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Home My WebLink Aboutbocc.con.014.262025.05.08 CDD Contract Number Project Name Contractor Budget Line Item 12033150.572000 !#BUDGET $4,509,207.00 12233150.572000 $4,509,207.00 $- $- $9,018,414.00 Procurement Method: Form: Contract Effective Date: Contract End Date Contract Type Retainage If this is a new contractor, please enter the New Vendor information into Munis for workflow approval. Contact Information: Department: Project Lead:Kevin Warner Phone: (970) 309-8506 Provide a brief description of the Contract or Change Order: Contract Value Summary: $9,018,414.00 $ - $ - $9,018,414.00 014.26 Pitkin County Procurement Cover Sheet Cover Sheets are to be included with the contract record to provide an accurate summary of the Contract type, amounts, budget(s), and dates. Contract Information Yes 5% Phillips Mobile Home Park Water and Wastewater Treatment Facilities Improvement Project Native Sun Construction Additional Budget Line Item(s) (Please fully allocate Contract Total if multiple lines apply) Formal Construction 2/27/2026 2/26/2027 New Contract Construction and Assets Contract to provide construction of a new Water and Wastewater Treatment Facility at Phillips Mobile Home Park. Original Contract Amount Previous Change Order/Amendment Amount This Change order/Amendment amount Contract Total Not to Exceed - Various Project Strings Project #: 014.26 Rev. 2022.08.04 CDD NOTICE OF AWARD Date: March 2, 2026 To: Native Sun Samuel Jeffs, Chief Estimator 15020 Woodcarver Rd Monument, CO 80132 RE: RFP 014.26 Phillips Mobile Home Park Water and Wastewater Treatment Facilities Improvement Project The County, having duly evaluated the Proposal submitted on December 16, 2025 for the work or purchase in response to the Request for Proposal Document titled RFP 014.26 Phillips Mobile Home Park Water and Wastewater Treatment Facilities Improvement Project in the amount of Nine Million Eighty One Thousand Four Hundred Forteen dollars and Zero cents ($9,081,414.00), and it appearing that the Price and other information in your Proposal Form is fair, equitable and to the best interest of the County, hereby accepts and awards the Project to your organization. The initial Contract Price reflects Phase I services for 2026. Phase II services for 2027 shall be added by mutual written Change Order. In accordance with the terms of the Contract Documents, you are required to execute the Contract within ten (10) consecutive days from this Notice of Award or within ten (10) days following successful Contract negotiations, whichever shall occur sooner. PITKIN COUNTY, COLORADO _____________________________________________________ !#COUNTY REPRESENTATIVE#! Date Receipt of the above Notice of Award is hereby acknowledged _____________________________________________________ !#VENDOR SIGNATURE#! 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ůŝƋƵŝĚĂƚĞĚĚĂŵĂŐĞƐĂƌĞKǁŶĞƌ͛ƐƐŽůĞĂŶĚĞǆĐůƵƐŝǀĞƌĞŵĞĚǇĨŽƌƐƵĐŚĚĞůĂǇ͕ĂŶĚKǁŶĞƌŝƐ ƉƌĞĐůƵĚĞĚ ĨƌŽŵ ƌĞĐŽǀĞƌŝŶŐ ĂŶǇ ŽƚŚĞƌ ĚĂŵĂŐĞƐ͕ ǁŚĞƚŚĞƌ ĂĐƚƵĂů͕ ĚŝƌĞĐƚ͕ ĞǆĐĞƐƐ͕ Žƌ ĐŽŶƐĞƋƵĞŶƚŝĂů͕ĨŽƌƐƵĐŚĚĞůĂǇ͕ĞǆĐĞƉƚĨŽƌƐƉĞĐŝĂůĚĂŵĂŐĞƐ;ŝĨĂŶǇͿƐƉĞĐŝĨŝĞĚŝŶƚŚŝƐŐƌĞĞŵĞŶƚ͘ ϰ͘Ϭϲ^ƉĞĐŝĂůĂŵĂŐĞƐ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůƌĞŝŵďƵƌƐĞKǁŶĞƌ;ϭͿĨŽƌĂŶǇĨŝŶĞƐŽƌƉĞŶĂůƚŝĞƐŝŵƉŽƐĞĚŽŶKǁŶĞƌĂƐĂĚŝƌĞĐƚ ƌĞƐƵůƚŽĨƚŚĞŽŶƚƌĂĐƚŽƌ͛ƐĨĂŝůƵƌĞƚŽĂƚƚĂŝŶ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶĂĐĐŽƌĚŝŶŐƚŽƚŚĞŽŶƚƌĂĐƚ dŝŵĞƐ͕ĂŶĚ;ϮͿĨŽƌƚŚĞĂĐƚƵĂůĐŽƐƚƐƌĞĂƐŽŶĂďůǇŝŶĐƵƌƌĞĚďǇKǁŶĞƌĨŽƌĞŶŐŝŶĞĞƌŝŶŐ͕ĐŽŶƐƚƌƵĐƚŝŽŶ ŽďƐĞƌǀĂƚŝŽŶ͕ ŝŶƐƉĞĐƚŝŽŶ͕ ĂŶĚ ĂĚŵŝŶŝƐƚƌĂƚŝǀĞ ƐĞƌǀŝĐĞƐ ŶĞĞĚĞĚ ĂĨƚĞƌ ƚŚĞ ƚŝŵĞ ƐƉĞĐŝĨŝĞĚ ŝŶ WĂƌĂŐƌĂƉŚϰ͘ϬϮĨŽƌ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ;ĂƐĚƵůǇĂĚũƵƐƚĞĚƉƵƌƐƵĂŶƚƚŽƚŚĞŽŶƚƌĂĐƚͿ͕ƵŶƚŝů ƚŚĞtŽƌŬŝƐƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞ͘ :ΠͲϱϮϬ͕ŐƌĞĞŵĞŶƚďĞƚǁĞĞŶKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĨŽƌŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ;^ƚŝƉƵůĂƚĞĚWƌŝĐĞͿ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯŽĨϳ ͘ ĨƚĞƌŽŶƚƌĂĐƚŽƌĂĐŚŝĞǀĞƐ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͕ŝĨŽŶƚƌĂĐƚŽƌƐŚĂůůŶĞŐůĞĐƚ͕ƌĞĨƵƐĞ͕ŽƌĨĂŝůƚŽ ĐŽŵƉůĞƚĞƚŚĞƌĞŵĂŝŶŝŶŐtŽƌŬǁŝƚŚŝŶƚŚĞŽŶƚƌĂĐƚdŝŵĞƐ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƌĞŝŵďƵƌƐĞKǁŶĞƌ ĨŽƌƚŚĞĂĐƚƵĂůĐŽƐƚƐƌĞĂƐŽŶĂďůǇŝŶĐƵƌƌĞĚďǇKǁŶĞƌĨŽƌĞŶŐŝŶĞĞƌŝŶŐ͕ĐŽŶƐƚƌƵĐƚŝŽŶŽďƐĞƌǀĂƚŝŽŶ͕ ŝŶƐƉĞĐƚŝŽŶ͕ĂŶĚĂĚŵŝŶŝƐƚƌĂƚŝǀĞƐĞƌǀŝĐĞƐŶĞĞĚĞĚĂĨƚĞƌƚŚĞƚŝŵĞƐƉĞĐŝĨŝĞĚŝŶWĂƌĂŐƌĂƉŚϰ͘ϬϮĨŽƌ tŽƌŬ ƚŽ ďĞ ĐŽŵƉůĞƚĞĚ ĂŶĚ ƌĞĂĚǇ ĨŽƌ ĨŝŶĂů ƉĂǇŵĞŶƚ ;ĂƐ ĚƵůǇ ĂĚũƵƐƚĞĚ ƉƵƌƐƵĂŶƚ ƚŽ ƚŚĞ ŽŶƚƌĂĐƚͿ͕ƵŶƚŝůƚŚĞtŽƌŬŝƐĐŽŵƉůĞƚĞĚĂŶĚƌĞĂĚǇĨŽƌĨŝŶĂůƉĂǇŵĞŶƚ͘ ͘ dŚĞƐƉĞĐŝĂůĚĂŵĂŐĞƐŝŵƉŽƐĞĚŝŶƚŚŝƐƉĂƌĂŐƌĂƉŚĂƌĞƐƵƉƉůĞŵĞŶƚĂůƚŽĂŶǇůŝƋƵŝĚĂƚĞĚĚĂŵĂŐĞƐ ĨŽƌĚĞůĂǇĞĚĐŽŵƉůĞƚŝŽŶĞƐƚĂďůŝƐŚĞĚŝŶƚŚŝƐŐƌĞĞŵĞŶƚ͘ Zd/>ϱͶKEdZdWZ/ ϱ͘Ϭϭ KǁŶĞƌƐŚĂůůƉĂǇŽŶƚƌĂĐƚŽƌĨŽƌĐŽŵƉůĞƚŝŽŶŽĨƚŚĞtŽƌŬŝŶĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͕ƚŚĞĂŵŽƵŶƚƐƚŚĂƚĨŽůůŽǁ͕ƐƵďũĞĐƚƚŽĂĚũƵƐƚŵĞŶƚƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚ͗ ͘ &ŽƌĂůůtŽƌŬŽƚŚĞƌƚŚĂŶhŶŝƚWƌŝĐĞtŽƌŬ͕ĂůƵŵƉƐƵŵŽĨΨϵ͕Ϭϴϭ͕ϰϭϰĨŽƌǁŽƌŬŝŶϮϬϮϲ͘ ZĞĨĞƌĞŶĐĞǆŚŝďŝƚůŝƐƚŝŶŐƚŚĞƐĐŚĞĚƵůĞŽĨǀĂůƵĞƐďƵĚŐĞƚĞĚĨŽƌϮϬϮϲ͘ dŚĞ ƌĞŵĂŝŶŝŶŐ ďĂůĂŶĐĞ ŽĨ ǁŽƌŬ ĨŽƌ ϮϬϮϳǁŝůů ďĞ ĂĚĚĞĚ ǀŝĂ ĐŚĂŶŐĞ ŽƌĚĞƌ ǁŚĞŶ ĨƵŶĚƐ ĂƌĞ ĂǀĂŝůĂďůĞ͘ ůůƐƉĞĐŝĨŝĐĐĂƐŚĂůůŽǁĂŶĐĞƐĂƌĞŝŶĐůƵĚĞĚŝŶƚŚĞĂďŽǀĞƉƌŝĐĞŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ WĂƌĂŐƌĂƉŚϭϯ͘ϬϮŽĨƚŚĞ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐ͘ 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ƚŽůŝƋƵŝĚĂƚĞĚĚĂŵĂŐĞƐ͕ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚ͘ Ă͘ϵϱƉĞƌĐĞŶƚŽĨƚŚĞǀĂůƵĞŽĨƚŚĞtŽƌŬĐŽŵƉůĞƚĞĚ;ǁŝƚŚƚŚĞďĂůĂŶĐĞďĞŝŶŐƌĞƚĂŝŶĂŐĞͿ͘ ϭͿ/Ĩ ϱϬ ƉĞƌĐĞŶƚ Žƌ ŵŽƌĞ ŽĨ ƚŚĞ tŽƌŬ ŚĂƐ ďĞĞŶ ĐŽŵƉůĞƚĞĚ͕ ĂƐ ĚĞƚĞƌŵŝŶĞĚ ďǇ ŶŐŝŶĞĞƌ͕ĂŶĚŝĨƚŚĞĐŚĂƌĂĐƚĞƌĂŶĚƉƌŽŐƌĞƐƐŽĨƚŚĞtŽƌŬŚĂǀĞďĞĞŶƐĂƚŝƐĨĂĐƚŽƌǇƚŽ KǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͕ƚŚĞŶĂƐůŽŶŐĂƐƚŚĞĐŚĂƌĂĐƚĞƌĂŶĚƉƌŽŐƌĞƐƐŽĨƚŚĞtŽƌŬ ƌĞŵĂŝŶƐĂƚŝƐĨĂĐƚŽƌǇƚŽKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͕ƚŚĞƌĞǁŝůůďĞŶŽĂĚĚŝƚŝŽŶĂůƌĞƚĂŝŶĂŐĞ͖ ĂŶĚ :ΠͲϱϮϬ͕ŐƌĞĞŵĞŶƚďĞƚǁĞĞŶKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĨŽƌŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ;^ƚŝƉƵůĂƚĞĚWƌŝĐĞͿ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰŽĨϳ ď͘ϵϱƉĞƌĐĞŶƚŽĨĐŽƐƚŽĨŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚŶŽƚŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŚĞtŽƌŬ;ǁŝƚŚ ƚŚĞďĂůĂŶĐĞďĞŝŶŐƌĞƚĂŝŶĂŐĞͿ͘ ͘ hƉŽŶ ^ƵďƐƚĂŶƚŝĂů ŽŵƉůĞƚŝŽŶ͕ KǁŶĞƌ ƐŚĂůů ƉĂǇ ĂŶ ĂŵŽƵŶƚ ƐƵĨĨŝĐŝĞŶƚ ƚŽ ŝŶĐƌĞĂƐĞ ƚŽƚĂů ƉĂǇŵĞŶƚƐƚŽŽŶƚƌĂĐƚŽƌƚŽϭϬϬƉĞƌĐĞŶƚŽĨƚŚĞtŽƌŬĐŽŵƉůĞƚĞĚ͕ůĞƐƐƐƵĐŚĂŵŽƵŶƚƐƐĞƚŽĨĨďǇ KǁŶĞƌƉƵƌƐƵĂŶƚƚŽWĂƌĂŐƌĂƉŚϭϱ͘Ϭϭ͘ŽĨƚŚĞ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐ͕ĂŶĚůĞƐƐϮϬϬƉĞƌĐĞŶƚŽĨ 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ďĞĂƌŝŶŐ ƚŚĞ ĨŽůůŽǁŝŶŐ ŐĞŶĞƌĂů ƚŝƚůĞ͗WŚŝůŝƉƐ DŽďŝůĞ ,ŽŵĞ WĂƌŬ tĂƚĞƌ ĂŶĚ tĂƐƚĞǁĂƚĞƌ/ŵƉƌŽǀĞŵĞŶƚƐWŝƚŬŝŶŽƵŶƚǇ͕K͘ ϴ͘ ĚĚĞŶĚĂ;ŶƵŵďĞƌƐϭƚŽϯ͕ŝŶĐůƵƐŝǀĞͿ͘ ϵ͘ ǆŚŝďŝƚƐƚŽƚŚŝƐŐƌĞĞŵĞŶƚ;ĞŶƵŵĞƌĂƚĞĚĂƐĨŽůůŽǁƐͿ͗ Ă͘ǆŚŝďŝƚʹWŚŝůůŝƉƐDŽďŝůĞ,ŽŵĞWĂƌŬŝǀŝů^ĐŽƉĞZĞĚƵĐƚŝŽŶ ď͘ǆŚŝďŝƚʹ^ĐŚĞĚƵůĞŽĨsĂůƵĞƐĨŽƌďƵĚŐĞƚĞĚϮϬϮϲƐĐŽƉĞŽĨǁŽƌŬ͘ ϭϬ͘dŚĞĨŽůůŽǁŝŶŐǁŚŝĐŚŵĂǇďĞĚĞůŝǀĞƌĞĚŽƌŝƐƐƵĞĚŽŶŽƌĂĨƚĞƌƚŚĞĨĨĞĐƚŝǀĞĂƚĞŽĨƚŚĞ ŽŶƚƌĂĐƚĂŶĚĂƌĞŶŽƚĂƚƚĂĐŚĞĚŚĞƌĞƚŽ͗ :ΠͲϱϮϬ͕ŐƌĞĞŵĞŶƚďĞƚǁĞĞŶKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĨŽƌŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ;^ƚŝƉƵůĂƚĞĚWƌŝĐĞͿ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϱŽĨϳ Ă͘ EŽƚŝĐĞƚŽWƌŽĐĞĞĚ͘ ď͘ tŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞƐ͘ Đ͘ ŚĂŶŐĞKƌĚĞƌƐ͘ Ě͘ &ŝĞůĚKƌĚĞƌƐ͘ Ğ͘ tĂƌƌĂŶƚǇŽŶĚ͕ŝĨĂŶǇ͘ ͘ dŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐůŝƐƚĞĚŝŶWĂƌĂŐƌĂƉŚϳ͘Ϭϭ͘ĂƌĞĂƚƚĂĐŚĞĚƚŽƚŚŝƐŐƌĞĞŵĞŶƚ;ĞǆĐĞƉƚ ĂƐĞǆƉƌĞƐƐůǇŶŽƚĞĚŽƚŚĞƌǁŝƐĞĂďŽǀĞͿ͘ ͘ dŚĞƌĞĂƌĞŶŽŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŽƚŚĞƌƚŚĂŶƚŚŽƐĞůŝƐƚĞĚĂďŽǀĞŝŶƚŚŝƐƌƚŝĐůĞϳ͘ ͘ dŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŵĂǇŽŶůǇďĞĂŵĞŶĚĞĚ͕ŵŽĚŝĨŝĞĚ͕ŽƌƐƵƉƉůĞŵĞŶƚĞĚĂƐƉƌŽǀŝĚĞĚŝŶ ƚŚĞŽŶƚƌĂĐƚ͘ Zd/>ϴͲZWZ^Edd/KE^͕Zd/&/d/KE^͕E^d/Wh>d/KE^ ϴ͘ϬϭŽŶƚƌĂĐƚŽƌ͛ƐZĞƉƌĞƐĞŶƚĂƚŝŽŶƐ ͘ /Ŷ ŽƌĚĞƌ ƚŽ ŝŶĚƵĐĞ KǁŶĞƌ ƚŽ ĞŶƚĞƌ ŝŶƚŽ ƚŚŝƐ ŽŶƚƌĂĐƚ͕ ŽŶƚƌĂĐƚŽƌŵĂŬĞƐƚŚĞĨŽůůŽǁŝŶŐ ƌĞƉƌĞƐĞŶƚĂƚŝŽŶƐ͗ ϭ͘ ŽŶƚƌĂĐƚŽƌ ŚĂƐ ĞǆĂŵŝŶĞĚ ĂŶĚ ĐĂƌĞĨƵůůǇ ƐƚƵĚŝĞĚ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͕ ŝŶĐůƵĚŝŶŐ ĚĚĞŶĚĂ͘ Ϯ͘ ŽŶƚƌĂĐƚŽƌŚĂƐǀŝƐŝƚĞĚƚŚĞ^ŝƚĞ͕ĐŽŶĚƵĐƚĞĚĂƚŚŽƌŽƵŐŚǀŝƐƵĂůĞǆĂŵŝŶĂƚŝŽŶŽĨƚŚĞ^ŝƚĞĂŶĚ ĂĚũĂĐĞŶƚĂƌĞĂƐ͕ĂŶĚďĞĐŽŵĞĨĂŵŝůŝĂƌǁŝƚŚƚŚĞŐĞŶĞƌĂů͕ůŽĐĂů͕ĂŶĚ^ŝƚĞĐŽŶĚŝƚŝŽŶƐƚŚĂƚŵĂǇ ĂĨĨĞĐƚĐŽƐƚ͕ƉƌŽŐƌĞƐƐ͕ĂŶĚƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͘ ϯ͘ ŽŶƚƌĂĐƚŽƌŝƐĨĂŵŝůŝĂƌǁŝƚŚĂůů>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐƚŚĂƚŵĂǇĂĨĨĞĐƚĐŽƐƚ͕ƉƌŽŐƌĞƐƐ͕ĂŶĚ ƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͘ ϰ͘ ŽŶƚƌĂĐƚŽƌ ŚĂƐ ĐĂƌĞĨƵůůǇ ƐƚƵĚŝĞĚ ƚŚĞ ƌĞƉŽƌƚƐ ŽĨ ĞǆƉůŽƌĂƚŝŽŶƐ ĂŶĚ ƚĞƐƚƐŽĨƐƵďƐƵƌĨĂĐĞ ĐŽŶĚŝƚŝŽŶƐĂƚŽƌĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞĂŶĚƚŚĞĚƌĂǁŝŶŐƐŽĨƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶƐƌĞůĂƚŝŶŐƚŽ ĞǆŝƐƚŝŶŐƐƵƌĨĂĐĞŽƌƐƵďƐƵƌĨĂĐĞƐƚƌƵĐƚƵƌĞƐĂƚƚŚĞ^ŝƚĞƚŚĂƚŚĂǀĞďĞĞŶŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞ ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐ͕ ǁŝƚŚ ƌĞƐƉĞĐƚ ƚŽ ƚŚĞ dĞĐŚŶŝĐĂů ĂƚĂ ŝŶ ƐƵĐŚ ƌĞƉŽƌƚƐ ĂŶĚ ĚƌĂǁŝŶŐƐ͘ ϱ͘ ŽŶƚƌĂĐƚŽƌ ŚĂƐ ĐĂƌĞĨƵůůǇ ƐƚƵĚŝĞĚ ƚŚĞ ƌĞƉŽƌƚƐ ĂŶĚ ĚƌĂǁŝŶŐƐ ƌĞůĂƚŝŶŐ ƚŽ ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶƐ͕ŝĨĂŶǇ͕ĂƚŽƌĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞƚŚĂƚŚĂǀĞďĞĞŶŝĚĞŶƚŝĨŝĞĚŝŶ ƚŚĞ ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐ͕ ǁŝƚŚ ƌĞƐƉĞĐƚ ƚŽ dĞĐŚŶŝĐĂů ĂƚĂ ŝŶ ƐƵĐŚ ƌĞƉŽƌƚƐ ĂŶĚ ĚƌĂǁŝŶŐƐ͘ ϲ͘ ŽŶƚƌĂĐƚŽƌ ŚĂƐ ĐŽŶƐŝĚĞƌĞĚ ƚŚĞ ŝŶĨŽƌŵĂƚŝŽŶ ŬŶŽǁŶ ƚŽ ŽŶƚƌĂĐƚŽƌ ŝƚƐĞůĨ͖ ŝŶĨŽƌŵĂƚŝŽŶ ĐŽŵŵŽŶůǇŬŶŽǁŶƚŽĐŽŶƚƌĂĐƚŽƌƐĚŽŝŶŐďƵƐŝŶĞƐƐŝŶƚŚĞůŽĐĂůŝƚǇŽĨƚŚĞ^ŝƚĞ͖ŝŶĨŽƌŵĂƚŝŽŶĂŶĚ ŽďƐĞƌǀĂƚŝŽŶƐŽďƚĂŝŶĞĚĨƌŽŵǀŝƐŝƚƐƚŽƚŚĞ^ŝƚĞ͖ƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͖ĂŶĚƚŚĞdĞĐŚŶŝĐĂů ĂƚĂŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽƌďǇĚĞĨŝŶŝƚŝŽŶ͕ǁŝƚŚƌĞƐƉĞĐƚƚŽƚŚĞ ĞĨĨĞĐƚŽĨƐƵĐŚŝŶĨŽƌŵĂƚŝŽŶ͕ŽďƐĞƌǀĂƚŝŽŶƐ͕ĂŶĚdĞĐŚŶŝĐĂůĂƚĂŽŶ;ĂͿƚŚĞĐŽƐƚ͕ƉƌŽŐƌĞƐƐ͕ĂŶĚ ƉĞƌĨŽƌŵĂŶĐĞ ŽĨ ƚŚĞ tŽƌŬ͖ ;ďͿƚŚĞ ŵĞĂŶƐ͕ ŵĞƚŚŽĚƐ͕ ƚĞĐŚŶŝƋƵĞƐ͕ ƐĞƋƵĞŶĐĞƐ͕ ĂŶĚ ƉƌŽĐĞĚƵƌĞƐŽĨĐŽŶƐƚƌƵĐƚŝŽŶƚŽďĞĞŵƉůŽǇĞĚďǇŽŶƚƌĂĐƚŽƌ͖ĂŶĚ;ĐͿŽŶƚƌĂĐƚŽƌ͛ƐƐĂĨĞƚǇ ƉƌĞĐĂƵƚŝŽŶƐĂŶĚƉƌŽŐƌĂŵƐ͘ :ΠͲϱϮϬ͕ŐƌĞĞŵĞŶƚďĞƚǁĞĞŶKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĨŽƌŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ;^ƚŝƉƵůĂƚĞĚWƌŝĐĞͿ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲŽĨϳ ϳ͘ ĂƐĞĚ ŽŶ ƚŚĞ ŝŶĨŽƌŵĂƚŝŽŶ ĂŶĚ ŽďƐĞƌǀĂƚŝŽŶƐ ƌĞĨĞƌƌĞĚ ƚŽ ŝŶ ƚŚĞ ƉƌĞĐĞĚŝŶŐ ƉĂƌĂŐƌĂƉŚ͕ ŽŶƚƌĂĐƚŽƌ ĂŐƌĞĞƐ ƚŚĂƚ ŶŽ ĨƵƌƚŚĞƌ ĞǆĂŵŝŶĂƚŝŽŶƐ͕ ŝŶǀĞƐƚŝŐĂƚŝŽŶƐ͕ ĞǆƉůŽƌĂƚŝŽŶƐ͕ ƚĞƐƚƐ͕ ƐƚƵĚŝĞƐ͕ŽƌĚĂƚĂĂƌĞŶĞĐĞƐƐĂƌǇĨŽƌƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬĂƚƚŚĞŽŶƚƌĂĐƚWƌŝĐĞ͕ ǁŝƚŚŝŶƚŚĞŽŶƚƌĂĐƚdŝŵĞƐ͕ĂŶĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽƚŚĞƌƚĞƌŵƐĂŶĚĐŽŶĚŝƚŝŽŶƐŽĨƚŚĞ ŽŶƚƌĂĐƚ͘ ϴ͘ ŽŶƚƌĂĐƚŽƌŝƐĂǁĂƌĞŽĨƚŚĞŐĞŶĞƌĂůŶĂƚƵƌĞŽĨǁŽƌŬƚŽďĞƉĞƌĨŽƌŵĞĚďǇKǁŶĞƌĂŶĚŽƚŚĞƌƐ ĂƚƚŚĞ^ŝƚĞƚŚĂƚƌĞůĂƚĞƐƚŽƚŚĞtŽƌŬĂƐŝŶĚŝĐĂƚĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ϵ͘ ŽŶƚƌĂĐƚŽƌ ŚĂƐ ŐŝǀĞŶ ŶŐŝŶĞĞƌ ǁƌŝƚƚĞŶ ŶŽƚŝĐĞ ŽĨ Ăůů ĐŽŶĨůŝĐƚƐ͕ ĞƌƌŽƌƐ͕ ĂŵďŝŐƵŝƚŝĞƐ͕ Žƌ ĚŝƐĐƌĞƉĂŶĐŝĞƐ ƚŚĂƚ ŽŶƚƌĂĐƚŽƌ ŚĂƐ ĚŝƐĐŽǀĞƌĞĚ ŝŶ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͕ ĂŶĚ ŽĨ ĚŝƐĐƌĞƉĂŶĐŝĞƐďĞƚǁĞĞŶ^ŝƚĞĐŽŶĚŝƚŝŽŶƐĂŶĚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ĂŶĚƚŚĞǁƌŝƚƚĞŶ ƌĞƐŽůƵƚŝŽŶƚŚĞƌĞŽĨďǇŶŐŝŶĞĞƌŝƐĂĐĐĞƉƚĂďůĞƚŽŽŶƚƌĂĐƚŽƌ͘ ϭϬ͘dŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂƌĞŐĞŶĞƌĂůůǇƐƵĨĨŝĐŝĞŶƚƚŽŝŶĚŝĐĂƚĞĂŶĚĐŽŶǀĞǇƵŶĚĞƌƐƚĂŶĚŝŶŐŽĨ ĂůůƚĞƌŵƐĂŶĚĐŽŶĚŝƚŝŽŶƐĨŽƌƉĞƌĨŽƌŵĂŶĐĞĂŶĚĨƵƌŶŝƐŚŝŶŐŽĨƚŚĞtŽƌŬ͘ ϭϭ͘ŽŶƚƌĂĐƚŽƌ͛ƐĞŶƚƌǇŝŶƚŽƚŚŝƐŽŶƚƌĂĐƚĐŽŶƐƚŝƚƵƚĞƐĂŶŝŶĐŽŶƚƌŽǀĞƌƚŝďůĞƌĞƉƌĞƐĞŶƚĂƚŝŽŶďǇ ŽŶƚƌĂĐƚŽƌ ƚŚĂƚ ǁŝƚŚŽƵƚ ĞǆĐĞƉƚŝŽŶ Ăůů ƉƌŝĐĞƐ ŝŶ ƚŚĞ ŐƌĞĞŵĞŶƚ ĂƌĞ ƉƌĞŵŝƐĞĚ ƵƉŽŶ ƉĞƌĨŽƌŵŝŶŐĂŶĚĨƵƌŶŝƐŚŝŶŐƚŚĞtŽƌŬƌĞƋƵŝƌĞĚďǇƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ϴ͘ϬϮŽŶƚƌĂĐƚŽƌ͛ƐĞƌƚŝĨŝĐĂƚŝŽŶƐ ͘ ŽŶƚƌĂĐƚŽƌĐĞƌƚŝĨŝĞƐƚŚĂƚŝƚŚĂƐŶŽƚĞŶŐĂŐĞĚŝŶĐŽƌƌƵƉƚ͕ĨƌĂƵĚƵůĞŶƚ͕ĐŽůůƵƐŝǀĞ͕ŽƌĐŽĞƌĐŝǀĞ ƉƌĂĐƚŝĐĞƐ ŝŶ ĐŽŵƉĞƚŝŶŐ ĨŽƌ Žƌ ŝŶ ĞǆĞĐƵƚŝŶŐ ƚŚĞ ŽŶƚƌĂĐƚ͘ &Žƌ ƚŚĞ ƉƵƌƉŽƐĞƐ ŽĨ ƚŚŝƐ WĂƌĂŐƌĂƉŚϴ͘ϬϮ͗ ϭ͘ ͞ĐŽƌƌƵƉƚƉƌĂĐƚŝĐĞ͟ŵĞĂŶƐƚŚĞŽĨĨĞƌŝŶŐ͕ŐŝǀŝŶŐ͕ƌĞĐĞŝǀŝŶŐ͕ŽƌƐŽůŝĐŝƚŝŶŐŽĨĂŶǇƚŚŝŶŐŽĨǀĂůƵĞ ůŝŬĞůǇƚŽŝŶĨůƵĞŶĐĞƚŚĞĂĐƚŝŽŶŽĨĂƉƵďůŝĐŽĨĨŝĐŝĂůŝŶƚŚĞďŝĚĚŝŶŐƉƌŽĐĞƐƐŽƌŝŶƚŚĞŽŶƚƌĂĐƚ ĞǆĞĐƵƚŝŽŶ͖ Ϯ͘ ͞ĨƌĂƵĚƵůĞŶƚ ƉƌĂĐƚŝĐĞ͟ ŵĞĂŶƐ ĂŶ ŝŶƚĞŶƚŝŽŶĂů ŵŝƐƌĞƉƌĞƐĞŶƚĂƚŝŽŶ ŽĨ ĨĂĐƚƐ ŵĂĚĞ ;ĂͿ ƚŽ ŝŶĨůƵĞŶĐĞƚŚĞďŝĚĚŝŶŐƉƌŽĐĞƐƐŽƌƚŚĞĞǆĞĐƵƚŝŽŶŽĨƚŚĞŽŶƚƌĂĐƚƚŽƚŚĞĚĞƚƌŝŵĞŶƚŽĨKǁŶĞƌ͕ ;ďͿƚŽĞƐƚĂďůŝƐŚŝĚŽƌŽŶƚƌĂĐƚƉƌŝĐĞƐĂƚĂƌƚŝĨŝĐŝĂůŶŽŶͲĐŽŵƉĞƚŝƚŝǀĞůĞǀĞůƐ͕Žƌ;ĐͿƚŽĚĞƉƌŝǀĞ KǁŶĞƌŽĨƚŚĞďĞŶĞĨŝƚƐŽĨĨƌĞĞĂŶĚŽƉĞŶĐŽŵƉĞƚŝƚŝŽŶ͖ ϯ͘ ͞ĐŽůůƵƐŝǀĞƉƌĂĐƚŝĐĞ͟ŵĞĂŶƐĂƐĐŚĞŵĞŽƌĂƌƌĂŶŐĞŵĞŶƚďĞƚǁĞĞŶƚǁŽŽƌŵŽƌĞŝĚĚĞƌƐ͕ǁŝƚŚ ŽƌǁŝƚŚŽƵƚƚŚĞŬŶŽǁůĞĚŐĞŽĨKǁŶĞƌ͕ĂƉƵƌƉŽƐĞŽĨǁŚŝĐŚŝƐƚŽĞƐƚĂďůŝƐŚŝĚƉƌŝĐĞƐĂƚ ĂƌƚŝĨŝĐŝĂů͕ŶŽŶͲĐŽŵƉĞƚŝƚŝǀĞůĞǀĞůƐ͖ĂŶĚ ϰ͘ ͞ĐŽĞƌĐŝǀĞƉƌĂĐƚŝĐĞ͟ŵĞĂŶƐŚĂƌŵŝŶŐŽƌƚŚƌĞĂƚĞŶŝŶŐƚŽŚĂƌŵ͕ĚŝƌĞĐƚůǇŽƌŝŶĚŝƌĞĐƚůǇ͕ƉĞƌƐŽŶƐ 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ŝĨĨĞƌŝŶŐ^ƵďƐƵƌĨĂĐĞŽƌWŚǇƐŝĐĂůŽŶĚŝƚŝŽŶƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϲ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ dKWĂŐĞϮŽĨϱ ϱ͘Ϭϱ hŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϳ ϱ͘Ϭϲ ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶƐĂƚ^ŝƚĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϭϵ ƌƚŝĐůĞϲͶŽŶĚƐĂŶĚ/ŶƐƵƌĂŶĐĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘Ϯϭ ϲ͘Ϭϭ WĞƌĨŽƌŵĂŶĐĞ͕WĂǇŵĞŶƚ͕ĂŶĚKƚŚĞƌŽŶĚƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘Ϯϭ ϲ͘ϬϮ /ŶƐƵƌĂŶĐĞͶ'ĞŶĞƌĂůWƌŽǀŝƐŝŽŶƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϮϮ ϲ͘Ϭϯ 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^ĂĨĞƚǇWƌŽŐƌĂŵƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϯ ƌƚŝĐůĞϭϬͶŶŐŝŶĞĞƌ͛Ɛ^ƚĂƚƵƐƵƌŝŶŐŽŶƐƚƌƵĐƚŝŽŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϰ ϭϬ͘Ϭϭ KǁŶĞƌ͛ƐZĞƉƌĞƐĞŶƚĂƚŝǀĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϰ ϭϬ͘ϬϮ sŝƐŝƚƐƚŽ^ŝƚĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϰ ϭϬ͘Ϭϯ ZĞƐŝĚĞŶƚWƌŽũĞĐƚZĞƉƌĞƐĞŶƚĂƚŝǀĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϰ ϭϬ͘Ϭϰ ŶŐŝŶĞĞƌ͛ƐƵƚŚŽƌŝƚǇ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϰ ϭϬ͘Ϭϱ ĞƚĞƌŵŝŶĂƚŝŽŶƐĨŽƌhŶŝƚWƌŝĐĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϱ ϭϬ͘Ϭϲ ĞĐŝƐŝŽŶƐŽŶZĞƋƵŝƌĞŵĞŶƚƐŽĨŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂŶĚĐĐĞƉƚĂďŝůŝƚǇŽĨtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϱ ϭϬ͘Ϭϳ >ŝŵŝƚĂƚŝŽŶƐŽŶŶŐŝŶĞĞƌ͛ƐƵƚŚŽƌŝƚǇĂŶĚZĞƐƉŽŶƐŝďŝůŝƚŝĞƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϱ ϭϬ͘Ϭϴ ŽŵƉůŝĂŶĐĞǁŝƚŚ^ĂĨĞƚǇWƌŽŐƌĂŵ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϱ ƌƚŝĐůĞϭϭͶŚĂŶŐĞƐƚŽƚŚĞŽŶƚƌĂĐƚ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϲ ϭϭ͘Ϭϭ ŵĞŶĚŝŶŐĂŶĚ^ƵƉƉůĞŵĞŶƚŝŶŐƚŚĞŽŶƚƌĂĐƚ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϲ ϭϭ͘ϬϮ ŚĂŶŐĞKƌĚĞƌƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϲ ϭϭ͘Ϭϯ tŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϲ ϭϭ͘Ϭϰ &ŝĞůĚKƌĚĞƌƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϳ ϭϭ͘Ϭϱ KǁŶĞƌͲƵƚŚŽƌŝǌĞĚŚĂŶŐĞƐŝŶƚŚĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϳ ϭϭ͘Ϭϲ hŶĂƵƚŚŽƌŝǌĞĚŚĂŶŐĞƐŝŶƚŚĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϳ ϭϭ͘Ϭϳ ŚĂŶŐĞŽĨŽŶƚƌĂĐƚWƌŝĐĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϳ ϭϭ͘Ϭϴ ŚĂŶŐĞŽĨŽŶƚƌĂĐƚdŝŵĞƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϵ ϭϭ͘Ϭϵ ŚĂŶŐĞWƌŽƉŽƐĂůƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϰϵ ϭϭ͘ϭϬ EŽƚŝĨŝĐĂƚŝŽŶƚŽ^ƵƌĞƚǇ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϬ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ dKWĂŐĞϰŽĨϱ ƌƚŝĐůĞϭϮͶůĂŝŵƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϬ ϭϮ͘Ϭϭ ůĂŝŵƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϬ ƌƚŝĐůĞϭϯͶŽƐƚŽĨƚŚĞtŽƌŬ͖ůůŽǁĂŶĐĞƐ͖hŶŝƚWƌŝĐĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϭ ϭϯ͘Ϭϭ ŽƐƚŽĨƚŚĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϭ ϭϯ͘ϬϮ ůůŽǁĂŶĐĞƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϱ ϭϯ͘Ϭϯ hŶŝƚWƌŝĐĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϱ ƌƚŝĐůĞϭϰͶdĞƐƚƐĂŶĚ/ŶƐƉĞĐƚŝŽŶƐ͖ŽƌƌĞĐƚŝŽŶ͕ZĞŵŽǀĂů͕ŽƌĐĐĞƉƚĂŶĐĞŽĨĞĨĞĐƚŝǀĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϲ ϭϰ͘Ϭϭ ĐĐĞƐƐƚŽtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϲ ϭϰ͘ϬϮ dĞƐƚƐ͕/ŶƐƉĞĐƚŝŽŶƐ͕ĂŶĚƉƉƌŽǀĂůƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϲ ϭϰ͘Ϭϯ ĞĨĞĐƚŝǀĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϳ ϭϰ͘Ϭϰ ĐĐĞƉƚĂŶĐĞŽĨĞĨĞĐƚŝǀĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϴ ϭϰ͘Ϭϱ hŶĐŽǀĞƌŝŶŐtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϴ ϭϰ͘Ϭϲ KǁŶĞƌDĂǇ^ƚŽƉƚŚĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϴ ϭϰ͘Ϭϳ KǁŶĞƌDĂǇŽƌƌĞĐƚĞĨĞĐƚŝǀĞtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϵ ƌƚŝĐůĞϭϱͶWĂǇŵĞŶƚƐƚŽŽŶƚƌĂĐƚŽƌ͖^ĞƚͲKĨĨƐ͖ŽŵƉůĞƚŝŽŶ͖ŽƌƌĞĐƚŝŽŶWĞƌŝŽĚ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϵ ϭϱ͘Ϭϭ WƌŽŐƌĞƐƐWĂǇŵĞŶƚƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϱϵ ϭϱ͘ϬϮ ŽŶƚƌĂĐƚŽƌ͛ƐtĂƌƌĂŶƚǇŽĨdŝƚůĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϮ ϭϱ͘Ϭϯ ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϮ ϭϱ͘Ϭϰ WĂƌƚŝĂůhƐĞŽƌKĐĐƵƉĂŶĐǇ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϯ ϭϱ͘Ϭϱ &ŝŶĂů/ŶƐƉĞĐƚŝŽŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϰ ϭϱ͘Ϭϲ &ŝŶĂůWĂǇŵĞŶƚ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϰ ϭϱ͘Ϭϳ tĂŝǀĞƌŽĨůĂŝŵƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϱ ϭϱ͘Ϭϴ ŽƌƌĞĐƚŝŽŶWĞƌŝŽĚ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϲ ƌƚŝĐůĞϭϲͶ^ƵƐƉĞŶƐŝŽŶŽĨtŽƌŬĂŶĚdĞƌŵŝŶĂƚŝŽŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϳ ϭϲ͘Ϭϭ KǁŶĞƌDĂǇ^ƵƐƉĞŶĚtŽƌŬ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϳ ϭϲ͘ϬϮ KǁŶĞƌDĂǇdĞƌŵŝŶĂƚĞĨŽƌĂƵƐĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϳ ϭϲ͘Ϭϯ KǁŶĞƌDĂǇdĞƌŵŝŶĂƚĞĨŽƌŽŶǀĞŶŝĞŶĐĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϴ ϭϲ͘Ϭϰ ŽŶƚƌĂĐƚŽƌDĂǇ^ƚŽƉtŽƌŬŽƌdĞƌŵŝŶĂƚĞ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ϲϴ 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ƚŚĞŽŶƚƌĂĐƚ͘ ϵ͘ŚĂŶŐĞWƌŽƉŽƐĂůͶǁƌŝƚƚĞŶƌĞƋƵĞƐƚďǇŽŶƚƌĂĐƚŽƌ͕ĚƵůǇƐƵďŵŝƚƚĞĚŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚ ƚŚĞƉƌŽĐĞĚƵƌĂůƌĞƋƵŝƌĞŵĞŶƚƐƐĞƚĨŽƌƚŚŚĞƌĞŝŶ͕ƐĞĞŬŝŶŐĂŶĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽƌ ŽŶƚƌĂĐƚdŝŵĞƐ͖ĐŽŶƚĞƐƚŝŶŐĂŶŝŶŝƚŝĂůĚĞĐŝƐŝŽŶďǇŶŐŝŶĞĞƌĐŽŶĐĞƌŶŝŶŐƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ ƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŽƌƚŚĞĂĐĐĞƉƚĂďŝůŝƚǇŽĨtŽƌŬƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͖ ĐŚĂůůĞŶŐŝŶŐĂƐĞƚͲŽĨĨĂŐĂŝŶƐƚƉĂǇŵĞŶƚƐĚƵĞ͖ŽƌƐĞĞŬŝŶŐŽƚŚĞƌƌĞůŝĞĨǁŝƚŚƌĞƐƉĞĐƚƚŽƚŚĞ ƚĞƌŵƐŽĨƚŚĞŽŶƚƌĂĐƚ͘ ϭϬ͘ůĂŝŵ Ă͘ ĚĞŵĂŶĚŽƌĂƐƐĞƌƚŝŽŶďǇKǁŶĞƌĚŝƌĞĐƚůǇƚŽŽŶƚƌĂĐƚŽƌ͕ĚƵůǇƐƵďŵŝƚƚĞĚŝŶĐŽŵƉůŝĂŶĐĞ ǁŝƚŚƚŚĞƉƌŽĐĞĚƵƌĂůƌĞƋƵŝƌĞŵĞŶƚƐƐĞƚĨŽƌƚŚŚĞƌĞŝŶ͕ƐĞĞŬŝŶŐĂŶĂĚũƵƐƚŵĞŶƚŽĨŽŶƚƌĂĐƚ WƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐ͖ĐŽŶƚĞƐƚŝŶŐĂŶŝŶŝƚŝĂůĚĞĐŝƐŝŽŶďǇŶŐŝŶĞĞƌĐŽŶĐĞƌŶŝŶŐƚŚĞ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϮŽĨϳϬ ƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŽƌƚŚĞĂĐĐĞƉƚĂďŝůŝƚǇŽĨtŽƌŬƵŶĚĞƌƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͖ĐŽŶƚĞƐƚŝŶŐŶŐŝŶĞĞƌ͛ƐĚĞĐŝƐŝŽŶƌĞŐĂƌĚŝŶŐĂŚĂŶŐĞWƌŽƉŽƐĂů͖ ƐĞĞŬŝŶŐƌĞƐŽůƵƚŝŽŶŽĨĂĐŽŶƚƌĂĐƚƵĂůŝƐƐƵĞƚŚĂƚŶŐŝŶĞĞƌŚĂƐĚĞĐůŝŶĞĚƚŽĂĚĚƌĞƐƐ͖Žƌ ƐĞĞŬŝŶŐŽƚŚĞƌƌĞůŝĞĨǁŝƚŚƌĞƐƉĞĐƚƚŽƚŚĞƚĞƌŵƐŽĨƚŚĞŽŶƚƌĂĐƚ͘ ď͘ ĚĞŵĂŶĚŽƌĂƐƐĞƌƚŝŽŶďǇŽŶƚƌĂĐƚŽƌĚŝƌĞĐƚůǇƚŽKǁŶĞƌ͕ĚƵůǇƐƵďŵŝƚƚĞĚŝŶĐŽŵƉůŝĂŶĐĞ ǁŝƚŚƚŚĞƉƌŽĐĞĚƵƌĂůƌĞƋƵŝƌĞŵĞŶƚƐƐĞƚĨŽƌƚŚŚĞƌĞŝŶ͕ĐŽŶƚĞƐƚŝŶŐŶŐŝŶĞĞƌ͛ƐĚĞĐŝƐŝŽŶ ƌĞŐĂƌĚŝŶŐ Ă ŚĂŶŐĞ WƌŽƉŽƐĂů͕ Žƌ ƐĞĞŬŝŶŐ ƌĞƐŽůƵƚŝŽŶ ŽĨ Ă ĐŽŶƚƌĂĐƚƵĂů ŝƐƐƵĞ ƚŚĂƚ ŶŐŝŶĞĞƌŚĂƐĚĞĐůŝŶĞĚƚŽĂĚĚƌĞƐƐ͘ Đ͘ ĚĞŵĂŶĚŽƌĂƐƐĞƌƚŝŽŶďǇKǁŶĞƌŽƌŽŶƚƌĂĐƚŽƌ͕ĚƵůǇƐƵďŵŝƚƚĞĚŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚ ƚŚĞƉƌŽĐĞĚƵƌĂůƌĞƋƵŝƌĞŵĞŶƚƐƐĞƚĨŽƌƚŚŚĞƌĞŝŶ͕ŵĂĚĞƉƵƌƐƵĂŶƚƚŽWĂƌĂŐƌĂƉŚϭϮ͘Ϭϭ͘͘ϰ͕ ĐŽŶĐĞƌŶŝŶŐĚŝƐƉƵƚĞƐĂƌŝƐŝŶŐĂĨƚĞƌŶŐŝŶĞĞƌŚĂƐŝƐƐƵĞĚĂƌĞĐŽŵŵĞŶĚĂƚŝŽŶŽĨĨŝŶĂů ƉĂǇŵĞŶƚ͘ Ě͘ ĚĞŵĂŶĚĨŽƌŵŽŶĞǇŽƌƐĞƌǀŝĐĞƐďǇĂƚŚŝƌĚƉĂƌƚǇŝƐŶŽƚĂůĂŝŵ͘ ϭϭ͘ŽŶƐƚŝƚƵĞŶƚ ŽĨ ŽŶĐĞƌŶͶƐďĞƐƚŽƐ͕ ƉĞƚƌŽůĞƵŵ͕ ƌĂĚŝŽĂĐƚŝǀĞ ŵĂƚĞƌŝĂůƐ͕ ƉŽůǇĐŚůŽƌŝŶĂƚĞĚ ďŝƉŚĞŶǇůƐ;WƐͿ͕ůĞĂĚͲďĂƐĞĚƉĂŝŶƚ;ĂƐĚĞĨŝŶĞĚďǇƚŚĞ,hͬWƐƚĂŶĚĂƌĚͿ͕ŚĂǌĂƌĚŽƵƐ ǁĂƐƚĞ͕ĂŶĚĂŶǇƐƵďƐƚĂŶĐĞ͕ƉƌŽĚƵĐƚ͕ǁĂƐƚĞ͕ŽƌŽƚŚĞƌŵĂƚĞƌŝĂůŽĨĂŶǇŶĂƚƵƌĞǁŚĂƚƐŽĞǀĞƌ ƚŚĂƚŝƐŽƌďĞĐŽŵĞƐůŝƐƚĞĚ͕ƌĞŐƵůĂƚĞĚ͕ŽƌĂĚĚƌĞƐƐĞĚƉƵƌƐƵĂŶƚƚŽ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ ƌĞŐƵůĂƚŝŶŐ͕ƌĞůĂƚŝŶŐƚŽ͕Žƌ ŝŵƉŽƐŝŶŐůŝĂďŝůŝƚǇŽƌƐƚĂŶĚĂƌĚƐ ŽĨĐŽŶĚƵĐƚ ĐŽŶĐĞƌŶŝŶŐ͕ĂŶǇ ŚĂǌĂƌĚŽƵƐ͕ƚŽǆŝĐ͕ŽƌĚĂŶŐĞƌŽƵƐǁĂƐƚĞ͕ƐƵďƐƚĂŶĐĞ͕ŽƌŵĂƚĞƌŝĂů͘ ϭϮ͘ŽŶƚƌĂĐƚͶdŚĞĞŶƚŝƌĞĂŶĚŝŶƚĞŐƌĂƚĞĚǁƌŝƚƚĞŶĐŽŶƚƌĂĐƚďĞƚǁĞĞŶKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌ ĐŽŶĐĞƌŶŝŶŐƚŚĞtŽƌŬ͘ ϭϯ͘ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐͶdŚŽƐĞŝƚĞŵƐƐŽĚĞƐŝŐŶĂƚĞĚŝŶƚŚĞŐƌĞĞŵĞŶƚ͕ĂŶĚǁŚŝĐŚƚŽŐĞƚŚĞƌ ĐŽŵƉƌŝƐĞƚŚĞŽŶƚƌĂĐƚ͘ ϭϰ͘ŽŶƚƌĂĐƚWƌŝĐĞͶdŚĞŵŽŶĞǇƚŚĂƚKǁŶĞƌŚĂƐĂŐƌĞĞĚƚŽƉĂǇŽŶƚƌĂĐƚŽƌĨŽƌĐŽŵƉůĞƚŝŽŶŽĨ ƚŚĞtŽƌŬŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ϭϱ͘ŽŶƚƌĂĐƚdŝŵĞƐͶdŚĞŶƵŵďĞƌŽĨĚĂǇƐŽƌƚŚĞĚĂƚĞƐďǇǁŚŝĐŚŽŶƚƌĂĐƚŽƌƐŚĂůů͗;ĂͿĂĐŚŝĞǀĞ DŝůĞƐƚŽŶĞƐ͕ŝĨĂŶǇ͖;ďͿĂĐŚŝĞǀĞ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͖ĂŶĚ;ĐͿĐŽŵƉůĞƚĞƚŚĞtŽƌŬ͘ ϭϲ͘ŽŶƚƌĂĐƚŽƌͶdŚĞŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇǁŝƚŚǁŚŝĐŚKǁŶĞƌŚĂƐĐŽŶƚƌĂĐƚĞĚĨŽƌƉĞƌĨŽƌŵĂŶĐĞ ŽĨƚŚĞtŽƌŬ͘ ϭϳ͘ŽƐƚŽĨƚŚĞtŽƌŬͶ^ĞĞWĂƌĂŐƌĂƉŚϭϯ͘ϬϭĨŽƌĚĞĨŝŶŝƚŝŽŶ͘ ϭϴ͘ƌĂǁŝŶŐƐͶdŚĞ ƉĂƌƚ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ ƚŚĂƚ ŐƌĂƉŚŝĐĂůůǇ ƐŚŽǁƐ ƚŚĞ ƐĐŽƉĞ͕ ĞǆƚĞŶƚ͕ ĂŶĚ ĐŚĂƌĂĐƚĞƌŽĨƚŚĞtŽƌŬƚŽďĞƉĞƌĨŽƌŵĞĚďǇŽŶƚƌĂĐƚŽƌ͘ ϭϵ͘ĨĨĞĐƚŝǀĞĂƚĞŽĨƚŚĞŽŶƚƌĂĐƚͶdŚĞĚĂƚĞ͕ŝŶĚŝĐĂƚĞĚŝŶƚŚĞŐƌĞĞŵĞŶƚ͕ŽŶǁŚŝĐŚƚŚĞ ŽŶƚƌĂĐƚďĞĐŽŵĞƐĞĨĨĞĐƚŝǀĞ͘ ϮϬ͘ůĞĐƚƌŽŶŝĐ ŽĐƵŵĞŶƚͶŶǇ WƌŽũĞĐƚͲƌĞůĂƚĞĚ ĐŽƌƌĞƐƉŽŶĚĞŶĐĞ͕ ĂƚƚĂĐŚŵĞŶƚƐ ƚŽ ĐŽƌƌĞƐƉŽŶĚĞŶĐĞ͕ĚĂƚĂ͕ĚŽĐƵŵĞŶƚƐ͕ĚƌĂǁŝŶŐƐ͕ŝŶĨŽƌŵĂƚŝŽŶ͕ŽƌŐƌĂƉŚŝĐƐ͕ŝŶĐůƵĚŝŶŐďƵƚŶŽƚ ůŝŵŝƚĞĚƚŽ^ŚŽƉƌĂǁŝŶŐƐĂŶĚŽƚŚĞƌ^ƵďŵŝƚƚĂůƐ͕ƚŚĂƚĂƌĞŝŶĂŶĞůĞĐƚƌŽŶŝĐŽƌĚŝŐŝƚĂůĨŽƌŵĂƚ͘ Ϯϭ͘ůĞĐƚƌŽŶŝĐ DĞĂŶƐͶůĞĐƚƌŽŶŝĐ ŵĂŝů ;ĞŵĂŝůͿ͕ ƵƉůŽĂĚͬĚŽǁŶůŽĂĚ ĨƌŽŵ Ă ƐĞĐƵƌĞ WƌŽũĞĐƚ ǁĞďƐŝƚĞ͕ Žƌ ŽƚŚĞƌ ĐŽŵŵƵŶŝĐĂƚŝŽŶƐ ŵĞƚŚŽĚƐ ƚŚĂƚ ĂůůŽǁ͗ ;ĂͿ ƚŚĞ ƚƌĂŶƐŵŝƐƐŝŽŶ Žƌ ĐŽŵŵƵŶŝĐĂƚŝŽŶ ŽĨ ůĞĐƚƌŽŶŝĐ ŽĐƵŵĞŶƚƐ͖ ;ďͿ ƚŚĞ ĚŽĐƵŵĞŶƚĂƚŝŽŶ ŽĨ ƚƌĂŶƐŵŝƐƐŝŽŶƐ͕ ŝŶĐůƵĚŝŶŐƐĞŶĚŝŶŐĂŶĚƌĞĐĞŝƉƚ͖;ĐͿƉƌŝŶƚŝŶŐŽĨƚŚĞƚƌĂŶƐŵŝƚƚĞĚůĞĐƚƌŽŶŝĐŽĐƵŵĞŶƚďǇƚŚĞ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯŽĨϳϬ ƌĞĐŝƉŝĞŶƚ͖ ;ĚͿ ƚŚĞ ƐƚŽƌĂŐĞ ĂŶĚ ĂƌĐŚŝǀŝŶŐ ŽĨ ƚŚĞ ůĞĐƚƌŽŶŝĐ ŽĐƵŵĞŶƚ ďǇ ƐĞŶĚĞƌ ĂŶĚ ƌĞĐŝƉŝĞŶƚ͖ĂŶĚ;ĞͿƚŚĞƵƐĞďǇƌĞĐŝƉŝĞŶƚŽĨƚŚĞůĞĐƚƌŽŶŝĐŽĐƵŵĞŶƚĨŽƌƉƵƌƉŽƐĞƐƉĞƌŵŝƚƚĞĚ ďǇƚŚŝƐŽŶƚƌĂĐƚ͘ůĞĐƚƌŽŶŝĐDĞĂŶƐĚŽĞƐŶŽƚŝŶĐůƵĚĞƚŚĞƵƐĞŽĨƚĞǆƚŵĞƐƐĂŐŝŶŐ͕ŽƌŽĨ &ĂĐĞďŽŽŬ͕ dǁŝƚƚĞƌ͕ /ŶƐƚĂŐƌĂŵ͕ Žƌ ƐŝŵŝůĂƌ ƐŽĐŝĂů ŵĞĚŝĂ ƐĞƌǀŝĐĞƐĨŽƌ ƚƌĂŶƐŵŝƐƐŝŽŶ ŽĨ ůĞĐƚƌŽŶŝĐŽĐƵŵĞŶƚƐ͘ ϮϮ͘ŶŐŝŶĞĞƌͶdŚĞŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇŶĂŵĞĚĂƐƐƵĐŚŝŶƚŚĞŐƌĞĞŵĞŶƚ͘ Ϯϯ͘&ŝĞůĚKƌĚĞƌͶǁƌŝƚƚĞŶŽƌĚĞƌŝƐƐƵĞĚďǇŶŐŝŶĞĞƌǁŚŝĐŚƌĞƋƵŝƌĞƐŵŝŶŽƌĐŚĂŶŐĞƐŝŶƚŚĞ tŽƌŬďƵƚĚŽĞƐŶŽƚĐŚĂŶŐĞƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌƚŚĞŽŶƚƌĂĐƚdŝŵĞƐ͘ Ϯϰ͘,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶͶdŚĞƉƌĞƐĞŶĐĞĂƚƚŚĞ^ŝƚĞŽĨŽŶƐƚŝƚƵĞŶƚƐŽĨŽŶĐĞƌŶ ŝŶƐƵĐŚƋƵĂŶƚŝƚŝĞƐŽƌĐŝƌĐƵŵƐƚĂŶĐĞƐƚŚĂƚŵĂǇƉƌĞƐĞŶƚĂĚĂŶŐĞƌƚŽƉĞƌƐŽŶƐŽƌƉƌŽƉĞƌƚǇ ĞǆƉŽƐĞĚƚŚĞƌĞƚŽ͘ Ă͘ dŚĞƉƌĞƐĞŶĐĞĂƚƚŚĞ^ŝƚĞŽĨŵĂƚĞƌŝĂůƐƚŚĂƚĂƌĞŶĞĐĞƐƐĂƌǇĨŽƌƚŚĞĞǆĞĐƵƚŝŽŶŽĨƚŚĞtŽƌŬ͕ ŽƌƚŚĂƚĂƌĞƚŽďĞŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞtŽƌŬ͕ĂŶĚƚŚĂƚĂƌĞĐŽŶƚƌŽůůĞĚĂŶĚĐŽŶƚĂŝŶĞĚ ƉƵƌƐƵĂŶƚƚŽŝŶĚƵƐƚƌǇƉƌĂĐƚŝĐĞƐ͕>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͕ĂŶĚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞ ŽŶƚƌĂĐƚ͕ŝƐŶŽƚĂ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶ͘ ď͘ dŚĞƉƌĞƐĞŶĐĞŽĨŽŶƐƚŝƚƵĞŶƚƐŽĨŽŶĐĞƌŶƚŚĂƚĂƌĞƚŽďĞƌĞŵŽǀĞĚŽƌƌĞŵĞĚŝĂƚĞĚĂƐ ƉĂƌƚŽĨƚŚĞtŽƌŬŝƐŶŽƚĂ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶ͘ Đ͘ dŚĞƉƌĞƐĞŶĐĞŽĨŽŶƐƚŝƚƵĞŶƚƐŽĨŽŶĐĞƌŶĂƐƉĂƌƚŽĨƚŚĞƌŽƵƚŝŶĞ͕ĂŶƚŝĐŝƉĂƚĞĚ͕ĂŶĚ ŽďǀŝŽƵƐǁŽƌŬŝŶŐĐŽŶĚŝƚŝŽŶƐĂƚƚŚĞ^ŝƚĞ͕ŝƐŶŽƚĂ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶ͘ Ϯϱ͘>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͖>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐͶŶǇĂŶĚĂůůĂƉƉůŝĐĂďůĞůĂǁƐ͕ƐƚĂƚƵƚĞƐ͕ƌƵůĞƐ͕ ƌĞŐƵůĂƚŝŽŶƐ͕ŽƌĚŝŶĂŶĐĞƐ͕ĐŽĚĞƐ͕ĂŶĚďŝŶĚŝŶŐĚĞĐƌĞĞƐ͕ƌĞƐŽůƵƚŝŽŶƐ͕ĂŶĚŽƌĚĞƌƐŽĨĂŶǇĂŶĚ ĂůůŐŽǀĞƌŶŵĞŶƚĂůďŽĚŝĞƐ͕ĂŐĞŶĐŝĞƐ͕ĂƵƚŚŽƌŝƚŝĞƐ͕ĂŶĚĐŽƵƌƚƐŚĂǀŝŶŐũƵƌŝƐĚŝĐƚŝŽŶ͘ Ϯϲ͘>ŝĞŶƐͶŚĂƌŐĞƐ͕ƐĞĐƵƌŝƚǇŝŶƚĞƌĞƐƚƐ͕ŽƌĞŶĐƵŵďƌĂŶĐĞƐƵƉŽŶŽŶƚƌĂĐƚͲƌĞůĂƚĞĚĨƵŶĚƐ͕ƌĞĂů ƉƌŽƉĞƌƚǇ͕ŽƌƉĞƌƐŽŶĂůƉƌŽƉĞƌƚǇ͘ Ϯϳ͘DŝůĞƐƚŽŶĞͶƉƌŝŶĐŝƉĂůĞǀĞŶƚŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬƚŚĂƚƚŚĞŽŶƚƌĂĐƚƌĞƋƵŝƌĞƐ ŽŶƚƌĂĐƚŽƌ ƚŽ ĂĐŚŝĞǀĞ ďǇ ĂŶ ŝŶƚĞƌŵĞĚŝĂƚĞ ĐŽŵƉůĞƚŝŽŶ ĚĂƚĞ͕ Žƌ ďǇ Ă ƚŝŵĞ ƉƌŝŽƌ ƚŽ ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶŽĨĂůůƚŚĞtŽƌŬ͘ Ϯϴ͘EŽƚŝĐĞŽĨǁĂƌĚͶdŚĞǁƌŝƚƚĞŶŶŽƚŝĐĞďǇKǁŶĞƌƚŽĂŝĚĚĞƌŽĨKǁŶĞƌ͛ƐĂĐĐĞƉƚĂŶĐĞŽĨƚŚĞ ŝĚ͘ Ϯϵ͘EŽƚŝĐĞƚŽWƌŽĐĞĞĚͶǁƌŝƚƚĞŶŶŽƚŝĐĞďǇKǁŶĞƌƚŽŽŶƚƌĂĐƚŽƌĨŝǆŝŶŐƚŚĞĚĂƚĞŽŶǁŚŝĐŚƚŚĞ ŽŶƚƌĂĐƚdŝŵĞƐǁŝůůĐŽŵŵĞŶĐĞƚŽƌƵŶĂŶĚŽŶǁŚŝĐŚŽŶƚƌĂĐƚŽƌƐŚĂůůƐƚĂƌƚƚŽƉĞƌĨŽƌŵƚŚĞ tŽƌŬ͘ ϯϬ͘KǁŶĞƌͶdŚĞŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇǁŝƚŚǁŚŝĐŚŽŶƚƌĂĐƚŽƌŚĂƐĐŽŶƚƌĂĐƚĞĚƌĞŐĂƌĚŝŶŐƚŚĞ tŽƌŬ͕ĂŶĚǁŚŝĐŚŚĂƐĂŐƌĞĞĚƚŽƉĂǇŽŶƚƌĂĐƚŽƌĨŽƌƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͕ƉƵƌƐƵĂŶƚ ƚŽƚŚĞƚĞƌŵƐŽĨƚŚĞŽŶƚƌĂĐƚ͘ ϯϭ͘WƌŽŐƌĞƐƐ^ĐŚĞĚƵůĞͶƐĐŚĞĚƵůĞ͕ƉƌĞƉĂƌĞĚĂŶĚŵĂŝŶƚĂŝŶĞĚďǇŽŶƚƌĂĐƚŽƌ͕ĚĞƐĐƌŝďŝŶŐƚŚĞ ƐĞƋƵĞŶĐĞĂŶĚĚƵƌĂƚŝŽŶŽĨƚŚĞĂĐƚŝǀŝƚŝĞƐĐŽŵƉƌŝƐŝŶŐŽŶƚƌĂĐƚŽƌ͛ƐƉůĂŶƚŽĂĐĐŽŵƉůŝƐŚƚŚĞ tŽƌŬǁŝƚŚŝŶƚŚĞŽŶƚƌĂĐƚdŝŵĞƐ͘ ϯϮ͘WƌŽũĞĐƚͶdŚĞƚŽƚĂůƵŶĚĞƌƚĂŬŝŶŐƚŽďĞĂĐĐŽŵƉůŝƐŚĞĚĨŽƌKǁŶĞƌďǇĞŶŐŝŶĞĞƌƐ͕ĐŽŶƚƌĂĐƚŽƌƐ͕ ĂŶĚŽƚŚĞƌƐ͕ŝŶĐůƵĚŝŶŐƉůĂŶŶŝŶŐ͕ƐƚƵĚǇ͕ĚĞƐŝŐŶ͕ĐŽŶƐƚƌƵĐƚŝŽŶ͕ƚĞƐƚŝŶŐ͕ĐŽŵŵŝƐƐŝŽŶŝŶŐ͕ĂŶĚ ƐƚĂƌƚͲƵƉ͕ĂŶĚŽĨǁŚŝĐŚƚŚĞtŽƌŬƚŽďĞƉĞƌĨŽƌŵĞĚƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŝƐĂƉĂƌƚ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰŽĨϳϬ ϯϯ͘ZĞƐŝĚĞŶƚWƌŽũĞĐƚZĞƉƌĞƐĞŶƚĂƚŝǀĞͶdŚĞĂƵƚŚŽƌŝǌĞĚƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨŶŐŝŶĞĞƌĂƐƐŝŐŶĞĚƚŽ ĂƐƐŝƐƚŶŐŝŶĞĞƌĂƚƚŚĞ^ŝƚĞ͘ƐƵƐĞĚŚĞƌĞŝŶ͕ƚŚĞƚĞƌŵZĞƐŝĚĞŶƚWƌŽũĞĐƚZĞƉƌĞƐĞŶƚĂƚŝǀĞ;ZWZͿ ŝŶĐůƵĚĞƐĂŶǇĂƐƐŝƐƚĂŶƚƐŽƌĨŝĞůĚƐƚĂĨĨŽĨZĞƐŝĚĞŶƚWƌŽũĞĐƚZĞƉƌĞƐĞŶƚĂƚŝǀĞ͘ ϯϰ͘^ĂŵƉůĞƐͶWŚǇƐŝĐĂů ĞǆĂŵƉůĞƐ ŽĨ ŵĂƚĞƌŝĂůƐ͕ ĞƋƵŝƉŵĞŶƚ͕ Žƌ ǁŽƌŬŵĂŶƐŚŝƉ ƚŚĂƚ ĂƌĞ ƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨƐŽŵĞƉŽƌƚŝŽŶŽĨƚŚĞtŽƌŬĂŶĚƚŚĂƚĞƐƚĂďůŝƐŚƚŚĞƐƚĂŶĚĂƌĚƐďǇǁŚŝĐŚ ƐƵĐŚƉŽƌƚŝŽŶŽĨƚŚĞtŽƌŬǁŝůůďĞũƵĚŐĞĚ͘ ϯϱ͘^ĐŚĞĚƵůĞŽĨ^ƵďŵŝƚƚĂůƐͶƐĐŚĞĚƵůĞ͕ƉƌĞƉĂƌĞĚĂŶĚŵĂŝŶƚĂŝŶĞĚďǇŽŶƚƌĂĐƚŽƌ͕ŽĨƌĞƋƵŝƌĞĚ ƐƵďŵŝƚƚĂůƐĂŶĚƚŚĞƚŝŵĞƌĞƋƵŝƌĞŵĞŶƚƐĨŽƌŶŐŝŶĞĞƌ͛ƐƌĞǀŝĞǁŽĨƚŚĞƐƵďŵŝƚƚĂůƐ͘ ϯϲ͘^ĐŚĞĚƵůĞ ŽĨ sĂůƵĞƐͶ ƐĐŚĞĚƵůĞ͕ ƉƌĞƉĂƌĞĚ ĂŶĚ ŵĂŝŶƚĂŝŶĞĚ ďǇ ŽŶƚƌĂĐƚŽƌ͕ ĂůůŽĐĂƚŝŶŐ ƉŽƌƚŝŽŶƐŽĨƚŚĞŽŶƚƌĂĐƚWƌŝĐĞƚŽǀĂƌŝŽƵƐƉŽƌƚŝŽŶƐŽĨƚŚĞtŽƌŬĂŶĚƵƐĞĚĂƐƚŚĞďĂƐŝƐĨŽƌ ƌĞǀŝĞǁŝŶŐŽŶƚƌĂĐƚŽƌ͛ƐƉƉůŝĐĂƚŝŽŶƐĨŽƌWĂǇŵĞŶƚ͘ ϯϳ͘^ŚŽƉ ƌĂǁŝŶŐƐͶůů ĚƌĂǁŝŶŐƐ͕ ĚŝĂŐƌĂŵƐ͕ ŝůůƵƐƚƌĂƚŝŽŶƐ͕ ƐĐŚĞĚƵůĞƐ͕ ĂŶĚ ŽƚŚĞƌ ĚĂƚĂ Žƌ ŝŶĨŽƌŵĂƚŝŽŶ ƚŚĂƚ ĂƌĞ ƐƉĞĐŝĨŝĐĂůůǇ ƉƌĞƉĂƌĞĚ Žƌ ĂƐƐĞŵďůĞĚ ďǇ Žƌ ĨŽƌ ŽŶƚƌĂĐƚŽƌ ĂŶĚ ƐƵďŵŝƚƚĞĚďǇŽŶƚƌĂĐƚŽƌƚŽŝůůƵƐƚƌĂƚĞƐŽŵĞƉŽƌƚŝŽŶŽĨƚŚĞtŽƌŬ͘^ŚŽƉƌĂǁŝŶŐƐ͕ǁŚĞƚŚĞƌ ĂƉƉƌŽǀĞĚŽƌŶŽƚ͕ĂƌĞŶŽƚƌĂǁŝŶŐƐĂŶĚĂƌĞŶŽƚŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ϯϴ͘^ŝƚĞͶ>ĂŶĚƐŽƌĂƌĞĂƐŝŶĚŝĐĂƚĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂƐďĞŝŶŐĨƵƌŶŝƐŚĞĚďǇKǁŶĞƌ ƵƉŽŶǁŚŝĐŚƚŚĞtŽƌŬŝƐƚŽďĞƉĞƌĨŽƌŵĞĚ͕ŝŶĐůƵĚŝŶŐƌŝŐŚƚƐͲŽĨͲǁĂǇĂŶĚĞĂƐĞŵĞŶƚƐ͕ĂŶĚ ƐƵĐŚ ŽƚŚĞƌ ůĂŶĚƐ Žƌ ĂƌĞĂƐ ĨƵƌŶŝƐŚĞĚ ďǇ KǁŶĞƌ ǁŚŝĐŚ ĂƌĞ ĚĞƐŝŐŶĂƚĞĚĨŽƌƚŚĞƵƐĞŽĨ ŽŶƚƌĂĐƚŽƌ͘ ϯϵ͘^ƉĞĐŝĨŝĐĂƚŝŽŶƐͶdŚĞ ƉĂƌƚ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ ƚŚĂƚ ĐŽŶƐŝƐƚƐ ŽĨ ǁƌŝƚƚĞŶ ƌĞƋƵŝƌĞŵĞŶƚƐ ĨŽƌ ŵĂƚĞƌŝĂůƐ͕ĞƋƵŝƉŵĞŶƚ͕ƐǇƐƚĞŵƐ͕ƐƚĂŶĚĂƌĚƐ͕ĂŶĚǁŽƌŬŵĂŶƐŚŝƉĂƐĂƉƉůŝĞĚƚŽƚŚĞtŽƌŬ͕ĂŶĚ ĐĞƌƚĂŝŶĂĚŵŝŶŝƐƚƌĂƚŝǀĞƌĞƋƵŝƌĞŵĞŶƚƐĂŶĚƉƌŽĐĞĚƵƌĂůŵĂƚƚĞƌƐĂƉƉůŝĐĂďůĞƚŽƚŚĞtŽƌŬ͘ ϰϬ͘^ƵďĐŽŶƚƌĂĐƚŽƌͶŶŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇŚĂǀŝŶŐĂĚŝƌĞĐƚĐŽŶƚƌĂĐƚǁŝƚŚŽŶƚƌĂĐƚŽƌŽƌǁŝƚŚ ĂŶǇŽƚŚĞƌ^ƵďĐŽŶƚƌĂĐƚŽƌĨŽƌƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨĂƉĂƌƚŽĨƚŚĞtŽƌŬ͘ ϰϭ͘^ƵďŵŝƚƚĂůͶǁƌŝƚƚĞŶŽƌŐƌĂƉŚŝĐĚŽĐƵŵĞŶƚ͕ƉƌĞƉĂƌĞĚďǇŽƌĨŽƌŽŶƚƌĂĐƚŽƌ͕ǁŚŝĐŚƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƌĞƋƵŝƌĞŽŶƚƌĂĐƚŽƌƚŽƐƵďŵŝƚƚŽŶŐŝŶĞĞƌ͕ŽƌƚŚĂƚŝƐŝŶĚŝĐĂƚĞĚĂƐĂ ^ƵďŵŝƚƚĂůŝŶƚŚĞ^ĐŚĞĚƵůĞŽĨ^ƵďŵŝƚƚĂůƐĂĐĐĞƉƚĞĚďǇŶŐŝŶĞĞƌ͘^ƵďŵŝƚƚĂůƐŵĂǇŝŶĐůƵĚĞ ^ŚŽƉ ƌĂǁŝŶŐƐ ĂŶĚ ^ĂŵƉůĞƐ͖ ƐĐŚĞĚƵůĞƐ͖ ƉƌŽĚƵĐƚ ĚĂƚĂ͖ KǁŶĞƌͲĚĞůĞŐĂƚĞĚ ĚĞƐŝŐŶƐ͖ ƐƵƐƚĂŝŶĂďůĞĚĞƐŝŐŶŝŶĨŽƌŵĂƚŝŽŶ͖ŝŶĨŽƌŵĂƚŝŽŶŽŶƐƉĞĐŝĂůƉƌŽĐĞĚƵƌĞƐ͖ƚĞƐƚŝŶŐƉůĂŶƐ͖ƌĞƐƵůƚƐ ŽĨƚĞƐƚƐĂŶĚĞǀĂůƵĂƚŝŽŶƐ͕ƐŽƵƌĐĞƋƵĂůŝƚǇͲĐŽŶƚƌŽůƚĞƐƚŝŶŐĂŶĚŝŶƐƉĞĐƚŝŽŶƐ͕ĂŶĚĨŝĞůĚŽƌ^ŝƚĞ ƋƵĂůŝƚǇͲĐŽŶƚƌŽů ƚĞƐƚŝŶŐ ĂŶĚ ŝŶƐƉĞĐƚŝŽŶƐ͖ ǁĂƌƌĂŶƚŝĞƐ ĂŶĚ ĐĞƌƚŝĨŝĐĂƚŝŽŶƐ͖ ^ƵƉƉůŝĞƌƐ͛ ŝŶƐƚƌƵĐƚŝŽŶƐĂŶĚƌĞƉŽƌƚƐ͖ƌĞĐŽƌĚƐŽĨĚĞůŝǀĞƌǇŽĨƐƉĂƌĞƉĂƌƚƐĂŶĚƚŽŽůƐ͖ŽƉĞƌĂƚŝŽŶƐĂŶĚ ŵĂŝŶƚĞŶĂŶĐĞĚĂƚĂ͖WƌŽũĞĐƚƉŚŽƚŽŐƌĂƉŚŝĐĚŽĐƵŵĞŶƚĂƚŝŽŶ͖ƌĞĐŽƌĚĚŽĐƵŵĞŶƚƐ͖ĂŶĚŽƚŚĞƌ ƐƵĐŚ ĚŽĐƵŵĞŶƚƐ ƌĞƋƵŝƌĞĚ ďǇ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͘ ^ƵďŵŝƚƚĂůƐ͕ǁŚĞƚŚĞƌ Žƌ ŶŽƚ ĂƉƉƌŽǀĞĚ Žƌ ĂĐĐĞƉƚĞĚ ďǇ ŶŐŝŶĞĞƌ͕ ĂƌĞ ŶŽƚ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͘ ŚĂŶŐĞ WƌŽƉŽƐĂůƐ͕ ŚĂŶŐĞKƌĚĞƌƐ͕ůĂŝŵƐ͕ŶŽƚŝĐĞƐ͕ƉƉůŝĐĂƚŝŽŶƐĨŽƌWĂǇŵĞŶƚ͕ĂŶĚƌĞƋƵĞƐƚƐĨŽƌŝŶƚĞƌƉƌĞƚĂƚŝŽŶ ŽƌĐůĂƌŝĨŝĐĂƚŝŽŶĂƌĞŶŽƚ^ƵďŵŝƚƚĂůƐ͘ ϰϮ͘^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶͶdŚĞƚŝŵĞĂƚǁŚŝĐŚƚŚĞtŽƌŬ;ŽƌĂƐƉĞĐŝĨŝĞĚƉĂƌƚƚŚĞƌĞŽĨͿŚĂƐ ƉƌŽŐƌĞƐƐĞĚƚŽƚŚĞƉŽŝŶƚǁŚĞƌĞ͕ŝŶƚŚĞŽƉŝŶŝŽŶŽĨŶŐŝŶĞĞƌ͕ƚŚĞtŽƌŬ;ŽƌĂƐƉĞĐŝĨŝĞĚƉĂƌƚ ƚŚĞƌĞŽĨͿŝƐƐƵĨĨŝĐŝĞŶƚůǇĐŽŵƉůĞƚĞ͕ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ƐŽƚŚĂƚƚŚĞ tŽƌŬ;ŽƌĂƐƉĞĐŝĨŝĞĚƉĂƌƚƚŚĞƌĞŽĨͿĐĂŶďĞƵƚŝůŝǌĞĚĨŽƌƚŚĞƉƵƌƉŽƐĞƐĨŽƌǁŚŝĐŚŝƚŝƐŝŶƚĞŶĚĞĚ͘ dŚĞƚĞƌŵƐ͞ƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞ͟ĂŶĚ͞ƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞĚ͟ĂƐĂƉƉůŝĞĚƚŽĂůůŽƌƉĂƌƚ ŽĨƚŚĞtŽƌŬƌĞĨĞƌƚŽ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶŽĨƐƵĐŚtŽƌŬ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϱŽĨϳϬ ϰϯ͘^ƵĐĐĞƐƐĨƵůŝĚĚĞƌͶdŚĞŝĚĚĞƌƚŽǁŚŝĐŚƚŚĞKǁŶĞƌŵĂŬĞƐĂŶĂǁĂƌĚŽĨĐŽŶƚƌĂĐƚ͘ ϰϰ͘^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐͶdŚĞƉĂƌƚŽĨƚŚĞŽŶƚƌĂĐƚƚŚĂƚĂŵĞŶĚƐŽƌƐƵƉƉůĞŵĞŶƚƐƚŚĞƐĞ 'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐ͘ ϰϱ͘^ƵƉƉůŝĞƌͶŵĂŶƵĨĂĐƚƵƌĞƌ͕ ĨĂďƌŝĐĂƚŽƌ͕ 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ƌĞƉŽƌƚ ƉƌĞƉĂƌĞĚ ĨŽƌ ƚŚĞWƌŽũĞĐƚ ĂŶĚ ŵĂĚĞ ĂǀĂŝůĂďůĞƚŽŽŶƚƌĂĐƚŽƌ͘ Đ͘ /ŶĨŽƌŵĂƚŝŽŶĂŶĚĚĂƚĂƌĞŐĂƌĚŝŶŐƚŚĞƉƌĞƐĞŶĐĞŽƌůŽĐĂƚŝŽŶŽĨhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐ ĂƌĞŶŽƚŝŶƚĞŶĚĞĚƚŽďĞĐĂƚĞŐŽƌŝǌĞĚ͕ŝĚĞŶƚŝĨŝĞĚ͕ŽƌĚĞĨŝŶĞĚĂƐdĞĐŚŶŝĐĂůĂƚĂ͕ĂŶĚ ŝŶƐƚĞĂĚhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐĂƌĞƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚŽŶƚŚĞƌĂǁŝŶŐƐ͘ ϰϳ͘hŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚŝĞƐͶůů ĂĐƚŝǀĞ Žƌ ŶŽƚͲŝŶͲƐĞƌǀŝĐĞ ƵŶĚĞƌŐƌŽƵŶĚ ůŝŶĞƐ͕ ƉŝƉĞůŝŶĞƐ͕ ĐŽŶĚƵŝƚƐ͕ĚƵĐƚƐ͕ĞŶĐĂƐĞŵĞŶƚƐ͕ĐĂďůĞƐ͕ǁŝƌĞƐ͕ŵĂŶŚŽůĞƐ͕ǀĂƵůƚƐ͕ƚĂŶŬƐ͕ƚƵŶŶĞůƐ͕ŽƌŽƚŚĞƌ ƐƵĐŚĨĂĐŝůŝƚŝĞƐŽƌƐǇƐƚĞŵƐĂƚƚŚĞ^ŝƚĞ͕ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽƚŚŽƐĞĨĂĐŝůŝƚŝĞƐŽƌƐǇƐƚĞŵƐ ƚŚĂƚƉƌŽĚƵĐĞ͕ƚƌĂŶƐŵŝƚ͕ĚŝƐƚƌŝďƵƚĞ͕ŽƌĐŽŶǀĞǇƚĞůĞƉŚŽŶĞŽƌŽƚŚĞƌĐŽŵŵƵŶŝĐĂƚŝŽŶƐ͕ĐĂďůĞ ƚĞůĞǀŝƐŝŽŶ͕ĨŝďĞƌŽƉƚŝĐƚƌĂŶƐŵŝƐƐŝŽŶƐ͕ƉŽǁĞƌ͕ĞůĞĐƚƌŝĐŝƚǇ͕ůŝŐŚƚ͕ŚĞĂƚ͕ŐĂƐĞƐ͕Žŝů͕ĐƌƵĚĞŽŝů ƉƌŽĚƵĐƚƐ͕ůŝƋƵŝĚƉĞƚƌŽůĞƵŵƉƌŽĚƵĐƚƐ͕ǁĂƚĞƌ͕ƐƚĞĂŵ͕ǁĂƐƚĞ͕ǁĂƐƚĞǁĂƚĞƌ͕ƐƚŽƌŵǁĂƚĞƌ͕ ŽƚŚĞƌůŝƋƵŝĚƐŽƌĐŚĞŵŝĐĂůƐ͕ŽƌƚƌĂĨĨŝĐŽƌŽƚŚĞƌĐŽŶƚƌŽůƐǇƐƚĞŵƐ͘ŶĂďĂŶĚŽŶĞĚĨĂĐŝůŝƚǇŽƌ ƐǇƐƚĞŵŝƐŶŽƚĂŶhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇ͘ ϰϴ͘hŶŝƚWƌŝĐĞtŽƌŬͶtŽƌŬƚŽďĞƉĂŝĚĨŽƌŽŶƚŚĞďĂƐŝƐŽĨƵŶŝƚƉƌŝĐĞƐ͘ ϰϵ͘tŽƌŬͶdŚĞ ĞŶƚŝƌĞ ĐŽŶƐƚƌƵĐƚŝŽŶ Žƌ ƚŚĞ ǀĂƌŝŽƵƐ ƐĞƉĂƌĂƚĞůǇ ŝĚĞŶƚŝĨŝĂďůĞ ƉĂƌƚƐ ƚŚĞƌĞŽĨ ƌĞƋƵŝƌĞĚƚŽďĞƉƌŽǀŝĚĞĚƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘tŽƌŬŝŶĐůƵĚĞƐĂŶĚŝƐƚŚĞƌĞƐƵůƚ ŽĨƉĞƌĨŽƌŵŝŶŐŽƌƉƌŽǀŝĚŝŶŐĂůůůĂďŽƌ͕ƐĞƌǀŝĐĞƐ͕ĂŶĚĚŽĐƵŵĞŶƚĂƚŝŽŶŶĞĐĞƐƐĂƌǇƚŽƉƌŽĚƵĐĞ ƐƵĐŚĐŽŶƐƚƌƵĐƚŝŽŶ͖ĨƵƌŶŝƐŚŝŶŐ͕ŝŶƐƚĂůůŝŶŐ͕ĂŶĚŝŶĐŽƌƉŽƌĂƚŝŶŐĂůůŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚ ŝŶƚŽƐƵĐŚĐŽŶƐƚƌƵĐƚŝŽŶ͖ĂŶĚŵĂǇŝŶĐůƵĚĞƌĞůĂƚĞĚƐĞƌǀŝĐĞƐƐƵĐŚĂƐƚĞƐƚŝŶŐ͕ƐƚĂƌƚͲƵƉ͕ĂŶĚ ĐŽŵŵŝƐƐŝŽŶŝŶŐ͕ĂůůĂƐƌĞƋƵŝƌĞĚďǇƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ϱϬ͘tŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞͶǁƌŝƚƚĞŶĚŝƌĞĐƚŝǀĞƚŽŽŶƚƌĂĐƚŽƌŝƐƐƵĞĚŽŶŽƌĂĨƚĞƌƚŚĞĨĨĞĐƚŝǀĞ ĂƚĞŽĨƚŚĞŽŶƚƌĂĐƚ͕ƐŝŐŶĞĚďǇKǁŶĞƌĂŶĚƌĞĐŽŵŵĞŶĚĞĚďǇŶŐŝŶĞĞƌ͕ŽƌĚĞƌŝŶŐĂŶ ĂĚĚŝƚŝŽŶ͕ĚĞůĞƚŝŽŶ͕ŽƌƌĞǀŝƐŝŽŶŝŶƚŚĞtŽƌŬ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲŽĨϳϬ ϭ͘ϬϮdĞƌŵŝŶŽůŽŐǇ ͘ dŚĞǁŽƌĚƐĂŶĚƚĞƌŵƐĚŝƐĐƵƐƐĞĚŝŶWĂƌĂŐƌĂƉŚƐϭ͘ϬϮ͕͕͕͘ĂŶĚĂƌĞŶŽƚĚĞĨŝŶĞĚƚĞƌŵƐƚŚĂƚ ƌĞƋƵŝƌĞ ŝŶŝƚŝĂů ĐĂƉŝƚĂů ůĞƚƚĞƌƐ͕ ďƵƚ͕ ǁŚĞŶ ƵƐĞĚ ŝŶ ƚŚĞ ŝĚĚŝŶŐZĞƋƵŝƌĞŵĞŶƚƐ Žƌ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͕ŚĂǀĞƚŚĞŝŶĚŝĐĂƚĞĚŵĞĂŶŝŶŐ͘ ͘/ŶƚĞŶƚŽĨĞƌƚĂŝŶdĞƌŵƐŽƌĚũĞĐƚŝǀĞƐ͗dŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŝŶĐůƵĚĞƚŚĞƚĞƌŵƐ͞ĂƐĂůůŽǁĞĚ͕͟ ͞ĂƐĂƉƉƌŽǀĞĚ͕͟͞ĂƐŽƌĚĞƌĞĚ͕͟͞ĂƐĚŝƌĞĐƚĞĚ͟ŽƌƚĞƌŵƐŽĨůŝŬĞĞĨĨĞĐƚŽƌŝŵƉŽƌƚƚŽĂƵƚŚŽƌŝǌĞĂŶ ĞǆĞƌĐŝƐĞ ŽĨ ƉƌŽĨĞƐƐŝŽŶĂů ũƵĚŐŵĞŶƚ ďǇ ŶŐŝŶĞĞƌ͘ /Ŷ ĂĚĚŝƚŝŽŶ͕ ƚŚĞ ĂĚũĞĐƚŝǀĞƐ ͞ƌĞĂƐŽŶĂďůĞ͕͟ ͞ƐƵŝƚĂďůĞ͕͟͞ĂĐĐĞƉƚĂďůĞ͕͟͞ƉƌŽƉĞƌ͕͟͞ƐĂƚŝƐĨĂĐƚŽƌǇ͕͟ŽƌĂĚũĞĐƚŝǀĞƐŽĨůŝŬĞĞĨĨĞĐƚŽƌŝŵƉŽƌƚĂƌĞ ƵƐĞĚƚŽĚĞƐĐƌŝďĞĂŶĂĐƚŝŽŶŽƌĚĞƚĞƌŵŝŶĂƚŝŽŶŽĨŶŐŝŶĞĞƌĂƐƚŽƚŚĞtŽƌŬ͘/ƚŝƐŝŶƚĞŶĚĞĚƚŚĂƚ ƐƵĐŚĞǆĞƌĐŝƐĞŽĨƉƌŽĨĞƐƐŝŽŶĂůũƵĚŐŵĞŶƚ͕ĂĐƚŝŽŶ͕ŽƌĚĞƚĞƌŵŝŶĂƚŝŽŶǁŝůůďĞƐŽůĞůǇƚŽĞǀĂůƵĂƚĞ͕ŝŶ ŐĞŶĞƌĂů͕ƚŚĞtŽƌŬĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞŝŶĨŽƌŵĂƚŝŽŶŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂŶĚǁŝƚŚ ƚŚĞĚĞƐŝŐŶĐŽŶĐĞƉƚŽĨƚŚĞWƌŽũĞĐƚĂƐĂĨƵŶĐƚŝŽŶŝŶŐǁŚŽůĞĂƐƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚŝŶƚŚĞŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ;ƵŶůĞƐƐƚŚĞƌĞŝƐĂƐƉĞĐŝĨŝĐƐƚĂƚĞŵĞŶƚŝŶĚŝĐĂƚŝŶŐŽƚŚĞƌǁŝƐĞͿ͘dŚĞƵƐĞŽĨĂŶǇƐƵĐŚ ƚĞƌŵŽƌĂĚũĞĐƚŝǀĞŝƐŶŽƚŝŶƚĞŶĚĞĚƚŽĂŶĚƐŚĂůůŶŽƚďĞĞĨĨĞĐƚŝǀĞƚŽĂƐƐŝŐŶƚŽŶŐŝŶĞĞƌĂŶǇĚƵƚǇ ŽƌĂƵƚŚŽƌŝƚǇƚŽƐƵƉĞƌǀŝƐĞŽƌĚŝƌĞĐƚƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͕ŽƌĂŶǇĚƵƚǇŽƌĂƵƚŚŽƌŝƚǇƚŽ ƵŶĚĞƌƚĂŬĞƌĞƐƉŽŶƐŝďŝůŝƚǇĐŽŶƚƌĂƌǇƚŽƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƌƚŝĐůĞϭϬŽƌĂŶǇŽƚŚĞƌƉƌŽǀŝƐŝŽŶŽĨƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ͘ĂǇ͗dŚĞǁŽƌĚ͞ĚĂǇ͟ŵĞĂŶƐĂĐĂůĞŶĚĂƌĚĂǇŽĨϮϰŚŽƵƌƐŵĞĂƐƵƌĞĚĨƌŽŵŵŝĚŶŝŐŚƚƚŽƚŚĞŶĞǆƚ ŵŝĚŶŝŐŚƚ͘ ͘ĞĨĞĐƚŝǀĞ͗dŚĞǁŽƌĚ͞ĚĞĨĞĐƚŝǀĞ͕͟ǁŚĞŶŵŽĚŝĨǇŝŶŐƚŚĞǁŽƌĚ͞tŽƌŬ͕͟ƌĞĨĞƌƐƚŽtŽƌŬƚŚĂƚŝƐ ƵŶƐĂƚŝƐĨĂĐƚŽƌǇ͕ĨĂƵůƚǇ͕ŽƌĚĞĨŝĐŝĞŶƚŝŶƚŚĂƚŝƚ͗ ϭ͘ ĚŽĞƐŶŽƚĐŽŶĨŽƌŵƚŽƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͖ Ϯ͘ ĚŽĞƐŶŽƚŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨĂŶǇĂƉƉůŝĐĂďůĞŝŶƐƉĞĐƚŝŽŶ͕ƌĞĨĞƌĞŶĐĞƐƚĂŶĚĂƌĚ͕ƚĞƐƚ͕ ŽƌĂƉƉƌŽǀĂůƌĞĨĞƌƌĞĚƚŽŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͖Žƌ ϯ͘ ŚĂƐ ďĞĞŶ ĚĂŵĂŐĞĚ ƉƌŝŽƌ ƚŽ ŶŐŝŶĞĞƌ͛Ɛ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶ ŽĨ ĨŝŶĂů ƉĂǇŵĞŶƚ ;ƵŶůĞƐƐ ƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌƚŚĞ ƉƌŽƚĞĐƚŝŽŶƚŚĞƌĞŽĨ ŚĂƐ ďĞĞŶĂƐƐƵŵĞĚ ďǇKǁŶĞƌ Ăƚ ^ƵďƐƚĂŶƚŝĂů ŽŵƉůĞƚŝŽŶŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚWĂƌĂŐƌĂƉŚϭϱ͘ϬϯŽƌWĂƌĂŐƌĂƉŚϭϱ͘ϬϰͿ͘ ͘&ƵƌŶŝƐŚ͕/ŶƐƚĂůů͕WĞƌĨŽƌŵ͕WƌŽǀŝĚĞ ϭ͘ dŚĞǁŽƌĚ͞ĨƵƌŶŝƐŚ͕͟ǁŚĞŶƵƐĞĚŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚ͕ ŵĞĂŶƐƚŽƐƵƉƉůǇĂŶĚĚĞůŝǀĞƌƐĂŝĚƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚƚŽƚŚĞ^ŝƚĞ;ŽƌƐŽŵĞ ŽƚŚĞƌƐƉĞĐŝĨŝĞĚůŽĐĂƚŝŽŶͿƌĞĂĚǇĨŽƌƵƐĞŽƌŝŶƐƚĂůůĂƚŝŽŶĂŶĚŝŶƵƐĂďůĞŽƌŽƉĞƌĂďůĞĐŽŶĚŝƚŝŽŶ͘ Ϯ͘ dŚĞǁŽƌĚ͞ŝŶƐƚĂůů͕͟ǁŚĞŶƵƐĞĚŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚ͕ ŵĞĂŶƐƚŽƉƵƚŝŶƚŽƵƐĞŽƌƉůĂĐĞŝŶĨŝŶĂůƉŽƐŝƚŝŽŶƐĂŝĚƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚ ĐŽŵƉůĞƚĞĂŶĚƌĞĂĚǇĨŽƌŝŶƚĞŶĚĞĚƵƐĞ͘ ϯ͘ dŚĞǁŽƌĚƐ͞ƉĞƌĨŽƌŵ͟Žƌ͞ƉƌŽǀŝĚĞ͕͟ǁŚĞŶƵƐĞĚŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕Žƌ ĞƋƵŝƉŵĞŶƚ͕ŵĞĂŶƐƚŽĨƵƌŶŝƐŚĂŶĚŝŶƐƚĂůůƐĂŝĚƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚĐŽŵƉůĞƚĞ ĂŶĚƌĞĂĚǇĨŽƌŝŶƚĞŶĚĞĚƵƐĞ͘ ϰ͘ /ĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĞƐƚĂďůŝƐŚĂŶŽďůŝŐĂƚŝŽŶŽĨŽŶƚƌĂĐƚŽƌǁŝƚŚƌĞƐƉĞĐƚƚŽƐƉĞĐŝĨŝĐ ƐĞƌǀŝĐĞƐ͕ ŵĂƚĞƌŝĂůƐ͕ Žƌ ĞƋƵŝƉŵĞŶƚ͕ ďƵƚ ĚŽ ŶŽƚ ĞǆƉƌĞƐƐůǇ ƵƐĞ ĂŶǇ ŽĨ ƚŚĞ ĨŽƵƌ ǁŽƌĚƐ ͞ĨƵƌŶŝƐŚ͕͟͞ŝŶƐƚĂůů͕͟͞ƉĞƌĨŽƌŵ͕͟Žƌ͞ƉƌŽǀŝĚĞ͕͟ƚŚĞŶŽŶƚƌĂĐƚŽƌƐŚĂůůĨƵƌŶŝƐŚĂŶĚŝŶƐƚĂůůƐĂŝĚ ƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚĐŽŵƉůĞƚĞĂŶĚƌĞĂĚǇĨŽƌŝŶƚĞŶĚĞĚƵƐĞ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϳŽĨϳϬ &͘ŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐ͗ZĞĨĞƌĞŶĐĞƐƚŽĂĐŚĂŶŐĞŝŶ͞ŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐ͟ Žƌ ͞ŽŶƚƌĂĐƚ dŝŵĞƐ Žƌ ŽŶƚƌĂĐƚ WƌŝĐĞ͟ Žƌ ƐŝŵŝůĂƌ͕ ŝŶĚŝĐĂƚĞ ƚŚĂƚ ƐƵĐŚ ĐŚĂŶŐĞ ĂƉƉůŝĞƐ ƚŽ ;ϭͿŽŶƚƌĂĐƚ WƌŝĐĞ͕ ;ϮͿŽŶƚƌĂĐƚ dŝŵĞƐ͕ Žƌ ;ϯͿďŽƚŚ ŽŶƚƌĂĐƚ WƌŝĐĞ ĂŶĚ ŽŶƚƌĂĐƚ dŝŵĞƐ͕ ĂƐ 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͘ǀŝĚĞŶĐĞŽĨKǁŶĞƌ͛Ɛ/ŶƐƵƌĂŶĐĞ͗ĨƚĞƌƌĞĐĞŝƉƚŽĨƚŚĞƐŝŐŶĞĚĐŽƵŶƚĞƌƉĂƌƚƐŽĨƚŚĞŐƌĞĞŵĞŶƚĂŶĚ ĂůůƌĞƋƵŝƌĞĚďŽŶĚƐĂŶĚŝŶƐƵƌĂŶĐĞĚŽĐƵŵĞŶƚĂƚŝŽŶ͕KǁŶĞƌƐŚĂůůƉƌŽŵƉƚůǇĚĞůŝǀĞƌƚŽŽŶƚƌĂĐƚŽƌ͕ ǁŝƚŚĐŽƉŝĞƐƚŽĞĂĐŚĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚ;ĂƐŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞŽŶƚƌĂĐƚͿ͕ƚŚĞĐĞƌƚŝĨŝĐĂƚĞƐĂŶĚŽƚŚĞƌ ĞǀŝĚĞŶĐĞŽĨŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞĚƚŽďĞƉƌŽǀŝĚĞĚďǇKǁŶĞƌƵŶĚĞƌƌƚŝĐůĞϲ͘ Ϯ͘ϬϮŽƉŝĞƐŽĨŽĐƵŵĞŶƚƐ ͘ KǁŶĞƌƐŚĂůůĨƵƌŶŝƐŚƚŽŽŶƚƌĂĐƚŽƌĨŽƵƌƉƌŝŶƚĞĚĐŽƉŝĞƐŽĨƚŚĞŽŶƚƌĂĐƚ;ŝŶĐůƵĚŝŶŐŽŶĞĨƵůůǇ ƐŝŐŶĞĚĐŽƵŶƚĞƌƉĂƌƚŽĨƚŚĞŐƌĞĞŵĞŶƚͿ͕ĂŶĚŽŶĞĐŽƉǇŝŶĞůĞĐƚƌŽŶŝĐƉŽƌƚĂďůĞĚŽĐƵŵĞŶƚĨŽƌŵĂƚ ;W&Ϳ͘ĚĚŝƚŝŽŶĂůƉƌŝŶƚĞĚĐŽƉŝĞƐǁŝůůďĞĨƵƌŶŝƐŚĞĚƵƉŽŶƌĞƋƵĞƐƚĂƚƚŚĞĐŽƐƚŽĨƌĞƉƌŽĚƵĐƚŝŽŶ͘ ͘ KǁŶĞƌ ƐŚĂůů ŵĂŝŶƚĂŝŶ ĂŶĚ ƐĂĨĞŐƵĂƌĚ Ăƚ ůĞĂƐƚ ŽŶĞ ŽƌŝŐŝŶĂů ƉƌŝŶƚĞĚ ƌĞĐŽƌĚ ǀĞƌƐŝŽŶ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ͕ŝŶĐůƵĚŝŶŐƌĂǁŝŶŐƐĂŶĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐƐŝŐŶĞĚĂŶĚƐĞĂůĞĚďǇŶŐŝŶĞĞƌĂŶĚŽƚŚĞƌ ĚĞƐŝŐŶƉƌŽĨĞƐƐŝŽŶĂůƐ͘KǁŶĞƌƐŚĂůůŵĂŬĞƐƵĐŚŽƌŝŐŝŶĂůƉƌŝŶƚĞĚƌĞĐŽƌĚǀĞƌƐŝŽŶŽĨƚŚĞŽŶƚƌĂĐƚ ĂǀĂŝůĂďůĞ ƚŽ ŽŶƚƌĂĐƚŽƌ ĨŽƌ ƌĞǀŝĞǁ͘ KǁŶĞƌ ŵĂǇ ĚĞůĞŐĂƚĞ ƚŚĞ ƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐ ƵŶĚĞƌ ƚŚŝƐ ƉƌŽǀŝƐŝŽŶƚŽŶŐŝŶĞĞƌ͘ Ϯ͘ϬϯĞĨŽƌĞ^ƚĂƌƚŝŶŐŽŶƐƚƌƵĐƚŝŽŶ ͘WƌĞůŝŵŝŶĂƌǇ^ĐŚĞĚƵůĞƐ͗tŝƚŚŝŶϭϬĚĂǇƐĂĨƚĞƌƚŚĞĨĨĞĐƚŝǀĞĂƚĞŽĨƚŚĞŽŶƚƌĂĐƚ;ŽƌĂƐŽƚŚĞƌǁŝƐĞ ƌĞƋƵŝƌĞĚďǇƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐͿ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƐƵďŵŝƚƚŽŶŐŝŶĞĞƌĨŽƌƚŝŵĞůǇƌĞǀŝĞǁ͗ ϭ͘ ĂƉƌĞůŝŵŝŶĂƌǇWƌŽŐƌĞƐƐ^ĐŚĞĚƵůĞŝŶĚŝĐĂƚŝŶŐƚŚĞƚŝŵĞƐ;ŶƵŵďĞƌƐŽĨĚĂǇƐŽƌĚĂƚĞƐͿĨŽƌ ƐƚĂƌƚŝŶŐ ĂŶĚ ĐŽŵƉůĞƚŝŶŐ ƚŚĞ ǀĂƌŝŽƵƐ ƐƚĂŐĞƐ ŽĨ ƚŚĞ tŽƌŬ͕ ŝŶĐůƵĚŝŶŐ ĂŶǇ DŝůĞƐƚŽŶĞƐ ƐƉĞĐŝĨŝĞĚŝŶƚŚĞŽŶƚƌĂĐƚ͖ Ϯ͘ ĂƉƌĞůŝŵŝŶĂƌǇ^ĐŚĞĚƵůĞŽĨ^ƵďŵŝƚƚĂůƐ͖ĂŶĚ ϯ͘ ĂƉƌĞůŝŵŝŶĂƌǇ^ĐŚĞĚƵůĞŽĨsĂůƵĞƐĨŽƌĂůůŽĨƚŚĞtŽƌŬǁŚŝĐŚŝŶĐůƵĚĞƐƋƵĂŶƚŝƚŝĞƐĂŶĚƉƌŝĐĞƐ ŽĨŝƚĞŵƐǁŚŝĐŚǁŚĞŶĂĚĚĞĚƚŽŐĞƚŚĞƌĞƋƵĂůƚŚĞŽŶƚƌĂĐƚWƌŝĐĞĂŶĚƐƵďĚŝǀŝĚĞƐƚŚĞtŽƌŬ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϴŽĨϳϬ ŝŶƚŽĐŽŵƉŽŶĞŶƚƉĂƌƚƐŝŶƐƵĨĨŝĐŝĞŶƚĚĞƚĂŝůƚŽƐĞƌǀĞĂƐƚŚĞďĂƐŝƐĨŽƌƉƌŽŐƌĞƐƐƉĂǇŵĞŶƚƐ ĚƵƌŝŶŐƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͘^ƵĐŚƉƌŝĐĞƐǁŝůůŝŶĐůƵĚĞĂŶĂƉƉƌŽƉƌŝĂƚĞĂŵŽƵŶƚŽĨ ŽǀĞƌŚĞĂĚĂŶĚƉƌŽĨŝƚĂƉƉůŝĐĂďůĞƚŽĞĂĐŚŝƚĞŵŽĨtŽƌŬ͘ Ϯ͘ϬϰWƌĞĐŽŶƐƚƌƵĐƚŝŽŶŽŶĨĞƌĞŶĐĞ͖ĞƐŝŐŶĂƚŝŽŶŽĨƵƚŚŽƌŝǌĞĚZĞƉƌĞƐĞŶƚĂƚŝǀĞƐ ͘ ĞĨŽƌĞĂŶǇtŽƌŬĂƚƚŚĞ^ŝƚĞŝƐƐƚĂƌƚĞĚ͕ĂĐŽŶĨĞƌĞŶĐĞĂƚƚĞŶĚĞĚďǇKǁŶĞƌ͕ŽŶƚƌĂĐƚŽƌ͕ŶŐŝŶĞĞƌ͕ ĂŶĚŽƚŚĞƌƐĂƐĂƉƉƌŽƉƌŝĂƚĞǁŝůůďĞŚĞůĚƚŽĞƐƚĂďůŝƐŚĂǁŽƌŬŝŶŐƵŶĚĞƌƐƚĂŶĚŝŶŐĂŵŽŶŐƚŚĞƉĂƌƚŝĞƐ ĂƐƚŽƚŚĞtŽƌŬ͕ĂŶĚƚŽĚŝƐĐƵƐƐƚŚĞƐĐŚĞĚƵůĞƐƌĞĨĞƌƌĞĚƚŽŝŶWĂƌĂŐƌĂƉŚϮ͘Ϭϯ͕͘ƉƌŽĐĞĚƵƌĞƐĨŽƌ ŚĂŶĚůŝŶŐ^ŚŽƉƌĂǁŝŶŐƐ͕^ĂŵƉůĞƐ͕ĂŶĚŽƚŚĞƌ^ƵďŵŝƚƚĂůƐ͕ƉƌŽĐĞƐƐŝŶŐƉƉůŝĐĂƚŝŽŶƐĨŽƌWĂǇŵĞŶƚ͕ ĞůĞĐƚƌŽŶŝĐŽƌĚŝŐŝƚĂůƚƌĂŶƐŵŝƚƚĂůƐ͕ĂŶĚŵĂŝŶƚĂŝŶŝŶŐƌĞƋƵŝƌĞĚƌĞĐŽƌĚƐ͘ ͘ ƚƚŚŝƐĐŽŶĨĞƌĞŶĐĞKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĞĂĐŚƐŚĂůůĚĞƐŝŐŶĂƚĞ͕ŝŶǁƌŝƚŝŶŐ͕ĂƐƉĞĐŝĨŝĐŝŶĚŝǀŝĚƵĂů ƚŽĂĐƚĂƐŝƚƐĂƵƚŚŽƌŝǌĞĚƌĞƉƌĞƐĞŶƚĂƚŝǀĞǁŝƚŚƌĞƐƉĞĐƚƚŽƚŚĞƐĞƌǀŝĐĞƐĂŶĚƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐƵŶĚĞƌ ƚŚĞŽŶƚƌĂĐƚ͘^ƵĐŚŝŶĚŝǀŝĚƵĂůƐƐŚĂůůŚĂǀĞƚŚĞĂƵƚŚŽƌŝƚǇƚŽƚƌĂŶƐŵŝƚĂŶĚƌĞĐĞŝǀĞŝŶĨŽƌŵĂƚŝŽŶ͕ ƌĞŶĚĞƌĚĞĐŝƐŝŽŶƐƌĞůĂƚŝǀĞƚŽƚŚĞŽŶƚƌĂĐƚ͕ĂŶĚŽƚŚĞƌǁŝƐĞĂĐƚŽŶďĞŚĂůĨŽĨĞĂĐŚƌĞƐƉĞĐƚŝǀĞ ƉĂƌƚǇ͘ Ϯ͘ϬϱĐĐĞƉƚĂŶĐĞŽĨ^ĐŚĞĚƵůĞƐ ͘ ƚůĞĂƐƚϭϬĚĂǇƐďĞĨŽƌĞƐƵďŵŝƐƐŝŽŶŽĨƚŚĞĨŝƌƐƚƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚĂĐŽŶĨĞƌĞŶĐĞ͕ĂƚƚĞŶĚĞĚ ďǇŽŶƚƌĂĐƚŽƌ͕ŶŐŝŶĞĞƌ͕ĂŶĚŽƚŚĞƌƐĂƐĂƉƉƌŽƉƌŝĂƚĞ͕ǁŝůůďĞŚĞůĚƚŽƌĞǀŝĞǁƚŚĞƐĐŚĞĚƵůĞƐ ƐƵďŵŝƚƚĞĚ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ WĂƌĂŐƌĂƉŚϮ͘Ϭϯ͘͘ EŽ ƉƌŽŐƌĞƐƐ ƉĂǇŵĞŶƚ ǁŝůů ďĞ ŵĂĚĞ ƚŽ 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^ƵƉƉůŝĞƌ͕ŽƌŽƚŚĞƌŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇƉĞƌĨŽƌŵŝŶŐŽƌĨƵƌŶŝƐŚŝŶŐĂŶǇŽĨƚŚĞtŽƌŬ͕ĨŽƌƚŚĞ ďĞŶĞĨŝƚŽĨƐƵĐŚ^ƵďĐŽŶƚƌĂĐƚŽƌ͕^ƵƉƉůŝĞƌ͕ŽƌŽƚŚĞƌŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇ͖Žƌ Ϯ͘ ĂŶǇŽďůŝŐĂƚŝŽŶŽŶƚŚĞƉĂƌƚŽĨKǁŶĞƌŽƌŶŐŝŶĞĞƌƚŽƉĂǇŽƌƚŽƐĞĞƚŽƚŚĞƉĂǇŵĞŶƚŽĨĂŶǇ ŵŽŶĞǇĚƵĞĂŶǇƐƵĐŚ^ƵďĐŽŶƚƌĂĐƚŽƌ͕^ƵƉƉůŝĞƌ͕ŽƌŽƚŚĞƌŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇ͕ĞǆĐĞƉƚĂƐŵĂǇ ŽƚŚĞƌǁŝƐĞďĞƌĞƋƵŝƌĞĚďǇ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͘ ϯ͘ϬϮZĞĨĞƌĞŶĐĞ^ƚĂŶĚĂƌĚƐ ͘^ƚĂŶĚĂƌĚƐ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ŽĚĞƐ͕>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ ϭ͘ ZĞĨĞƌĞŶĐĞŝŶ ƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƚŽ ƐƚĂŶĚĂƌĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ ŵĂŶƵĂůƐ͕ƌĞĨĞƌĞŶĐĞ ƐƚĂŶĚĂƌĚƐ͕ŽƌĐŽĚĞƐŽĨĂŶǇƚĞĐŚŶŝĐĂůƐŽĐŝĞƚǇ͕ŽƌŐĂŶŝǌĂƚŝŽŶ͕ŽƌĂƐƐŽĐŝĂƚŝŽŶ͕ŽƌƚŽ>ĂǁƐŽƌ ZĞŐƵůĂƚŝŽŶƐ͕ǁŚĞƚŚĞƌƐƵĐŚƌĞĨĞƌĞŶĐĞďĞƐƉĞĐŝĨŝĐŽƌďǇŝŵƉůŝĐĂƚŝŽŶ͕ŵĞĂŶƐƚŚĞƐƚĂŶĚĂƌĚ ƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŵĂŶƵĂů͕ƌĞĨĞƌĞŶĐĞƐƚĂŶĚĂƌĚ͕ĐŽĚĞ͕Žƌ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐŝŶĞĨĨĞĐƚĂƚƚŚĞ ƚŝŵĞŽĨŽƉĞŶŝŶŐŽĨŝĚƐ;ŽƌŽŶƚŚĞĨĨĞĐƚŝǀĞĂƚĞŽĨƚŚĞŽŶƚƌĂĐƚŝĨƚŚĞƌĞǁĞƌĞŶŽŝĚƐͿ͕ ĞǆĐĞƉƚĂƐŵĂǇďĞŽƚŚĞƌǁŝƐĞƐƉĞĐŝĨŝĐĂůůǇƐƚĂƚĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ Ϯ͘ EŽƉƌŽǀŝƐŝŽŶŽĨĂŶǇƐƵĐŚƐƚĂŶĚĂƌĚƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŵĂŶƵĂů͕ƌĞĨĞƌĞŶĐĞƐƚĂŶĚĂƌĚ͕ŽƌĐŽĚĞ͕ĂŶĚ ŶŽŝŶƐƚƌƵĐƚŝŽŶŽĨĂ^ƵƉƉůŝĞƌ͕ǁŝůůďĞĞĨĨĞĐƚŝǀĞƚŽĐŚĂŶŐĞƚŚĞĚƵƚŝĞƐŽƌƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐŽĨ KǁŶĞƌ͕ ŽŶƚƌĂĐƚŽƌ͕ Žƌ ŶŐŝŶĞĞƌ ĨƌŽŵ ƚŚŽƐĞ ƐĞƚ ĨŽƌƚŚ ŝŶ ƚŚĞ ƉĂƌƚ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐƉƌĞƉĂƌĞĚďǇŽƌĨŽƌŶŐŝŶĞĞƌ͘EŽƐƵĐŚƉƌŽǀŝƐŝŽŶŽƌŝŶƐƚƌƵĐƚŝŽŶƐŚĂůůďĞĞĨĨĞĐƚŝǀĞ ƚŽ ĂƐƐŝŐŶ ƚŽ KǁŶĞƌ Žƌ ŶŐŝŶĞĞƌ ĂŶǇ ĚƵƚǇ Žƌ ĂƵƚŚŽƌŝƚǇ ƚŽ ƐƵƉĞƌǀŝƐĞ Žƌ ĚŝƌĞĐƚ ƚŚĞ ƉĞƌĨŽƌŵĂŶĐĞ ŽĨ ƚŚĞ tŽƌŬ͕ Žƌ ĂŶǇ ĚƵƚǇ Žƌ ĂƵƚŚŽƌŝƚǇ ƚŽ ƵŶĚĞƌƚĂŬĞƌĞƐƉŽŶƐŝďŝůŝƚǇ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϭϬŽĨϳϬ ŝŶĐŽŶƐŝƐƚĞŶƚǁŝƚŚƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞƉĂƌƚŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƉƌĞƉĂƌĞĚďǇŽƌĨŽƌ ŶŐŝŶĞĞƌ͘ ϯ͘ϬϯZĞƉŽƌƚŝŶŐĂŶĚZĞƐŽůǀŝŶŐŝƐĐƌĞƉĂŶĐŝĞƐ ͘ZĞƉŽƌƚŝŶŐŝƐĐƌĞƉĂŶĐŝĞƐ ϭ͘ŽŶƚƌĂĐƚŽƌ͛ƐsĞƌŝĨŝĐĂƚŝŽŶŽĨ&ŝŐƵƌĞƐĂŶĚ&ŝĞůĚDĞĂƐƵƌĞŵĞŶƚƐ͗ĞĨŽƌĞƵŶĚĞƌƚĂŬŝŶŐĞĂĐŚ ƉĂƌƚŽĨƚŚĞtŽƌŬ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůĐĂƌĞĨƵůůǇƐƚƵĚǇƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ĂŶĚĐŚĞĐŬĂŶĚ ǀĞƌŝĨǇƉĞƌƚŝŶĞŶƚĨŝŐƵƌĞƐĂŶĚĚŝŵĞŶƐŝŽŶƐƚŚĞƌĞŝŶ͕ƉĂƌƚŝĐƵůĂƌůǇǁŝƚŚƌĞƐƉĞĐƚƚŽĂƉƉůŝĐĂďůĞ ĨŝĞůĚŵĞĂƐƵƌĞŵĞŶƚƐ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽŵƉƚůǇƌĞƉŽƌƚŝŶǁƌŝƚŝŶŐƚŽŶŐŝŶĞĞƌĂŶǇĐŽŶĨůŝĐƚ͕ ĞƌƌŽƌ͕ĂŵďŝŐƵŝƚǇ͕ŽƌĚŝƐĐƌĞƉĂŶĐǇƚŚĂƚŽŶƚƌĂĐƚŽƌĚŝƐĐŽǀĞƌƐ͕ŽƌŚĂƐĂĐƚƵĂůŬŶŽǁůĞĚŐĞŽĨ͕ ĂŶĚƐŚĂůůŶŽƚƉƌŽĐĞĞĚǁŝƚŚĂŶǇtŽƌŬĂĨĨĞĐƚĞĚƚŚĞƌĞďǇƵŶƚŝůƚŚĞĐŽŶĨůŝĐƚ͕ĞƌƌŽƌ͕ĂŵďŝŐƵŝƚǇ͕ Žƌ ĚŝƐĐƌĞƉĂŶĐǇ ŝƐ ƌĞƐŽůǀĞĚ ďǇ Ă ĐůĂƌŝĨŝĐĂƚŝŽŶ Žƌ ŝŶƚĞƌƉƌĞƚĂƚŝŽŶ ďǇ ŶŐŝŶĞĞƌ͕ Žƌ ďǇ ĂŶ ĂŵĞŶĚŵĞŶƚŽƌƐƵƉƉůĞŵĞŶƚƚŽƚŚĞŽŶƚƌĂĐƚŝƐƐƵĞĚƉƵƌƐƵĂŶƚƚŽWĂƌĂŐƌĂƉŚϭϭ͘Ϭϭ͘ Ϯ͘ŽŶƚƌĂĐƚŽƌ͛ƐZĞǀŝĞǁŽĨŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͗/Ĩ͕ďĞĨŽƌĞŽƌĚƵƌŝŶŐƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞ tŽƌŬ͕ ŽŶƚƌĂĐƚŽƌ ĚŝƐĐŽǀĞƌƐ ĂŶǇ ĐŽŶĨůŝĐƚ͕ ĞƌƌŽƌ͕ ĂŵďŝŐƵŝƚǇ͕ Žƌ ĚŝƐĐƌĞƉĂŶĐǇ ǁŝƚŚŝŶ ƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ŽƌďĞƚǁĞĞŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂŶĚ;ĂͿĂŶǇĂƉƉůŝĐĂďůĞ>ĂǁŽƌ ZĞŐƵůĂƚŝŽŶ͕;ďͿĂĐƚƵĂůĨŝĞůĚĐŽŶĚŝƚŝŽŶƐ͕;ĐͿĂŶǇƐƚĂŶĚĂƌĚƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŵĂŶƵĂů͕ƌĞĨĞƌĞŶĐĞ ƐƚĂŶĚĂƌĚ͕ŽƌĐŽĚĞ͕Žƌ;ĚͿĂŶǇŝŶƐƚƌƵĐƚŝŽŶŽĨĂŶǇ^ƵƉƉůŝĞƌ͕ƚŚĞŶŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽŵƉƚůǇ ƌĞƉŽƌƚŝƚƚŽŶŐŝŶĞĞƌŝŶǁƌŝƚŝŶŐ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚƉƌŽĐĞĞĚǁŝƚŚƚŚĞtŽƌŬĂĨĨĞĐƚĞĚ ƚŚĞƌĞďǇ;ĞǆĐĞƉƚŝŶĂŶĞŵĞƌŐĞŶĐǇĂƐƌĞƋƵŝƌĞĚďǇWĂƌĂŐƌĂƉŚϳ͘ϭϱͿƵŶƚŝůƚŚĞĐŽŶĨůŝĐƚ͕ĞƌƌŽƌ͕ ĂŵďŝŐƵŝƚǇ͕ŽƌĚŝƐĐƌĞƉĂŶĐǇŝƐƌĞƐŽůǀĞĚ͕ďǇĂĐůĂƌŝĨŝĐĂƚŝŽŶŽƌŝŶƚĞƌƉƌĞƚĂƚŝŽŶďǇŶŐŝŶĞĞƌ͕Žƌ ďǇĂŶĂŵĞŶĚŵĞŶƚŽƌƐƵƉƉůĞŵĞŶƚƚŽƚŚĞŽŶƚƌĂĐƚŝƐƐƵĞĚƉƵƌƐƵĂŶƚƚŽWĂƌĂŐƌĂƉŚϭϭ͘Ϭϭ͘ ϯ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚďĞůŝĂďůĞƚŽKǁŶĞƌŽƌŶŐŝŶĞĞƌĨŽƌĨĂŝůƵƌĞƚŽƌĞƉŽƌƚĂŶǇĐŽŶĨůŝĐƚ͕ĞƌƌŽƌ͕ ĂŵďŝŐƵŝƚǇ͕ Žƌ ĚŝƐĐƌĞƉĂŶĐǇ ŝŶ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ ƵŶůĞƐƐ ŽŶƚƌĂĐƚŽƌ ŚĂĚ ĂĐƚƵĂů ŬŶŽǁůĞĚŐĞƚŚĞƌĞŽĨ͘ ͘ZĞƐŽůǀŝŶŐŝƐĐƌĞƉĂŶĐŝĞƐ ϭ͘ ǆĐĞƉƚĂƐŵĂǇďĞŽƚŚĞƌǁŝƐĞƐƉĞĐŝĨŝĐĂůůǇƐƚĂƚĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ƚŚĞƉƌŽǀŝƐŝŽŶƐ ŽĨƚŚĞƉĂƌƚŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƉƌĞƉĂƌĞĚďǇŽƌĨŽƌŶŐŝŶĞĞƌƚĂŬĞƉƌĞĐĞĚĞŶĐĞŝŶ ƌĞƐŽůǀŝŶŐĂŶǇĐŽŶĨůŝĐƚ͕ĞƌƌŽƌ͕ĂŵďŝŐƵŝƚǇ͕ŽƌĚŝƐĐƌĞƉĂŶĐǇďĞƚǁĞĞŶƐƵĐŚƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂŶĚ͗ Ă͘ ƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨĂŶǇƐƚĂŶĚĂƌĚƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŵĂŶƵĂů͕ƌĞĨĞƌĞŶĐĞƐƚĂŶĚĂƌĚ͕ŽƌĐŽĚĞ͕Žƌ ƚŚĞŝŶƐƚƌƵĐƚŝŽŶŽĨĂŶǇ^ƵƉƉůŝĞƌ;ǁŚĞƚŚĞƌŽƌŶŽƚƐƉĞĐŝĨŝĐĂůůǇŝŶĐŽƌƉŽƌĂƚĞĚďǇƌĞĨĞƌĞŶĐĞ ĂƐĂŽŶƚƌĂĐƚŽĐƵŵĞŶƚͿ͖Žƌ ď͘ ƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨĂŶǇ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐĂƉƉůŝĐĂďůĞƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ ;ƵŶůĞƐƐƐƵĐŚĂŶŝŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐǁŽƵůĚ ƌĞƐƵůƚŝŶǀŝŽůĂƚŝŽŶŽĨƐƵĐŚ>ĂǁŽƌZĞŐƵůĂƚŝŽŶͿ͘ ϯ͘ϬϰZĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ ͘ ƵƌŝŶŐƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬĂŶĚƵŶƚŝůĨŝŶĂůƉĂǇŵĞŶƚ͕ŽŶƚƌĂĐƚŽƌĂŶĚKǁŶĞƌƐŚĂůů ƐƵďŵŝƚƚŽƚŚĞŶŐŝŶĞĞƌŝŶǁƌŝƚŝŶŐĂůůŵĂƚƚĞƌƐŝŶƋƵĞƐƚŝŽŶĐŽŶĐĞƌŶŝŶŐƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ;ƐŽŵĞƚŝŵĞƐƌĞĨĞƌƌĞĚƚŽĂƐƌĞƋƵĞƐƚƐĨŽƌŝŶĨŽƌŵĂƚŝŽŶŽƌŝŶƚĞƌƉƌĞƚĂƚŝŽŶͶ Z&/ƐͿ͕ŽƌƌĞůĂƚŝŶŐƚŽƚŚĞĂĐĐĞƉƚĂďŝůŝƚǇŽĨƚŚĞtŽƌŬƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ĂƐƐŽŽŶĂƐ ƉŽƐƐŝďůĞĂĨƚĞƌƐƵĐŚŵĂƚƚĞƌƐĂƌŝƐĞ͘ŶŐŝŶĞĞƌǁŝůůďĞƚŚĞŝŶŝƚŝĂůŝŶƚĞƌƉƌĞƚĞƌŽĨƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐ ŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ĂŶĚũƵĚŐĞŽĨƚŚĞĂĐĐĞƉƚĂďŝůŝƚǇŽĨƚŚĞtŽƌŬ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϭϭŽĨϳϬ ͘ ŶŐŝŶĞĞƌǁŝůů͕ǁŝƚŚƌĞĂƐŽŶĂďůĞƉƌŽŵƉƚŶĞƐƐ͕ƌĞŶĚĞƌĂǁƌŝƚƚĞŶĐůĂƌŝĨŝĐĂƚŝŽŶ͕ŝŶƚĞƌƉƌĞƚĂƚŝŽŶ͕Žƌ ĚĞĐŝƐŝŽŶŽŶƚŚĞŝƐƐƵĞƐƵďŵŝƚƚĞĚ͕ŽƌŝŶŝƚŝĂƚĞĂŶĂŵĞŶĚŵĞŶƚŽƌƐƵƉƉůĞŵĞŶƚƚŽƚŚĞŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͘ ŶŐŝŶĞĞƌ͛Ɛ ǁƌŝƚƚĞŶ ĐůĂƌŝĨŝĐĂƚŝŽŶ͕ ŝŶƚĞƌƉƌĞƚĂƚŝŽŶ͕ Žƌ ĚĞĐŝƐŝŽŶ ǁŝůů ďĞ ĨŝŶĂů ĂŶĚ ďŝŶĚŝŶŐŽŶŽŶƚƌĂĐƚŽƌ͕ƵŶůĞƐƐŝƚĂƉƉĞĂůƐďǇƐƵďŵŝƚƚŝŶŐĂŚĂŶŐĞWƌŽƉŽƐĂů͕ĂŶĚŽŶKǁŶĞƌ͕ ƵŶůĞƐƐŝƚĂƉƉĞĂůƐďǇĨŝůŝŶŐĂůĂŝŵ͘ ͘ /ĨĂƐƵďŵŝƚƚĞĚŵĂƚƚĞƌŝŶƋƵĞƐƚŝŽŶĐŽŶĐĞƌŶƐƚĞƌŵƐĂŶĚĐŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ ƚŚĂƚĚŽŶŽƚŝŶǀŽůǀĞ;ϭͿƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽƌĂĐĐĞƉƚĂďŝůŝƚǇŽĨƚŚĞtŽƌŬƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚ 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WĂƌĂŐƌĂƉŚϮ͘ϬϱĂƐŝƚŵĂǇďĞĂĚũƵƐƚĞĚĨƌŽŵƚŝŵĞƚŽƚŝŵĞĂƐƉƌŽǀŝĚĞĚďĞůŽǁ͘ ϭ͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ƐƵďŵŝƚ ƚŽ ŶŐŝŶĞĞƌ ĨŽƌ ĂĐĐĞƉƚĂŶĐĞ ;ƚŽ ƚŚĞ ĞǆƚĞŶƚ ŝŶĚŝĐĂƚĞĚ ŝŶ WĂƌĂŐƌĂƉŚϮ͘ϬϱͿƉƌŽƉŽƐĞĚĂĚũƵƐƚŵĞŶƚƐŝŶƚŚĞWƌŽŐƌĞƐƐ^ĐŚĞĚƵůĞƚŚĂƚǁŝůůŶŽƚƌĞƐƵůƚŝŶ ĐŚĂŶŐŝŶŐƚŚĞŽŶƚƌĂĐƚdŝŵĞƐ͘ Ϯ͘ WƌŽƉŽƐĞĚĂĚũƵƐƚŵĞŶƚƐŝŶƚŚĞWƌŽŐƌĞƐƐ^ĐŚĞĚƵůĞƚŚĂƚǁŝůůĐŚĂŶŐĞƚŚĞŽŶƚƌĂĐƚdŝŵĞƐŵƵƐƚ ďĞƐƵďŵŝƚƚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƌƚŝĐůĞϭϭ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĐĂƌƌǇŽŶƚŚĞtŽƌŬĂŶĚĂĚŚĞƌĞƚŽƚŚĞWƌŽŐƌĞƐƐ^ĐŚĞĚƵůĞĚƵƌŝŶŐĂůůĚŝƐƉƵƚĞƐŽƌ ĚŝƐĂŐƌĞĞŵĞŶƚƐǁŝƚŚKǁŶĞƌ͘EŽtŽƌŬǁŝůůďĞĚĞůĂǇĞĚŽƌƉŽƐƚƉŽŶĞĚƉĞŶĚŝŶŐƌĞƐŽůƵƚŝŽŶŽĨĂŶǇ ĚŝƐƉƵƚĞƐ Žƌ ĚŝƐĂŐƌĞĞŵĞŶƚƐ͕ Žƌ ĚƵƌŝŶŐ ĂŶǇ ĂƉƉĞĂů ƉƌŽĐĞƐƐ͕ ĞǆĐĞƉƚ ĂƐ ƉĞƌŵŝƚƚĞĚ ďǇ WĂƌĂŐƌĂƉŚϭϲ͘Ϭϰ͕ŽƌĂƐKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌŵĂǇŽƚŚĞƌǁŝƐĞĂŐƌĞĞŝŶǁƌŝƚŝŶŐ͘ ϰ͘ϬϱĞůĂǇƐŝŶŽŶƚƌĂĐƚŽƌ͛ƐWƌŽŐƌĞƐƐ ͘ /ĨKǁŶĞƌ͕ŶŐŝŶĞĞƌ͕ŽƌĂŶǇŽŶĞĨŽƌǁŚŽŵKǁŶĞƌŝƐƌĞƐƉŽŶƐŝďůĞ͕ĚĞůĂǇƐ͕ĚŝƐƌƵƉƚƐ͕ŽƌŝŶƚĞƌĨĞƌĞƐ ǁŝƚŚƚŚĞ ƉĞƌĨŽƌŵĂŶĐĞŽƌƉƌŽŐƌĞƐƐŽĨ ƚŚĞ tŽƌŬ͕ƚŚĞŶ ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞĞŶƚŝƚůĞĚ ƚŽĂŶ ĞƋƵŝƚĂďůĞĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚďĞĞŶƚŝƚůĞĚƚŽĂŶĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐĨŽƌĚĞůĂǇ͕ ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞĐĂƵƐĞĚďǇŽƌǁŝƚŚŝŶƚŚĞĐŽŶƚƌŽůŽĨŽŶƚƌĂĐƚŽƌ͘ĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ ĂŶĚŝŶƚĞƌĨĞƌĞŶĐĞĂƚƚƌŝďƵƚĂďůĞƚŽĂŶĚǁŝƚŚŝŶƚŚĞĐŽŶƚƌŽůŽĨĂ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌƐŚĂůůďĞ ĚĞĞŵĞĚƚŽďĞǁŝƚŚŝŶƚŚĞĐŽŶƚƌŽůŽĨŽŶƚƌĂĐƚŽƌ͘ ͘ /Ĩ ŽŶƚƌĂĐƚŽƌ͛Ɛ ƉĞƌĨŽƌŵĂŶĐĞ Žƌ ƉƌŽŐƌĞƐƐ ŝƐ ĚĞůĂǇĞĚ͕ ĚŝƐƌƵƉƚĞĚ͕ Žƌ ŝŶƚĞƌĨĞƌĞĚ ǁŝƚŚ ďǇ ƵŶĂŶƚŝĐŝƉĂƚĞĚĐĂƵƐĞƐŶŽƚƚŚĞĨĂƵůƚŽĨĂŶĚďĞǇŽŶĚƚŚĞĐŽŶƚƌŽůŽĨKǁŶĞƌ͕ŽŶƚƌĂĐƚŽƌ͕ĂŶĚƚŚŽƐĞ ĨŽƌǁŚŝĐŚƚŚĞǇĂƌĞƌĞƐƉŽŶƐŝďůĞ͕ƚŚĞŶŽŶƚƌĂĐƚŽƌƐŚĂůůďĞĞŶƚŝƚůĞĚƚŽĂŶĞƋƵŝƚĂďůĞĂĚũƵƐƚŵĞŶƚ ŝŶŽŶƚƌĂĐƚdŝŵĞƐ͘^ƵĐŚĂŶĂĚũƵƐƚŵĞŶƚǁŝůůďĞŽŶƚƌĂĐƚŽƌ͛ƐƐŽůĞĂŶĚĞǆĐůƵƐŝǀĞƌĞŵĞĚǇĨŽƌƚŚĞ ĚĞůĂǇƐ͕ĚŝƐƌƵƉƚŝŽŶ͕ĂŶĚŝŶƚĞƌĨĞƌĞŶĐĞĚĞƐĐƌŝďĞĚŝŶƚŚŝƐƉĂƌĂŐƌĂƉŚ͘ĂƵƐĞƐŽĨĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ ŽƌŝŶƚĞƌĨĞƌĞŶĐĞƚŚĂƚŵĂǇŐŝǀĞƌŝƐĞƚŽĂŶĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚdŝŵĞƐƵŶĚĞƌƚŚŝƐƉĂƌĂŐƌĂƉŚ ŝŶĐůƵĚĞďƵƚĂƌĞŶŽƚůŝŵŝƚĞĚƚŽƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘ ^ĞǀĞƌĞ ĂŶĚ ƵŶĂǀŽŝĚĂďůĞ ŶĂƚƵƌĂů ĐĂƚĂƐƚƌŽƉŚĞƐ ƐƵĐŚ ĂƐ ĨŝƌĞƐ͕ ĨůŽŽĚƐ͕ ĞƉŝĚĞŵŝĐƐ͕ ĂŶĚ ĞĂƌƚŚƋƵĂŬĞƐ͖ Ϯ͘ ďŶŽƌŵĂůǁĞĂƚŚĞƌĐŽŶĚŝƚŝŽŶƐ͖ ϯ͘ ĐƚƐŽƌĨĂŝůƵƌĞƐƚŽĂĐƚŽĨƚŚŝƌĚͲƉĂƌƚǇƵƚŝůŝƚǇŽǁŶĞƌƐŽƌŽƚŚĞƌƚŚŝƌĚͲƉĂƌƚǇĞŶƚŝƚŝĞƐ;ŽƚŚĞƌƚŚĂŶ ƚŚŽƐĞƚŚŝƌĚͲƉĂƌƚǇƵƚŝůŝƚǇŽǁŶĞƌƐŽƌŽƚŚĞƌƚŚŝƌĚͲƉĂƌƚǇĞŶƚŝƚŝĞƐƉĞƌĨŽƌŵŝŶŐŽƚŚĞƌǁŽƌŬĂƚŽƌ ĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞĂƐĂƌƌĂŶŐĞĚďǇŽƌƵŶĚĞƌĐŽŶƚƌĂĐƚǁŝƚŚKǁŶĞƌ͕ĂƐĐŽŶƚĞŵƉůĂƚĞĚŝŶ ƌƚŝĐůĞϴͿ͖ĂŶĚ ϰ͘ ĐƚƐŽĨǁĂƌŽƌƚĞƌƌŽƌŝƐŵ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϭϯŽĨϳϬ ͘ ŽŶƚƌĂĐƚŽƌ͛ƐĞŶƚŝƚůĞŵĞŶƚƚŽĂŶĂĚũƵƐƚŵĞŶƚŽĨŽŶƚƌĂĐƚdŝŵĞƐŽƌŽŶƚƌĂĐƚWƌŝĐĞŝƐůŝŵŝƚĞĚĂƐ ĨŽůůŽǁƐ͗ ϭ͘ ŽŶƚƌĂĐƚŽƌ͛ƐĞŶƚŝƚůĞŵĞŶƚƚŽĂŶĂĚũƵƐƚŵĞŶƚŽĨƚŚĞŽŶƚƌĂĐƚdŝŵĞƐŝƐĐŽŶĚŝƚŝŽŶĞĚŽŶƚŚĞ ĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞĂĚǀĞƌƐĞůǇĂĨĨĞĐƚŝŶŐĂŶĂĐƚŝǀŝƚǇŽŶƚŚĞĐƌŝƚŝĐĂůƉĂƚŚƚŽ ĐŽŵƉůĞƚŝŽŶŽĨƚŚĞtŽƌŬ͕ĂƐŽĨƚŚĞƚŝŵĞŽĨƚŚĞĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞ͘ Ϯ͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ŶŽƚ ďĞ ĞŶƚŝƚůĞĚ ƚŽ ĂŶ ĂĚũƵƐƚŵĞŶƚ ŝŶ ŽŶƚƌĂĐƚ WƌŝĐĞ ĨŽƌ ĂŶǇ ĚĞůĂǇ͕ ĚŝƐƌƵƉƚŝŽŶ͕ Žƌ ŝŶƚĞƌĨĞƌĞŶĐĞ ŝĨ ƐƵĐŚ ĚĞůĂǇ ŝƐ ĐŽŶĐƵƌƌĞŶƚ ǁŝƚŚ ĂĚĞůĂǇ͕ ĚŝƐƌƵƉƚŝŽŶ͕ Žƌ ŝŶƚĞƌĨĞƌĞŶĐĞĐĂƵƐĞĚďǇŽƌǁŝƚŚŝŶƚŚĞĐŽŶƚƌŽůŽĨŽŶƚƌĂĐƚŽƌ͘^ƵĐŚĂĐŽŶĐƵƌƌĞŶƚĚĞůĂǇďǇ ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚƉƌĞĐůƵĚĞĂŶĂĚũƵƐƚŵĞŶƚŽĨŽŶƚƌĂĐƚdŝŵĞƐƚŽǁŚŝĐŚŽŶƚƌĂĐƚŽƌŝƐ ŽƚŚĞƌǁŝƐĞĞŶƚŝƚůĞĚ͘ ϯ͘ ĚũƵƐƚŵĞŶƚƐ ŽĨ ŽŶƚƌĂĐƚ dŝŵĞƐ Žƌ ŽŶƚƌĂĐƚ WƌŝĐĞ ĂƌĞ ƐƵďũĞĐƚƚŽ ƚŚĞ ƉƌŽǀŝƐŝŽŶƐ ŽĨ ƌƚŝĐůĞϭϭ͘ ͘ ĂĐŚŽŶƚƌĂĐƚŽƌƌĞƋƵĞƐƚŽƌŚĂŶŐĞWƌŽƉŽƐĂůƐĞĞŬŝŶŐĂŶŝŶĐƌĞĂƐĞŝŶŽŶƚƌĂĐƚdŝŵĞƐŽƌŽŶƚƌĂĐƚ WƌŝĐĞŵƵƐƚďĞƐƵƉƉůĞŵĞŶƚĞĚďǇƐƵƉƉŽƌƚŝŶŐĚĂƚĂƚŚĂƚƐĞƚƐĨŽƌƚŚŝŶĚĞƚĂŝůƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘ dŚĞĐŝƌĐƵŵƐƚĂŶĐĞƐƚŚĂƚĨŽƌŵƚŚĞďĂƐŝƐĨŽƌƚŚĞƌĞƋƵĞƐƚĞĚĂĚũƵƐƚŵĞŶƚ͖ Ϯ͘ dŚĞĚĂƚĞƵƉŽŶǁŚŝĐŚĞĂĐŚĐĂƵƐĞŽĨĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞďĞŐĂŶƚŽĂĨĨĞĐƚƚŚĞ ƉƌŽŐƌĞƐƐŽĨƚŚĞtŽƌŬ͖ ϯ͘ dŚĞĚĂƚĞƵƉŽŶǁŚŝĐŚĞĂĐŚĐĂƵƐĞŽĨĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞĐĞĂƐĞĚƚŽĂĨĨĞĐƚƚŚĞ ƉƌŽŐƌĞƐƐŽĨƚŚĞtŽƌŬ͖ ϰ͘ dŚĞŶƵŵďĞƌŽĨĚĂǇƐ͛ŝŶĐƌĞĂƐĞŝŶŽŶƚƌĂĐƚdŝŵĞƐĐůĂŝŵĞĚĂƐĂĐŽŶƐĞƋƵĞŶĐĞŽĨĞĂĐŚƐƵĐŚ ĐĂƵƐĞŽĨĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞ͖ĂŶĚ ϱ͘ dŚĞŝŵƉĂĐƚŽŶŽŶƚƌĂĐƚWƌŝĐĞ͕ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚϭϭ͘Ϭϳ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĂůƐŽĨƵƌŶŝƐŚƐƵĐŚĂĚĚŝƚŝŽŶĂůƐƵƉƉŽƌƚŝŶŐĚŽĐƵŵĞŶƚĂƚŝŽŶĂƐKǁŶĞƌŽƌŶŐŝŶĞĞƌ ŵĂǇƌĞƋƵŝƌĞŝŶĐůƵĚŝŶŐ͕ǁŚĞƌĞĂƉƉƌŽƉƌŝĂƚĞ͕ĂƌĞǀŝƐĞĚƉƌŽŐƌĞƐƐƐĐŚĞĚƵůĞŝŶĚŝĐĂƚŝŶŐĂůůƚŚĞ ĂĐƚŝǀŝƚŝĞƐĂĨĨĞĐƚĞĚďǇƚŚĞĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞ͕ĂŶĚĂŶĞǆƉůĂŶĂƚŝŽŶŽĨƚŚĞĞĨĨĞĐƚ ŽĨƚŚĞĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞŽŶƚŚĞĐƌŝƚŝĐĂůƉĂƚŚƚŽĐŽŵƉůĞƚŝŽŶŽĨƚŚĞtŽƌŬ͘ &͘ ĞůĂǇƐ͕ĚŝƐƌƵƉƚŝŽŶ͕ĂŶĚŝŶƚĞƌĨĞƌĞŶĐĞƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽƌƉƌŽŐƌĞƐƐŽĨƚŚĞtŽƌŬƌĞƐƵůƚŝŶŐ ĨƌŽŵƚŚĞĞǆŝƐƚĞŶĐĞŽĨĂĚŝĨĨĞƌŝŶŐƐƵďƐƵƌĨĂĐĞŽƌƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶ͕ĂŶhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇ ƚŚĂƚǁĂƐŶŽƚƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚďǇƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ŽƌŶŽƚƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚǁŝƚŚ ƌĞĂƐŽŶĂďůĞ ĂĐĐƵƌĂĐǇ͕ ĂŶĚƚŚŽƐĞƌĞƐƵůƚŝŶŐĨƌŽŵ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂů ŽŶĚŝƚŝŽŶƐ͕ ĂƌĞ ŐŽǀĞƌŶĞĚďǇƌƚŝĐůĞϱ͕ƚŽŐĞƚŚĞƌǁŝƚŚƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚƐϰ͘Ϭϱ͘ĂŶĚϰ͘Ϭϱ͘͘ '͘ WĂƌĂŐƌĂƉŚϴ͘ϬϯĂĚĚƌĞƐƐĞƐĚĞůĂǇƐ͕ĚŝƐƌƵƉƚŝŽŶ͕ĂŶĚŝŶƚĞƌĨĞƌĞŶĐĞƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽƌƉƌŽŐƌĞƐƐ ŽĨƚŚĞtŽƌŬƌĞƐƵůƚŝŶŐĨƌŽŵƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨĐĞƌƚĂŝŶŽƚŚĞƌǁŽƌŬĂƚŽƌĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞ͘ Zd/> ϱͶ^/d͖ ^h^hZ& E W,z^/> KE/d/KE^͖ ,ZKh^ Es/ZKEDEd> KE/d/KE^ ϱ͘ϬϭǀĂŝůĂďŝůŝƚǇŽĨ>ĂŶĚƐ ͘ KǁŶĞƌƐŚĂůůĨƵƌŶŝƐŚƚŚĞ^ŝƚĞ͘KǁŶĞƌƐŚĂůůŶŽƚŝĨǇŽŶƚƌĂĐƚŽƌŝŶǁƌŝƚŝŶŐŽĨĂŶǇĞŶĐƵŵďƌĂŶĐĞƐŽƌ ƌĞƐƚƌŝĐƚŝŽŶƐŶŽƚŽĨŐĞŶĞƌĂůĂƉƉůŝĐĂƚŝŽŶďƵƚƐƉĞĐŝĨŝĐĂůůǇƌĞůĂƚĞĚƚŽƵƐĞŽĨƚŚĞ^ŝƚĞǁŝƚŚǁŚŝĐŚ ŽŶƚƌĂĐƚŽƌŵƵƐƚĐŽŵƉůǇŝŶƉĞƌĨŽƌŵŝŶŐƚŚĞtŽƌŬ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϭϰŽĨϳϬ ͘ hƉŽŶƌĞĂƐŽŶĂďůĞǁƌŝƚƚĞŶƌĞƋƵĞƐƚ͕KǁŶĞƌƐŚĂůůĨƵƌŶŝƐŚŽŶƚƌĂĐƚŽƌǁŝƚŚĂĐƵƌƌĞŶƚƐƚĂƚĞŵĞŶƚŽĨ ƌĞĐŽƌĚůĞŐĂůƚŝƚůĞĂŶĚůĞŐĂůĚĞƐĐƌŝƉƚŝŽŶŽĨƚŚĞůĂŶĚƐƵƉŽŶǁŚŝĐŚƉĞƌŵĂŶĞŶƚŝŵƉƌŽǀĞŵĞŶƚƐĂƌĞ ƚŽďĞŵĂĚĞĂŶĚKǁŶĞƌ͛ƐŝŶƚĞƌĞƐƚƚŚĞƌĞŝŶĂƐŶĞĐĞƐƐĂƌǇĨŽƌŐŝǀŝŶŐŶŽƚŝĐĞŽĨŽƌĨŝůŝŶŐĂŵĞĐŚĂŶŝĐ͛Ɛ ŽƌĐŽŶƐƚƌƵĐƚŝŽŶůŝĞŶĂŐĂŝŶƐƚƐƵĐŚůĂŶĚƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚĂƉƉůŝĐĂďůĞ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽǀŝĚĞĨŽƌĂůůĂĚĚŝƚŝŽŶĂůůĂŶĚƐĂŶĚĂĐĐĞƐƐƚŚĞƌĞƚŽƚŚĂƚŵĂǇďĞƌĞƋƵŝƌĞĚĨŽƌ ƚĞŵƉŽƌĂƌǇĐŽŶƐƚƌƵĐƚŝŽŶĨĂĐŝůŝƚŝĞƐŽƌƐƚŽƌĂŐĞŽĨŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚ͘ ϱ͘ϬϮhƐĞŽĨ^ŝƚĞĂŶĚKƚŚĞƌƌĞĂƐ ͘>ŝŵŝƚĂƚŝŽŶŽŶhƐĞŽĨ^ŝƚĞĂŶĚKƚŚĞƌƌĞĂƐ ϭ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĐŽŶĨŝŶĞĐŽŶƐƚƌƵĐƚŝŽŶĞƋƵŝƉŵĞŶƚ͕ƚĞŵƉŽƌĂƌǇĐŽŶƐƚƌƵĐƚŝŽŶĨĂĐŝůŝƚŝĞƐ͕ƚŚĞ ƐƚŽƌĂŐĞŽĨŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚ͕ĂŶĚƚŚĞŽƉĞƌĂƚŝŽŶƐŽĨǁŽƌŬĞƌƐƚŽƚŚĞ^ŝƚĞ͕ĂĚũĂĐĞŶƚ ĂƌĞĂƐƚŚĂƚŽŶƚƌĂĐƚŽƌŚĂƐĂƌƌĂŶŐĞĚƚŽƵƐĞƚŚƌŽƵŐŚĐŽŶƐƚƌƵĐƚŝŽŶĞĂƐĞŵĞŶƚƐŽƌŽƚŚĞƌǁŝƐĞ͕ ĂŶĚŽƚŚĞƌĂĚũĂĐĞŶƚĂƌĞĂƐƉĞƌŵŝƚƚĞĚďǇ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͕ĂŶĚƐŚĂůůŶŽƚƵŶƌĞĂƐŽŶĂďůǇ ĞŶĐƵŵďĞƌƚŚĞ^ŝƚĞĂŶĚƐƵĐŚŽƚŚĞƌĂĚũĂĐĞŶƚĂƌĞĂƐǁŝƚŚĐŽŶƐƚƌƵĐƚŝŽŶĞƋƵŝƉŵĞŶƚŽƌŽƚŚĞƌ ŵĂƚĞƌŝĂůƐŽƌĞƋƵŝƉŵĞŶƚ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůĂƐƐƵŵĞĨƵůůƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌ;ĂͿĚĂŵĂŐĞƚŽƚŚĞ ^ŝƚĞ͖;ďͿĚĂŵĂŐĞƚŽĂŶǇƐƵĐŚŽƚŚĞƌĂĚũĂĐĞŶƚĂƌĞĂƐƵƐĞĚĨŽƌŽŶƚƌĂĐƚŽƌ͛ƐŽƉĞƌĂƚŝŽŶƐ͖;ĐͿ ĚĂŵĂŐĞƚŽĂŶǇŽƚŚĞƌĂĚũĂĐĞŶƚůĂŶĚŽƌĂƌĞĂƐ͕ŽƌƚŽŝŵƉƌŽǀĞŵĞŶƚƐ͕ƐƚƌƵĐƚƵƌĞƐ͕ƵƚŝůŝƚŝĞƐ͕Žƌ ƐŝŵŝůĂƌĨĂĐŝůŝƚŝĞƐůŽĐĂƚĞĚĂƚƐƵĐŚĂĚũĂĐĞŶƚůĂŶĚƐŽƌĂƌĞĂƐ͖ĂŶĚ;ĚͿĨŽƌŝŶũƵƌŝĞƐĂŶĚůŽƐƐĞƐ ƐƵƐƚĂŝŶĞĚďǇƚŚĞŽǁŶĞƌƐŽƌŽĐĐƵƉĂŶƚƐŽĨĂŶǇƐƵĐŚůĂŶĚŽƌĂƌĞĂƐ͖ƉƌŽǀŝĚĞĚƚŚĂƚƐƵĐŚ ĚĂŵĂŐĞŽƌŝŶũƵƌŝĞƐƌĞƐƵůƚĨƌŽŵƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬŽƌĨƌŽŵŽƚŚĞƌĂĐƚŝŽŶƐŽƌ ĐŽŶĚƵĐƚŽĨƚŚĞŽŶƚƌĂĐƚŽƌŽƌƚŚŽƐĞĨŽƌǁŚŝĐŚŽŶƚƌĂĐƚŽƌŝƐƌĞƐƉŽŶƐŝďůĞ͘ Ϯ͘ /ĨĂĚĂŵĂŐĞŽƌŝŶũƵƌǇĐůĂŝŵŝƐŵĂĚĞďǇƚŚĞŽǁŶĞƌŽƌŽĐĐƵƉĂŶƚŽĨĂŶǇƐƵĐŚůĂŶĚŽƌĂƌĞĂ ďĞĐĂƵƐĞŽĨƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͕ŽƌďĞĐĂƵƐĞŽĨŽƚŚĞƌĂĐƚŝŽŶƐŽƌĐŽŶĚƵĐƚŽĨƚŚĞ ŽŶƚƌĂĐƚŽƌ Žƌ ƚŚŽƐĞ ĨŽƌ ǁŚŝĐŚ ŽŶƚƌĂĐƚŽƌ ŝƐ ƌĞƐƉŽŶƐŝďůĞ͕ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ;ĂͿ ƚĂŬĞ ŝŵŵĞĚŝĂƚĞĐŽƌƌĞĐƚŝǀĞŽƌƌĞŵĞĚŝĂůĂĐƚŝŽŶĂƐƌĞƋƵŝƌĞĚďǇWĂƌĂŐƌĂƉŚϳ͘ϭϯ͕ŽƌŽƚŚĞƌǁŝƐĞ͖;ďͿ 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ĨŝŶĚŝŶŐƐ͕ĐŽŶĐůƵƐŝŽŶƐ͕ĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘ ͘KǁŶĞƌ͛Ɛ^ƚĂƚĞŵĞŶƚƚŽŽŶƚƌĂĐƚŽƌZĞŐĂƌĚŝŶŐ^ŝƚĞŽŶĚŝƚŝŽŶ͗ĨƚĞƌƌĞĐĞŝƉƚŽĨŶŐŝŶĞĞƌ͛ƐǁƌŝƚƚĞŶ ĨŝŶĚŝŶŐƐ͕ ĐŽŶĐůƵƐŝŽŶƐ͕ ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͕ KǁŶĞƌ ƐŚĂůů ŝƐƐƵĞ Ă ǁƌŝƚƚĞŶ ƐƚĂƚĞŵĞŶƚ ƚŽ ŽŶƚƌĂĐƚŽƌ ;ǁŝƚŚ Ă ĐŽƉǇ ƚŽ ŶŐŝŶĞĞƌͿ ƌĞŐĂƌĚŝŶŐ ƚŚĞ ƐƵďƐƵƌĨĂĐĞ Žƌ ƉŚǇƐŝĐĂů ĐŽŶĚŝƚŝŽŶ ŝŶ ƋƵĞƐƚŝŽŶ͕ĂĚĚƌĞƐƐŝŶŐƚŚĞƌĞƐƵŵƉƚŝŽŶŽĨtŽƌŬŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƐƵĐŚĐŽŶĚŝƚŝŽŶ͕ŝŶĚŝĐĂƚŝŶŐ ǁŚĞƚŚĞƌĂŶǇĐŚĂŶŐĞŝŶƚŚĞƌĂǁŝŶŐƐŽƌ^ƉĞĐŝĨŝĐĂƚŝŽŶƐǁŝůůďĞŵĂĚĞ͕ĂŶĚĂĚŽƉƚŝŶŐŽƌƌĞũĞĐƚŝŶŐ ŶŐŝŶĞĞƌ͛ƐǁƌŝƚƚĞŶĨŝŶĚŝŶŐƐ͕ĐŽŶĐůƵƐŝŽŶƐ͕ĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͕ŝŶǁŚŽůĞŽƌŝŶƉĂƌƚ͘ ͘ĂƌůǇZĞƐƵŵƉƚŝŽŶŽĨtŽƌŬ͗/ĨĂƚĂŶǇƚŝŵĞŶŐŝŶĞĞƌĚĞƚĞƌŵŝŶĞƐƚŚĂƚtŽƌŬŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚ ƚŚĞƐƵďƐƵƌĨĂĐĞŽƌƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶŝŶƋƵĞƐƚŝŽŶŵĂǇƌĞƐƵŵĞƉƌŝŽƌƚŽĐŽŵƉůĞƚŝŽŶŽĨŶŐŝŶĞĞƌ͛Ɛ ƌĞǀŝĞǁŽƌKǁŶĞƌ͛ƐŝƐƐƵĂŶĐĞŽĨŝƚƐƐƚĂƚĞŵĞŶƚƚŽŽŶƚƌĂĐƚŽƌ͕ďĞĐĂƵƐĞƚŚĞĐŽŶĚŝƚŝŽŶŝŶƋƵĞƐƚŝŽŶ ŚĂƐďĞĞŶĂĚĞƋƵĂƚĞůǇĚŽĐƵŵĞŶƚĞĚ͕ĂŶĚĂŶĂůǇǌĞĚŽŶĂƉƌĞůŝŵŝŶĂƌǇďĂƐŝƐ͕ƚŚĞŶƚŚĞŶŐŝŶĞĞƌ ŵĂǇĂƚŝƚƐĚŝƐĐƌĞƚŝŽŶŝŶƐƚƌƵĐƚŽŶƚƌĂĐƚŽƌƚŽƌĞƐƵŵĞƐƵĐŚtŽƌŬ͘ ͘WŽƐƐŝďůĞWƌŝĐĞĂŶĚdŝŵĞƐĚũƵƐƚŵĞŶƚƐ ϭ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞĞŶƚŝƚůĞĚƚŽĂŶĞƋƵŝƚĂďůĞĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚ dŝŵĞƐ͕ƚŽƚŚĞĞǆƚĞŶƚƚŚĂƚƚŚĞĞǆŝƐƚĞŶĐĞŽĨĂĚŝĨĨĞƌŝŶŐƐƵďƐƵƌĨĂĐĞŽƌƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶ͕Žƌ ĂŶǇ ƌĞůĂƚĞĚ ĚĞůĂǇ͕ ĚŝƐƌƵƉƚŝŽŶ͕ Žƌ ŝŶƚĞƌĨĞƌĞŶĐĞ͕ ĐĂƵƐĞƐ ĂŶ ŝŶĐƌĞĂƐĞ Žƌ ĚĞĐƌĞĂƐĞ ŝŶ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϭϳŽĨϳϬ ŽŶƚƌĂĐƚŽƌ͛ƐĐŽƐƚŽĨ͕ŽƌƚŝŵĞƌĞƋƵŝƌĞĚĨŽƌ͕ƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͖ƐƵďũĞĐƚ͕ŚŽǁĞǀĞƌ͕ƚŽ ƚŚĞĨŽůůŽǁŝŶŐ͗ Ă͘ ^ƵĐŚ ĐŽŶĚŝƚŝŽŶ ŵƵƐƚ ĨĂůůǁŝƚŚŝŶ ĂŶǇŽŶĞ Žƌ ŵŽƌĞ ŽĨ ƚŚĞ ĐĂƚĞŐŽƌŝĞƐ ĚĞƐĐƌŝďĞĚ ŝŶ WĂƌĂŐƌĂƉŚϱ͘Ϭϰ͖͘ ď͘ tŝƚŚƌĞƐƉĞĐƚƚŽtŽƌŬƚŚĂƚŝƐƉĂŝĚĨŽƌŽŶĂƵŶŝƚƉƌŝĐĞďĂƐŝƐ͕ĂŶǇĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚ WƌŝĐĞǁŝůůďĞƐƵďũĞĐƚƚŽƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚϭϯ͘Ϭϯ͖ĂŶĚ͕ Đ͘ ŽŶƚƌĂĐƚŽƌ͛ƐĞŶƚŝƚůĞŵĞŶƚƚŽĂŶĂĚũƵƐƚŵĞŶƚŽĨƚŚĞŽŶƚƌĂĐƚdŝŵĞƐŝƐƐƵďũĞĐƚƚŽƚŚĞ ƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚƐϰ͘Ϭϱ͘ĂŶĚϰ͘Ϭϱ͘͘ Ϯ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚďĞĞŶƚŝƚůĞĚƚŽĂŶǇĂĚũƵƐƚŵĞŶƚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐ ǁŝƚŚƌĞƐƉĞĐƚƚŽĂƐƵďƐƵƌĨĂĐĞŽƌƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶŝĨ͗ Ă͘ ŽŶƚƌĂĐƚŽƌŬŶĞǁŽĨƚŚĞĞǆŝƐƚĞŶĐĞŽĨƐƵĐŚĐŽŶĚŝƚŝŽŶĂƚƚŚĞƚŝŵĞŽŶƚƌĂĐƚŽƌŵĂĚĞĂ ĐŽŵŵŝƚŵĞŶƚƚŽKǁŶĞƌǁŝƚŚƌĞƐƉĞĐƚƚŽŽŶƚƌĂĐƚWƌŝĐĞĂŶĚŽŶƚƌĂĐƚdŝŵĞƐďǇƚŚĞ ƐƵďŵŝƐƐŝŽŶŽĨĂŝĚŽƌďĞĐŽŵŝŶŐďŽƵŶĚƵŶĚĞƌĂŶĞŐŽƚŝĂƚĞĚĐŽŶƚƌĂĐƚ͕ŽƌŽƚŚĞƌǁŝƐĞ͖ ď͘ dŚĞĞǆŝƐƚĞŶĐĞŽĨƐƵĐŚĐŽŶĚŝƚŝŽŶƌĞĂƐŽŶĂďůǇĐŽƵůĚŚĂǀĞďĞĞŶĚŝƐĐŽǀĞƌĞĚŽƌƌĞǀĞĂůĞĚ ĂƐĂƌĞƐƵůƚŽĨĂŶǇĞǆĂŵŝŶĂƚŝŽŶ͕ŝŶǀĞƐƚŝŐĂƚŝŽŶ͕ĞǆƉůŽƌĂƚŝŽŶ͕ƚĞƐƚ͕ŽƌƐƚƵĚǇŽĨƚŚĞ^ŝƚĞĂŶĚ ĐŽŶƚŝŐƵŽƵƐ ĂƌĞĂƐ ĞǆƉƌĞƐƐůǇ ƌĞƋƵŝƌĞĚ ďǇ ƚŚĞ ŝĚĚŝŶŐ ZĞƋƵŝƌĞŵĞŶƚƐ Žƌ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐƚŽďĞĐŽŶĚƵĐƚĞĚďǇŽƌĨŽƌŽŶƚƌĂĐƚŽƌƉƌŝŽƌƚŽŽŶƚƌĂĐƚŽƌ͛ƐŵĂŬŝŶŐƐƵĐŚ ĐŽŵŵŝƚŵĞŶƚ͖Žƌ Đ͘ ŽŶƚƌĂĐƚŽƌĨĂŝůĞĚƚŽŐŝǀĞƚŚĞǁƌŝƚƚĞŶŶŽƚŝĐĞƌĞƋƵŝƌĞĚďǇWĂƌĂŐƌĂƉŚϱ͘Ϭϰ͘͘ ϯ͘ /ĨKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĂŐƌĞĞƌĞŐĂƌĚŝŶŐŽŶƚƌĂĐƚŽƌ͛ƐĞŶƚŝƚůĞŵĞŶƚƚŽĂŶĚƚŚĞĂŵŽƵŶƚŽƌ ĞǆƚĞŶƚ ŽĨ ĂŶǇ ĂĚũƵƐƚŵĞŶƚ ŝŶ ƚŚĞ ŽŶƚƌĂĐƚ WƌŝĐĞ Žƌ ŽŶƚƌĂĐƚ dŝŵĞƐ͕ ƚŚĞŶ ĂŶǇ ƐƵĐŚ ĂĚũƵƐƚŵĞŶƚǁŝůůďĞƐĞƚĨŽƌƚŚŝŶĂŚĂŶŐĞKƌĚĞƌ͘ ϰ͘ ŽŶƚƌĂĐƚŽƌŵĂǇƐƵďŵŝƚĂŚĂŶŐĞWƌŽƉŽƐĂůƌĞŐĂƌĚŝŶŐŝƚƐĞŶƚŝƚůĞŵĞŶƚƚŽŽƌƚŚĞĂŵŽƵŶƚŽƌ ĞǆƚĞŶƚŽĨĂŶǇĂĚũƵƐƚŵĞŶƚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐ͕ŶŽůĂƚĞƌƚŚĂŶϯϬĚĂǇƐ ĂĨƚĞƌKǁŶĞƌ͛ƐŝƐƐƵĂŶĐĞŽĨƚŚĞKǁŶĞƌ͛ƐǁƌŝƚƚĞŶƐƚĂƚĞŵĞŶƚƚŽŽŶƚƌĂĐƚŽƌƌĞŐĂƌĚŝŶŐƚŚĞ ƐƵďƐƵƌĨĂĐĞŽƌƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶŝŶƋƵĞƐƚŝŽŶ͘ &͘hŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐ͖,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶƐ͗WĂƌĂŐƌĂƉŚϱ͘ϬϱŐŽǀĞƌŶƐƌŝŐŚƚƐ ĂŶĚ ƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐ ƌĞŐĂƌĚŝŶŐ ƚŚĞ ƉƌĞƐĞŶĐĞ Žƌ ůŽĐĂƚŝŽŶ ŽĨ hŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚŝĞƐ͘ WĂƌĂŐƌĂƉŚϱ͘Ϭϲ ŐŽǀĞƌŶƐ ƌŝŐŚƚƐ ĂŶĚ ƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐ ƌĞŐĂƌĚŝŶŐ ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂů ŽŶĚŝƚŝŽŶƐ͘dŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚƐϱ͘ϬϯĂŶĚϱ͘ϬϰĂƌĞŶŽƚĂƉƉůŝĐĂďůĞƚŽƚŚĞƉƌĞƐĞŶĐĞŽƌ ůŽĐĂƚŝŽŶŽĨhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐ͕ŽƌƚŽ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶƐ͘ ϱ͘ϬϱhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐ ͘ŽŶƚƌĂĐƚŽƌ͛ƐZĞƐƉŽŶƐŝďŝůŝƚŝĞƐ͗hŶůĞƐƐŝƚŝƐŽƚŚĞƌǁŝƐĞĞǆƉƌĞƐƐůǇƉƌŽǀŝĚĞĚŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐ͕ƚŚĞĐŽƐƚŽĨĂůůŽĨƚŚĞĨŽůůŽǁŝŶŐĂƌĞŝŶĐůƵĚĞĚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞ͕ĂŶĚŽŶƚƌĂĐƚŽƌ ƐŚĂůůŚĂǀĞĨƵůůƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌ͗ ϭ͘ ƌĞǀŝĞǁŝŶŐĂŶĚĐŚĞĐŬŝŶŐĂůůŝŶĨŽƌŵĂƚŝŽŶĂŶĚĚĂƚĂƌĞŐĂƌĚŝŶŐĞǆŝƐƚŝŶŐhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐ ĂƚƚŚĞ^ŝƚĞ͖ Ϯ͘ ĐŽŵƉůǇŝŶŐ ǁŝƚŚ ĂƉƉůŝĐĂďůĞ ƐƚĂƚĞ ĂŶĚ ůŽĐĂů ƵƚŝůŝƚǇ ĚĂŵĂŐĞ ƉƌĞǀĞŶƚŝŽŶ >ĂǁƐ ĂŶĚ ZĞŐƵůĂƚŝŽŶƐ͖ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϭϴŽĨϳϬ ϯ͘ ǀĞƌŝĨǇŝŶŐƚŚĞĂĐƚƵĂůůŽĐĂƚŝŽŶŽĨƚŚŽƐĞhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚŝŶƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂƐďĞŝŶŐǁŝƚŚŝŶƚŚĞĂƌĞĂĂĨĨĞĐƚĞĚďǇƚŚĞtŽƌŬ͕ďǇĞǆƉŽƐŝŶŐƐƵĐŚ hŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐĚƵƌŝŶŐƚŚĞĐŽƵƌƐĞŽĨĐŽŶƐƚƌƵĐƚŝŽŶ͖ ϰ͘ ĐŽŽƌĚŝŶĂƚŝŽŶ ŽĨ ƚŚĞ tŽƌŬ ǁŝƚŚ ƚŚĞ ŽǁŶĞƌƐ ;ŝŶĐůƵĚŝŶŐ KǁŶĞƌͿ ŽĨ ƐƵĐŚ hŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚŝĞƐ͕ĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͖ĂŶĚ ϱ͘ ƚŚĞƐĂĨĞƚǇĂŶĚƉƌŽƚĞĐƚŝŽŶŽĨĂůůĞǆŝƐƚŝŶŐhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚŝĞƐĂƚƚŚĞ^ŝƚĞ͕ĂŶĚƌĞƉĂŝƌŝŶŐ ĂŶǇĚĂŵĂŐĞƚŚĞƌĞƚŽƌĞƐƵůƚŝŶŐĨƌŽŵƚŚĞtŽƌŬ͘ ͘EŽƚŝĐĞďǇŽŶƚƌĂĐƚŽƌ͗/ĨŽŶƚƌĂĐƚŽƌďĞůŝĞǀĞƐƚŚĂƚĂŶhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇƚŚĂƚŝƐƵŶĐŽǀĞƌĞĚŽƌ ƌĞǀĞĂůĞĚĂƚƚŚĞ^ŝƚĞǁĂƐŶŽƚƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚŽŶƚŚĞƌĂǁŝŶŐƐ͕ŽƌǁĂƐŶŽƚƐŚŽǁŶŽƌ ŝŶĚŝĐĂƚĞĚŽŶƚŚĞƌĂǁŝŶŐƐǁŝƚŚƌĞĂƐŽŶĂďůĞĂĐĐƵƌĂĐǇ͕ƚŚĞŶŽŶƚƌĂĐƚŽƌƐŚĂůů͕ƉƌŽŵƉƚůǇĂĨƚĞƌ ďĞĐŽŵŝŶŐ ĂǁĂƌĞ ƚŚĞƌĞŽĨ ĂŶĚ ďĞĨŽƌĞ ĨƵƌƚŚĞƌ ĚŝƐƚƵƌďŝŶŐ ĐŽŶĚŝƚŝŽŶƐ ĂĨĨĞĐƚĞĚ ƚŚĞƌĞďǇ Žƌ ƉĞƌĨŽƌŵŝŶŐ ĂŶǇ tŽƌŬ ŝŶ ĐŽŶŶĞĐƚŝŽŶ ƚŚĞƌĞǁŝƚŚ ;ĞǆĐĞƉƚ ŝŶ ĂŶ ĞŵĞƌŐĞŶĐǇ ĂƐ ƌĞƋƵŝƌĞĚ ďǇ WĂƌĂŐƌĂƉŚϳ͘ϭϱͿ͕ŶŽƚŝĨǇKǁŶĞƌĂŶĚŶŐŝŶĞĞƌŝŶǁƌŝƚŝŶŐƌĞŐĂƌĚŝŶŐƐƵĐŚhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇ͘ ͘ŶŐŝŶĞĞƌ͛ƐZĞǀŝĞǁ͗ŶŐŝŶĞĞƌǁŝůů͗ ϭ͘ ƉƌŽŵƉƚůǇ ƌĞǀŝĞǁ ƚŚĞ hŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚǇ ĂŶĚĐŽŶĐůƵĚĞ ǁŚĞƚŚĞƌ ƐƵĐŚ hŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚǇǁĂƐŶŽƚƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚŽŶƚŚĞƌĂǁŝŶŐƐ͕ŽƌǁĂƐŶŽƚƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚǁŝƚŚ ƌĞĂƐŽŶĂďůĞĂĐĐƵƌĂĐǇ͖ Ϯ͘ ŝĚĞŶƚŝĨǇ ĂŶĚ ĐŽŵŵƵŶŝĐĂƚĞ ǁŝƚŚ ƚŚĞ ŽǁŶĞƌ ŽĨ ƚŚĞ hŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚǇ͖ ƉƌĞƉĂƌĞ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ƚŽ KǁŶĞƌ ;ĂŶĚ ŝĨ ŶĞĐĞƐƐĂƌǇ ŝƐƐƵĞ ĂŶǇ ƉƌĞůŝŵŝŶĂƌǇ ŝŶƐƚƌƵĐƚŝŽŶƐ ƚŽ ŽŶƚƌĂĐƚŽƌͿ ƌĞŐĂƌĚŝŶŐ ƚŚĞ ŽŶƚƌĂĐƚŽƌ͛Ɛ ƌĞƐƵŵƉƚŝŽŶ ŽĨ tŽƌŬ ŝŶ ĐŽŶŶĞĐƚŝŽŶ ǁŝƚŚ ƚŚĞ hŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇŝŶƋƵĞƐƚŝŽŶ͖ ϯ͘ ŽďƚĂŝŶĂŶǇƉĞƌƚŝŶĞŶƚĐŽƐƚŽƌƐĐŚĞĚƵůĞŝŶĨŽƌŵĂƚŝŽŶĨƌŽŵŽŶƚƌĂĐƚŽƌ͖ĚĞƚĞƌŵŝŶĞƚŚĞĞǆƚĞŶƚ͕ ŝĨĂŶǇ͕ƚŽǁŚŝĐŚĂĐŚĂŶŐĞŝƐƌĞƋƵŝƌĞĚŝŶƚŚĞƌĂǁŝŶŐƐŽƌ^ƉĞĐŝĨŝĐĂƚŝŽŶƐƚŽƌĞĨůĞĐƚĂŶĚ ĚŽĐƵŵĞŶƚƚŚĞĐŽŶƐĞƋƵĞŶĐĞƐŽĨƚŚĞĞǆŝƐƚĞŶĐĞŽƌůŽĐĂƚŝŽŶŽĨƚŚĞhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇ͖ĂŶĚ ϰ͘ ĂĚǀŝƐĞKǁŶĞƌŝŶǁƌŝƚŝŶŐŽĨŶŐŝŶĞĞƌ͛ƐĨŝŶĚŝŶŐƐ͕ĐŽŶĐůƵƐŝŽŶƐ͕ĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘ ƵƌŝŶŐƐƵĐŚ ƚŝŵĞ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞ ƌĞƐƉŽŶƐŝďůĞ ĨŽƌ ƚŚĞ ƐĂĨĞƚǇ ĂŶĚ ƉƌŽƚĞĐƚŝŽŶŽĨ ƐƵĐŚ hŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇ͘ ͘KǁŶĞƌ͛Ɛ^ƚĂƚĞŵĞŶƚƚŽŽŶƚƌĂĐƚŽƌZĞŐĂƌĚŝŶŐhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇ͗ĨƚĞƌƌĞĐĞŝƉƚŽĨŶŐŝŶĞĞƌ͛Ɛ ǁƌŝƚƚĞŶĨŝŶĚŝŶŐƐ͕ĐŽŶĐůƵƐŝŽŶƐ͕ĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͕KǁŶĞƌƐŚĂůůŝƐƐƵĞĂǁƌŝƚƚĞŶƐƚĂƚĞŵĞŶƚ ƚŽ ŽŶƚƌĂĐƚŽƌ ;ǁŝƚŚ Ă ĐŽƉǇ ƚŽ ŶŐŝŶĞĞƌͿ ƌĞŐĂƌĚŝŶŐ ƚŚĞ hŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚǇ ŝŶ ƋƵĞƐƚŝŽŶ ĂĚĚƌĞƐƐŝŶŐƚŚĞƌĞƐƵŵƉƚŝŽŶŽĨtŽƌŬŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƐƵĐŚhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇ͕ŝŶĚŝĐĂƚŝŶŐ ǁŚĞƚŚĞƌĂŶǇĐŚĂŶŐĞŝŶƚŚĞƌĂǁŝŶŐƐŽƌ^ƉĞĐŝĨŝĐĂƚŝŽŶƐǁŝůůďĞŵĂĚĞ͕ĂŶĚĂĚŽƉƚŝŶŐŽƌƌĞũĞĐƚŝŶŐ ŶŐŝŶĞĞƌ͛ƐǁƌŝƚƚĞŶĨŝŶĚŝŶŐƐ͕ĐŽŶĐůƵƐŝŽŶƐ͕ĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŝŶǁŚŽůĞŽƌŝŶƉĂƌƚ͘ ͘ĂƌůǇZĞƐƵŵƉƚŝŽŶŽĨtŽƌŬ͗/ĨĂƚĂŶǇƚŝŵĞŶŐŝŶĞĞƌĚĞƚĞƌŵŝŶĞƐƚŚĂƚtŽƌŬŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚ ƚŚĞhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇŵĂǇƌĞƐƵŵĞƉƌŝŽƌƚŽĐŽŵƉůĞƚŝŽŶŽĨŶŐŝŶĞĞƌ͛ƐƌĞǀŝĞǁŽƌKǁŶĞƌ͛Ɛ ŝƐƐƵĂŶĐĞŽĨŝƚƐƐƚĂƚĞŵĞŶƚƚŽŽŶƚƌĂĐƚŽƌ͕ďĞĐĂƵƐĞƚŚĞhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇŝŶƋƵĞƐƚŝŽŶĂŶĚ ĐŽŶĚŝƚŝŽŶƐĂĨĨĞĐƚĞĚďǇŝƚƐƉƌĞƐĞŶĐĞŚĂǀĞďĞĞŶĂĚĞƋƵĂƚĞůǇĚŽĐƵŵĞŶƚĞĚ͕ĂŶĚĂŶĂůǇǌĞĚŽŶĂ ƉƌĞůŝŵŝŶĂƌǇďĂƐŝƐ͕ƚŚĞŶƚŚĞŶŐŝŶĞĞƌŵĂǇĂƚŝƚƐĚŝƐĐƌĞƚŝŽŶŝŶƐƚƌƵĐƚŽŶƚƌĂĐƚŽƌƚŽƌĞƐƵŵĞƐƵĐŚ tŽƌŬ͘ &͘WŽƐƐŝďůĞWƌŝĐĞĂŶĚdŝŵĞƐĚũƵƐƚŵĞŶƚƐ ϭ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞĞŶƚŝƚůĞĚƚŽĂŶĞƋƵŝƚĂďůĞĂĚũƵƐƚŵĞŶƚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚ dŝŵĞƐ͕ƚŽƚŚĞĞǆƚĞŶƚƚŚĂƚĂŶǇĞǆŝƐƚŝŶŐhŶĚĞƌŐƌŽƵŶĚ&ĂĐŝůŝƚǇĂƚƚŚĞ^ŝƚĞƚŚĂƚǁĂƐŶŽƚƐŚŽǁŶ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϭϵŽĨϳϬ ŽƌŝŶĚŝĐĂƚĞĚŽŶƚŚĞƌĂǁŝŶŐƐ͕ŽƌǁĂƐŶŽƚƐŚŽǁŶŽƌŝŶĚŝĐĂƚĞĚǁŝƚŚƌĞĂƐŽŶĂďůĞĂĐĐƵƌĂĐǇ͕ Žƌ ĂŶǇ ƌĞůĂƚĞĚ ĚĞůĂǇ͕ ĚŝƐƌƵƉƚŝŽŶ͕ Žƌ ŝŶƚĞƌĨĞƌĞŶĐĞ͕ ĐĂƵƐĞƐ ĂŶ ŝŶĐƌĞĂƐĞ Žƌ ĚĞĐƌĞĂƐĞ ŝŶ ŽŶƚƌĂĐƚŽƌ͛ƐĐŽƐƚŽĨ͕ŽƌƚŝŵĞƌĞƋƵŝƌĞĚĨŽƌ͕ƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͖ƐƵďũĞĐƚ͕ŚŽǁĞǀĞƌ͕ƚŽ ƚŚĞĨŽůůŽǁŝŶŐ͗ Ă͘ tŝƚŚƌĞƐƉĞĐƚƚŽtŽƌŬƚŚĂƚŝƐƉĂŝĚĨŽƌŽŶĂƵŶŝƚƉƌŝĐĞďĂƐŝƐ͕ĂŶǇĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚ WƌŝĐĞǁŝůůďĞƐƵďũĞĐƚƚŽƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚϭϯ͘Ϭϯ͖ ď͘ ŽŶƚƌĂĐƚŽƌ͛ƐĞŶƚŝƚůĞŵĞŶƚƚŽĂŶĂĚũƵƐƚŵĞŶƚŽĨƚŚĞŽŶƚƌĂĐƚdŝŵĞƐŝƐƐƵďũĞĐƚƚŽƚŚĞ ƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚƐϰ͘Ϭϱ͘ĂŶĚϰ͘Ϭϱ͖͘ĂŶĚ Đ͘ ŽŶƚƌĂĐƚŽƌŐĂǀĞƚŚĞŶŽƚŝĐĞƌĞƋƵŝƌĞĚŝŶWĂƌĂŐƌĂƉŚϱ͘Ϭϱ͘͘ Ϯ͘ /ĨKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĂŐƌĞĞƌĞŐĂƌĚŝŶŐŽŶƚƌĂĐƚŽƌ͛ƐĞŶƚŝƚůĞŵĞŶƚƚŽĂŶĚƚŚĞĂŵŽƵŶƚŽƌ ĞǆƚĞŶƚ ŽĨ ĂŶǇ ĂĚũƵƐƚŵĞŶƚ ŝŶ ƚŚĞ ŽŶƚƌĂĐƚ WƌŝĐĞ Žƌ ŽŶƚƌĂĐƚ dŝŵĞƐ͕ ƚŚĞŶ ĂŶǇ ƐƵĐŚ ĂĚũƵƐƚŵĞŶƚǁŝůůďĞƐĞƚĨŽƌƚŚŝŶĂŚĂŶŐĞKƌĚĞƌ͘ ϯ͘ ŽŶƚƌĂĐƚŽƌŵĂǇƐƵďŵŝƚĂŚĂŶŐĞWƌŽƉŽƐĂůƌĞŐĂƌĚŝŶŐŝƚƐĞŶƚŝƚůĞŵĞŶƚƚŽŽƌƚŚĞĂŵŽƵŶƚŽƌ 