cable Installed in Existing or New Conduit- per linear foot 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. Advisory Circulars (AC) AC 150/5340-26 Maintenance of Airport Visual Aid Facilities AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-53 Airport Lighting Equipment Certification Program Commercial Item Description A-A-59544A Cable and Wire, Electrical (Power, Fixed Installation) A-A-55809 Insulation Tape, Electrical, Pressure-Sensitive Adhesive, Plastic ASTM International (ASTM) ASTM B3 Standard Specification for Soft or Annealed Copper Wire ASTM B8 Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft ASTM B33 Standard Specification for Tin-Coated Soft or Annealed Copper Wire for Electrical Purposes ASTM D4388 Standard Specification for Nonmetallic Semi-Conducting and Electrically Insulating Rubber Tapes Mil Spec MIL-PRF-23586F Performance Specification: Sealing Compound (with Accelerator), Silicone Rubber, Electrical MIL-I-24391 Insulation Tape, Electrical, Plastic, Pressure Sensitive National Fire Protection Association (NFPA) NFPA-70 National Electrical Code (NEC) NFPA-780 Standard for the Installation of Lightning Protection Systems American National Standards Institute (ANSI)/Institute of Electrical and Electronics Engineers (IEEE) ANSI/IEEE STD 81 IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System CENTURY WEST ENGINEERING >ͲϭϬϴhŶĚĞƌŐƌŽƵŶĚWŽǁĞƌĂďůĞĨŽƌŝƌƉŽƌƚƐͲϭϭŽĨϭϭ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Federal Aviation Administration Standard FAA STD-019E Lightning and Surge Protection, Grounding Bonding and Shielding Requirements for Facilities and Electronic Equipment END OF ITEM L-108 d,/^W'/EdEd/KE>>z>&d>E< CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϭŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item L-109 Airport Transformer Vault and Vault Equipment DESCRIPTION 109-1.1 This item shall consist of removing an existing airport transformer vault and equipment and constructing an airport transformer vault per these specifications and per the design and dimensions shown in the plans. This work shall also include the installation of conduits in the floor and foundation, painting and lighting of the vault or metal housing, and the furnishing of all incidentals that are necessary to produce a completed unit. Included as a separate part under this item or as a separate item where an existing vault is to be used shall be the furnishing of all vault equipment, wiring, electrical buses, cable, conduit, potheads, and grounding systems or reconfiguring the equipment within the existing vault building per the plans. This work shall also include the painting of equipment and conduit; the marking and labeling of equipment and the labeling or tagging of wires; the testing of the installation; and the furnishing of all incidentals. The vault and equipment installed shall be installed in operating condition as a complete unit to the satisfaction of the RPR The contractor will remove or salvage all indicated equipment and reinstall as shown in plans in new vault. All equipment removed shall be salvaged to the airport or disposed of if the airport doesn’t want to keep the removed equipment. The existing building to be removed per airport, state and local requirements. EQUIPMENT AND MATERIALS 109-2.1 General. a. Airport lighting equipment and materials covered by advisory circulars (AC) shall be certified in AC 150/5345-53, Airport Lighting Equipment Certification Program (ALECP) and listed in the ALECP Addendum. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer’s certification of compliance with the applicable specification when requested by the RPR. c. Manufacturer’s certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be removed (when directed by the RPR) and replaced with materials that comply with these specifications at the Contractor’s cost. d. All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in the project that may accrue directly or indirectly from late submissions or resubmissions of submittals. CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϮŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ e. The data submitted shall be sufficient, in the opinion of the RPR, to determine compliance with the plans and specifications. The Contractor’s submittals shall be electronic pdf format tabbed by specification section. The RPR reserves the right to reject any and all equipment, materials or procedures that do not meet the system design and the standards and codes, specified in this document. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least 12 months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner’s discretion, with no additional cost to the Owner. CONSTRUCTION OF VAULT 109-3.1 Electrical vault building. The electrical vault building must comply with NEC Article 110.31, Enclosure for Electrical Installations, Item (A) Electrical Vaults. Construct the building of materials having adequate structural strength for the conditions and installed location, has a minimum fire rating of two or three hours as determined by the authority having jurisdiction (AHJ), and is bullet resistant to minimum UL 752 Level 4. 109-3.2 Concrete. Concrete shall be proportioned, placed, and cured per Item P-610, Concrete for Miscellaneous Structures. 109-3.3 Precast concrete structures. Precast concrete structures shall be furnished by a plant meeting National Precast Concrete Association Plant Certification Program or another RPR approved third party certification program. Precast concrete structures shall conform to ASTM C478. Contractor shall submit in deferred submittal structural plans reviewed and stamped by WA state structural engineer including any required Geotechnical information for proposed building and foundation for RPR and airport review. 109-3.4 Reinforcing steel. Reinforcing steel bars shall be intermediate or structural grade deformed-type bars and shall be per ASTM A615. 109-3.5 Brick. Brick shall be per ASTM C62, Grade SW. 109-3.6 Rigid steel conduit. Rigid steel conduit and fittings shall be per Underwriters Laboratories Standards 6 and 514B. 109-3.7 Plastic Conduit and fittings. Plastic Conduit and fittings shall conform to the requirements of UL-651 and UL-654 schedule 40 polyvinyl chloride (PVC) suitable for use above or below ground. 109-3.8 Lighting. Vault or metal-housing light fixtures shall be of a vapor-proof type. 109-3.9 Outlets. Convenience outlets shall be heavy-duty duplex units designed for industrial service. 109-3.10 Switches. Vault or metal-housing light switches shall be single-pole switches. 109-3.11 Paint. a. Priming paint for non-galvanized metal surfaces shall be a high solids alkyd primer compatible with the manufacturer’s recommendations for the intermediate or topcoat. b. White paint for body and finish coats on metal and wood surfaces shall be ready-mixed paint conforming to the Master Painter’s Institute (MPI), Reference #9, Exterior Alkyd, Gloss. c. Priming paint for wood surfaces shall be mixed on the job by thinning the specified white paint by adding 1/2 pint (0.24 liter) of raw linseed oil to each gallon (liter). d. Paint for the floor, ceiling, and inside walls shall be per Porter Paint Company 69, 71, and 79 or equivalent. Walls and ceiling shall be light gray and the floor shall be medium gray. CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϯŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ e. The roof coating shall be hot asphalt material per ASTM D2823. Asbestos-free roof coating per ASTM D4479 may be substituted if required by local codes. 109-3.12 Ground bus. Ground bus shall be 1/8 u 3/4 inch (3 u 19 mm) minimum copper bus bar. 109-3.13 Square duct. Duct shall be square similar to that manufactured by the Square D Company (or equivalent), or the Trumbull Electric Manufacturing Company (or equivalent). The entire front of the duct on each section shall consist of hinged or removable cover for ready access to the interior. The cross-section of the duct shall be not less than 4 u 4 inch (100 u 100 mm) except where otherwise shown in the plans. 109-3.14 Ground rods. Ground rods shall be in accordance with Item L-108. 109-3.15 Vault prefabricated metal housing. The prefabricated metal housing shall be a commercially available unit. 109-3.16 FAA-approved equipment. Certain items of airport lighting equipment installed in vaults are covered by individual ACs listed below: AC 150/5345-3 Specification for L-821, Panels for Remote Control of Airport Lighting AC 150/5345-5 Circuit Selector Switch AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-10 Specification for Constant Current Regulators and Regulator Monitors AC 150/5345-13 Specification for L-841 Auxiliary Relay Cabinet Assembly for Pilot Control of Airport Lighting Circuits. AC 150/5345-49 Specification for L-854, Radio Control Equipment AC 150/5345-56 Specification for L-890 Airport Lighting Control and Monitoring System (ALCMS) 109-3.17 Other electrical equipment. Distribution transformers, oil switches, cutouts, relays, terminal blocks, transfer relays, circuit breakers, and all other regularly used commercial items of electrical equipment not covered by FAA equipment specifications and ACs shall conform to the applicable rulings and standards of the Institute of Electrical and Electronic Engineers (IEEE) or the National Electrical Manufacturers Association (NEMA). When specified, test reports from a testing laboratory indicating that the equipment meets the specifications shall be supplied. In all cases, equipment shall be new and a first- grade product. This equipment shall be supplied in the quantities required for the specific project and shall incorporate the electrical and mechanical characteristics specified in the proposal and plans. Equipment selected and installed by the Contractor shall maintain the interrupting current rating of the existing systems or specified rating whichever is greater. 109-3.18 Wire. Wire (in conduit) rated up to 5,000 volts shall be per AC 150/5345-7, Specification for L- 824 Underground Electrical Cables for Airport Lighting Circuits. For ratings up to 600 volts, moisture and heat resistant thermoplastic wire conforming to Commercial Item Description A-A-59544A Type THWN- 2 shall be used. The wires shall be of the type, size, number of conductors, and voltage shown in the plans or in the proposal. a. Control circuits. Unless otherwise indicated on the plans, wire shall be not less than No. 12 American wire gauge (AWG) and shall be insulated for 600 volts. If telephone control cable is specified, No. 19 AWG telephone cable per ANSI/Insulated Cable Engineers Association (ICEA) S-85-625 specifications shall be used. b. Power circuits. CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϰŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ (1) 600 volts maximum – Wire shall be No. 6 AWG or larger and insulated for at least 600 volts. (2) 3,000 volts maximum – Wire shall be No. 6 AWG or larger and insulated for at least 3,000 volts. (3) Over 3,000 volts-Wire shall be No. 6 AWG or larger and insulated for at least the circuit voltage. 109-3.19 Short circuit / coordination / device evaluation / arc flash analysis. The Contractor shall, based upon the equipment provided, include as a part of the submittal process the electrical system “Short Circuit / Coordination / Device evaluation / Arc Flash Analysis”. The analysis shall be performed by the equipment manufacturer and submitted in a written report. The analysis shall be signed and sealed by a registered professional Engineer from the state in which the project is located. The analysis shall comply with NFPA-70E and IEEE 1584. The analysis will include: one line diagrams, short circuit analysis, coordination analysis, equipment evaluation, arc flash analysis and arc flash labels containing at a minimum, equipment name, voltage/current rating, available incident energy and flash protection boundary. The selected firms field service Engineer shall perform data gathering for analysis completion and device settings, perform device setting as recommended by the analysis and will furnish and install the arc flash labels. The components worst case incident energy will be considered the available arc flash energy at that specific point in the system. Submit three written copies and one electronic copy of the report. CONSTRUCTION METHODS CONSTRUCTION OF VAULT 109-4.1 General. The Contractor shall construct the transformer vault or prefabricated metal housing at the location indicated in the plans. Vault construction shall be reinforced concrete, concrete masonry, or brick wall as specified. The mounting pad or floor details, installation methods, and equipment placement are shown in the plans. Precast concrete structures shall be furnished by a plant meeting National Precast Concrete Association Plant Certification Program or another engineer approved third party certification program. The Contractor shall clear, grade, and seed the area around the vault for a minimum distance of 10 feet (3 m) on all sides. The slope shall be not less than 1/2 inch per foot (12 mm per 0.3 m) away from the vault or metal housing in all directions. The vault shall provide adequate protection against weather elements, including rain, wind-driven dust, snow, ice and excessive heat. The vault shall have sufficient filtered ventilation, to assure that the interior room temperatures and conditions do not exceed the recommended limits of the electrical equipment to be installed in the vault. The Contractor is responsible for contacting the manufacturer of the equipment to be installed to obtain environmental limitations of the equipment to be installed. The electrical vault shall provide reasonable protection of the equipment that it is intended to house. Because most of the equipment located in the vault is likely housed in NEMA 1 enclosures, the vault itself shall be designed to provide sufficient protection against weather elements. Assure that the vault that is to be supplied has sufficient environmental controls to provide adequate ventilation to maintain temperatures within operational requirements of the equipment to be installed. In addition, make sure that vault has sufficient seals and/or filters on doors and other openings to assure that wind-driven dust does not affect the operation of equipment. CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϱŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 109-4.2 Foundation and walls. a. Reinforced concrete construction. The Contractor shall construct the foundation and walls per the details shown in the plans. Unless otherwise specified, internal ties shall be of the mechanical type so that when the forms are removed the ends of the ties shall be at least one inch (25 mm) beneath the concrete surface; the holes shall be plugged and finished to prevent discoloration. Reinforcing steel shall be placed, as shown in the drawings, and secured in position to prevent displacement during the concrete placement. The external surfaces of the concrete shall be thoroughly worked during the placing operation to force all coarse aggregate from the surface. Thoroughly work the mortar against the forms to produce a smooth finish free from air pockets and honeycomb. The surface film of all pointed surfaces shall be removed before setting occurs. As soon as the pointing has set sufficiently, the entire surface inside and outside of the vault shall be thoroughly wet with water and rubbed with a No. 16 carborundum stone, or equivalent quality abrasive, bringing the surface to a paste. All form marks and projections shall be removed. The surface produced shall be smooth and dense without pits or irregularities. The materials which have been ground into a paste during the rubbing process shall be spread or brushed uniformly over the entire surface (except the interior surfaces that are to be painted shall have all paste removed by washing before painting) and permitted to reset. Final exterior finish shall be obtained by rubbing with No. 30 carborundum stone, or an equivalent quality abrasive. The surface shall be rubbed until the entire surface is smooth and uniform in color. b. Brick and concrete construction. When this type of construction is specified, the foundation shall be concrete conforming to the details shown in the plans. The outer edge of the foundation at the floor level shall be beveled 1-1/2 inches (38 mm) at 45 degrees. Brick walls shall be 8 inches (200 mm) thick, laid in running bond with every sixth course a header course. Brick shall be laid in cement mortar (one part masonry cement and 3 parts sand) with full mortar bed and shoved joints. All joints shall be completely filled with mortar, and facing brick shall be back-parged with mortar as work progresses. All joints shall be 3/8 inch (9 mm) thick, exterior joints tooled concave, and interior joints struck flush. Both interior and exterior brick surfaces shall be cleaned and nail holes, cracks and other defects filled with mortar. When specified, a nonfading mineral pigment mortar coloring shall be added to the mortar. Steel reinforcing bars, 3/8 inch (9 mm) in diameter and 12 inches (300 mm) long, shall be set vertically in the center of the brick wall on not more than 2 feet (60 cm) centers to project 2-1/2 inches (60 mm) into the concrete roof slab. Lintels for supporting the brickwork over doors, windows, and louvers shall consist of two 4 u 3 u 3/8 inch (100 u 75 u 9 mm) steel angles. Lintels shall be painted with one coat of corrosion-inhibiting primer before installation, and all exposed parts shall be painted similar to doors and window sash after installation. Window sills may be concrete poured in place or precast concrete as indicated in the plans. All exposed surfaces shall have a rubbed finish as specified under reinforced concrete construction. After completion, all interior and exterior faces of walls shall be scrubbed with a solution of muriatic acid and water in the proportions of not less than one part acid to 10 parts of water. All traces of efflorescence, loose mortar, and mortar stain shall be removed, and the walls washed down with clear water. c. Concrete masonry construction. When this type of construction is specified, the foundation shall be concrete conforming to the details shown in the plans. The concrete masonry units shall be standard sizes and shapes and shall conform to ASTM C90 and shall include the closures, jambs, and other shapes required by the construction as shown in the plans. Standard construction practice shall be followed for this type of work including mortar, joints, reinforcing steel for extensions into roof slab, etc. Plaster for interior walls, if specified, shall be Portland cement plaster. 109-4.3 Roof. The roof shall be reinforced concrete as shown in the plans. Reinforcing steel shall be placed as shown in the drawing and secured in position to prevent displacement during the pouring of the concrete. The concrete shall be poured monolithically and shall be free of honeycombs and voids. The surface shall CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϲŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ have a steel-troweled finish and shall be sloped as shown in the drawing. The underside of the roof slab shall be finished in the same manner as specified for walls. One brush or mop coat of hot asphalt roof coating shall be applied to the top surface of the roof slab. The asphalt material shall be heated to within the range specified by the manufacturer and immediately applied to the roof. The finished coat shall be continuous over the roof surface and free from holidays and blisters. Smears and dribbles of asphalt on the roof edges and building walls shall be removed. 109-4.4 Floor. Construct building foundation in accordance with the details shown in the plans. The floor shall be reinforced concrete as shown in the drawings. When present, all sod, roots, refuse, and other perishable material shall be removed from the area under the floor to a depth of 8 inches (200 mm), unless a greater depth is specified in the invitation for bids. This area shall be backfilled with materials consisting of sand, cinders, gravel, or stone. Fill shall be placed in layers not to exceed 4 inches (100 mm) and shall be thoroughly compacted by tamping or rolling. A layer of building paper shall be placed over the fill prior to placing concrete. The floor surfaces shall have a steel-troweled finish. The floor shall be level unless a drain is specified, in which case the floor shall be pitched 1/4 inch (6 mm) per foot downward toward the drain. A 1/4-inch (6-mm) asphalt felt expansion joint shall be placed between floor and foundation walls. The floor shall be poured monolithically and shall be free of honeycombs and voids. 109-4.5 Floor drain. If shown in the plans, a floor drain and dry well shall be installed in the center of the floor of the equipment room. The dry well shall be excavated 4 × 4 feet (1.2 × 1.2 m) square and to a depth of 4 feet (1.2 m) below the finished floor elevation and shall be backfilled to the elevation of the underside of the floor with gravel - which shall all pass a 2-inch (50 mm) mesh sieve and shall all be retained on a 1/4-inch (6.3 mm) mesh sieve. The gravel backfill shall be placed in 6 inch (150 mm) maximum layers, and the entire surface of each layer shall be tamped either with a mechanical tamper or with a hand tamper weighing not less than 25 pounds (11 kg) and having a face area of not more than 36 square inches (232 square cm) nor less than 16 square inches (103 square cm). The drain inlet shall be set flush in the concrete floor. The drain shall have a clear opening of not less than 8 inches (200 mm) in diameter. 109-4.6 Conduits in floor and foundation. Conduits shall be installed in the floor and through the foundation walls per the details shown in the plans. All underground conduit shall be painted with an asphalt compound. Conduit shall be installed with a coupling or metal conduit adapter flush with the top of the floor. All incoming conduit shall be closed with a pipe plug to prevent the entrance of foreign material during construction. Space conduit entrances shall be left closed. 109-4.7 Doors. Doors shall be metal-clad fireproof Class A (three (3) hour rated) doors conforming to requirements of the National Electrical Code (NEC) and local electrical codes. Panic bar exit hardware shall be installed per NEC requirements. Refer to the new electrical vault detail plan sheets for construction requirements. 109-4.8 Painting. The floor, ceiling, and inside walls of concrete construction shall first be given a hardening treatment, after which the Contractor shall apply two coats of paint as specified below, except that interior face brick walls need not be painted. The hardening treatment shall consist of applying two coats of either a commercial floor hardener or a solution made by dissolving 2 pounds (0.9 kg) of magnesium fluorosilicate or zinc sulfate crystals in one gallon (liter) of water. Each coat shall be allowed to dry at least 48 hours before the next application. After the second treating coat has dried, the surfaces shall be brushed clean of all crystals and thoroughly washed with clear water. Paint for walls and ceiling shall be a light gray color approved by the RPR. The floor paint shall be a medium gray color approved by the RPR. Before painting, the surfaces shall be dry and clean. The first coat shall be thinned by adding 2/3- quart (0.63 liters) of spar varnish and 1/3-quart (0.31 liters) of turpentine to each gallon (liter) of paint. The second coat shall be applied without thinning. All doors, lintels, and windows shall be cleaned to remove any rust or foreign material and shall be given one body and one finish coat of white paint. Bare metal surfaces shall be given a prime coat of corrosion-inhibiting primer prior to the body and finish coats. CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϳŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 109-4.9 Lights and switches. The Contractor shall furnish and install a minimum of two duplex convenience outlets in the vault room. Where a control room is specified, at least two duplex outlets shall be installed. INSTALLATION OF EQUIPMENT IN VAULT 109-5.1 General. The Contractor shall furnish, install, and connect all equipment, equipment accessories, conduit, cables, wires, buses, grounds, and support necessary to ensure a complete and operable electrical distribution center for the airport lighting system as specified herein and shown in the plans. When specified, an emergency power supply and transfer switch shall be provided and installed. The equipment installation and mounting shall comply with the requirements of the National Electrical Code and local code agency having jurisdiction. All electrical work shall comply with the NEC and local code agency having jurisdiction including the separation of under 600V work from 5,000V work.” 109-5.2 Power supply equipment. Transformers, regulators, booster transformers, and other power supply equipment items shall be furnished and installed at the location shown in the plans or as directed by the RPR. The power supply equipment shall be set on steel “H” sections, “I” beams, channels, or concrete blocks to provide a minimum space of 1-1/2 inch (38 mm) between the equipment and the floor. The equipment shall be placed so as not to obstruct the oil-sampling plugs of the oil-filled units; and name- plates shall, so far as possible, not be obscured. If specified in the plans and specifications, equipment for an alternate power source or an emergency power generator shall be furnished and installed. The alternate power supply installation shall include all equipment, accessories, an automatic changeover switch, and all necessary wiring and connections. The emergency power generator set shall be the size and type specified. 109-5.3 Constant Current Regulators. Constant current regulators (CCRs) shall be dry type, air cooled, L-828, designed to supply one, three or five-precision output current levels (6.6 amp CCRs are required) to power series lighting circuits on airport runways and taxiways. Regulators shall be ferro-resonant type. Each regulator shall be furnished with a control module capable of providing L-827 monitoring and control and capable of fully integrating with, or replicating, the existing and modified functions of the existing Airfield Lighting Control and Monitoring System (ALCMS). Each regulator shall be capable of fully integrating with the functions of the airfield lighting control system. See Pilot Operated Lighting Controls. The regulators shall use solid-state circuitry to accurately regulate the output current from the phase-linear power transformer to within +/-3% of the preset current level from no load to full load and with input voltage variations of -5% to +10% of nominal (-40° to +55°C). The nominal output current levels shall be maintained even when 50% of the isolation transformers in the series lighting circuit have open secondaries. Brightness-step selection shall be either by manual operation of the rotary control switch or push buttons on the regulator’s front panel or by 48 V ac or 120 V ac remote control signals from a distant location. Efficient operation (which results in high primary power factor) at low loads shall be ensured by a half- power tap on the output winding of the main transformer. Regulator supply voltages shall be 240V, 1 phase, 60 Hz and set at the factory according to user requirements. CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϴŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Protective circuitry shall automatically de-energize the regulator when an overcurrent or open-circuit is sensed in the series lighting circuit. The regulators shall be shipped ready for use and can be floor mounted or mounted on a rack or shelf. Other features and characteristics shall include: a. Primary contactor shall never open or close under load. b. LED indicators for open-circuit, overcurrent, W-VA and system-in-operation. c. Remote input shall have 1,000 V ac surge withstand capability. d. Built-in true RMS-reading ammeter (10 A maximum scale.) e. Minimum power factor of 0.90 (at full load, using proper tap.) f. On/off switching capability under any load. g. Overcurrent, open-circuit, undervoltage, transient protection from lightning (25,000 amp surge) and other sources on output lines and remote input lines. h. Input lightning protection assemblies. i. Output current surge limitation—protects series incandescent lamps. j. After a supply power loss, operation shall resume within 5 seconds after input power is restored at preset brightness level. k. Pressure-type terminal blocks for connections of external remote control wiring. l. The regulator shall use no solid-state components directly in the output (series) circuit and shall not be susceptible to extraneous signals which can affect solid-state design CCRs. m. The regulators shall be designed not to cause any electromagnetic interference which can affect the operation of other airport equipment. n. Automatic shutdown if supply voltage is +/- 15% of optimum. o. Automatic shutdown if series circuit is disconnected. p. Regulators shall have full self-diagnostic capabilities. 109-5.4 Pilot Operated Lighting Controls. a. Radio Controller shall be FAA Type I, L-854 air-to-ground radio control unit furnished and installed in accordance with this specification at the locations and in accordance with the dimensions, design, and details shown in the plans. The operating frequency shall match that of other L-854 controllers on the Airport. The work shall include the furnishing and installation of a Type I air-to-ground radio receiver and decoder with power relays mounted in a weatherproof enclosure and a remote antenna. The CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϵŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ item shall also include all cable connections, equipment mounting and the testing of the installations, and all incidentals necessary to place the radio control unit in operation as a completed assembly to the satisfaction of the Owner. b. Photocell Control shall be 120V, SPST, 2000W, enclosed in a heavy-duty die cast zinc housing, gasketed for maximum weather protection. Delay of up to two minutes prevents false switching due to light from vehicles, lightning, etc. Turn ON / Turn OFF: Turn-On is 1 to 5 fc, Turn-OFF is 3 to 15 fc, without the slide in position. ON/OFF adjustment shall be easily done by moving a light level selector with no tools required. The unit shall fail in the ON position. Temperature Range: -40° to +140°F (-40° to +60°C). Coordinate the operation with the Airport. c. Control System Functions shall be as follows: (1) The photocell shall activate the regulator(s) to the lowest step. (2) The L-854 controller shall activate the regulator(s) to step 2 with three clicks and step 3 with five or seven clicks. OR (3) The L-854 controller shall activate the regulator(s) to the lowest step with three clicks, step 2 with five clicks and steps 3 and/or 5 with seven clicks. 109-5.5 Switchgear and panels. Oil switches, fused cutouts, relays, transfer switches, panels, panel boards, and other similar items shall be furnished and installed at the location shown in the plans or as directed by the RPR. Wall or ceiling mounted items shall be attached to the wall or ceiling with galvanized bolts of not less than 3/8-inch (9 mm) diameter engaging metal expansion shields or anchors in masonry or concrete vaults. 109-5.6 Duct and conduit. The Contractor shall furnish and install square-type exposed metallic ducts with hinged covers for the control circuits in the vault. These shall be mounted along the walls behind all floor- mounted equipment and immediately below all wall-mounted equipment. The hinged covers shall be placed to open from the front side with the hinges at the front bottom. Wall brackets for square ducts shall be installed at all joints 2 feet (60 cm) or more apart with intermediate brackets as specified. Conduit shall be used between square ducts and equipment or between different items of equipment when the equipment is designed for conduit connection. When the equipment is not designed for conduit connection, conductors shall enter the square-type control duct through insulating bushings in the duct or on the conduit risers. 109-5.7 Wiring and connections. The Contractor shall make all necessary electrical connections in the vault per the wiring diagrams furnished and as directed by the RPR. In wiring to the terminal blocks, the Contractor shall leave sufficient extra length on each control lead to make future changes in connections at the terminal block. This shall be accomplished by running each control lead the longest way around the box to the proper terminal. Leads shall be neatly laced in place. 109-5.8 Marking and labeling. All equipment, control wires, terminal blocks, etc., shall be tagged, marked, or labeled as specified below: a. Wire identification. The Contractor shall furnish and install self-sticking wire labels or identifying tags on all control wires at the point where they connect to the control equipment or to the terminal blocks. Wire labels, if used, shall be of the self-sticking preprinted type and of the manufacturer’s recommended CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϭϬŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ size for the wire involved. Identification -markings designated in the plans shall be followed. Tags, if used, shall be of fiber not less than 3/4 inch (19 mm) in diameter and not less than 1/32 inch (1 mm) thick. Identification markings designated in the plans shall be stamped on tags by means of small tool dies. Each tag shall be securely tied to the proper wire by a nonmetallic cord. b. Labels. The Contractor shall stencil identifying labels on the cases of regulators, breakers, and distribution and control relay cases with white oil paint as designated by the RPR. The letters and numerals shall be not less than one inch (25 mm) in height and shall be of proportionate width. The Contractor shall also mark the correct circuit designations per the wiring diagram on the terminal marking strips, which are a part of each terminal block. METHOD OF MEASUREMENT 109-6.1 The quantity of modified vaults to be paid for under this item shall consist of the number of vaults constructed in place and accepted as a complete unit. 109-6.2 The quantity of new vaults to be paid for under this item shall consist of the number of vaults demolished in place. 109-6.3 The quantity of equipment to be paid for under this item shall consist of all equipment installed, connected and accepted as a complete unit ready for operation within an existing vault or prefabricated metal housing. BASIS OF PAYMENT 109-7.1 Payment will be made at the contract unit price for each completed and accepted vault or prefabricated metal housing equipment installation. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item L-109-7.1 New Airfield Lighting Vault Building - per lump sum Item L-109-7.2 Demolish Existing Airfield Lighting Vault Building – per lump sum Item L-109-7.3 Install New 7.5 kW Ferroresonant Constant Current Regulator in Airfield Lighting Vault - per each Item L-109-7.4 Install New 10 kW Ferroresonant Constant Current Regulator in Airfield Lighting Vault - per each Item L-109-7.5 Airfield Lighting Vault Space Utilization Improvements - per each Item L-109-7.6 New L-841 Relay Cabinet - per each Item L-109-7.7 New L-854 Pilot Controlled Radio – per each Item L-109-7.8 New Airfield Lighting Patch Panel - per each Item L-109-7.9 Relocate Existing PAPIs & REILs Boost Transformer - per each Item L-109-7.10 Relocate Existing Automatic Transfer Switch - per each Item L-109-7.11 Relocate Existing Automatic Transfer Switch Monitoring Cabinet - per each Item L-109-7.12 Relocate Existing Main Service Panel LV- per each CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϭϭŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item L-109-7.13 Contractor Supplied Structural Stamped Vault Building Drawings by Washington PE, including any City required permits – per lump sum 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. Advisory Circulars (AC) AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-3 Specification for L-821, Panels for Remote Control of Airport Lighting AC 150/5345-5 Circuit Selector Switch AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-10 Specification for Constant Current Regulators and Regulator Monitors AC 150/5345-13 Specification for L-841 Auxiliary Relay Cabinet Assembly for Pilot Control of Airport Lighting Circuits AC 150/5345-49 Specification L-854, Radio Control Equipment; AC 150/5345-53 Airport Lighting Equipment Certification Program American National Standards Institute / Insulated Cable Engineers Association (ANSI/ICEA) ANSI/ICEA S-85-625 Standard for Telecommunications Cable Aircore, Polyolefin Insulated, Copper Conductor Technical Requirements ASTM International (ASTM) ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement ASTM C62 Standard Specification for Building Brick (Solid Masonry Units Made from Clay or Shale) ASTM C90 Standard Specification for Loadbearing Concrete Masonry Units ASTM D2823 Standard Specification for Asphalt Roof Coatings, Asbestos Containing ASTM D4479 Standard Specification for Asphalt Roof Coatings – Asbestos-Free Commercial Item Description (CID) A-A 59544 Cable and Wire, Electrical (Power, Fixed Installation) Institute of Electrical and Electronic Engineers (IEEE) IEEE 1584 Guide for Performing Arc-Flash Hazard Calculations CENTURY WEST ENGINEERING >ͲϭϬϵŝƌƉŽƌƚdƌĂŶƐĨŽƌŵĞƌsĂƵůƚĂŶĚsĂƵůƚƋƵŝƉŵĞŶƚͲϭϮŽĨϭϮ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Master Painter’s Institute (MPI) MPI Reference #9 Alkyd, Exterior, Gloss (MPI Gloss Level 6) Underwriters Laboratories (UL) UL Standard 6 Electrical Rigid Metal Conduit – Steel UL Standard 514B Conduit, Tubing, and Cable Fittings UL Standard 514C Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers UL Standard 651 Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings UL Standard 651A Type EB and A Rigid PVC Conduit and HDPE Conduit National Fire Protection Association (NFPA) NFPA-70 National Electrical Code (NEC) NFPA-70E Standard for Electrical Safety in the Workplace NFPA-780 Standard for the Installation of Lightning Protection Systems END OF ITEM L-109 CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϭŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item L-110 Airport Underground Electrical Duct Banks and Conduits DESCRIPTION 110-1.1 This item shall consist of underground electrical conduits and duct banks (single or multiple conduits encased in concrete, buried in sand or directionally bored)) installed per this specification at the locations and per the dimensions, designs, and details shown on the plans. This item shall include furnishing and installing of all underground electrical duct banks and individual and multiple underground conduits. It shall also include all trenching, backfilling, removal, and restoration of any paved or turfed areas; concrete encasement, mandrelling, pulling lines, duct markers, plugging of conduits, and the testing of the installation as a completed system ready for installation of cables per the plans and specifications. This item shall also include furnishing and installing conduits and all incidentals for providing positive drainage of the system. Verification of existing ducts is incidental to the pay items provided in this specification. EQUIPMENT AND MATERIALS 110-2.1 General. a. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer’s certification of compliance with the applicable specification when requested by the Resident Project Representative (RPR). b. Manufacturer’s certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications and acceptable to the RPR. Materials supplied and/or installed that do not comply with these specifications shall be removed and replaced with materials, that comply with these specifications, at the Contractor’s cost. c. All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify products or models applicable to this project. Indicate all optional equipment and delete non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in project that accrue directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the RPR, to determine compliance with the plans and specifications. The Contractor’s submittals shall be electronically submitted in pdf format, tabbed by specification section. The RPR reserves the right to reject any and all equipment, materials or procedures that do not meet the system design and the standards and codes specified in this document. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least 12 months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner’s discretion, with no additional cost to the Owner. CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϮŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 110-2.2 Steel conduit. Rigid galvanized steel (RGS) conduit and fittings shall be hot dipped galvanized inside and out and conform to the requirements of Underwriters Laboratories Standards 6, 514B, and 1242. All RGS conduits or RGS elbows installed below grade, in concrete, permanently wet locations or other similar environments shall be painted with a 10-mil thick coat of asphaltum sealer or shall have a factory- bonded polyvinyl chloride (PVC) cover. Any exposed galvanizing or steel shall be coated with 10 mils of asphaltum sealer. When using PVC coated RGS conduit, care shall be exercised not to damage the factory PVC coating. Damaged PVC coating shall be repaired per the manufacturer's written instructions. In lieu of PVC coated RGS, corrosion wrap tape shall be permitted to be used where RGS is in contact with direct earth.” 110-2.3 Plastic conduit. Plastic conduit and fittings-shall conform to the following requirements: x UL 514B covers W-C-1094-Conduit fittings all types, classes 1 thru 3 and 6 thru 10.͒ x UL 514C covers W-C-1094- all types, Class 5 junction box and cover in plastic (PVC). x UL 651 covers W-C-1094-Rigid PVC Conduit, types I and II, Class 4. x UL 651A covers W-C-1094-Rigid PVC Conduit and high-density polyethylene (HDPE) Conduit type III and Class 4. Underwriters Laboratories Standards UL-651 and Article 352 of the current National Electrical Code shall be one of the following, as shown on the plans: a. Type I–Schedule 40 and Schedule 80 PVC suitable for underground use either direct-buried or encased in concrete. b. Type II–Schedule 40 PVC suitable for either above ground or underground use. c. Type III – Schedule 80 PVC suitable for either above ground or underground use either direct-buried or encased in concrete. d. Type III –HDPE pipe, minimum standard dimensional ratio (SDR) 11, suitable for placement with directional boring under pavement. The type of solvent cement shall be as recommended by the conduit/fitting manufacturer. 110-2.4 Split conduit. Split conduit shall be pre-manufactured for the intended purpose and shall be made of steel or plastic. 110-2.5 Conduit spacers. Conduit spacers shall be prefabricated interlocking units manufactured for the intended purpose. They shall be of double wall construction made of high grade, high density polyethylene complete with interlocking cap and base pads. They shall be designed to accept No. 4 reinforcing bars installed vertically. 110-2.6 Concrete. Concrete shall be proportioned, placed, and cured per Item P-610, Concrete for Miscellaneous Structures. 110-2.7 Precast concrete structures. Precast concrete structures shall be furnished by a plant meeting National Precast Concrete Association Plant Certification Program or another RPR approved third party certification program. Precast concrete structures shall conform to ASTM C478. 110-2.8 Flowable backfill. Flowable material used to back fill conduit and duct bank trenches shall conform to the requirements of Item P-153, Controlled Low Strength Material. 110-2.9 Detectable warning tape. Plastic, detectable, American Public Works Association (APWA) red (electrical power lines, cables, conduit and lighting cable), orange (telephone/fiber optic cabling) with continuous legend magnetic tape shall be polyethylene film with a metallized foil core and shall be 3-6 inches (75-150 mm) wide. Detectable tape is incidental to the respective bid item. CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϯŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 110-2.10 Static Ground Rod Station. L-867B Basecan, 10’x3/4” copperclad ground rod, exothermic welds and the replacement of 1” sch. 40 PVC conduit and ground wire between the ground rod station and point of cable intercept at edge of concrete pavement at parking stand at each location. See plans for more information. CONSTRUCTION METHODS 110-3.1 General. The Contractor shall install underground duct banks and conduits at the approximate locations indicated on the plans. The RPR shall indicate specific locations as the work progresses, if required to differ from the plans. Duct banks and conduits shall be of the size, material, and type indicated on the plans or specifications. Where no size is indicated on the plans or in the specifications, conduits shall be not less than 2 inches (50 mm) inside diameter or comply with the National Electrical Code based on cable to be installed, whichever is larger. All duct bank and conduit lines shall be laid so as to grade toward access points and duct or conduit ends for drainage. Unless shown otherwise on the plans, grades shall be at least 3 inches (75 mm) per 100 feet (30 m). On runs where it is not practicable to maintain the grade all one way, the duct bank and conduit lines shall be graded from the center in both directions toward access points or conduit ends, with a drain into the storm drainage system. Pockets or traps where moisture may accumulate shall be avoided. Under pavement, the top of the duct bank shall not be less than 18 inches (0.5 m) below the subgrade; in other locations, the top of the duct bank or underground conduit shall be not less than 18 inches (0.5 m) below finished grade. The Contractor shall mandrel each individual conduit whether the conduit is direct-buried or part of a duct bank. An iron-shod mandrel, not more than 1/4 inch (6 mm) smaller than the bore of the conduit shall be pulled or pushed through each conduit. The mandrel shall have a leather or rubber gasket slightly larger than the conduit hole. The Contractor shall swab out all conduits/ducts and clean base can, manhole, pull boxes, etc., interiors IMMEDIATELY prior to pulling cable. Once cleaned and swabbed the light bases, manholes, pull boxes, etc., and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, base cans, manholes, etc., is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be recl eaned at the Contractor’s expense. All accessible points shall be kept closed when not installing cable. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the RPR of any blockage in the existing ducts. For pulling the permanent wiring, each individual conduit, whether the conduit is direct-buried or part of a duct bank, shall be provided with a 200-pound (90 kg) test polypropylene pull rope. The ends shall be secured and sufficient length shall be left in access points to prevent it from slipping back into the conduit. Where spare conduits are installed, as indicated on the plans, the open ends shall be plugged with removable tapered plugs, designed for this purpose. All conduits shall be securely fastened in place during construction and shall be plugged to prevent contaminants from entering the conduits. Any conduit section having a defective joint shall not be installed. Ducts shall be supported and spaced apart using approved spacers at intervals not to exceed 5 feet (1.5 m). Unless otherwise shown on the plans, concrete encased duct banks shall be used when crossing under pavements expected to carry aircraft loads, such as runways, taxiways, taxilanes, ramps and aprons. When under paved shoulders and other paved areas, conduit and duct banks shall be encased using flowable fill for protection. All conduits within concrete encasement of the duct banks shall terminate with female ends for ease in current and future use. Install factory plugs in all unused ends. Do not cover the ends or plugs with concrete. CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϰŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Trenches for conduits and duct banks may be excavated manually or with mechanical trenching equipment unless in pavement, in which case they shall be excavated with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Blades of graders shall not be used to excavate the trench. When rock is encountered, the rock shall be removed to a depth of at least 3 inches (75 mm) below the required conduit or duct bank depth and it shall be replaced with bedding material of earth or sand containing no mineral aggregate particles that would be retained on a 1/4-inch (6.3 mm) sieve. Flowable backfill may alternatively be used. The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All such rock removal shall be performed and paid for under Item P-152. Underground electrical warning (Caution) tape shall be installed in the trench above all underground duct banks and conduits in unpaved areas. Contractor shall submit a sample of the proposed warning tape for approval by the RPR. If not shown on the plans, the warning tape shall be located 6 inches above the duct/conduit or the counterpoise wire if present. Joints in plastic conduit shall be prepared per the manufacturer’s recommendations for the particular type of conduit. Plastic conduit shall be prepared by application of a plastic cleaner and brushing a plastic solvent on the outside of the conduit ends and on the inside of the couplings. The conduit fitting shall then be slipped together with a quick one-quarter turn twist to set the joint tightly. Where more than one conduit is placed in a single trench, or in duct banks, joints in the conduit shall be staggered a minimum of 2 feet (60 cm). Changes in direction of runs exceeding 10 degrees, either vertical or horizontal, shall be accomplished using manufactured sweep bends. Whether or not specifically indicated on the drawings, where the soil encountered at established duct bank grade is an unsuitable material, as determined by the RPR, the unsuitable material shall be removed per Item P-152 and replaced with suitable material. Additional duct bank supports shall be installed, as approved by the RPR. All excavation shall be unclassified and shall be considered incidental to Item L-110. Dewatering necessary for duct installation, and erosion per federal, state, and local requirements is incidental to Item L-110. Unless otherwise specified, excavated materials that are deemed by the RPR to be unsuitable for use in backfill or embankments shall be removed and disposed of offsite. Any excess excavation shall be filled with suitable material approved by the RPR and compacted per Item P-152. It is the Contractor’s responsibility to locate existing utilities within the work area prior to excavation. Where existing active cables cross proposed installations, the Contractor shall ensure that these cables are adequately protected. Where crossings are unavoidable, no splices will be allowed in the existing cables, except as specified on the plans. Installation of new cable where such crossings must occur shall proceed as follows: a. Existing cables shall be located manually. Unearthed cables shall be inspected to assure absolutely no damage has occurred b. Trenching, etc., in cable areas shall then proceed with approval of the RPR, with care taken to minimize possible damage or disruption of existing cable, including careful backfilling in area of cable. In the event that any previously identified cable is damaged during the course of construction, the Contractor shall be responsible for the complete repair. CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϱŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 110-3.2 Duct banks. Unless otherwise shown in the plans, duct banks shall be installed so that the top of the concrete envelope is not less than 18 inches (0.5 m) below the bottom of the base or stabilized base course layers where installed under runways, taxiways, aprons, or other paved areas, and not less than 18 inches (0.5 m) below finished grade where installed in unpaved areas. Unless otherwise shown on the plans, duct banks under paved areas shall extend at least 3 feet (1 m) beyond the edges of the pavement or 3 feet (1 m) beyond any under drains that may be installed alongside the paved area. Trenches for duct banks shall be opened the complete length before concrete is placed so that if any obstructions are encountered, provisions can be made to avoid them. Unless otherwise shown on the plans, all duct banks shall be placed on a layer of concrete not less than 3 inches (75 mm) thick prior to its initial set. The Contractor shall space the conduits not less than 3 inches (75 mm) apart (measured from outside wall to outside wall). All such multiple conduits shall be placed using conduit spacers applicable to the type of conduit. As the conduit laying progresses, concrete shall be placed around and on top of the conduits not less than 3 inches (75 mm) thick unless otherwise shown on the plans. All conduits shall terminate with female ends for ease of access in current and future use. Install factory plugs in all unused ends. Do not cover the ends or plugs with concrete. Conduits forming the duct bank shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 inches (150 mm) to anchor the assembly into the earth prior to placing the concrete encasement. For this purpose, the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5-foot (1.5-m) intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the RPR for review prior to use. When specified, the Contractor shall reinforce the bottom side and top of encasements with steel reinforcing mesh or fabric or other approved metal reinforcement. When directed, the Contractor shall supply additional supports where the ground is soft and boggy, where ducts cross under roadways, or where shown on the plans. Under such conditions, the complete duct structure shall be supported on reinforced concrete footings, piers, or piles located at approximately 5-foot (1.5-m) intervals. All pavement surfaces that are to have ducts installed therein shall be neatly saw cut to form a vertical face. All excavation shall be included in the contract price for the duct. Install a plastic, detectable, color as noted, 3 to 6 inches (75 to 150 mm) wide tape, 8 inches (200 mm) minimum below grade above all underground conduit or duct lines not installed under pavement. Utilize the 3-inch (75-mm) wide tape only for single conduit runs. Utilize the 6-inch (150-mm) wide tape for multiple conduits and duct banks. For duct banks equal to or greater than 24 inches (600 mm) in width, utilize more than one tape for sufficient coverage and identification of the duct bank as required. When existing cables are to be placed in split duct, encased in concrete, the cable shall be carefully located and exposed by hand tools. Prior to being placed in duct, the RPR shall be notified so that he may inspect the cable and determine that it is in good condition. Where required, split duct shall be installed as shown on the drawings or as required by the RPR. 110-3.3 Conduits without concrete encasement. Trenches for single-conduit lines shall be not less than 6 inches (150 mm) nor more than 12 inches (300 mm) wide. The trench for 2 or more conduits installed at the same level shall be proportionately wider. Trench bottoms for conduits without concrete encasement shall be made to conform accurately to grade so as to provide uniform support for the conduit along its entire length. Unless otherwise shown on the plans, a layer of fine earth material, at least 4 inches (100 mm) thick (loose measurement) shall be placed in the bottom of the trench as bedding for the conduit. The bedding material shall consist of soft dirt, sand or other fine fill, and it shall contain no particles that would be retained on a 1/4-inch (6.3 mm) sieve. The bedding material shall be tamped until firm. Flowable backfill may alternatively be used. CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϲŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Unless otherwise shown on plans, conduits shall be installed so that the tops of all conduits within the Airport’s secured area where trespassing is prohibited are at least 18 inches (0.5 m) below the finished grade. Conduits outside the Airport’s secured area shall be installed so that the tops of the conduits are at least 24 inches (60 cm) below the finished grade per National Electric Code (NEC), Table 300.5. When two or more individual conduits intended to carry conductors of equivalent voltage insulation rating are installed in the same trench without concrete encasement, they shall be spaced not less than 3 inches (75 mm) apart (measured from outside wall to outside wall) in a horizontal direction and not less than 63 inches (75 mm) apart in a vertical direction. Where two or more individual conduits intended to carry conductors of differing voltage insulation rating are installed in the same trench without concrete encasement, they shall be placed not less than 3 inches (75 mm) apart (measured from outside wall to outside wall) in a horizontal direction and lot less than 6 inches (150 mm) apart in a vertical direction. Trenches shall be opened the complete length between normal termination points before conduit is installed so that if any unforeseen obstructions are encountered, proper provisions can be made to avoid them. Conduits shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 inches (150 mm) to anchor the assembly into the earth while backfilling. For this purpose, the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5-foot (1.5-m) intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the RPR for review prior to use. 110-3.4 Markers. The location of each end and of each change of direction of conduits and duct banks shall be marked by a concrete slab marker 2 feet (60 cm) square and 4 - 6 inches (100 - 150 mm) thick extending approximately one inch (25 mm) above the surface. The markers shall also be located directly above the ends of all conduits or duct banks, except where they terminate in a junction/access structure or building. Each cable or duct run from a line of lights and signs to the equipment vault must be marked at approximately every 200 feet (61 m) along the cable or duct run, with an additional marker at each change of direction of cable or duct run. The Contractor shall impress the word “DUCT” or “CONDUIT” on each marker slab. Impression of letters shall be done in a manner, approved by the RPR, for a neat, professional appearance. All letters and words must be neatly stenciled. After placement, all markers shall be given one coat of high-visibility orange paint, as approved by the RPR. The Contractor shall also impress on the slab the number and size of conduits beneath the marker along with all other necessary information as determined by the RPR. The letters shall be 4 inches (100 mm) high and 3 inches (75 mm) wide with width of stroke 1/2 inch (12 mm) and 1/4 inch (6 mm) deep or as large as the available space permits. Furnishing and installation of duct markers is incidental to the respective duct pay item. 110-3.5 Backfilling for conduits. For conduits, 8 inches (200 mm) of sand, soft earth, or other fine fill (loose measurement) shall be placed around the conduits ducts and carefully tamped around and over them with hand tampers. The remaining trench shall then be backfilled and compacted per Item P-152 except that material used for back fill shall be select material not larger than 4 inches (100 mm) in diameter. Flowable backfill (“CLSM”) (P-153) may alternatively be used in lieu of P-152 to within 12-inches of finished grade. P-152 shall be used to fill to finished grade. Trenches shall not contain pools of water during back filling operations. The trench shall be completely backfilled and tamped level with the adjacent surface; except that, where sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of per instructions issued by the RPR. CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϳŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 110-3.6 Backfilling for duct banks. After the concrete has cured, the remaining trench shall be backfilled and compacted per Item P-152 “Excavation and Embankment” except that the material used for backfill shall be select material not larger than 4 inches (100 mm) in diameter. In addition to the requirements of Item P-152, where duct banks are installed under pavement, one moisture/density test per lift shall be made for each 250 linear feet (76 m) of duct bank or one work period’s construction, whichever is less. Flowable backfill (P-153) may alternatively be used in lieu of P-152 to within 12-inches of finished grade. P-152 shall be used to fill to finished grade. Trenches shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface; except that, where sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of per instructions issued by the RPR. 110-3.7 Restoration. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the work shall be restored to its original condition. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. All restoration shall be considered incidental to the respective L-110 pay item. Following restoration of all trenching near airport movement surfaces, the Contractor shall thoroughly visually inspect the area for foreign object debris (FOD), and remove any such FOD that is found. This FOD inspection and removal shall be considered incidental to the pay item of which it is a component part. METHOD OF MEASUREMENT 110-4.1 Contract Unit Price paid per Linear-Foot for Single-way 2" Conduit, Direct Buried shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for installing Conduit including locator tape, sawcutting of existing pavement, trenching and backfill with designated material, complete in place, including layout, dust and debris control and cleanup, as shown on the Drawings and as specified in these technical specifications. 110-4.2 Contract Unit Price paid per Linear-Foot for Single-way 2" Conduit, Concrete Encased shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for installing Conduit including locator tape, sawcutting of existing pavement, trenching and backfill with designated material, complete in place, including layout, dust and debris control and cleanup, as shown on the Drawings and as specified in these technical specifications. 110-4.3 The Contract Unit Price paid per Linear-Foot for Multiple-way (2) 2-inch Conduits, Concrete Encased shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for installing Conduits including locator tape, sawcutting of existing pavement, trenching and backfill with designated material, complete in place, including layout, dust and debris control and cleanup, as shown on the Drawings and as specified in these Special Provisions. 110-4.4 The Contract Unit Price paid per Linear-Foot for Multiple-way (4) 2-inch Schedule 80 HDPE Directional Bore shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for installing Conduits, including encasement, locator tape, sawcutting of existing pavement, trenching and backfill with designated material, complete in place, including layout, dust and debris control and cleanup, as shown on the Drawings and as specified in these Special Provisions. 110-4.5 The Contract Unit Price paid per each for Static Ground Rod Station shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved for installing Conduits, ground wire, exothermic welded connections including encasement, locator tape, CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϴŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ sawcutting of existing pavement, trenching and backfill with designated material, complete in place, including layout, dust and debris control and cleanup, as shown on the Drawings and as specified in these Special Provisions. BASIS OF PAYMENT 110-5.1-5.4 Payment will be made at the contract unit price per linear foot for each type and size of conduit and duct bank completed and accepted, including trench and backfill with the designated material, and, for drain lines, the termination at the drainage structure. This price shall be full compensation for removal and disposal of existing duct banks and conduits as shown on the plans, furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item per the provisions and intent of the plans and specifications. 110-5.5 Payment will be made at the contract unit price per each for each Static Ground Rod Station, conduit, ground rod, ground wire, completed and accepted, including trench and backfill with the designated material. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item per the provisions and intent of the plans and specifications. Payment will be made under: Item L-110-5.1 (1) 2” PVC Sch. 40, Direct Buried - per linear foot Item L-110-5.2 (1) 2” PVC Sch. 40, Concrete Encased - per linear foot Item L-110-5.3 (2) 2” PVC Sch. 40, Concrete Encased - per linear foot Item L-110-5.4 (4) 2” Sch. 80 HDPE, Directional Bore - per linear foot Item L-110-5.5 Static Ground Rod Station Restoration – per each REFERENCES (ALL REFERENCES ARE CURRENT EDITION) 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. Advisory Circular (AC) AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-53 Airport Lighting Equipment Certification Program ASTM International (ASTM) ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement National Fire Protection Association (NFPA) NFPA-70 National Electrical Code (NEC) Underwriters Laboratories (UL) UL Standard 6 Electrical Rigid Metal Conduit - Steel UL Standard 514B Conduit, Tubing, and Cable Fittings CENTURY WEST ENGINEERING>ͲϭϭϬŝƌƉŽƌƚhŶĚĞƌŐƌŽƵŶĚůĞĐƚƌŝĐĂůƵĐƚĂŶŬƐĂŶĚŽŶĚƵŝƚƐͲϵŽĨϵ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ UL Standard 514C Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers UL Standard 1242 Electrical Intermediate Metal Conduit Steel UL Standard 651 Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings UL Standard 651A Type EB and A Rigid PVC Conduit and HDPE Conduit END OF ITEM L-110 d,/^W'/EdEd/KE>>z>&d>E< CENTURY WEST ENGINEERING >ͲϭϭϱůĞĐƚƌŝĐĂůDĂŶŚŽůĞƐĂŶĚ:ƵŶĐƚŝŽŶ^ƚƌƵĐƚƵƌĞƐͲϭŽĨϴ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item L-115 Electrical Manholes and Junction Structures DESCRIPTION 115-1.1 This item shall consist of electrical manholes and junction structures (hand holes, pull boxes, junction cans, etc.) installed per this specification, at the indicated locations and conforming to the lines, grades and dimensions shown on the plans or as required by the Resident Project Representative (RPR). This item shall include the installation of each electrical manhole and/or junction structures with all associated excavation, backfilling, sheeting and bracing, concrete, reinforcing steel, ladders, appurtenances, testing, dewatering and restoration of surfaces to the satisfaction of the RPR including removal of existing handholes and junction structures as shown on the plans. EQUIPMENT AND MATERIALS 115-2.1 General. a. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer’s certification of compliance with the applicable specification when so requested by the RPR. b. Manufacturer’s certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be removed (when directed by the RPR) and replaced with materials that comply with these specifications at the Contractor’s cost. c. All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in the project that may accrue directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the RPR, to determine compliance with the plans and specifications. The Contractor’s submittals shall be electronically submitted in pdf format. The RPR reserves the right to reject any and all equipment, materials or procedures that do not meet the system design and the standards and codes, specified in this document. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least 12 month from the date of final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner’s discretion, with no additional cost to the Owner. 115-2.2 Concrete structures. Concrete shall be proportioned, placed, and cured per Item P-610, Concrete for Miscellaneous Structures. Cast-in-place concrete structures shall be as shown on the plans. CENTURY WEST ENGINEERING >ͲϭϭϱůĞĐƚƌŝĐĂůDĂŶŚŽůĞƐĂŶĚ:ƵŶĐƚŝŽŶ^ƚƌƵĐƚƵƌĞƐͲϮŽĨϴ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 115-2.3 Precast concrete structures. Precast concrete structures shall be furnished by a plant meeting National Precast Concrete Association Plant Certification Program or another engineer approved third party certification program. Provide precast concrete structures where shown on the plans. Precast concrete structures shall be an approved standard design of the manufacturer. Precast units shall have mortar or bitumastic sealer placed between all joints to make them watertight. The structure shall be designed to withstand 100,000 lb aircraft loads, unless otherwise shown on the plans. Openings or knockouts shall be provided in the structure as detailed on the plans. Threaded inserts and pulling eyes shall be cast in as shown on the plans. If the Contractor chooses to propose a different structural design, signed and sealed shop drawings, design calculations, and other information requested by the RPR shall be submitted by the Contractor to allow for a full evaluation by the RPR. The RPR shall review per the process defined in the General Provisions. 115-2.4 Junction boxes. Junction boxes shall be L-867 Class 1 (non-load bearing) or L-868 Class 1 (load bearing) airport light bases that are encased in concrete. The light bases shall have a L-894 blank cover, gasket, and stainless steel hardware. All bolts, studs, nuts, lock washers, and other similar fasteners used for the light fixture assemblies must be fabricated from 316L (equivalent to EN 1.4404), 18-8, 410, or 416 stainless steel. If 18-8, 410, or 416 stainless steel is utilized it shall be passivated and be free from any discoloration. Covers shall be 3/8-inch (9-mm) thickness for L-867 and 3/4-inch (19-mm) thickness for L- 868. All junction boxes shall be provided with both internal and external ground lugs. 115-2.5 Mortar. The mortar shall be composed of one part of cement and two parts of mortar sand, by volume. The cement shall be per the requirements in ASTM C150, Type I. The sand shall be per the requirements in ASTM C144. Hydrated lime may be added to the mixture of sand and cement in an amount not to exceed 15% of the weight of cement used. The hydrated lime shall meet the requirements of ASTM C206. Water shall be potable, reasonably clean and free of oil, salt, acid, alkali, sugar, vegetable, or other substances injurious to the finished product. 115-2.6 Concrete. All concrete used in structures shall conform to the requirements of Item P-610, Concrete for Miscellaneous Structures. 115-2.7 Frames and covers. The frames shall conform to one of the following requirements: a. ASTM A48 Gray iron castings b. ASTM A47 Malleable iron castings c. ASTM A27 Steel castings d. ASTM A283, Grade D Structural steel for grates and frames e. ASTM A536 Ductile iron castings f. ASTM A897 Austempered ductile iron castings All aircraft-rated castings specified shall withstand a maximum tire pressure of 250 psi and maximum load of 100,000 lbs. All H-20 rated castings specified shall withstand a maximum load of 32,000 lbs. All castings or structural steel units shall conform to the dimensions shown on the plans and shall be designed to support the loadings specified. Each frame and cover unit shall be provided with fastening members to prevent it from being dislodged by traffic, but which will allow easy removal for access to the structure. CENTURY WEST ENGINEERING >ͲϭϭϱůĞĐƚƌŝĐĂůDĂŶŚŽůĞƐĂŶĚ:ƵŶĐƚŝŽŶ^ƚƌƵĐƚƵƌĞƐͲϯŽĨϴ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ All castings shall be thoroughly cleaned. After fabrication, structural steel units shall be galvanized to meet the requirements of ASTM A123. Each cover shall have the word “ELECTRIC” or other approved designation cast on it. Each frame and cover shall be as shown on the plans or approved equivalent. No cable notches are required. Each manhole shall be provided with a “DANGER -- PERMIT-REQUIRED CONFINED SPACE, DO NOT ENTER” safety warning sign as detailed in the Contract Documents and in accordance with OSHA 1910.146 (c)(2). 115-2.8 Ladders. Ladders, if specified, shall be galvanized steel or as shown on the plans. 115-2.9 Reinforcing steel. All reinforcing steel shall be deformed bars of new billet steel meeting the requirements of ASTM A615, Grade 60. 115-2.10 Bedding/special backfill. Bedding or special backfill shall be as shown on the plans. 115-2.11 Flowable backfill. Flowable material used to backfill shall conform to the requirements of Item P-153, Controlled Low Strength Material. 115-2.12 Cable trays. Cable trays shall be of galvanized steel. Cable trays shall be located as shown on the plans. 115-2.13 Plastic conduit. Plastic conduit shall comply with Item L-110, Airport Underground Electrical Duct Banks and Conduits. 115-2.14 Conduit terminators. Conduit terminators shall be pre-manufactured for the specific purpose and sized as required or as shown on the plans. 115-2.15 Pulling-in irons. Pulling-in irons shall be manufactured with 7/8-inch diameter hot-dipped galvanized steel or stress-relieved carbon steel roping designed for concrete applications (7 strand, 1/2-inch diameter with an ultimate strength of 270,000 psi). Where stress-relieved carbon steel roping is used, a rustproof sleeve shall be installed at the hooking point and all exposed surfaces shall be encapsulated with a polyester coating to prevent corrosion. 115-2.16 Ground rods. Ground rods shall be one piece, copper clad steel. The ground rods shall be of the length and diameter specified on the plans, but in no case shall they be less than 10 feet long nor less than 3/4 inch in diameter. 115-2.17 Static ground rod stations. Ground rods in ground rod stations shall be one piece, copper clad steel. The ground rods shall be of the length and diameter specified on the plans, but in no case shall they be less than 10 feet long nor less than 3/4 inch in diameter. The ground rod station shall have a L-867B steel basecan with blank lid and will only allow exothermic welds for ground wiring. The pay item for ground rod stations will be in L-110. CONSTRUCTION METHODS 115-3.1 Unclassified excavation. It is the Contractor’s responsibility to locate existing utilities within the work area prior to excavation. Damage to utility lines, through lack of care in excavating, shall be repaired or replaced to the satisfaction of the RPR without additional expense to the Owner. The Contractor shall perform excavation for structures and structure footings to the lines and grades or elevations shown on the plans or as staked by the RPR. The excavation shall be of sufficient size to permit the placing of the full width and length of the structure or structure footings shown. CENTURY WEST ENGINEERING >ͲϭϭϱůĞĐƚƌŝĐĂůDĂŶŚŽůĞƐĂŶĚ:ƵŶĐƚŝŽŶ^ƚƌƵĐƚƵƌĞƐͲϰŽĨϴ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ All excavation shall be unclassified and shall be considered incidental to Item L-115. Dewatering necessary for structure installation and erosion per federal, state, and local requirements is incidental to Item L-115. Boulders, logs and all other objectionable material encountered in excavation shall be removed. All rock and other hard foundation material shall be cleaned of all loose material and cut to a firm surface either level, stepped or serrated, as directed by the RPR. All seams, crevices, disintegrated rock and thin strata shall be removed. When concrete is to rest on a surface other than rock, special care shall be taken not to disturb the bottom of the excavation. Excavation to final grade shall not be made until just before the concrete or reinforcing is to be placed. The Contractor shall provide all bracing, sheeting and shoring necessary to implement and protect the excavation and the structure as required for safety or conformance to governing laws. The cost of bracing, sheeting and shoring shall be included in the unit price bid for the structure. Unless otherwise provided, bracing, sheeting and shoring involved in the construction of this item shall be removed by the Contractor after the completion of the structure. Removal shall be effected in a manner that will not disturb or mar finished masonry. The cost of removal shall be included in the unit price bid for the structure. After each excavation is completed, the Contractor shall notify the RPR. Structures shall be placed after the RPR has approved the depth of the excavation and the suitability of the foundation material. Prior to installation the Contractor shall provide a minimum of 6 inches (150 mm) of sand or a material approved by the RPR as a suitable base to receive the structure. The base material shall be compacted and graded level and at proper elevation to receive the structure in proper relation to the conduit grade or ground cover requirements, as indicated on the plans. 115-3.2 Concrete structures. Concrete structures shall be built on prepared foundations conforming to the dimensions and form indicated on the plans. The concrete and construction methods shall conform to the requirements specified in Item P-610. Any reinforcement required shall be placed as indicated on the plans and shall be approved by the RPR before the concrete is placed. 115-3.3 Precast unit installations. Precast units shall be installed plumb and true. Joints shall be made watertight by use of sealant at each tongue-and-groove joint and at roof of manhole. Excess sealant shall be removed and severe surface projections on exterior of neck shall be removed. 115-3.4 Placement and treatment of castings, frames and fittings. All castings, frames and fittings shall be placed in the positions indicated on the Plans or as directed by the RPR and shall be set true to line and to correct elevation. If frames or fittings are to be set in concrete or cement mortar, all anchors or bolts shall be in place and position before the concrete or mortar is placed. The unit shall not be disturbed until the mortar or concrete has set. Field connections shall be made with bolts, unless indicated otherwise. Welding will not be permitted unless shown otherwise on the approved shop drawings and written approval is granted by the casting manufacturer. Erection equipment shall be suitable and safe for the workman. Errors in shop fabrication or deformation resulting from handling and transportation that prevent the proper assembly and fitting of parts shall be reported immediately to the RPR and approval of the method of correction shall be obtained. Approved corrections shall be made at Contractor’s expense. Anchor bolts and anchors shall be properly located and built into connection work. Bolts and anchors shall be preset by the use of templates or such other methods as may be required to locate the anchors and anchor bolts accurately. Pulling-in irons shall be located opposite all conduit entrances into structures to provide a strong, convenient attachment for pulling-in blocks when installing cables. Pulling-in irons shall be set directly into the concrete walls of the structure. CENTURY WEST ENGINEERING >ͲϭϭϱůĞĐƚƌŝĐĂůDĂŶŚŽůĞƐĂŶĚ:ƵŶĐƚŝŽŶ^ƚƌƵĐƚƵƌĞƐͲϱŽĨϴ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 115-3.5 Installation of ladders. Ladders shall be installed such that they may be removed if necessary. Mounting brackets shall be supplied top and bottom and shall be cast in place during fabrication of the structure or drilled and grouted in place after erection of the structure. 115-3.6 Removal of sheeting and bracing. In general, all sheeting and bracing used to support the sides of trenches or other open excavations shall be withdrawn as the trenches or other open excavations are being refilled. That portion of the sheeting extending below the top of a structure shall be withdrawn, unless otherwise directed, before more than 6 inches (150 mm) of material is placed above the top of the structure and before any bracing is removed. Voids left by the sheeting shall be carefully refilled with selected material and rammed tight with tools especially adapted for the purpose or otherwise as may be approved. The RPR may direct the Contractor to delay the removal of sheeting and bracing if, in his judgment, the installed work has not attained the necessary strength to permit placing of backfill. 115-3.7 Backfilling. After a structure has been completed, the area around it shall be backfilled in horizontal layers not to exceed 6 inches (150 mm) in thickness measured after compaction to the density requirements in Item P-152. Each layer shall be deposited all around the structure to approximately the same elevation. The top of the fill shall meet the elevation shown on the plans or as directed by the RPR. Backfill shall not be placed against any structure until approval is given by the RPR. In the case of concrete, such approval shall not be given until tests made by the laboratory under supervision of the RPR establish that the concrete has attained sufficient strength to provide a factor of safety against damage or strain in withstanding any pressure created by the backfill or the methods used in placing it. Where required, the RPR may direct the Contractor to add, at his own expense, sufficient water during compaction to assure a complete consolidation of the backfill. The Contractor shall be responsible for all damage or injury done to conduits, duct banks, structures, property or persons due to improper placing or compacting of backfill. 115-3.8 Connection of duct banks. To relieve stress of joint between concrete-encased duct banks and structure walls, reinforcement rods shall be placed in the structure wall and shall be formed and tied into duct bank reinforcement at the time the duct bank is installed. 115-3.9 Grounding. A ground rod shall be installed in the floor of all concrete structures so that the top of rod extends 6 inches (150 mm) above the floor. The ground rod shall be installed within one foot (30 cm) of a corner of the concrete structure. Ground rods shall be installed prior to casting the bottom slab. Where the soil condition does not permit driving the ground rod into the earth without damage to the ground rod, the Contractor shall drill a 4-inch (100 mm) diameter hole into the earth to receive the ground rod. The hole around the ground rod shall be filled throughout its length, below slab, with Portland cement grout. Ground rods shall be installed in precast bottom slab of structures by drilling a hole through bottom slab and installing the ground rod. Bottom slab penetration shall be sealed watertight with Portland cement grout around the ground rod. A grounding bus of 4/0 bare stranded copper shall be exothermically bonded to the ground rod and loop the concrete structure walls. The ground bus shall be a minimum of one foot (30 cm) above the floor of the structure and separate from other cables. No. 2 American wire gauge (AWG) bare copper pigtails shall bond the grounding bus to all cable trays and other metal hardware within the concrete structure. Connections to the grounding bus shall be exothermic. If an exothermic weld is not possible, connections to the grounding bus shall be made by using connectors approved for direct burial in soil or concrete per UL 467. Hardware connections may be mechanical, using a lug designed for that purpose. 115-3.10 Cleanup and repair. After erection of all galvanized items, damaged areas shall be repaired by applying a liquid cold-galvanizing compound per MIL-P-21035. Surfaces shall be prepared and compound applied per the manufacturer’s recommendations. Prior to acceptance, the entire structure shall be cleaned of all dirt and debris. CENTURY WEST ENGINEERING >ͲϭϭϱůĞĐƚƌŝĐĂůDĂŶŚŽůĞƐĂŶĚ:ƵŶĐƚŝŽŶ^ƚƌƵĐƚƵƌĞƐͲϲŽĨϴ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 115-3.11 Restoration. After the backfill is completed, the Contractor shall dispose of all surplus material, dirt and rubbish from the site. The Contractor shall restore all disturbed areas equivalent to or better than their original condition. All sodding, grading and restoration shall be considered incidental to the respective Item L-115 pay item. The Contractor shall grade around structures as required to provide positive drainage away from the structure. Areas with special surface treatment, such as roads, sidewalks, or other paved areas shall have backfill compacted to match surrounding areas, and surfaces shall be repaired using materials comparable to original materials. Following restoration of all trenching near airport movement surfaces, the Contractor shall thoroughly visually inspect the area for foreign object debris (FOD), and remove any such FOD that is found. This FOD inspection and removal shall be considered incidental to the pay item of which it is a component part. After all work is completed, the Contractor shall remove all tools and other equipment, leaving the entire site free, clear and in good condition. 115-3.12 Inspection. Prior to final approval, the electrical structures shall be thoroughly inspected for conformance with the plans and this specification. Any indication of defects in materials or workmanship shall be further investigated and corrected. The earth resistance to ground of each ground rod shall not exceed 25 ohms. Each ground rod shall be tested using the fall-of-potential ground impedance test per American National Standards Institute / Institute of Electrical and Electronic Engineers (ANSI/IEEE) Standard 81. This test shall be performed prior to establishing connections to other ground electrodes. 115-3.13 Manhole elevation adjustments. The Contractor shall adjust the tops of existing manholes in areas designated in the Contract Documents to the new elevations shown. The Contractor shall be responsible for determining the exact height adjustment required to raise or lower the top of each manhole to the new elevations. The existing top elevation of each manhole to be adjusted shall be determined in the field and subtracted/added from the proposed top elevation. The Contractor shall remove/extend the existing top section or ring and cover on the manhole structure or manhole access. The Contractor shall install precast concrete sections or grade rings of the required dimensions to adjust the manhole top to the new proposed elevation or shall cut the existing manhole walls to shorten the existing structure, as required by final grades. The Contractor shall reinstall the manhole top section or ring and cover on top and check the new top elevation. The Contractor shall construct a concrete slab around the top of adjusted structures located in graded areas that are not to be paved. The concrete slab shall conform to the dimensions shown on the plans. 115-3.14 Duct extension to existing ducts. Where existing concrete encased ducts are to be extended, the duct extension shall be concrete encased plastic conduit. The fittings to connect the ducts together shall be standard manufactured connectors designed and approved for the purpose. The duct extensions shall be installed according to the concrete encased duct detail and as shown on the plans. METHOD OF MEASUREMENT 115-4.1 Electrical handholes and junction structures shall be measured by each unit completed in place and accepted. The following items shall be included in the price of each unit: All required excavation and dewatering; sheeting and bracing; all required backfilling with on-site materials (including with CLSM) is CENTURY WEST ENGINEERING >ͲϭϭϱůĞĐƚƌŝĐĂůDĂŶŚŽůĞƐĂŶĚ:ƵŶĐƚŝŽŶ^ƚƌƵĐƚƵƌĞƐͲϳŽĨϴ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ incidental; restoration of all surfaces and finished grading and turfing; all required connections; temporary cables and connections; and ground rod testing BASIS OF PAYMENT 115-5.1 The accepted quantity of electrical manholes and junction structures will be paid for at the Contract unit price per each, complete and in place. This price shall be full compensation for furnishing all materials and for all preparation, excavation, backfilling and placing of the materials, furnishing and installation of appurtenances and connections to duct banks and other structures as may be required to complete the item as shown on the plans and for all labor, equipment, tools and incidentals necessary to complete the structure. Payment will be made under: Item L-115-5.1 Install New H-20 Load Rated Concrete Handhole - Per Each Item L-115-5.2 Install New Aircraft Load Rated Concrete Handhole - Per Each REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. American National Standards Institute / Insulated Cable Engineers Association (ANSI/ICEA) ANSI/IEEE STD 81 IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System Advisory Circular (AC) AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-42 Specification for Airport Light Bases, Transformer Housings, Junction Boxes, and Accessories AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-53 Airport Lighting Equipment Certification Program Commercial Item Description (CID) A-A 59544 Cable and Wire, Electrical (Power, Fixed Installation) ASTM International (ASTM) ASTM A27 Standard Specification for Steel Castings, Carbon, for General Application ASTM A47 Standard Specification for Ferritic Malleable Iron Castings ASTM A48 Standard Specification for Gray Iron Castings ASTM A123 Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products ASTM A283 Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates CENTURY WEST ENGINEERING >ͲϭϭϱůĞĐƚƌŝĐĂůDĂŶŚŽůĞƐĂŶĚ:ƵŶĐƚŝŽŶ^ƚƌƵĐƚƵƌĞƐͲϴŽĨϴ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ ASTM A536 Standard Specification for Ductile Iron Castings ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement ASTM A897 Standard Specification for Austempered Ductile Iron Castings ASTM C144 Standard Specification for Aggregate for Masonry Mortar ASTM C150 Standard Specification for Portland Cement ASTM C206 Standard Specification for Finishing Hydrated Lime FAA Engineering Brief (EB) EB #83 In Pavement Light Fixture Bolts Mil Spec MIL-P-21035 Paint High Zinc Dust Content, Galvanizing Repair National Fire Protection Association (NFPA) NFPA-70 National Electrical Code (NEC) END OF ITEM L-115 CENTURY WEST ENGINEERING >ͲϭϮϱ/ŶƐƚĂůůĂƚŝŽŶŽĨŝƌƉŽƌƚ>ŝŐŚƚŝŶŐ^ǇƐƚĞŵƐͲϭŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item L-125 Installation of Airport Lighting Systems DESCRIPTION 125-1.1 This item shall consist of airport lighting systems furnished and installed in accordance with this specification, the referenced specifications, and the applicable advisory circulars (ACs). The systems shall be installed at the locations and in accordance with the dimensions, design, and details shown in the plans. This item shall include the furnishing of all equipment, materials, services, and incidentals necessary to place the systems in operation as completed units to the satisfaction of the Resident Project Representative (RPR). EQUIPMENT AND MATERIALS 125-2.1 General. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall be certified under the Airport Lighting Equipment Certification Program in accordance with AC 150/5345-53, current version. FAA certified airfield lighting shall be compatible with each other to perform in compliance with FAA criteria and the intended operation. If the Contractor provides equipment that does not performs as intended because of incompatibility with the system, the Contractor assumes all costs to correct the system for to operate properly. b. Manufacturer's certifications shall not relieve the Contractor of their responsibility to provide materials in accordance with these specifications and acceptable to the RPR. Materials supplied and/or installed that do not comply with these specifications shall be removed, when directed by the RPR and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. c. All materials and equipment used shall be submitted to the RPR for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Clearly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be clearly made with arrows or circles (highlighting is not acceptable). The Contractor shall be responsible for delays in the project accruing directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the RPR, to determine compliance with the plans and specifications. The Contractor's submittals shall be submitted in electronic PDF format. The RPR reserves the right to reject any or all equipment, materials or procedures, which, in the RPR’s opinion, does not meet the system design and the standards and codes, specified herein. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least 12 months or 4 years for LED fixtures from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. CENTURY WEST ENGINEERING >ͲϭϮϱ/ŶƐƚĂůůĂƚŝŽŶŽĨŝƌƉŽƌƚ>ŝŐŚƚŝŶŐ^ǇƐƚĞŵƐͲϮŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ EQUIPMENT AND MATERIALS 125-2.2 Conduit/Duct. Conduit shall conform to Specification Item L-110 Airport Underground Electrical Duct Banks and Conduits. 125-2.3 Cable and Counterpoise. Cable and Counterpoise shall conform to Item L-108 Underground Power Cable for Airports. 125-2.4 Tape. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88 respectively, as manufactured by 3M Company or an approved equal. 125-2.5 Cable Connections. Cable Connections shall conform to Item L-108 Installation of Underground Cable for Airports. 125-2.6 Retroreflective Markers. Not required. 125-2.7 Runway and Taxiway Lights. Runway and taxiway lights shall conform to the requirements of AC 150/5345-46. Lamps shall be of size and type indicated, or as required by fixture manufacturer for each lighting fixture required under this contract. Filters shall be of colors conforming to the specification for the light concerned or to the standard referenced. 125.2.8 In-pavement Runway and Taxiway Fixture Aiming a. L-850C, Edge. The axis of the fixture shall be parallel to the centerline of the runway. The indicator arrow on the top of the fixture shall point toward the runway centerline. Lights Type Class Mode Style Option Base Color Transformer Notes L-861T 2 1 N/A 4 L-867 Blue 10/15W LED L-861 N/A N/A N/A N/A L-867 Existing Existing Salvaged fixture reinstalled on new base can. L-850C N/A N/A N/A N/A L-868 Existing Existing Salvaged fixture reinstalled on new base can. 125-2.8 Runway and Taxiway Signs. Runway and Taxiway Guidance Signs should conform to the requirements of AC 150/5345-44. Signs Type Size Style Class Mode Notes L-858R 2 2 1 2 LED L-858Y 2 2 1 2 LED L-858L 2 2 1 2 LED L-858B 2 2 1 2 LED CENTURY WEST ENGINEERING >ͲϭϮϱ/ŶƐƚĂůůĂƚŝŽŶŽĨŝƌƉŽƌƚ>ŝŐŚƚŝŶŐ^ǇƐƚĞŵƐͲϯŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ 125-2.9 Runway End Identifier Light (REIL). Not required. 125-2.10 Precision Approach Path Indicator (PAPI). Not required. 125-2.11 Circuit Selector Cabinet. The circuit selector cabinet shall meet the requirements of AC 150/5345-5, Type L-847, three circuit control as indicated , Class A, indoor, Rating 1, for 6.6 amperes. 125-2.12 Light Base and Transformer Housings. Light Base and Transformer Housings should conform to the requirements of AC 150/5345-42. Light bases shall be Type L-867, Class 1A, or L-868, Class 1A, Size B shall be provided as indicated or as required to accommodate the fixture or device installed thereon. Base plates, cover plates, and adapter plates shall be provided to accommodate various sizes of fixtures. Provide with grounding lug as shown on the drawing. The Contractor is required to maintain an adequate supply of grade adjustment shims on the project site at all times. As indicated in the plans the contractor will be responsible for providing L-867 basecan extensions and/or spacer rings to meet required final grading adjustments around existing basecans. All L-868 bases installed in concrete pavement shall be installed with no more than one spacer ring of a thickness as required to accommodate conduit depths with new/existing grade. All L-868 bases installed in asphalt pavement shall be installed with a 6” deep extension and one 1/2-inch spacer ring for adjustment to pavement elevation changes or future mill and overlay construction. 125-2.13 Isolation Transformers. Isolation Transformers shall be Type L-830, size as required for each installation. Transformer shall conform to AC 150/5345-47. 125-2.14 Hardware. All bolts, nuts, washers and lock washers shall be stainless steel. Install using Loctite® Threadlocker Blue 242, Permatex® Medium Strength Threadlocker Blue, or approved equal. 125-2.14 Plug And Receptacle Cable Connectors. L-823, Type I, Class A, meeting the requirements of FAA AC 150/5345-26, current edition. INSTALLATION 125-3.1 Installation. The Contractor shall furnish, install, connect and test all equipment, accessories, conduit, cables, wires, buses, grounds and support items necessary to ensure a complete and operable airport lighting system as specified here and shown in the plans. The equipment installation and mounting shall comply with the requirements of the National Electrical Code and state and local code agencies having jurisdiction. The Contractor shall install the specified equipment in accordance with the applicable advisory circulars and the details shown on the plans. 125-3.2 Testing. All lights shall be fully tested by continuous operation for not less than 24 hours as a completed system prior to acceptance. The test shall include operating the constant current regulator in each step not less than 10 times at the beginning and end of the 24-hour test. The fixtures shall illuminate properly during each portion of the test. 125-3.3 Shipping and Storage. Equipment shall be shipped in suitable packing material to prevent damage during shipping. Store and maintain equipment and materials in areas protected from weather and physical damage. Any equipment and materials, in the opinion of the RPR, damaged during construction or storage CENTURY WEST ENGINEERING >ͲϭϮϱ/ŶƐƚĂůůĂƚŝŽŶŽĨŝƌƉŽƌƚ>ŝŐŚƚŝŶŐ^ǇƐƚĞŵƐͲϰŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ shall be replaced by the Contractor at no additional cost to the owner. Painted or galvanized surfaces that are damaged shall be repaired in accordance with the manufacturer’s recommendations. 125-3.4 Elevated and In-pavement Lights. Water, debris, and other foreign substances shall be removed prior to installing fixture base and light. A jig or holding device shall be used when installing each light fixture to ensure positioning to the proper elevation, alignment, level control, and azimuth control. Light fixtures shall be oriented with the light beams parallel to the runway or taxiway centerline and facing in the required direction. The outermost edge of fixture shall be level with the surrounding pavement. Surplus sealant or flexible embedding material shall be removed. The holding device shall remain in place until sealant has reached its initial set. METHOD OF MEASUREMENT 125-4.1 Runway and taxiway lights will be measured by the number of each type installed as completed units in place including new basecans, basecan extensions and spacer rings, flange rings, baseplates, ready for operation, and accepted by the RPR. Guidance and mandatory signs will be measured by the number of each type and size installed as completed units including new concrete foundations as indicated, in place, ready for operation, and accepted by the RPR. BASIS OF PAYMENT 125-5.1 Payment will be made at the Contract unit price for each complete runway or taxiway light, guidance sign installed by the Contractor and accepted by the RPR. This payment will be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools and incidentals necessary to complete this item including any excavation, backfill, base rock, and drain pipe required. Payment will be made under: Item L-125-5.1 Salvage Existing In-Pavement L-850C Runway Edge Light and Reinstall on Existing L-868 Base Can --per Each Item L-125-5.2 Salvage Existing Elevated L-861 Runway Edge Light and Reinstall on New L-867 Base Can – per Each Item L-125-5.3 Install New L-861T(L) LED Taxiway Edge Light with New Isolation Transformer and Hardware on Existing L-867 Base Can --per Each Item L-125-5.4 Install New L-861T(L) LED Taxiway Edge Light with New Isolation Transformer and Hardware including Base Can Extension/Spacer Rings on Existing L-867 Base Can --per Each Item L-125-5.5 Install New L-861T(L) LED Taxiway Edge Light with New Isolation Transformer and Hardware on New L-867 Base Can --per Each Item L-125-5.6 Install New L-852T(L) LED Taxiway Edge Light with New Isolation Transformer on New L-868 Base Can – Per Each Item L-125-5.7 Install New Size 2, 1 Module LED Airfield Guidance Sign with New Isolation Transformer on Existing Concrete Foundation – per Each Item L-125-5.8 Install New Size 2, 2 Module LED Airfield Guidance Sign with New Isolation Transformer on Existing Concrete Foundation – per Each CENTURY WEST ENGINEERING >ͲϭϮϱ/ŶƐƚĂůůĂƚŝŽŶŽĨŝƌƉŽƌƚ>ŝŐŚƚŝŶŐ^ǇƐƚĞŵƐͲϱŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item L-125-5.9 Install New Size 2, 4 Module LED Airfield Guidance Sign with New Isolation Transformer on Existing Concrete Foundation – per Each Item L-125-5.10 Install New Size 2, 2 Module LED Airfield Guidance Sign with New Isolation Transformer on New Concrete Foundation – per Each Item L-125-5.11 Install New Size 2, 4 Module LED Airfield Guidance Sign with New Isolation Transformer on New Concrete Foundation – per Each Item L-125-5.12 Salvage Existing In-Pavement L-850C Runway Edge Light and Reinstall on New L-868 Base Can --per Each 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. Advisory Circulars (AC) AC 150/5340-18 Standards for Airport Sign Systems AC 150/5340-26 Maintenance of Airport Visual Aid Facilities AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-5 Circuit Selector Switch AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-28 Precision Approach Path Indicator (PAPI) Systems AC 150/5345-39 Specification for L-853, Runway and Taxiway Retroreflective Markers AC 150/5345-42 Specification for Airport Light Bases, Transformer Housings, Junction Boxes, and Accessories AC 150/5345-44 Specification for Runway and Taxiway Signs AC 150/5345-46 Specification for Runway and Taxiway Light Fixtures AC 150/5345-47 Specification for Series to Series Isolation Transformers for Airport Lighting Systems AC 150/5345-51 Specification for Discharge-Type Flashing Light Equipment AC 150/5345-53 Airport Lighting Equipment Certification Program Engineering Brief (EB) EB No. 67 Light Sources Other than Incandescent and Xenon for Airport and Obstruction Lighting Fixtures END OF ITEM L-125 d,/^W'/EdEd/KE>>z>&d>E< EdhZzt^dE'/EZ/E' dͲϵϬϭ^ĞĞĚŝŶŐͲϭŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item T-901 Seeding DESCRIPTION 901-1.1 This item shall consist of soil preparation, seeding, fertilizing, and mulching the areas shown on the plans or as directed by the Engineer in accordance with these specifications. This application includes seeding for temporary erosion control as well as permanent establishment. MATERIALS 901-2.1 Seed. The species and application rates of grass, legume, and cover-crop seed furnished shall be those stipulated herein. Seed shall conform to the requirements of Federal Specification JJJ-S-181, Federal Specification, Seeds, Agricultural. Seed shall be furnished separately or in mixtures in standard containers labeled in conformance with the Agricultural Marketing Service (AMS) Seed Act and applicable state seed laws with the seed name, lot number, net weight, percentages of purity and of germination and hard seed, and percentage of maximum weed seed content clearly marked for each kind of seed. The Contractor shall furnish the Engineer duplicate signed copies of a statement by the vendor certifying that each lot of seed has been tested by a recognized laboratory for seed testing within six (6) months of date of delivery. This statement shall include name and address of laboratory, date of test, lot number for each kind of seed, and the results of tests as to name, percentages of purity and of germination, and percentage of weed content for each kind of seed furnished, and, in case of a mixture, the proportions of each kind of seed. Wet, moldy, or otherwise damaged seed will be rejected. Seeds shall be applied as follows: Seed Properties and Rate of Application Seed % By Weight Minimum Seed Purity (Percent) Minimum Germination (Percent) Rate of Application lb/acre (or lb/acre) Creeping Fescue 15 98 90 15 Perennial Rye 60 98 90 60 Chewings Fescue 25 98 90 25 Seeding shall be performed during the period between September 15th and April 30th inclusive, unless otherwise approved by the Engineer. 901-2.2 Lime. Not required. 901-2.3 Fertilizer. Fertilizer shall be standard commercial fertilizers supplied separately or in mixtures containing the percentages of total nitrogen, available phosphoric acid, and water-soluble potash. They shall be applied at the rate and to the depth specified and shall meet the requirements of applicable state laws. They shall be furnished in standard containers with name, weight, and guaranteed analysis of EdhZzt^dE'/EZ/E' dͲϵϬϭ^ĞĞĚŝŶŐͲϮŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ contents clearly marked thereon. No cyanamide compounds or hydrated lime shall be permitted in mixed fertilizers. The fertilizers may be supplied in one of the following forms: a. A dry, free-flowing fertilizer suitable for application by a common fertilizer spreader. b. A finely-ground fertilizer soluble in water, suitable for application by power sprayers; or c. A granular or pellet form suitable for application by blower equipment. Fertilizers shall be commercial fertilizer and shall be spread at the rate meeting the manufacturer’s recommendations. 901-2.4 Soil for repairs. The soil for fill and topsoiling of areas to be repaired shall be at least of equal quality to that which exists in areas adjacent to the area to be repaired. The soil shall be relatively free from large stones, roots, stumps, or other materials that will interfere with subsequent sowing of seed, compacting, and establishing turf, and shall be approved by the Engineer before being placed. 901-2.5 Mulch. Mulch shall consist of ground or chopped vegetative material spread evenly over disturbed surfaces. The following materials may be used for mulch: Mulch for wet application shall consist of cellulose fiber produced from virgin wood, straw, or paper fiber product mixed with tackifier consisting of gum binder derived from guar. Mulch shall be applied at a rate of 2,000 lbs. per acre. Sufficient tackifier shall be added to the mulch to achieve an application rate of 60 lbs./acre when applied. The soil for fill and topsoiling of areas to be repaired shall be at least of equal quality to that which exists. CONSTRUCTION METHODS 901-3.1 Advance preparation and cleanup. After grading of areas has been completed and before applying fertilizer and ground limestone, areas to be seeded shall be raked or otherwise cleared of stones larger than 2 inches in any diameter, sticks, stumps, and other debris that might interfere with sowing of seed, growth of grasses, or subsequent maintenance of grass-covered areas. If any damage by erosion or other causes has occurred after the completion of grading and before beginning the application of fertilizer and ground limestone, the Contractor shall repair such damage include filling gullies, smoothing irregularities, and repairing other incidental damage. An area to be seeded shall be considered a satisfactory seedbed without additional treatment if it has recently been thoroughly loosened and worked to a depth of not less than 5 inches as a result of grading operations and, if immediately prior to seeding, the top 3 inches of soil is loose, friable, reasonably free from large clods, rocks, large roots, or other undesirable matter, and if shaped to the required grade. When the area to be seeded is sparsely sodded, weedy, barren and unworked, or packed and hard, any grass and weeds shall first be cut or otherwise satisfactorily disposed of, and the soil then scarified or otherwise loosened to a depth not less than 5 inches. Clods shall be broken and the top 3 inches of soil shall be worked into a satisfactory seedbed by discing, or by use of cultipackers, rollers, drags, harrows, or other appropriate means. 901-3.2 Dry application method (Not Used). 901-3.3 Wet application method. a. General. The Contractor may elect to apply seed and fertilizer (and lime, if required) by spraying them on the previously prepared seedbed in the form of an aqueous mixture and by using the methods and equipment described herein. The rates of application shall be as specified in the special provisions. The application can be in a temporary erosion control method or as a permanent application. EdhZzt^dE'/EZ/E' dͲϵϬϭ^ĞĞĚŝŶŐͲϯŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ b. Spraying equipment. The spraying equipment shall have a container or water tank equipped with a liquid level gauge calibrated to read in increments not larger than 50 gallons over the entire range of the tank capacity, mounted so as to be visible to the nozzle operator. The container or tank shall also be equipped with a mechanical power-driven agitator capable of keeping all the solids in the mixture in complete suspension at all times until used. The unit shall also be equipped with a pressure pump capable of delivering 100 gallons per minute at a pressure of 100 lb / sq inches. The pump shall be mounted in a line that will recirculate the mixture through the tank whenever it is not being sprayed from the nozzle. All pump passages and pipelines shall be capable of providing clearance for 5/8 inch solids. The power unit for the pump and agitator shall have controls mounted so as to be accessible to the nozzle operator. There shall be an indicating pressure gauge connected and mounted immediately at the back of the nozzle. The nozzle pipe shall be mounted on an elevated supporting stand in such a manner that it can be rotated through 360 degrees horizontally and inclined vertically from at least 20 degrees below to at least 60 degrees above the horizontal. There shall be a quick-acting, three-way control valve connecting the recirculating line to the nozzle pipe and mounted so that the nozzle operator can control and regulate the amount of flow of mixture delivered to the nozzle. At least three different types of nozzles shall be supplied so that mixtures may be properly sprayed over distance varying from 20 to 100 feet. One shall be a close-range ribbon nozzle, one a medium-range ribbon nozzle, and one a long-range jet nozzle. For case of removal and cleaning, all nozzles shall be connected to the nozzle pipe by means of quick-release couplings. In order to reach areas inaccessible to the regular equipment, an extension hose at least 50 feet in length shall be provided to which the nozzles may be connected. c. Mixtures. Lime, if required, shall be applied separately, in the quantity specified, prior to the fertilizing and seeding operations. Not more than 220 pounds of lime shall be added to and mixed with each 100 gallons of water. Seed and fertilizer shall be mixed together in the relative proportions specified, but not more than a total of 220 pounds of these combined solids shall be added to and mixed with each 100 gallons of water. All water used shall be obtained from fresh water sources and shall be free from injurious chemicals and other toxic substances harmful to plant life. The Contractor shall identify to the Engineer all sources of water at least two (2) weeks prior to use. The Engineer may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source that is disapproved by the Engineer following such tests. All mixtures shall be constantly agitated from the time they are mixed until they are finally applied to the seedbed. All such mixtures shall be used within two (2) hours from the time they were mixed, or they shall be wasted and disposed of at approved locations. d. Spraying. Lime, if required, shall be sprayed only upon previously prepared seedbeds. After the applied lime mixture has dried, the lime shall be worked into the top 3 inches, after which the seedbed shall again be properly graded and dressed to a smooth finish. Mixtures of seed and fertilizer shall only be sprayed upon previously prepared seedbeds on which the lime, if required, shall already have been worked in. The mixtures shall be applied by means of a high- pressure spray that shall always be directed upward into the air so that the mixtures will fall to the ground like rain in a uniform spray. Nozzles or sprays shall never be directed toward the ground in such a manner as might produce erosion or runoff. EdhZzt^dE'/EZ/E' dͲϵϬϭ^ĞĞĚŝŶŐͲϰŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Particular care shall be exercised to ensure that the application is made uniformly and at the prescribed rate and to guard against misses and overlapped areas. Proper predetermined quantities of the mixture in accordance with specifications shall be used to cover specified sections of known area. Checks on the rate and uniformity of application may be made by observing the degree of wetting of the ground or by distributing test sheets of paper or pans over the area at intervals and observing the quantity of material deposited thereon. On surfaces that are to be mulched as indicated by the plans or designated by the Engineer, seed and fertilizer applied by the spray method need not be raked into the soil or rolled. However, on surfaces on which mulch is not to be used, the raking and rolling operations will be required after the soil has dried. 901-3.4 Maintenance of seeded areas. The Contractor shall protect seeded areas against traffic or other use by warning signs or barricades, as approved by the Engineer. Surfaces gullied or otherwise damaged following seeding shall be repaired by regrading and reseeding as directed. The Contractor shall mow, water as directed, and otherwise maintain seeded areas in a satisfactory condition until final inspection and acceptance of the work. When either the dry or wet application method outlined above is used for work done out of season, it will be required that the Contractor establish a good stand of grass of uniform color and density to the satisfaction of the Engineer. A grass stand shall be considered adequate when bare spots are one square foot or less, randomly dispersed, and do not exceed 3% of the area seeded. METHOD OF MEASUREMENT 901-4.1 The quantity of Seeding to be paid for shall be the number of acres measured on the ground surface, completed, and accepted. Temporary hydroseeding seeding used for erosion control purposes shall also be measured under this item per acre measured or fraction thereof. 901-4.2 The quantity of Mulch to be paid for shall be the number of acres measured on the ground surface, completed, and accepted. Temporary mulching used for erosion control purposes shall also be measured under this item per acre measured or fraction thereof. BASIS OF PAYMENT 901-5.1 Payment shall be made at the contract unit price per acre or fraction thereof, which price and payment shall be full compensation for furnishing and placing all material and for all labor, equipment, tools, and incidentals necessary to complete the work prescribed in this item. Payment will be made under: Item T-901-5.1 Seeding - per acre 901-5.2 Payment shall be made at the contract unit price per acre or fraction thereof, which price and payment shall be full compensation for furnishing and placing all material and for all labor, equipment, tools, and incidentals necessary to complete the work prescribed in this item. Payment will be made under: Item T-901-5.2 Mulch - per acre EdhZzt^dE'/EZ/E' dͲϵϬϭ^ĞĞĚŝŶŐͲϱŽĨϱ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International (ASTM) ASTM C602 Standard Specification for Agricultural Liming Materials Federal Specifications (FED SPEC) FED SPEC JJJ-S-181, Federal Specification, Seeds, Agricultural Advisory Circulars (AC) AC 150/5200-33 Hazardous Wildlife Attractants on or Near Airports FAA/United States Department of Agriculture Wildlife Hazard Management at Airports, A Manual for Airport Personnel END OF ITEM T-901 d,/^W'/EdEd/KE>>z>&d>E< EdhZzt^dE'/EZ/E' dͲϵϬϱdKW^K/>ͲϭŽĨϰ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ Item T-905 Topsoil DESCRIPTION 905-1.1 This item shall consist of preparing the ground surface for topsoil application, removing topsoil from designated stockpiles or areas to be stripped on the site or from approved sources off the site, and placing and spreading the topsoil on prepared areas in accordance with this specification at the locations shown on the plans or as directed by the RPR. MATERIALS 905-2.1 Topsoil. Topsoil shall be the surface layer of soil with no admixture of refuse or any material toxic to plant growth, and it shall be reasonably free from subsoil and stumps, roots, brush, stones (2 inches or more in diameter), and clay lumps or similar objects. Brush and other vegetation that will not be incorporated with the soil during handling operations shall be cut and removed. Ordinary sod and herbaceous growth such as grass and weeds are not to be removed but shall be thoroughly broken up and intermixed with the soil during handling operations. Heavy sod or other cover, which cannot be incorporated into the topsoil by discing or other means, shall be removed. The topsoil or soil mixture, unless otherwise specified or approved, shall have a pH range of approximately 5.5 pH to 7.6 pH, when tested in accordance with the methods of testing of the Association of Official Agricultural Chemists in effect on the date of invitation of bids. The organic content shall be not less than 3% nor more than 20% as determined by the wet-combustion method (chromic acid reduction). There shall be not less than 20% nor more than 80% of the material passing the 200 mesh sieve as determined by the wash test in accordance with ASTM C117. Natural topsoil may be amended by the Contractor with approved materials and methods to meet the above specifications. 905-2.2 Inspection and tests. Within 10 days following acceptance of the bid, the RPR shall be notified of the source of topsoil to be furnished by the Contractor. The topsoil shall be inspected to determine if the selected soil meets the requirements specified and to determine the depth to which stripping will be permitted. At this time, the Contractor may be required to take representative soil samples from several locations within the area under consideration and to the proposed stripping depths, for testing purposes as specified in paragraph 905-2.1. EdhZzt^dE'/EZ/E' dͲϵϬϱdKW^K/>ͲϮŽĨϰ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ CONSTRUCTION METHODS 905-3.1 General. Areas to be topsoiled shall be shown on the plans. If topsoil is available on the site, the location of the stockpiles or areas to be stripped of topsoil and the stripping depths shall be shown on the plans. Suitable equipment necessary for proper preparation and treatment of the ground surface, stripping of topsoil, and for the handling and placing of all required materials shall be on hand, in good condition, and approved by the RPR before the various operations are started. 905-3.2 Preparing the ground surface. Immediately prior to dumping and spreading the topsoil on any area, the surface shall be loosened by discs or spike-tooth harrows, or by other means approved by the RPR, to a minimum depth of 2 inches to facilitate bonding of the topsoil to the covered subgrade soil. The surface of the area to be topsoiled shall be cleared of all stones larger than 2 inches in any diameter and all litter or other material which may be detrimental to proper bonding, the rise of capillary moisture, or the proper growth of the desired planting. Limited areas, as shown on the plans, which are too compact to respond to these operations shall receive special scarification. Grades on the area to be topsoiled, which have been established by others as shown on the plans, shall be maintained in a true and even condition. Where grades have not been established, the areas shall be smooth-graded and the surface left at the prescribed grades in an even and compacted condition to prevent the formation of low places or pockets where water will stand. 905-3.3 Obtaining topsoil. Prior to the stripping of topsoil from designated areas, any vegetation, briars, stumps and large roots, rubbish or stones found on such areas, which may interfere with subsequent operations, shall be removed using methods approved by the RPR. Heavy sod or other cover, which cannot be incorporated into the topsoil by discing or other means shall be removed. When suitable topsoil is available on the site, the Contractor shall remove this material from the designated areas and to the depth as directed by the RPR. The topsoil shall be spread on areas already tilled and smooth-graded or stockpiled in areas approved by the RPR. Any topsoil stockpiled by the Contractor shall be rehandled and placed without additional compensation. Any topsoil that has been stockpiled on the site by others, and is required for topsoil purposes, shall be removed and placed by the Contractor. The sites of all stockpiles and areas adjacent thereto which have been disturbed by the Contractor shall be graded if required and put into a condition acceptable for seeding. When suitable topsoil is secured off the airport site, the Contractor shall locate and obtain the supply, subject to the approval of the RPR. The Contractor shall notify the RPR sufficiently in advance of operations in order that necessary measurements and tests can be made. The Contractor shall remove the topsoil from approved areas and to the depth as directed. The topsoil shall be hauled to the site of the work and placed for spreading or spread as required. Any topsoil hauled to the site of the work and stockpiled shall be rehandled and placed without additional compensation. 905-3.4 Placing topsoil. The topsoil shall be evenly spread on the prepared areas to a uniform depth of 2 inches after compaction, unless otherwise shown on the plans or stated in the special provisions. Spreading shall not be done when the ground or topsoil is frozen, excessively wet, or otherwise in a condition detrimental to the work. Spreading shall be carried on so that turfing operations can proceed with a minimum of soil preparation or tilling. After spreading, any large, stiff clods and hard lumps shall be broken with a pulverizer or by other effective means, and all stones or rocks (2 inches or more in diameter), roots, litter, or any foreign matter shall be raked up and disposed of by the Contractor. after spreading is completed, the topsoil shall be satisfactorily compacted by rolling with a cultipacker or by other means approved by the RPR. The EdhZzt^dE'/EZ/E' dͲϵϬϱdKW^K/>ͲϯŽĨϰ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ compacted topsoil surface shall conform to the required lines, grades, and cross-sections. Any topsoil or other dirt falling upon pavements as a result of hauling or handling of topsoil shall be promptly removed. METHOD OF MEASUREMENT 905-4.1 Topsoil shall be measured by the number of cubic yards of topsoil measured in its final position, completed and accepted. Topsoil shall be measured by volume in cubic yards computed by the method of end areas. BASIS OF PAYMENT 905-5.1 Payment will be made at the contract unit price per cubic yard for topsoil. This price shall be full compensation for furnishing all materials and for all preparation, placing, and spreading of the materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item T-905-5.1 Topsoil - per cubic yard REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. ASTM International (ASTM) ASTM C117 Materials Finer than 75 Em (No. 200) Sieve in Mineral Aggregates by Washing Advisory Circulars (AC) AC 150/5200-33 Hazardous Wildlife Attractants on or Near Airports FAA/United States Department of Agriculture Wildlife Hazard Management at Airports, A Manual for Airport Personnel EdhZzt^dE'/EZ/E' dͲϵϬϱdKW^K/>ͲϰŽĨϰ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ END OF ITEM T-905 (b´ϙ®(ϙ(b@Ib((Ib@ tͲϭϬϬtĂƚĞƌDĂŝŶƐͲϭŽĨϭϰ WZ/>ϮϬϮϱͮηϯϱϬϮϮ͘ϬϬϴ͘ϬϮ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CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST The situations identified below are potentially hazardous conditions that may occur during airport construction projects. Safety area encroachments, unauthorized and improper ground vehicle operations, and unmarked or uncovered holes and trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport construction projects. The list below is one tool that the airport operator or contractor may use to aid in identifying and correcting potentially hazardous conditions. It should be customized as appropriate for each project including information such as the date, time and name of the person conducting the inspection. Table D-1. Potentially Hazardous Conditions Item Action Required (Describe) No Action Required (Check) Excavation adjacent to runways, taxiways, and aprons improperly backfilled. Mounds of earth, construction materials, temporary structures, and other obstacles near any open runway, taxiway, or taxi lane; in the related Object Free area and aircraft approach or departure areas/zones; or obstructing any sign or marking. Runway resurfacing projects resulting in lips exceeding 3 inch (7.6 cm) from pavement edges and ends. Heavy equipment (stationary or mobile) operating or idle near AOA, in runway approaches and departures areas, or in OFZ. Equipment or material near NAVAIDs that may degrade or impair radiated signals and/or the monitoring of navigation and visual aids. Unauthorized or improper vehicle operations in localizer or glide slope critical areas, resulting in electronic interference and/or facility shutdown. Tall and especially relatively low visibility units (that is, equipment with slim profiles) — cranes, drills, and similar objects — located in critical areas, such as OFZ and 12/13/2017 AC 150/5370-2G D-2 Item Action Required (Describe) No Action Required (Check) approach zones. Improperly positioned or malfunctioning lights or unlighted airport hazards, such as holes or excavations, on any apron, open taxiway, or open taxi lane or in a related safety, approach, or departure area. Obstacles, loose pavement, trash, and other debris on or near AOA. Construction debris (gravel, sand, mud, paving materials) on airport pavements may result in aircraft propeller, turbine engine, or tire damage. Also, loose materials may blow about, potentially causing personal injury or equipment damage. Inappropriate or poorly maintained fencing during construction intended to deter human and animal intrusions into the AOA. Fencing and other markings that are inadequate to separate construction areas from open AOA create aviation hazards. Improper or inadequate marking or lighting of runways (especially thresholds that have been displaced or runways that have been closed) and taxiways that could cause pilot confusion and provide a potential for a runway incursion. Inadequate or improper methods of marking, barricading, and lighting of temporarily closed portions of AOA create aviation hazards. Wildlife attractants — such as trash (food scraps not collected from construction personnel activity), grass seeds, tall grass, or standing water — on or near airports. Obliterated or faded temporary markings on active operational areas. Misleading or malfunctioning obstruction lights. Unlighted or unmarked obstructions in the approach to any open runway pose aviation hazards. 12/13/2017 AC 150/5370-2G D-3 Item Action Required (Describe) No Action Required (Check) Failure to issue, update, or cancel NOTAMs about airport or runway closures or other construction related airport conditions. Failure to mark and identify utilities or power cables. Damage to utilities and power cables during construction activity can result in the loss of runway / taxiway lighting; loss of navigation, visual, or approach aids; disruption of weather reporting services; and/or loss of communications. Restrictions on ARFF access from fire stations to the runway / taxiway system or airport buildings. Lack of radio communications with construction vehicles in airport movement areas. Objects, regardless of whether they are marked or flagged, or activities anywhere on or near an airport that could be distracting, confusing, or alarming to pilots during aircraft operations. Water, snow, dirt, debris, or other contaminants that temporarily obscure or derogate the visibility of runway/taxiway marking, lighting, and pavement edges. Any condition or factor that obscures or diminishes the visibility of areas under construction. Spillage from vehicles (gasoline, diesel fuel, oil) on active pavement areas, such as runways, taxiways, aprons, and airport roadways. Failure to maintain drainage system integrity during construction (for example, no temporary drainage provided when working on a drainage system). 12/13/2017 AC 150/5370-2G D-4 Item Action Required (Describe) No Action Required (Check) Failure to provide for proper electrical lockout and tagging procedures. At larger airports with multiple maintenance shifts/workers, construction contractors should make provisions for coordinating work on circuits. Failure to control dust. Consider limiting the amount of area from which the contractor is allowed to strip turf. Exposed wiring that creates an electrocution or fire ignition hazard. Identify and secure wiring, and place it in conduit or bury it. Site burning, which can cause possible obscuration. Construction work taking place outside of designated work areas and out of phase. Renton Municipal Airport Taxiway A Rehabilitation Project – Construction Safety and Phasing Plan 21 $WWDFKPHQW% 6SHFLILFDWLRQ6HFWLRQ& 5HIHUWR&RQWUDFW'RFXPHQWV d,/^W'/EdEd/KE>>z>&d>E< Renton Municipal Airport Taxiway A Rehabilitation Project – Construction Safety and Phasing Plan 22 $WWDFKPHQW& :RUN$UHDDQG6DIHW\3ODQV 5HIHUWR&RQWUDFW'RFXPHQWV d,/^W'/EdEd/KE>>z>&d>E< Renton Municipal Airport Taxiway A Rehabilitation Project – Construction Safety and Phasing Plan 23 $WWDFKPHQW' 6DIHW\3ODQ&RPSOLDQFH'RFXPHQW7HPSODWH d,/^W'/EdEd/KE>>z>&d>E< $&*6$)(7<3/$1&203/,$1&('2&80(1763&' :25.6+((7)25$,53257352-(&76 &RQWUDFWRU¶V5HVSRQVLELOLW\ )ROORZLQJ )HGHUDO $YLDWLRQ $GPLQLVWUDWLRQ )$$ $GYLVRU\ &LUFXODU * DQ 63&'IRUDSURMHFWVKDOOEHVXEPLWWHGWRWKH(QJLQHHUIRUUHYLHZDQGDSSURYDO7KLV VKRXOGEHVXEPLWWHGDPLQLPXPRIGD\VSULRUWRWKHSUHFRQVWUXFWLRQFRQIHUHQFH7KH QRWLFHWRSURFHHGFDQQRWEHLVVXHGZLWKRXWDSSURYDORIWKLVGRFXPHQW 7KH63&'VKDOOEHSUHSDUHGLQDGHWDLOHGZULWWHQDQGSLFWRULDOIRUPDWWKDWLGHQWLILHVWKH WLPLQJDQGPHWKRGRORJ\IRUWKHFRQWUDFWRU VFRPSOLDQFHZLWKWKHSURMHFW¶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¶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³1R VXSSOHPHQWDOLQIRUPDWLRQLVSURSRVHG´ 7KHFRQWUDFWRUVKDOOGHVFULEHWKHIUHTXHQF\RILQVSHFWLRQVWRHQVXUHFRQVWUXFWLRQ SHUVRQQHOFRPSO\ZLWKWKH&633DQG63&'DQGWKDWWKHUHDUHQRDOWHUHGFRQVWUXFWLRQ DFWLYLWLHVWKDWFRXOGFUHDWHSRWHQWLDOVDIHW\KD]DUGV,QVSHFWLRQVVKDOOHQVXUHWKDWDOO SURSHUVDIHW\GHYLFHVVLJQVGHPDUFDWLRQVHWFDUHLQSODFHDQGLQSURSHUZRUNLQJ RUGHULQDFFRUGDQFHZLWKWKHDSSURYHG&633 63&'$&RQVWUXFWLRQ3URMHFW'DLO\ 6DIHW\,QVSHFWLRQ&KHFNOLVWLVLQFOXGLQJLQ$WWDFKPHQW$IRUUHIHUHQFH D E F 3URYLGHDGHVFULSWLRQRIFRQWUDFWRU¶VSODQWRUHVWULFWPRYHPHQWRIFRQVWUXFWLRQYHKLFOHV DQG SHUVRQQHO WR SHUPLWWHG FRQVWUXFWLRQ DUHDV E\ IODJJLQJ EDUULFDGLQJ HUHFWLQJ WHPSRUDU\IHQFLQJRUSURYLGLQJHVFRUWVDVDSSURSULDWHDQGDVVSHFLILHGLQWKH&633 ,QFOXGH WKH DSSURSULDWH SODQ VKHHWV WR LGHQWLI\ WLPLQJ DQGRU ORFDWLRQ RI FRQWURO PHDVXUHV D E F 3URYLGHDGHVFULSWLRQRIFRQWUDFWRU¶VSODQWRHQVXUHWKDWQRFRQWUDFWRUHPSOR\HHV HPSOR\HHVRIVXEFRQWUDFWRUVRUVXSSOLHUVRURWKHUSHUVRQVHQWHUDQ\SDUWRIWKHDLU RSHUDWLRQVDUHD$2$XQOHVVDXWKRUL]HG D E F 3URYLGHDGHVFULSWLRQDQGVFKHGXOHIRUDQ\DQWLFLSDWHGVXSSOHPHQWDOVXEPLWWDOWKURXJK WKHDLUSRUWRSHUDWRURI)RUPIRUWKHSXUSRVHRIFRQGXFWLQJDQDHURQDXWLFDO VWXG\RIFRQWUDFWRUHTXLSPHQWVXFKDVWDOOHTXLSPHQWFUDQHVFRQFUHWHSXPSVDQG RWKHUHTXLSPHQWVWRFNSLOHVDQGKDXOURXWHVZKHQGLIIHUHQWIURPFDVHVSUHYLRXVO\ ILOHGDVSDUWRIWKH&633 D E F 3URYLGHDGHVFULSWLRQRIFRQWUDFWRU¶VSODQWRHQVXUHWKDWFRQVWUXFWLRQSHUVRQQHODUH IDPLOLDUZLWKWKHVDIHW\SURFHGXUHVDQGUHJXODWLRQVRQWKHDLUSRUWWKH&633DQGWKH 63&' D E F 63&'$PHQGPHQW 7KH63&'VKDOOEHDPHQGHGDQ\WLPHWKHUHLVDFRQVWUXFWLRQSUDFWLFHSURSRVHGE\WKH FRQWUDFWRUWKDWGRHVQRWFRQIRUPWRWKH&633DQG63&'DQGPD\LPSDFWWKHDLUSRUW¶V RSHUDWLRQDOVDIHW\7KLVZLOOUHTXLUHDUHYLVLRQWRWKH&633DQG63&'DQGUHFRRUGLQDWLRQ ZLWKWKHDLUSRUWRSHUDWRUDQGWKH)$$LQDGYDQFH &HUWLILFDWLRQ ,BBBBBBBBBBBBBBBBBBBBBBBKDYHUHDGWKH5HQWRQ0XQLFLSDO$LUSRUW7D[LZD\$ $VVRFLDWHG,PSURYHPHQWV3URMHFW&633DSSURYHGRQBBBBBBBBBBBBBBBDQGZLOODELGH E\LWDVZULWWHQDQGZLWKWKHIROORZLQJDGGLWLRQVDVQRWHGDERYH,IQRDGGLWLRQVDUHQRWHG DERYH,GHFODUHWKDW1R6XSSOHPHQWDO,QIRUPDWLRQLVSURSRVHG 3ULQW1DPH7LWOH 6LJQDWXUH'DWH d,/^W'/EdEd/KE>>z>&d>E< City of Renton Contract Provisions for Taxiway A Rehabilitation and Associated Improvements ______________________________________________________________________________ APPENDIX B. DAVIS BACON WAGE RATE SCHEDULE d,/^W'/EdEd/KE>>z>&d>E< d,/^W'/EdEd/KE>>z>&d>E< ŝƚǇŽĨZĞŶƚŽŶ ŽŶƚƌĂĐƚWƌŽǀŝƐŝŽŶƐĨŽƌ dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ WWE/yϭ͘>KZΘ/Eh^dZ/^:KhZEz>s>t'Zd^,h> WWE/yϮ͘>KZΘ/Eh^dZ/^E&/dK<z d,/^W'/EdEd/KE>>z>&d>E< City of Renton Contract Provisions for Taxiway A Rehabilitation and Associated Improvements ______________________________________________________________________________ APPENDIX D. BUY AMERICAN CONFORMANCE LISTING d,/^W'/EdEd/KE>>z>&d>E< dĂǆŝǁĂǇZĞŚĂďŝůŝƚĂƚŝŽŶĂŶĚƐƐŽĐŝĂƚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐ ƵǇŵĞƌŝĐĂŶŽŶĨŽƌŵĂŶĐĞ>ŝƐƚŝŶŐ ϮϬϮϱ ƵǇŵĞƌŝĐĂŶŽŶĨŽƌŵĂŶĐĞ>ŝƐƚŝŶŐ dŝƚůĞϰϵh͘^͘^ĞĐƚŝŽŶϱϬϭϬϭ;ďͿ &ŽƌŝƌĨŝĞůĚĞǀĞůŽƉŵĞŶƚWƌŽũĞĐƚƐĨƵŶĚĞĚƵŶĚĞƌƚŚĞ ŝƌƉŽƌƚ/ŵƉƌŽǀĞŵĞŶƚWƌŽŐƌĂŵ •WƌĞƉĂƌĂƚŝŽŶŽĨĂŽŶƚĞŶƚWĞƌĐĞŶƚĂŐĞtŽƌŬƐŚĞĞƚŝƐŶŽƚŶĞĐĞƐƐĂƌǇĨŽƌĞƋƵŝƉŵĞŶƚůŝƐƚĞĚŽŶƚŚĞ &EĂƚŝŽŶǁŝĚĞƵǇŵĞƌŝĐĂŶtĂŝǀĞƌƐ/ƐƐƵĞĚůŝƐƚŝŶŐ͗ ŚƚƚƉƐ͗ͬͬǁǁǁ͘ĨĂĂ͘ŐŽǀͬĂŝƌƉŽƌƚƐͬĂŝƉͬďƵǇͺĂŵĞƌŝĐĂŶͬŵĞĚŝĂͬŶĂƚŝŽŶǁŝĚĞͲďƵǇͲĂŵĞƌŝĐĂŶͲǁĂŝǀĞƌƐͲ ŝƐƐƵĞĚ͘ƉĚĨ •ŝĚĚĞƌƐŚĂůůƐƵďŵŝƚĂůŝƐƚŝŶŐŽĨĞƋƵŝƉŵĞŶƚŝƚƉƌŽƉŽƐĞƐƚŽŝŶƐƚĂůůŽŶƚŚĞƉƌŽũĞĐƚƚŚĂƚŝƐŝŶĐůƵĚĞĚ ŽŶƚŚĞĐƵƌƌĞŶƚ&EĂƚŝŽŶǁŝĚĞƵǇŵĞƌŝĐĂŶtĂŝǀĞƌƐ/ƐƐƵĞĚĐŽŶĨŽƌŵĂŶĐĞůŝƐƚ͘ •dŚŝƐĨŽƌŵŝƐƚŽďĞĨŝůůĞĚŽƵƚĂŶĚƐƵďŵŝƚƚĞĚƚŽƚŚĞKǁŶĞƌǁŝƚŚŝŶϳĚĂǇƐŽĨƚŚĞŶŽƚŝĐĞŽĨ ĂƉƉĂƌĞŶƚůŽǁďŝĚ͘ ƋƵŝƉŵĞŶƚdǇƉĞEĂŵĞŽĨDĂŶƵĨĂĐƚƵƌĞƌWƌŽĚƵĐƚEƵŵďĞƌ ĞƌƚŝĨŝĐĂƚŝŽŶ^ŝŐŶĂƚƵƌĞ͗ ŝĚĚĞƌŚĞƌĞďǇĐĞƌƚŝĨŝĞƐƚŚĂƚƚŚĞĂďŽǀĞůŝƐƚĞĚĞƋƵŝƉŵĞŶƚ͕ǁŚŝĐŚǁĞƉƌŽƉŽƐĞĨŽƌŝŶƐƚĂůůĂƚŝŽŶŽŶƚŚĞ ƐƵďũĞĐƚƉƌŽũĞĐƚ͕ĂƌĞŽŶƚŚĞĐƵƌƌĞŶƚ&EĂƚŝŽŶǁŝĚĞƵǇŵĞƌŝĐĂŶtĂŝǀĞƌƐ/ƐƐƵĞĚůŝƐƚĂƐĞƐƚĂďůŝƐŚĞĚĂƚ͗ ŚƚƚƉƐ͗ͬͬǁǁǁ͘ĨĂĂ͘ŐŽǀͬĂŝƌƉŽƌƚƐͬĂŝƉͬďƵǇͺĂŵĞƌŝĐĂŶͬŵĞĚŝĂͬŶĂƚŝŽŶǁŝĚĞͲďƵǇͲĂŵĞƌŝĐĂŶͲǁĂŝǀĞƌƐͲ ŝƐƐƵĞĚ͘ƉĚĨ /ŚĞƌĞďǇĐĞƌƚŝĨǇƚŚĞĂďŽǀĞŝŶĨŽƌŵĂƚŝŽŶŝƐĂĐĐƵƌĂƚĞĂŶĚĐŽŵƉůĞƚĞ͘ ŝĚĚĞƌΖƐ&ŝƌŵEĂŵĞĂƚĞ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ^ŝŐŶĂƚƵƌĞ d,/^W'/EdEd/KE>>z>&d>E< FAA Form 5100-136 (/2023) Page i of iv U.S. Department of Transportation Federal Aviation Administration FAA Form 5100-136, Buy American Project/Product Content Percentage Calculation – Worksheet Paperwork Reduction Act Burden Statement A federal agency may not conduct or sponsor, and a person is not required to respond to, nor shall a person be subject to a penalty for failure to comply with a collection of information subject to the requirements of the Paperwork Reduction Act unless that collection of information displays a currently valid OMB Control Number. The OMB Control Number for this information collection is 2120-0569. Public reporting for this collection of information is estimated to be approximately 8 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, completing and reviewing the collection of information. All responses to this collection ofinformation are required under 49 U.S.C. Section 47105 to retain a benefit and to meet the reporting requirements of 2 CFR 200. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to: Information Collection Clearance Officer, Federal Aviation Administration, 10101 Hillwood Parkway, Fort Worth, TX 76177-1524. Instructions for FAA Form 5100-136, Buy American Preference - Content Percentage Worksheet General Instructions/Information This form is intended for use by applicants (manufacturers, contractors, suppliers) for an FAA Buy American Preference waiver of the requirements of section 70914 of the Build America, Buy America (BABA) Act included in the Infrastructure Investment and Jobs Act (IIJA) (Pub. L. No. 117-58). This form and the Final Assembly Questionnaire (FAA form 137) must be submitted together for all waiver requests. Complete the below sections. Applicant Information Section Enter applicant and point-of-contact information. FAA Form 5100-136 (/2023) Page ii of iv Project/Product Information Section (The Final Project) Enter summary information about the specific FAA eligible project for which this waiver is requested, including the calculated costs and percentage information from the project material structure worksheet. FAA Buy American Preference Compliance Section (“Construction Materials”) Enter summary cost and percentage information about the presence of non-domestic portions of iron, steel, or other singular “construction materials” that consist primarily of non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber; or drywall which are not combined with any of other materials through a manufacturing process. Use of Non-Domestic Construction Materials Justification Section Enter a description of your good faith efforts made to locate and secure domestic materials that are not 100% domestically produced in the United States, including the use of the Supplier Scouting by the Manufacturing Extension Partnership (MEP) or market research. This information is required for any non-U.S. portions of structural steel and or iron. Project Material Structure Worksheet (Manufactured Goods) Enter onto the worksheet the final project and manufactured component/subcomponent items, prices and total costs, excluding labor and retail markup through level 2 only. Eligible materials below level two should be included with its associated component or subcomponent. Price multiplied by quantity equals costs. For additional information on how to complete this form, contact the FAA regional or airport district office associated with the airport worksite, or for assistance for other waivers, contact FAA headquarters via the AIP Buy American Preference Requirements webpage. Level. Enter material level 0, 1, or 2. Level 0 is the final product, Level 1 is a component, and Level 2 is a sub-component. Part Number. Enter a reference number used to track the item. Item Description. Enter a concise but clear description of the item. Quantity. Enter the quantity of the item described in the product/project. Unit of Measure. Enter the unit of measure used for the item. Examples: Each, Ton, or Sq. Ft. Price/Unit of Measure. Enter the price for each unit of the item. FAA Form 5100-136 (/2023) Page iii of iv U.S. Origin Price/Unit of Measure. Enter the price for each unit of U.S. origin. U.S. Origin Cost. Enter the total cost. Non-U.S. Price/Unit of Measure. Enter the price for each unit not of U.S. origin. Non-U.S. Cost. Enter the total cost of the item not of U.S. origin. Country of Non-U.S. Materials. Enter the country or countries of origin for all non-U.S. materials. Enter “Not applicable” if only U.S. materials are used for the item. Example A – Completed Material Structure Worksheet On the next page is an illustration of a Project Material Structure Worksheet. In this illustration, the final project and each manufactured component/subcomponent costs, excluding labor and retail mark-up, are listed. The total cost of materials, excluding labor and retail mark-up is $720,000 ($565,000 of U.S. costs and $155,000 Non-U.S. costs). Items [materials] combined through a manufacturing process may be indicated as a manufactured component/subcomponent. Unit of measure prices are multiplied by the quantity to identify costs. The sum of each component/subcomponents is equal to the amounts in the final project. Eligible materials below level 2 may be included within a manufactured good in levels 1 or 2. Ineligible or excluded materials should be omitted. The country of origin of all non-U.S. material are listed by each component and the final product. Other variations of the project components/subcomponents are possible as each manufacturer may produce or apply components/subcomponents differently. FA A F o r m 5 1 0 0 - 1 3 6 ( /2 0 2 3 ) Pa g e i v o f i v Le v e l ( 0 , 1, 2 ) Pa r t Nu m b e r It e m D e s c r i p t i o n Qu a n t i t y Un i t o f Me a s u r e Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Co s t No n - U . S Pr i c e / U n i t of M e a s u r e No n - U . S . Co s t Co u n t r y o f No n U . S . Ma t e r i a l s 0 R e f # F i n a l P r o j e c t 1 E a c h $7 2 0 , 0 0 0 $ 4 2 5 , 0 0 0 $5 6 5 , 0 0 0 $ 7 2 , 5 0 0 $1 5 5 , 0 0 0 Co u n t r y A , Co u n t r y B , Co u n t r y C 1R e f # Ma n u f a c t u r e d Co m p o n e n t 4T o n $3 2 0 , 0 0 0 $ 7 0 , 0 0 0 $2 1 0 , 0 0 0 $ 2 7 , 5 0 0 $1 1 0 , 0 0 0 No n - U . S . Co u n t r y A 1R e f # Ma n u f a c t u r e d Co m p o n e n t 1E a c h $1 0 0 , 0 0 0 $ 1 0 0 , 0 0 0 $1 0 0 , 0 0 0 $ 0 $0 No t Ap p l i c a b l e 1R e f # Ma n u f a c t u r e d Co m p o n e n t 1E a c h $2 5 , 0 0 0 $ 2 5 , 0 0 0 $2 5 , 0 0 0 $ 0 $0 No t Ap p l i c a b l e 1R e f # Ma n u f a c t u r e d Co m p o n e n t 1S q . F t . $1 0 0 , 0 0 0 $ 6 0 , 0 0 0 $6 0 , 0 0 0 $ 4 0 , 0 0 0 $4 0 , 0 0 0 No n - U . S . Co u n t r y B 2R e f # Ma n u f a c t u r e d Su b c o m p o n e n t 1E a c h $2 5 , 0 0 0 $ 2 0 , 0 0 0 $2 0 , 0 0 0 $ 5 , 0 0 0 $5 , 0 0 0 No n - U . S . Co u n t r y C 1R e f # Ma n u f a c t u r e d Co m p o n e n t 1E a c h $5 0 , 0 0 0 $ 5 0 , 0 0 0 $5 0 , 0 0 0 $ 0 $0 No t Ap p l i c a b l e 1R e f # St r u c t u r a l S t e e l Ma t e r i a l 1 T o n s $1 0 0 , 0 0 0 $ 1 0 0 , 0 0 0 $1 0 0 , 0 0 0 $ 0 $0 No t Ap p l i c a b l e FAA Form 5100-136 (/2023) SUPERSEDES PREVIOUS EDITION Page 1 of 7 U.S. Department of Transportation Federal Aviation Administration OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: 6/30/2023 Buy American Project/Product Content Percentage Calculation – Worksheet Applicant Information Date of Application: Applicant Name: Applicant Type (choose one): Prime Contractor Manufacturer Supplier Point of Contact (First and Last Name): Applicant Business Address: Email address: Telephone: Extension: Project/Product Information FAA Eligible Project: Airport Sponsor: Airport LOCID: FAA Award Number: FAA Item Number (FAA Advisory Circular reference, if applicable): Total Material Cost: Total U.S.Material Content Cost: Percentage: % Total Non-U.S.Material Content Cost: Percentage: % FAA Form 5100-136 (/2023) SUPERSEDES PREVIOUS EDITION Page 2 of 7 FAA Buy American Preference (including Buy American Build American) Compliance Does this project include any iron, steel or any of the following construction materials, not 100% produced in the United States? Yes No If “Yes,” indicate the cost and percentage of the project below. Steel (e.g., structural steel, rebar) Cost: Percentage: Iron Cost: Percentage: Non-ferrous metals Cost: Percentage: Plastic and polymer-based products Cost: Percentage: Glass (including optic glass) Cost: Percentage: Lumber Cost: Percentage: Drywall Cost: Percentage: Use of Non-Domestic Construction Materials Justification Provide a description of your efforts to locate and secure a domestic source for those “construction materials” or final manufactured goods that are not 100% produced in the U.S., including use of the Manufacturing Extension Partnership (MEP) and market research. % % % % % % % – CO N F I D E N T I A L – NO T S U B J E C T T O D I S C L O S U R E U N D E R E X E M P T I O N # 4 O F T H E F R E E D O M OF I N F O R M A T I O N A C T FA A F o r m 5 1 0 0 - 1 3 6 ( /2 0 2 3 ) S U P E R S E D E S P R E V I O U S E D I T I O N Pa g e 3 o f 7 Pr o j e c t M a t e r i a l S t r u c t u r e W o r k s h e e t Le v e l (0 , 1 , 2 ) Pa r t Nu m b e r It e m D e s c r i p t i o n Qu a n t i t y Un i t o f Me a s u r e Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Co s t ( E a c h ) No n - U . S . Pr i c e / U n i t of M e a s u r e No n - U . S . Co s t ( E a c h ) Co u n t r y o f No n - U . S . Ma t e r i a l s 01 E a c h – CO N F I D E N T I A L – NO T S U B J E C T T O D I S C L O S U R E U N D E R E X E M P T I O N # 4 O F T H E F R E E D O M OF I N F O R M A T I O N A C T FA A F o r m 5 1 0 0 - 1 3 6 ( /2 0 2 3 ) S U P E R S E D E S P R E V I O U S E D I T I O N Pa g e 4 o f 7 Le v e l (0 , 1 , 2 ) Pa r t Nu m b e r It e m D e s c r i p t i o n Qu a n t i t y Un i t o f Me a s u r e Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Co s t ( E a c h ) No n - U . S . Pr i c e / U n i t of M e a s u r e No n - U . S . Co s t ( E a c h ) Co u n t r y o f No n - U . S . Ma t e r i a l s – CO N F I D E N T I A L – NO T S U B J E C T T O D I S C L O S U R E U N D E R E X E M P T I O N # 4 O F T H E F R E E D O M OF I N F O R M A T I O N A C T FA A F o r m 5 1 0 0 - 1 3 6 ( /2 0 2 3 ) S U P E R S E D E S P R E V I O U S E D I T I O N Pa g e 5 o f 7 Le v e l (0 , 1 , 2 ) Pa r t Nu m b e r It e m D e s c r i p t i o n Qu a n t i t y Un i t o f Me a s u r e Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Co s t ( E a c h ) No n - U . S . Pr i c e / U n i t of M e a s u r e No n - U . S . Co s t ( E a c h ) Co u n t r y o f No n - U . S . Ma t e r i a l s – CO N F I D E N T I A L – NO T S U B J E C T T O D I S C L O S U R E U N D E R E X E M P T I O N # 4 O F T H E F R E E D O M OF I N F O R M A T I O N A C T FA A F o r m 5 1 0 0 - 1 3 6 ( /2 0 2 3 ) S U P E R S E D E S P R E V I O U S E D I T I O N Pa g e 6 o f 7 Le v e l (0 , 1 , 2 ) Pa r t Nu m b e r It e m D e s c r i p t i o n Qu a n t i t y Un i t o f Me a s u r e Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Pr i c e / U n i t of M e a s u r e U. S . O r i g i n Co s t ( E a c h ) No n - U . S . Pr i c e / U n i t of M e a s u r e No n - U . S . Co s t ( E a c h ) Co u n t r y o f No n - U . S . Ma t e r i a l s –CONFIDENTIAL – NOT SUBJECT TO DISCLOSURE UNDER EXEMPTION # 4 OF THE FREEDOM OF INFORMATION ACT FAA Form 5100-136 (/2023) SUPERSEDES PREVIOUS EDITION Page 7 of 7 Certification The undersigned certifies that this information is true and accurate to the best of their knowledge. A false certification represents a violation of 18 U.S.C § 1001 and 49 U.S.C § 47126. Signatory has the burden of proof to establish compliance. Signature:Date: Name: Title: FOR FAA USE ONLY (Mark the appropriate Waiver Type & Scope) Applicable FAA Waiver Type Type I Public Interest (HQ Only) Type II Nonavailability (HQ Only) Type III More than 60% and Final Assembly within the U.S. Type IV Unreasonable Cost (Requires MEP/requires HQ coordination) BABA Iron, Steel, or Construction Material (requires justification) (Apply BABA Flag) Applicable FAA Waiver Scope Project Specific Nationwide – (General Applicability) (For HQ Only) Justifications Manufacturing Extension Partnership (MEP) Coordinated FAA Official’s Signature: End of FAA-Use Only Section dŚŝƐWĂŐĞ>ĞĨƚ/ŶƚĞŶƚŝŽŶĂůůǇůĂŶŬ FAA Form 5100-137 U.S. Department of Transportation Federal Aviation Administration FAA Form 5100-137, Buy American Preferences – Final Assembly Questionnaire Paperwork Reduction Act Burden Statement A federal agency may not conduct or sponsor, and a person is not required to respond to, nor shall a person be subject to a penalty for failure to comply with a collection of information subject to the requirements of the Paperwork Reduction Act unless that collection of information displays a currently valid OMB Control Number. The OMB Control Number for this information collection is 2120-0569. Public reporting for this collection of information is estimated to be approximately 8 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, completing and reviewing the collection of information. All responses to this collection of information are required under 49 U.S.C. Section 47105 to retain a benefit and to meet the reporting requirements of 2 CFR 200. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to: Information Collection Clearance Officer, Federal Aviation Administration, 10101 Hillwood Parkway, Fort Worth, TX 76177-1524. U.S. Department of Transportation Federal Aviation Administration OMB CONTROL NUMBER: 2120-0569 EXPIRATION DATE: /3/20 -- CONFIDENTIAL – NOT SUBJECT TO DISCLOSURE UNDER EXEMPTION # 4 OF THE FREEDOM OF INFORMATION ACT Buy American Preferences – Final Assembly Questionnaire To assist the Federal Aviation Administration (FAA) in making the determination of whether final assembly of the product occurs in the United States, please complete and submit this questionnaire when requesting a Buy American Waiver under 49 USC § 50101(b)(3)(A). Company Name: Date: FAA Eligible Item: FAA Item Number (if applicable): Address of Final Assembly Location: 1. Provide a description of the assembly process occurring at the specified final location in the United States. a. Describe the final assembly process and its various operations. b. How long does the final assembly process take to complete? 2. Provide a description of the resources used to conduct the assembly of the product at the specified location in the United States. a. How many employees are involved in the final assembly process and what is the general skill level of those employees? b. What type of equipment is used during the final assembly process? c. What is a rough estimate of the associated cost to conduct final assembly of the product at the specified location in the United States? The undersigned certifies that this information is true and accurate to the best of their knowledge. A false certification represents a violation of 18 U.S.C § 1001 and 49 U.S.C § 47126. Signatory has the burden of proof to establish compliance. Signature: Name: FAA Form 5100-137 () SUPERSEDES PREVIOUS EDITION U.S. Department of Transportation Federal Aviation Administration FAA Form 5100-, FAA Buy American Preference Construction Project Content Percentage Worksheet Paperwork Reduction Act Statement A federal agency may not conduct or sponsor, and a person is not required to respond to, nor shall a person be subject to a penalty for failure to comply with a collection of information subject to the requirements of the Paperwork Reduction Act unless that collection of information displays a currently valid OMB Control Number. The OMB Control Number for this information collection is 2120-0569. Public reporting for this collection of information is estimated to be approximately 8 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, completing and reviewing the collection of information. All responses to this collection of information are required under 49 U.S.C. Section 47105 to retain a benefit and to meet the reporting requirements of 2 CFR 200. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to: Information Collection Clearance Officer, Federal Aviation Administration, 10101 Hillwood Parkway, Fort Worth, TX 76177-1524. General Instructions Related Statutes, Guidance, & Policies: United States Code (U.S.C) Title 49 § 50101- requires that all steel and manufactured goods used in AIP funded projects are produced in the United States. USC § 50101(b) and 49 CFR § 1.83(a)(11) – gives the FAA the authority to waive these Buy American Preferences if certain market or product conditions exist. These are: Applying the Buy American Preferences would be inconsistent with the public interest, (a.k.a Type I waiver); The steel or goods produced in the U.S. are not produced in a sufficient and reasonably available amount or are not of a satisfactory quality, (a.k.a. Type II waiver); When the cost of components and subcomponents produced in the U.S. is more than 60 percent of the cost of all components of the facility or equipment procured and final assembly occurs in the United States, (a.k.a. Type III waiver) ; or Including domestic material will increase the cost of the overall project by more than 25 percent (a.k.a. Type IV waiver). Executive Order 13858 – Strengthening Buy-American Preferences for Infrastructure Projects. FAA Form 5100-Page ii of iv FAA Order 5100.38D - the Airport Improvement Program (AIP) Handbook provides information on eligible AIP projects, Buy American responsibilities, procurement procedures, etc. FAA Reauthorization Act of 2018 – provision requiring that all waivers shall be made publically available on the FAA website, including a justification of the waiver determination and provide informal public notice and comment opportunity. Confidentiality - Manufacturer information submitted to the Federal Aviation Administration for the purposes of receiving a Buy American Waiver is not subject to the Freedom of Information Act (FOIA) under exemption # 4 of FOIA. General Definitions Produced in the United States - for iron and steel product that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. Manufactured Products - items and construction materials composed in whole or in part of non- ferrous metals such as aluminum; plastics and polymer-based products such as polyvinyl chloride pipe; aggregate such as concrete; glass, including optical fiber; and lumber. Nationwide Waiver- Waivers issued to manufacturer(s) for AIP eligible steel or manufactured goods products used in airport development projects that may be used at any project site. Project Specific Waiver- Waivers issued to manufacturer(s) for AIP eligible steel or manufactured goods used to support the overall development objective for a specific project specific airport development projects that. Currency - All forms should reflect U.S. currency and symbol ($) only. Items listed in Federal Acquisition Regulation Part 25.104 may be counted at U.S. Origin, however should include a not stating that the item is exempt in 25.104. Additionally, items exempted from Buy American requirements may be listed in the material list however; the costs should be listed as “n/a.” FAA Advisory Circulars (AC) – Find ACs at https://www.faa.gov/regulations_poicies/advisory_circulars/ Requests for waivers to the FAA Buy American Preference require a completed Product Content Percentage Worksheet and Final Assembly Questionnaire. Additional Definitions Level 1 Material: The list of component materials required to construct/ manufacture the final Airport Improvement Program eligible product. Level 2 Material: The list of subcomponent materials required to construct/manufacture the level one component required in the final Airport Improvement Program eligible product. FAA Form 5100- Page iii of iv Form Instructions Use this form only for FAA Buy American Type III Construction Project Waiver requests. See the sample form on the following page for examples of entries. Form field instructions: Airport Sponsor. Enter the name of the airport sponsor. Date. Enter the date of submission to FAA. Airport Worksite. Enter the airport worksite name. Total Material Cost. This auto-populates based on total entered below. Do not edit. U.S. Content. This auto-populates based on total entered below. Do not edit. Non-U.S. Content. This auto-populates based on total entered below. Do not edit. Worksite LOCID. Enter the worksite’s FAA Location Identification (LOCID). Project Description. Enter a brief final project description (e.g., Runway 18/36 Rehabilitation). Project Material Structure List (Bill of Materials). Enter data in the Bill of Materials table. Note: This form does not include formulas or auto-calculations. Applicants are responsible for the accuracy of the information submitted. o Material Level items: Enter component materials of the project (Material Level 1) by group. Enter subcomponent materials of the project (Material Level 2) by group. Total Material Cost. Calculate and enter the amount. This value then auto-fills the information on form page 1. Total cost of U.S. origin materials. Calculate and enter the amount. This value then auto-fills the information on form page 1. Total cost of non-U.S. materials. Calculate and enter the amount. This value then auto-fills the information on form page 1. U.S. content percentage. Calculate (Total cost of U.S. origin materials/Total Material Cost) and enter the amount. This value then auto-fills the information on form page 1. Non-U.S. content percentage. Calculate (Total cost of non-U.S. origin materials/Total Material Cost) and enter the amount. This value then auto-fills the information on form page 1. When complete, submit this form to the FAA for review and processing. FA A F o r m 5 1 0 0 - 1 Pa g e i v o f i v U. S . D e p a r t m e n t o f T r a n s p o r t a t i o n Fe d e r a l A v i a t i o n A d m i n i s t r a t i o n OM B C O N T R O L N U M B E R : 2 1 2 0 - 0 5 6 9 EX P I R A T I O N D A T E : /3 0 / 2 0 2 – C O N F I D E N T I A L – NO T S U B J E C T T O D I S C L O S U R E U N D E R E X E M P T I O N # 4 O F T H E F R E E D O M O F I N F O R M A T I O N A C T S A M P L E - FA A B u y A m e r i c a n P r e f e r e n c e &R Q V W U X F W L R Q 3 U R M H F W & R Q W H Q W 3 H U F H Q W D J H Wo r k s h e e t Ai r p o r t S p o n s o r : S a m p l e A i r p o r t A u t h o r i t y D a t e : 0 9 / 1 6 / 2 0 2 0 Ai r p o r t W o r k s i t e : S a m p l e M u n i c i p a l A i r p o r t Wo r k s i t e L O C I D : S M P Pr o j e c t D e s c r i p t i o n : R e c o n s t r u c t R u n w a y 1 8 / 3 6 Pr o j e c t M a t e r i a l S t r u c t u r e L i s t ( B i l l o f M a t e r i a l s ) – SA M P L E Li n e Ma t e r i a l Le v e l (1 o r 2 ) Ma t e r i a l s Co s t o f U. S . O r i g i n Ma t e r i a l s Co s t o f N o n - U . S . Ma t e r i a l s 1 1 P a v e m e n t i t e m s $ 1 , 0 0 0 , 0 0 0 . 0 0 $ 0 . 0 0 2 1 P a v e m e n t I t e m C o m p o n e n t $ 5 0 , 0 0 0 . 0 0 $ 5 0 , 0 0 0 . 0 0 3 2 P a v e m e n t I t e m S u b c o m p o n e n t $ 2 5 0 , 0 0 0 . 0 0 $ 8 , 0 0 0 . 0 0 4 1 P a i n t i n g a n d M a r k i n g C o m p o n e n t $ 1 , 9 0 0 . 0 0 $ 0 . 0 0 5 1 P a i n t i n g a n d M a r k i n g C o m p o n e n t $ 1 2 0 , 0 0 0 . 0 0 $ 0 . 0 0 6 1 E l e c t r i c a l a n d L i g h t i n g $ 0 . 0 0 $ 0 . 0 0 7 2 E l e c t r i c a l a n d L i g h t i n g S u b c o m p o n e n t $ 0 . 0 0 $ 2 0 , 0 0 0 . 0 0 8 2 E l e c t r i c a l a n d L i g h t i n g S u b c o m p o n e n t $ 2 4 , 0 0 0 . 0 0 $ 0 . 0 0 SU B T O T A L $1 , 4 4 5 , 9 0 0 . 0 0 $ 7 8 , 0 0 0 . 0 0 TO T A L M A T E R I A L C O S T : $ 1 , 5 2 3 , 9 0 0 . 0 0 U. S . C o n t e n t : 5 % No n - U . S . C o n t e n t : 9 5 % Fo r F A A U s e O n l y To t a l m a t e r i a l c o s t : $ 1, 5 2 3 , 9 0 0 . 0 0 U. S . C o n t e n t : % No n - U . S . C o n t e n t : 5 % FA A F o r m 5 1 0 0 - 1 Pa g e o f U. S . D e p a r t m e n t o f T r a n s p o r t a t i o n Fe d e r a l A v i a t i o n A d m i n i s t r a t i o n OM B C O N T R O L N U M B E R : 2 1 2 0 - 0 5 6 9 EX P I R A T I O N D A T E : 6 / 3 0 / 2 0 2 – C O N F I D E N T I A L – NO T S U B J E C T T O D I S C L O S U R E U N D E R E X E M P T I O N # 4 O F T H E F R E E D O M O F I N F O R M A T I O N A C T FA A B u y A m e r i c a n P r e f e r e n c e &R Q V W U X F W L R Q 3U R M H F W & R Q W H Q W 3 H U F H Q W D J H Wo r k s h e e t Ai r p o r t S p o n s o r : Da t e : Ai r p o r t W o r k s i t e : Wo r k s i t e L O C I D : Pr o j e c t D e s c r i p t i o n : Pr o j e c t M a t e r i a l S t r u c t u r e L i s t ( B i l l o f M a t e r i a l s ) Li n e Ma t e r i a l Le v e l (1 o r 2 ) Ma t e r i a l s Co s t o f U. S . O r i g i n Ma t e r i a l s Co s t o f N o n - U . S . Ma t e r i a l s 1 2 3 4 5 6 7 8 9 10 Fo r F A A U s e O n l y To t a l m a t e r i a l c o s t : U. S . C o n t e n t :% No n - U . S . C o n t e n t :% Pa g e 2 o f 2 Li n e Ma t e r i a l Le v e l (1 o r 2 ) Ma t e r i a l s Co s t o f U. S . O r i g i n Ma t e r i a l s Co s t o f N o n - U . S . Ma t e r i a l s 11 12 13 14 15 16 17 18 19 20 SU B T O T A L TO T A L M A T E R I A L C O S T : U. S . C o n t e n t : % No n - U . S . C o n t e n t : % Th e u n d e r s i g n e d c e r t i f i e s t h a t t h i s i n f o r m a t i o n i s t r ue a n d a c c u r a t e t o t h e b e s t o f t h e i r k n o w l e d g e . A f a l s e c e r t i f i c a t i o n r e p r e s e n t s a v i o l a t i o n o f 1 8 U . S . C § 1 0 0 1 a n d 4 9 U . S . C § 4 7 1 2 6 . Si g n a t o r y h a s t h e b u r d e n o f p r o o f t o e s t a b l i s h c o m p l i a n c e . Si g n a t u r e : Na m e : Ti t l e : FA A F o r m 5 1 0 0 - ( /2 0 ) Fo r F A A U s e O n l y City of Renton Contract Provisions for Taxiway A Rehabilitation and Associated Improvements ______________________________________________________________________________ APPENDIX E. 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STEP A: Stop Work. $OO ZRUN PXVWVWRSLPPHGLDWHO\ LQWKHYLFLQLW\ RI WKHGLVFRYHU\ STEP B: Protect the Discovery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otify Project Archaeologist (if applicable). ,IWKH SURMHFWKDV DQ DUFKDHRORJLVWQRWLI\ WKDWSHUVRQ ,I WKHUH LV DPRQLWRULQJSODQLQ SODFHWKHDUFKDHRORJLVW ZLOO IROORZ WKH RXWOLQHGSURFHGXUH STEP D: Notify Project and Washington Department of Ecology (Ecology) contacts. Project Lead Contacts 3ULPDU\ &RQWDFW $OWHUQDWH &RQWDFW 1DPH1DPH 2UJDQL]DWLRQ2UJDQL]DWLRQ 3KRQH3KRQH (PDLO(PDLO Ecology Contacts (completed by Ecology Project Manager) (FRORJ\ 3URMHFW 0DQDJHU $OWHUQDWH RU &XOWXUDO 5HVRXUFH &RQWDFW 1DPH1DPH 3URJUDP3URJUDP 3KRQH3KRQH (PDLO(PDLO (&< UHY ,'3 )RUP William Adams, P.E.Greg Reince City of Renton Century West Engineering 425-430-7437 541-322-8962 ext. 301 wadams@rentonwa.gov greince@centurywest.com William Adams, P.E.Greg Reince City of Renton Century West Engineering 425-430-7437 541-322-8962 ext. 301 wadams@rentonwa.gov greince@centurywest.com STEP E: Ecology will notify DAHP 2QFH QRWLILHGWKH (FRORJ\ &XOWXUDO 5HVRXUFH &RQWDFW RU WKH (FRORJ\ 3URMHFW 0DQDJHUZLOO FRQWDFW '$+3 WR UHSRUWDQGFRQILUP WKH GLVFRYHU\7R DYRLG GHOD\WKH 3URMHFW/HDG2UJDQL]DWLRQZLOO FRQWDFW'$+3 LIWKH\ DUH QRW DEOHWR UHDFK (FRORJ\ '$+3 ZLOO SURYLGHWKH VWHSV WR DVVLVW ZLWK LGHQWLILFDWLRQ'$+3 (FRORJ\ DQG7ULEDO UHSUHVHQWDWLYHV PD\ FRRUGLQDWH D VLWH YLVLW IROORZLQJ DQ\ QHFHVVDU\ VDIHW\ SURWRFROV '$+3 PD\ DOVR LQIRUP WKH 3URMHFW /HDG2UJDQL]DWLRQDQG (FRORJ\ RIDGGLWLRQDO VWHSVWR IXUWKHUSURWHFW WKH VLWH 'R QRW FRQWLQXH ZRUN XQWLODAHP KDV issueG an approval IRU work WR proceed in the area ofRUQHDUthe discovery. 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TRIBAL CONTACTS Human Remains/Bones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ulalip Tribes Muckleshoot Tribe Richard Young Laura Murphy Cultural Resources THPO 425-239-0182 253-876-3272 ryoung@tulaliptribes-nsn.gov laura.murphy@muckleshoot.nsn.us Snoqualmie Tribe Squamish Tribe Steven Moses Stephanie Trudel THPO THPO 425-495-6097 360-394-8533 steve@snoqualmietribe.us strudel@suquamish.nsn.us )HGHUDO $JHQF\6WDWH $JHQF\ $JHQF\$JHQF\ 1DPH1DPH 7LWOH7LWOH 3KRQH3KRQH (PDLO(PDLO 6. SPECIAL PROCEDURES FOR THE DISCOVERY OF HUMAN SKELETAL MATERIAL $Q\ KXPDQVNHOHWDO UHPDLQV UHJDUGOHVV RIDQWLTXLW\ RU HWKQLF RULJLQZLOO DW DOO WLPHV EH WUHDWHGZLWKGLJQLW\ DQGUHVSHFW)ROORZ WKHVWHSV XQGHU Stop-Protect-Notify. )RUVSHFLILF LQVWUXFWLRQV RQ KRZ WRKDQGOH DKXPDQUHPDLQVGLVFRYHU\VHHRCW 68.50.645: Skeletal human remains—Duty to notify—Ground disturbing activities—Coroner determination— Definitions. 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([ D P S O H V D U H  6PR R W K R U F D U Y H G P D W H U L D O V  8Q X V X D O V K D S H  3RL Q W H G DV L I X V H G D V D W R R O  :HG J H V K D S H G O L N H D ³ V K R H K R U Q ´  9D U L D E L O L W \ R I V L ] H  %H D G V I U R P V K H O O GH Q W D O L X P RU W X V N 8S S H U / H I W Bo n e A w l s f r o m O r e g o n . 8S S H U & H Q W H U Bo n e W e d g e f r o m C a l i f o r n i a . 8S S H U 5 L J K W Pl a t e a u d e n t a l i u m c h o k e r a n d b r a c e l e t , f r o m N e z Pe r c e N a t i o n a l H i s t o r i c a l P a r k , 1 9 t h c e n t u r y , m a d e u s i n g A n t a l i s pr e t i o s a s h e l l s C r e d i t : N e z P e r c e - N e z P e r c e N a t i o n a l H i s t o r i c a l Pa r k , N E P E 8 7 6 2 , Pu b l i c D o m a i n . $E R Y H To o t h P e n d a n t s . R i g h t : B o n e P e n d a n t s . B o t h f r o m O r e g o n an d W a s h i n g t o n . (& < U H Y ,' 3 ) R U P Im p l e m e n t t h e I D P i f \ R X V H H … &ul t u r a l l y m o d i f i e d t r e e s , f i b e r or w o o d a r t i f a c t s . ([ D P S O H V D U H  7U H H V Z L W K E D U N V W U L S S H G R U S H H O H G FD U Y L Q J V D[ H F X W V G H O L P E L Q J ZR R G U H P R Y D O D Q G R W K H U KX P D Q PR G L I L F D W L R Q V  )L E H U R U Z R R G D U W L I D F W V L Q D Z H W H Q Y L U R Q P H Q W  9D U L D E L O L W \ R I V L ] H I X Q F W L R Q D Q G F R P S O H [ L W \ /H I W D Q G % H O R Z Cu l t u r a l l y m o d i f i e d tr e e a n d a n o l d c a r v i n g o n a n a s p e n (C o u r t e s y o f D A H P ) . 5L J K W 7 R S W R % R W W R P Ar t i f a c t s f r o m Mu d B a y , O l y m p i a : T o y w a r c l u b , t w o st r a n d c e d a r r o p e , w e t b a s k e t r y (& < U H Y ,' 3 ) R U P Im p l e m e n t t h e I D P i f \ R X V H H … 6tr a n g e , d i f f e r e n t or i n t e r e s t i n g l o o k i n g d i r t , r o c k s , o r s h e l l s . +X P D Q D F W L Y L W L H V O H D Y H W U D F H V L Q W K H J U R X Q G W K D W P D \ R U P D \ Q R W KD Y H D U W L I D F W V D V V R F L D W H G Z L W K W K H P ([ D P S O H V D U H v ³8 Q X V X D O ´ D F F X P X O D W L R Q V R I U R F N H V S H F L D O O \ I L U H F U D F N H G U R F N v ³8 Q X V X D O ´ V K D S H G D F F X P X O D W L R Q V R I U R F N V X F K D V D V K D S H VL P L O D U W R D I L U H U L Q J v &K D U F R D O R U F K D U F R D O V W D L Q H G VR L O V E X U Q W O R R N L Q J V R L O V RU V R L O WK D W KD V D ³ O D \ H U F D N H ´ D S S H D U D Q F H v $F F X P X O D W L R Q V R I V K H O O E R Q H V R U D U W L I D F W V 6 K H O O V P D \ E H FU X V K H G v /R R N I R U W K H ³ X Q X V X D O ´ R U R X W R I S O D F H I R U H [ D P S O H U R F N S L O H V LQ D U H D V Z L W K R W K H U Z L V H I H Z U R F N V Un d e r g r o u n d o v e n . C o u r t e s y o f DA H P . Sh e l l M i d d e n p o c k e t i n m o d e r n f i l l d i s c o v e r e d i n se w e r t r e n c h . He a r t h e x c a v a t e d n e a r H a m i l t o n , W A . She l l m i d d e n w i t h f i r e c r a c k e d r o c k . (& < U H Y ,' 3 ) R U P Im p l e m e n t t h e I D P i f \ R X V H H … +is t o r i c p e r i o d a r t i f a c t s ( h i s t o r i c a r c h a e o l o g y c o n s i d e r e d ol d e r t h a n 5 0 y e a r s ) ([ D P S O H V D U H  $J U L F X O W X U D O R U OR J J L Q J H T X L S P H Q W 0 D \ L Q F O X G H H T X L S P H Q W I H Q F L Q J FD Q D O V V S L O O Z D \ V F K X W H V G H U H O L F W V D Z P L O O V W R R O V H W F  'R P H V W L F L W H P V L Q F O X G L Q J V T X D U H R U Z L U H Q D L O V D P H W K \ V W F R O R U H G J O D VV RU SD L Q W H G V W R Q H Z D U H /H I W 7 R S W R % R W W R P Wi l l o w p a t t e r n se r v i n g b o w l a n d s l i p j o i n t p o c k e t kn i f e d i s c o v e r e d d u r i n g S e a t t l e Sm i t h C o v e s h a n t y t o w n ( 4 5 - KI - 1 2 0 0 ) e x c a v a t i o n . 5L J K W Co l l e c t i o n s o f h i s t o r i c ar t i f a c t s d i s c o v e r e d d u r i n g ex c a v a t i o n s i n e a s t e r n Wa s h i n g t o n c i t i e s . (& < U H Y ,' 3 ) R U P Im p l e m e n t t h e I D P i f \ R X V H H … +L st o r i c p e r i o d a r t i f a c t s ( h i s t o r i c a r c h a e o l o g y c o n s i d e r e d ol d e r t h a n 5 0 y e a r s ) . ([ D P S O H V D U H  5D L O Z D \ W R N H Q V F R L Q V D Q G E X W W R Q V  6S H F W D F O H V W R \ V F O R W K L Q J D Q G S H U V R Q D O L W H P V  ,W H P V K H O S L Q J W R X Q G H U V W D Q G D F X O W X U H R U L G H Q W L W \  )R R G F R Q W D L Q H U V D Q G G L V K Z D U H 5L J K W I U R P 7 R S W R % R W W R P Co i n s , t o k e n , s p e c t a c l e s an d M o n t g o m e r y W a r d pi t c h f o r k t o y d i s c o v e r e d du r i n g S e a t t l e S m i t h C o v e sh a n t y t o w n ( 4 5 - K I - 1 2 0 0 ) ex c a v a t i o n . 0D L Q , P D J H Di s h e s , b o t t l e s , w o r k b o o W f o u n d a t t h e N o r t h S h o r e J a p a n e s e b a t h ho u s e ( o f u r o ) s i t e , C o u r t e s y B o b M u c k l e , A r c h a e o l o g i s t , C a p i l a n o U n i v e r s i t y , % & 7 K L V L V D Q H [ D P S O H R I D Q D E R Y H J U R X Q G U H V R X U F H (& < U H Y ,' 3 ) R U P Im p l e m e n t t h e I D P i f y o u s e e …  2O G P X Q L W L R Q F D V L Q J V ± L I \ R X V H H D P P X Q L W L R Q R I D Q \ W \ S H ± al w a y s a s s u m e W K H \ a r e l i v e a n d n e v e r t o u c h o r m o v e !  7L Q F D Q V R U JO D V V E R W W O H V Z L W K D Q R O G H U P D Q X I D F W X U H U V W H F K Q L T X H ± P D N H U ¶ V P D U N G L V W L Q F W F R O R U V V X F K D V W X U T X R L V H R U DQ RO G H U P H W K R G R I R S H Q L Q J W K H F R Q W D L Q H U )D U / H I W % U L W L V K FD U W U L G J H I R X Q G E \ D : & & SO D Q W L Q J F U H Z R Q 6 N D J L W 5L Y H U ' R Q ¶ W H Y H U W R X F K VR P H W K L Q J O L N H W K L V /H I W 0 D N H U ¶ V P D U N R Q ER W W R P R I R O G E R W W O H 5L J K W Ol d b e e r c a n f o u n d in O r e g o n . A C M E w a s ow n e d b y O l y m p i a Br e w e r y . C o u r t e s y o f He a t h e r S i m m o n s . Ca n o p e n i n g d a t e s , c o u r t e s y o f W . M . S c h r o e d e r . Lo g o e m p l o y e d b y W h i t h a l l Ta t u m & C o . b e t w e e n 1 9 2 4 t o 19 3 8 ( L o c k h a r t e t a l . 2 0 1 6 ) . (& < U H Y ,' 3 ) R U P Im p l e m e n t t h e I D P i f \ R X V H H … Yo u s e e Kis t o r i c f o u n d a t i o n s o r b u r i e d s t r u c t u r e s . ([ D P S O H V D U H  )R X Q G D W L R Q V  5D L O U R D G D Q G W U R O O H \ W U D F N V  5H P Q D Q W V R I V W U X F W X U H V &R X Q W H U & O R F N Z L V H / H I W W R 5 L J K W Hi s t o r i c s t r u c t u r e 4 5 K I 9 2 4 , i n W S D O T r i g h t o f w a y f o r SR 9 9 t u n n e l . R e m n a n t s o f S m i t h C o v e s h a n t y t o w n ( 4 5 - K I - 1 2 0 0 ) d i s c o v e r e d d u r i n g Ec o l o g y C S O e x c a v a t i o n , C i t y o f S p o k a n e h i s t o r i c t r o l l e y t r a c k s u n c o v e r e d d u r i n g st o r m w a t e r p r o j e c t , i n t a c t f o u n d a t i o n o f h i s t o r i c h o m e t h a t s u r v i v e d t h e G r e a t E l l e n s b u r g Fi r e o f J u l y 4 , 1 8 8 9 , u n c o v e r e d b e n e a t h p a r k i n g l o t i n E l l e n s b u r g . (& < U H Y ,' 3 ) R U P Im p l e m e n t t h e I D P i f \ R X V H H Po t e n t i a l h u m a n r e m a i n s . ([ D P S O H V D U H  *U D Y H K H D G V W R Q H V W K D W D S S H D U W R E H R O G H U W K D Q \ H D U V  %R Q H V R U E R Q H W R R O V L Q W D F W R U L Q V P D O O S L H F H V , W F D Q E H G L I I L F X O W W R GL I I H U H Q W L D W H D Q L P D O I U R P K X P D Q V R W K H \ P X V W E H L G H Q W L I L H G E \ D Q H[ S H U W  7K H V H D U H D O O H [ D P S O H V R I D Q L P D O E R Q H V D Q G D U H Q R W K X P D Q &H Q W H U Bo n e w e d g e t o o l , co u r t e s y o f S m i t h C o v e Sh a n t y t o w n e x c a v a t i o n (4 5 K I 1 2 0 0 ) . Ot h e r i m a g e s ( T o p R i g h t , Bo t t o m L e f t , a n d B o t t o m ) Ce n t e r : C o u r t e s y o f D A H P . 'L U H F W O \ $ E R Y H 7 K L V L V D U H D O G L V F R Y H U \ D W D Q (F R O R J \ V H Z H U S U R M H F W V L W H Wh a t w o u l d y o u d o i f y o u f o u n d t h e s e i t e m s a t a s i t e ? 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