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ďĞĞŶŝĚĞŶƚŝĨŝĞĚĂƚŽƌĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞ͖ĂŶĚ ϯ͘ dĞĐŚŶŝĐĂůĂƚĂĐŽŶƚĂŝŶĞĚŝŶƐƵĐŚƌĞƉŽƌƚƐĂŶĚĚƌĂǁŝŶŐƐ͘ ͘ZĞůŝĂŶĐĞďǇŽŶƚƌĂĐƚŽƌŽŶdĞĐŚŶŝĐĂůĂƚĂƵƚŚŽƌŝǌĞĚ͗ŽŶƚƌĂĐƚŽƌŵĂǇƌĞůǇƵƉŽŶƚŚĞĂĐĐƵƌĂĐǇ ŽĨƚŚĞdĞĐŚŶŝĐĂůĂƚĂĞǆƉƌĞƐƐůǇŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐǁŝƚŚƌĞƐƉĞĐƚƚŽ ƐƵĐŚƌĞƉŽƌƚƐĂŶĚĚƌĂǁŝŶŐƐ͕ďƵƚƐƵĐŚƌĞƉŽƌƚƐĂŶĚĚƌĂǁŝŶŐƐĂƌĞŶŽƚŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘/ĨŶŽ ƐƵĐŚĞǆƉƌĞƐƐŝĚĞŶƚŝĨŝĐĂƚŝŽŶŚĂƐďĞĞŶŵĂĚĞ͕ƚŚĞŶŽŶƚƌĂĐƚŽƌŵĂǇƌĞůǇŽŶƚŚĞĂĐĐƵƌĂĐǇŽĨƚŚĞ dĞĐŚŶŝĐĂůĂƚĂĂƐĚĞĨŝŶĞĚŝŶWĂƌĂŐƌĂƉŚϭ͘Ϭϭ͘͘ϰϲ͘ď͘ǆĐĞƉƚĨŽƌƐƵĐŚƌĞůŝĂŶĐĞŽŶdĞĐŚŶŝĐĂů ĂƚĂ͕ŽŶƚƌĂĐƚŽƌŵĂǇŶŽƚƌĞůǇƵƉŽŶŽƌŵĂŬĞĂŶǇĐůĂŝŵĂŐĂŝŶƐƚKǁŶĞƌŽƌŶŐŝŶĞĞƌ͕ŽƌĂŶǇŽĨ ƚŚĞŝƌ ŽĨĨŝĐĞƌƐ͕ ĚŝƌĞĐƚŽƌƐ͕ ŵĞŵďĞƌƐ͕ ƉĂƌƚŶĞƌƐ͕ ĞŵƉůŽǇĞĞƐ͕ ĂŐĞŶƚƐ͕ ĐŽŶƐƵůƚĂŶƚƐ͕ Žƌ ƐƵďĐŽŶƚƌĂĐƚŽƌƐ͕ǁŝƚŚƌĞƐƉĞĐƚƚŽ͗ ϭ͘ ƚŚĞĐŽŵƉůĞƚĞŶĞƐƐŽĨƐƵĐŚƌĞƉŽƌƚƐĂŶĚĚƌĂǁŝŶŐƐĨŽƌŽŶƚƌĂĐƚŽƌ͛ƐƉƵƌƉŽƐĞƐ͕ŝŶĐůƵĚŝŶŐ͕ďƵƚ ŶŽƚůŝŵŝƚĞĚƚŽ͕ĂŶǇĂƐƉĞĐƚƐŽĨƚŚĞŵĞĂŶƐ͕ŵĞƚŚŽĚƐ͕ƚĞĐŚŶŝƋƵĞƐ͕ƐĞƋƵĞŶĐĞƐĂŶĚƉƌŽĐĞĚƵƌĞƐ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϮϬŽĨϳϬ ŽĨĐŽŶƐƚƌƵĐƚŝŽŶƚŽďĞĞŵƉůŽǇĞĚďǇŽŶƚƌĂĐƚŽƌ͕ĂŶĚƐĂĨĞƚǇƉƌĞĐĂƵƚŝŽŶƐĂŶĚƉƌŽŐƌĂŵƐ ŝŶĐŝĚĞŶƚƚŚĞƌĞƚŽ͖ Ϯ͘ ŽƚŚĞƌĚĂƚĂ͕ŝŶƚĞƌƉƌĞƚĂƚŝŽŶƐ͕ŽƉŝŶŝŽŶƐ͕ĂŶĚŝŶĨŽƌŵĂƚŝŽŶĐŽŶƚĂŝŶĞĚŝŶƐƵĐŚƌĞƉŽƌƚƐŽƌƐŚŽǁŶ ŽƌŝŶĚŝĐĂƚĞĚŝŶƐƵĐŚĚƌĂǁŝŶŐƐ͖Žƌ ϯ͘ ĂŶǇŽŶƚƌĂĐƚŽƌŝŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨŽƌĐŽŶĐůƵƐŝŽŶĚƌĂǁŶĨƌŽŵĂŶǇdĞĐŚŶŝĐĂůĂƚĂŽƌĂŶǇƐƵĐŚ ŽƚŚĞƌĚĂƚĂ͕ŝŶƚĞƌƉƌĞƚĂƚŝŽŶƐ͕ŽƉŝŶŝŽŶƐŽƌŝŶĨŽƌŵĂƚŝŽŶ͘ ͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ŶŽƚ ďĞ ƌĞƐƉŽŶƐŝďůĞ ĨŽƌ ƌĞŵŽǀŝŶŐ Žƌ ƌĞŵĞĚŝĂƚŝŶŐ ĂŶǇ ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂů ŽŶĚŝƚŝŽŶ ĞŶĐŽƵŶƚĞƌĞĚ͕ ƵŶĐŽǀĞƌĞĚ͕ Žƌ ƌĞǀĞĂůĞĚ ĂƚƚŚĞ ^ŝƚĞ ƵŶůĞƐƐ ƐƵĐŚ ƌĞŵŽǀĂůŽƌƌĞŵĞĚŝĂƚŝŽŶŝƐĞǆƉƌĞƐƐůǇŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƚŽďĞǁŝƚŚŝŶƚŚĞ ƐĐŽƉĞŽĨƚŚĞtŽƌŬ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞƌĞƐƉŽŶƐŝďůĞĨŽƌĐŽŶƚƌŽůůŝŶŐ͕ĐŽŶƚĂŝŶŝŶŐ͕ĂŶĚĚƵůǇƌĞŵŽǀŝŶŐĂůůŽŶƐƚŝƚƵĞŶƚƐ ŽĨŽŶĐĞƌŶďƌŽƵŐŚƚƚŽƚŚĞ^ŝƚĞďǇŽŶƚƌĂĐƚŽƌ͕^ƵďĐŽŶƚƌĂĐƚŽƌƐ͕^ƵƉƉůŝĞƌƐ͕ŽƌĂŶǇŽŶĞĞůƐĞĨŽƌ ǁŚŽŵŽŶƚƌĂĐƚŽƌŝƐƌĞƐƉŽŶƐŝďůĞ͕ĂŶĚĨŽƌĂŶǇĂƐƐŽĐŝĂƚĞĚĐŽƐƚƐ͖ĂŶĚĨŽƌƚŚĞĐŽƐƚƐŽĨƌĞŵŽǀŝŶŐ ĂŶĚƌĞŵĞĚŝĂƚŝŶŐĂŶǇ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶĐƌĞĂƚĞĚďǇƚŚĞƉƌĞƐĞŶĐĞŽĨĂŶǇƐƵĐŚ ŽŶƐƚŝƚƵĞŶƚƐŽĨŽŶĐĞƌŶ͘ ͘ /ĨŽŶƚƌĂĐƚŽƌĞŶĐŽƵŶƚĞƌƐ͕ƵŶĐŽǀĞƌƐ͕ŽƌƌĞǀĞĂůƐĂ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶǁŚŽƐĞ ƌĞŵŽǀĂůŽƌƌĞŵĞĚŝĂƚŝŽŶŝƐŶŽƚĞǆƉƌĞƐƐůǇŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂƐďĞŝŶŐǁŝƚŚŝŶ ƚŚĞƐĐŽƉĞŽĨƚŚĞtŽƌŬ͕ŽƌŝĨŽŶƚƌĂĐƚŽƌŽƌĂŶǇŽŶĞĨŽƌǁŚŽŵŽŶƚƌĂĐƚŽƌŝƐƌĞƐƉŽŶƐŝďůĞĐƌĞĂƚĞƐ Ă ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂů ŽŶĚŝƚŝŽŶ͕ ƚŚĞŶ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ŝŵŵĞĚŝĂƚĞůǇ͗ ;ϭͿ ƐĞĐƵƌĞ Žƌ ŽƚŚĞƌǁŝƐĞŝƐŽůĂƚĞƐƵĐŚĐŽŶĚŝƚŝŽŶ͖;ϮͿƐƚŽƉĂůůtŽƌŬŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƐƵĐŚĐŽŶĚŝƚŝŽŶĂŶĚŝŶ ĂŶǇĂƌĞĂĂĨĨĞĐƚĞĚƚŚĞƌĞďǇ;ĞǆĐĞƉƚŝŶĂŶĞŵĞƌŐĞŶĐǇĂƐƌĞƋƵŝƌĞĚďǇWĂƌĂŐƌĂƉŚϳ͘ϭϱͿ͖ĂŶĚ;ϯͿ ŶŽƚŝĨǇKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ;ĂŶĚƉƌŽŵƉƚůǇƚŚĞƌĞĂĨƚĞƌĐŽŶĨŝƌŵƐƵĐŚŶŽƚŝĐĞŝŶǁƌŝƚŝŶŐͿ͘KǁŶĞƌ ƐŚĂůůƉƌŽŵƉƚůǇĐŽŶƐƵůƚǁŝƚŚŶŐŝŶĞĞƌĐŽŶĐĞƌŶŝŶŐƚŚĞŶĞĐĞƐƐŝƚǇĨŽƌKǁŶĞƌƚŽƌĞƚĂŝŶĂƋƵĂůŝĨŝĞĚ ĞǆƉĞƌƚƚŽĞǀĂůƵĂƚĞƐƵĐŚĐŽŶĚŝƚŝŽŶŽƌƚĂŬĞĐŽƌƌĞĐƚŝǀĞĂĐƚŝŽŶ͕ŝĨĂŶǇ͘WƌŽŵƉƚůǇĂĨƚĞƌĐŽŶƐƵůƚŝŶŐ ǁŝƚŚŶŐŝŶĞĞƌ͕KǁŶĞƌƐŚĂůůƚĂŬĞƐƵĐŚĂĐƚŝŽŶƐĂƐĂƌĞŶĞĐĞƐƐĂƌǇƚŽƉĞƌŵŝƚKǁŶĞƌƚŽƚŝŵĞůǇ ŽďƚĂŝŶ ƌĞƋƵŝƌĞĚ ƉĞƌŵŝƚƐ ĂŶĚ ƉƌŽǀŝĚĞ ŽŶƚƌĂĐƚŽƌ ƚŚĞ ǁƌŝƚƚĞŶ ŶŽƚŝĐĞ ƌĞƋƵŝƌĞĚ ďǇ WĂƌĂŐƌĂƉŚϱ͘Ϭϲ͘&͘/ĨŽŶƚƌĂĐƚŽƌŽƌĂŶǇŽŶĞĨŽƌǁŚŽŵŽŶƚƌĂĐƚŽƌŝƐƌĞƐƉŽŶƐŝďůĞĐƌĞĂƚĞĚƚŚĞ ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶŝŶƋƵĞƐƚŝŽŶ͕ƚŚĞŶKǁŶĞƌŵĂǇƌĞŵŽǀĞĂŶĚƌĞŵĞĚŝĂƚĞƚŚĞ ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶ͕ĂŶĚŝŵƉŽƐĞĂƐĞƚͲŽĨĨĂŐĂŝŶƐƚƉĂǇŵĞŶƚƐƚŽĂĐĐŽƵŶƚĨŽƌ ƚŚĞĂƐƐŽĐŝĂƚĞĚĐŽƐƚƐ͘ &͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ŶŽƚ ƌĞƐƵŵĞ tŽƌŬ ŝŶ ĐŽŶŶĞĐƚŝŽŶ ǁŝƚŚ ƐƵĐŚ ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂů ŽŶĚŝƚŝŽŶŽƌŝŶĂŶǇĂĨĨĞĐƚĞĚĂƌĞĂƵŶƚŝůĂĨƚĞƌKǁŶĞƌŚĂƐŽďƚĂŝŶĞĚĂŶǇƌĞƋƵŝƌĞĚƉĞƌŵŝƚƐƌĞůĂƚĞĚ ƚŚĞƌĞƚŽ͕ĂŶĚĚĞůŝǀĞƌĞĚǁƌŝƚƚĞŶŶŽƚŝĐĞƚŽŽŶƚƌĂĐƚŽƌĞŝƚŚĞƌ;ϭͿƐƉĞĐŝĨǇŝŶŐƚŚĂƚƐƵĐŚĐŽŶĚŝƚŝŽŶ ĂŶĚĂŶǇĂĨĨĞĐƚĞĚĂƌĞĂŝƐŽƌŚĂƐďĞĞŶƌĞŶĚĞƌĞĚƐĂĨĞĨŽƌƚŚĞƌĞƐƵŵƉƚŝŽŶŽĨtŽƌŬ͕Žƌ;ϮͿ ƐƉĞĐŝĨǇŝŶŐĂŶǇƐƉĞĐŝĂůĐŽŶĚŝƚŝŽŶƐƵŶĚĞƌǁŚŝĐŚƐƵĐŚtŽƌŬŵĂǇďĞƌĞƐƵŵĞĚƐĂĨĞůǇ͘ '͘ /ĨKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĐĂŶŶŽƚĂŐƌĞĞĂƐƚŽĞŶƚŝƚůĞŵĞŶƚƚŽŽƌŽŶƚŚĞĂŵŽƵŶƚŽƌĞǆƚĞŶƚ͕ŝĨĂŶǇ͕ ŽĨĂŶǇĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐ͕ĂƐĂƌĞƐƵůƚŽĨƐƵĐŚtŽƌŬƐƚŽƉƉĂŐĞ͕ƐƵĐŚ ƐƉĞĐŝĂůĐŽŶĚŝƚŝŽŶƐƵŶĚĞƌǁŚŝĐŚtŽƌŬŝƐĂŐƌĞĞĚƚŽďĞƌĞƐƵŵĞĚďǇŽŶƚƌĂĐƚŽƌ͕ŽƌĂŶǇĐŽƐƚƐŽƌ ĞǆƉĞŶƐĞƐŝŶĐƵƌƌĞĚŝŶƌĞƐƉŽŶƐĞƚŽƚŚĞ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶ͕ƚŚĞŶǁŝƚŚŝŶϯϬ ĚĂǇƐŽĨKǁŶĞƌ͛ƐǁƌŝƚƚĞŶŶŽƚŝĐĞƌĞŐĂƌĚŝŶŐƚŚĞƌĞƐƵŵƉƚŝŽŶŽĨtŽƌŬ͕ŽŶƚƌĂĐƚŽƌŵĂǇƐƵďŵŝƚĂ ŚĂŶŐĞWƌŽƉŽƐĂů͕ŽƌKǁŶĞƌŵĂǇŝŵƉŽƐĞĂƐĞƚͲŽĨĨ͘ŶƚŝƚůĞŵĞŶƚƚŽĂŶǇƐƵĐŚĂĚũƵƐƚŵĞŶƚŝƐ ƐƵďũĞĐƚƚŽƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚƐϰ͘Ϭϱ͕͘ϰ͘Ϭϱ͕͘ϭϭ͘Ϭϳ͕ĂŶĚϭϭ͘Ϭϴ͘ ,͘ /Ĩ͕ĂĨƚĞƌƌĞĐĞŝƉƚŽĨƐƵĐŚǁƌŝƚƚĞŶŶŽƚŝĐĞ͕ŽŶƚƌĂĐƚŽƌĚŽĞƐŶŽƚĂŐƌĞĞƚŽƌĞƐƵŵĞƐƵĐŚtŽƌŬďĂƐĞĚ ŽŶĂƌĞĂƐŽŶĂďůĞďĞůŝĞĨŝƚŝƐƵŶƐĂĨĞ͕ŽƌĚŽĞƐŶŽƚĂŐƌĞĞƚŽƌĞƐƵŵĞƐƵĐŚtŽƌŬƵŶĚĞƌƐƵĐŚƐƉĞĐŝĂů :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϮϭŽĨϳϬ ĐŽŶĚŝƚŝŽŶƐ͕ƚŚĞŶKǁŶĞƌŵĂǇŽƌĚĞƌƚŚĞƉŽƌƚŝŽŶŽĨƚŚĞtŽƌŬƚŚĂƚŝƐŝŶƚŚĞĂƌĞĂĂĨĨĞĐƚĞĚďǇƐƵĐŚ ĐŽŶĚŝƚŝŽŶƚŽďĞĚĞůĞƚĞĚĨƌŽŵƚŚĞtŽƌŬ͕ĨŽůůŽǁŝŶŐƚŚĞĐŽŶƚƌĂĐƚƵĂůĐŚĂŶŐĞƉƌŽĐĞĚƵƌĞƐŝŶ ƌƚŝĐůĞϭϭ͘KǁŶĞƌŵĂǇŚĂǀĞƐƵĐŚĚĞůĞƚĞĚƉŽƌƚŝŽŶŽĨƚŚĞtŽƌŬƉĞƌĨŽƌŵĞĚďǇKǁŶĞƌ͛ƐŽǁŶ ĨŽƌĐĞƐŽƌŽƚŚĞƌƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƌƚŝĐůĞϴ͘ /͘ dŽƚŚĞĨƵůůĞƐƚĞǆƚĞŶƚƉĞƌŵŝƚƚĞĚďǇ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͕KǁŶĞƌƐŚĂůůŝŶĚĞŵŶŝĨǇĂŶĚŚŽůĚ ŚĂƌŵůĞƐƐŽŶƚƌĂĐƚŽƌ͕^ƵďĐŽŶƚƌĂĐƚŽƌƐ͕ĂŶĚŶŐŝŶĞĞƌ͕ĂŶĚƚŚĞŽĨĨŝĐĞƌƐ͕ĚŝƌĞĐƚŽƌƐ͕ŵĞŵďĞƌƐ͕ ƉĂƌƚŶĞƌƐ͕ĞŵƉůŽǇĞĞƐ͕ĂŐĞŶƚƐ͕ĐŽŶƐƵůƚĂŶƚƐ͕ĂŶĚƐƵďĐŽŶƚƌĂĐƚŽƌƐŽĨĞĂĐŚĂŶĚĂŶǇŽĨƚŚĞŵ͕ĨƌŽŵ ĂŶĚĂŐĂŝŶƐƚĂůůĐůĂŝŵƐ͕ĐŽƐƚƐ͕ůŽƐƐĞƐ͕ĂŶĚĚĂŵĂŐĞƐ;ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĂůůĨĞĞƐĂŶĚ 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ĂƌĐŚŝƚĞĐƚƐ͕ĂƚƚŽƌŶĞǇƐ͕ĂŶĚŽƚŚĞƌƉƌŽĨĞƐƐŝŽŶĂůƐĂŶĚĂůůĐŽƵƌƚŽƌĂƌďŝƚƌĂƚŝŽŶŽƌŽƚŚĞƌĚŝƐƉƵƚĞ ƌĞƐŽůƵƚŝŽŶĐŽƐƚƐͿĂƌŝƐŝŶŐŽƵƚŽĨŽƌƌĞůĂƚŝŶŐƚŽƚŚĞĨĂŝůƵƌĞƚŽĐŽŶƚƌŽů͕ĐŽŶƚĂŝŶ͕ŽƌƌĞŵŽǀĞĂ ŽŶƐƚŝƚƵĞŶƚŽĨŽŶĐĞƌŶďƌŽƵŐŚƚƚŽƚŚĞ^ŝƚĞďǇŽŶƚƌĂĐƚŽƌŽƌďǇĂŶǇŽŶĞĨŽƌǁŚŽŵŽŶƚƌĂĐƚŽƌ ŝƐƌĞƐƉŽŶƐŝďůĞ͕ŽƌƚŽĂ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶĐƌĞĂƚĞĚďǇŽŶƚƌĂĐƚŽƌŽƌďǇĂŶǇŽŶĞ ĨŽƌǁŚŽŵŽŶƚƌĂĐƚŽƌŝƐƌĞƐƉŽŶƐŝďůĞ͘EŽƚŚŝŶŐŝŶƚŚŝƐWĂƌĂŐƌĂƉŚϱ͘Ϭϲ͘:ŽďůŝŐĂƚĞƐŽŶƚƌĂĐƚŽƌƚŽ ŝŶĚĞŵŶŝĨǇĂŶǇŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇĨƌŽŵĂŶĚĂŐĂŝŶƐƚƚŚĞĐŽŶƐĞƋƵĞŶĐĞƐŽĨƚŚĂƚŝŶĚŝǀŝĚƵĂů͛ƐŽƌ ĞŶƚŝƚǇ͛ƐŽǁŶŶĞŐůŝŐĞŶĐĞ͘ <͘ dŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚƐϱ͘Ϭϯ͕ϱ͘Ϭϰ͕ĂŶĚϱ͘ϬϱĚŽŶŽƚĂƉƉůǇƚŽƚŚĞƉƌĞƐĞŶĐĞŽĨŽŶƐƚŝƚƵĞŶƚƐ ŽĨŽŶĐĞƌŶŽƌƚŽĂ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶƵŶĐŽǀĞƌĞĚŽƌƌĞǀĞĂůĞĚĂƚƚŚĞ^ŝƚĞ͘ Zd/>ϲͶKE^E/E^hZE ϲ͘ϬϭWĞƌĨŽƌŵĂŶĐĞ͕WĂǇŵĞŶƚ͕ĂŶĚKƚŚĞƌŽŶĚƐ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĨƵƌŶŝƐŚĂƉĞƌĨŽƌŵĂŶĐĞďŽŶĚĂŶĚĂƉĂǇŵĞŶƚďŽŶĚ͕ĞĂĐŚŝŶĂŶĂŵŽƵŶƚĂƚůĞĂƐƚ ĞƋƵĂů ƚŽ ƚŚĞ ŽŶƚƌĂĐƚ WƌŝĐĞ͕ ĂƐ ƐĞĐƵƌŝƚǇ ĨŽƌ ƚŚĞ ĨĂŝƚŚĨƵů ƉĞƌĨŽƌŵĂŶĐĞ ĂŶĚ ƉĂǇŵĞŶƚ ŽĨ ŽŶƚƌĂĐƚŽƌ͛ƐŽďůŝŐĂƚŝŽŶƐƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚ͘dŚĞƐĞďŽŶĚƐŵƵƐƚƌĞŵĂŝŶŝŶĞĨĨĞĐƚƵŶƚŝůŽŶĞǇĞĂƌ ĂĨƚĞƌƚŚĞĚĂƚĞǁŚĞŶĨŝŶĂůƉĂǇŵĞŶƚďĞĐŽŵĞƐĚƵĞŽƌƵŶƚŝůĐŽŵƉůĞƚŝŽŶŽĨƚŚĞĐŽƌƌĞĐƚŝŽŶƉĞƌŝŽĚ ƐƉĞĐŝĨŝĞĚŝŶWĂƌĂŐƌĂƉŚϭϱ͘Ϭϴ͕ǁŚŝĐŚĞǀĞƌŝƐůĂƚĞƌ͕ĞǆĐĞƉƚĂƐƉƌŽǀŝĚĞĚŽƚŚĞƌǁŝƐĞďǇ>ĂǁƐŽƌ ZĞŐƵůĂƚŝŽŶƐ͕ƚŚĞƚĞƌŵƐŽĨĂƉƌĞƐĐƌŝďĞĚďŽŶĚĨŽƌŵ͕ƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐ͕ŽƌŽƚŚĞƌ ƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞŽŶƚƌĂĐƚ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĂůƐŽĨƵƌŶŝƐŚƐƵĐŚŽƚŚĞƌďŽŶĚƐ;ŝĨĂŶǇͿĂƐĂƌĞƌĞƋƵŝƌĞĚďǇƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐŽƌŽƚŚĞƌƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞŽŶƚƌĂĐƚ͘ ͘ ůůďŽŶĚƐŵƵƐƚďĞŝŶƚŚĞĨŽƌŵŝŶĐůƵĚĞĚŝŶƚŚĞŝĚĚŝŶŐŽĐƵŵĞŶƚƐŽƌŽƚŚĞƌǁŝƐĞƐƉĞĐŝĨŝĞĚďǇ KǁŶĞƌ ƉƌŝŽƌ ƚŽ ĞǆĞĐƵƚŝŽŶ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ͕ ĞǆĐĞƉƚ ĂƐ ƉƌŽǀŝĚĞĚ ŽƚŚĞƌǁŝƐĞ ďǇ >ĂǁƐ Žƌ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϮϮŽĨϳϬ ZĞŐƵůĂƚŝŽŶƐ͕ ĂŶĚ ŵƵƐƚ ďĞ ŝƐƐƵĞĚ ĂŶĚ ƐŝŐŶĞĚ ďǇ Ă ƐƵƌĞƚǇ ŶĂŵĞĚ ŝŶ͞ŽŵƉĂŶŝĞƐ ,ŽůĚŝŶŐ ĞƌƚŝĨŝĐĂƚĞƐ ŽĨ ƵƚŚŽƌŝƚǇ ĂƐ ĐĐĞƉƚĂďůĞ ^ƵƌĞƚŝĞƐ ŽŶ &ĞĚĞƌĂů ŽŶĚƐ ĂŶĚ ĂƐ ĐĐĞƉƚĂďůĞ ZĞŝŶƐƵƌŝŶŐ ŽŵƉĂŶŝĞƐ͟ ĂƐ ƉƵďůŝƐŚĞĚ ŝŶ ĞƉĂƌƚŵĞŶƚ ŝƌĐƵůĂƌ ϱϳϬ ;ĂƐ ĂŵĞŶĚĞĚ ĂŶĚ ƐƵƉƉůĞŵĞŶƚĞĚͿďǇƚŚĞƵƌĞĂƵŽĨƚŚĞ&ŝƐĐĂů^ĞƌǀŝĐĞ͕h͘^͘ĞƉĂƌƚŵĞŶƚŽĨƚŚĞdƌĞĂƐƵƌǇ͘ďŽŶĚ ƐŝŐŶĞĚďǇĂŶĂŐĞŶƚŽƌĂƚƚŽƌŶĞǇͲŝŶͲĨĂĐƚŵƵƐƚďĞĂĐĐŽŵƉĂŶŝĞĚďǇĂĐĞƌƚŝĨŝĞĚĐŽƉǇŽĨƚŚĂƚ ŝŶĚŝǀŝĚƵĂů͛ƐĂƵƚŚŽƌŝƚǇƚŽďŝŶĚƚŚĞƐƵƌĞƚǇ͘dŚĞĞǀŝĚĞŶĐĞŽĨĂƵƚŚŽƌŝƚǇŵƵƐƚƐŚŽǁƚŚĂƚŝƚŝƐ ĞĨĨĞĐƚŝǀĞŽŶƚŚĞĚĂƚĞƚŚĞĂŐĞŶƚŽƌĂƚƚŽƌŶĞǇͲŝŶͲĨĂĐƚƐŝŐŶĞĚƚŚĞĂĐĐŽŵƉĂŶǇŝŶŐďŽŶĚ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŽďƚĂŝŶƚŚĞƌĞƋƵŝƌĞĚďŽŶĚƐĨƌŽŵƐƵƌĞƚǇĐŽŵƉĂŶŝĞƐƚŚĂƚĂƌĞĚƵůǇůŝĐĞŶƐĞĚŽƌ ĂƵƚŚŽƌŝǌĞĚ͕ŝŶƚŚĞƐƚĂƚĞŽƌũƵƌŝƐĚŝĐƚŝŽŶŝŶǁŚŝĐŚƚŚĞWƌŽũĞĐƚŝƐůŽĐĂƚĞĚ͕ƚŽŝƐƐƵĞďŽŶĚƐŝŶƚŚĞ ƌĞƋƵŝƌĞĚĂŵŽƵŶƚƐ͘ ͘ /ĨƚŚĞƐƵƌĞƚǇŽŶĂďŽŶĚĨƵƌŶŝƐŚĞĚďǇŽŶƚƌĂĐƚŽƌŝƐĚĞĐůĂƌĞĚďĂŶŬƌƵƉƚŽƌďĞĐŽŵĞƐŝŶƐŽůǀĞŶƚ͕Žƌ ƚŚĞƐƵƌĞƚǇĐĞĂƐĞƐƚŽŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐĂďŽǀĞ͕ƚŚĞŶŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽŵƉƚůǇŶŽƚŝĨǇ KǁŶĞƌĂŶĚŶŐŝŶĞĞƌŝŶǁƌŝƚŝŶŐĂŶĚƐŚĂůů͕ǁŝƚŚŝŶϮϬĚĂǇƐĂĨƚĞƌƚŚĞĞǀĞŶƚŐŝǀŝŶŐƌŝƐĞƚŽƐƵĐŚ ŶŽƚŝĨŝĐĂƚŝŽŶ͕ƉƌŽǀŝĚĞĂŶŽƚŚĞƌďŽŶĚĂŶĚƐƵƌĞƚǇ͕ďŽƚŚŽĨǁŚŝĐŚŵƵƐƚĐŽŵƉůǇǁŝƚŚƚŚĞďŽŶĚĂŶĚ ƐƵƌĞƚǇƌĞƋƵŝƌĞŵĞŶƚƐĂďŽǀĞ͘ &͘ /ĨŽŶƚƌĂĐƚŽƌŚĂƐĨĂŝůĞĚƚŽŽďƚĂŝŶĂƌĞƋƵŝƌĞĚďŽŶĚ͕KǁŶĞƌŵĂǇĞǆĐůƵĚĞƚŚĞŽŶƚƌĂĐƚŽƌĨƌŽŵ ƚŚĞ^ŝƚĞĂŶĚĞǆĞƌĐŝƐĞKǁŶĞƌ͛ƐƚĞƌŵŝŶĂƚŝŽŶƌŝŐŚƚƐƵŶĚĞƌƌƚŝĐůĞϭϲ͘ '͘ hƉŽŶƌĞƋƵĞƐƚƚŽKǁŶĞƌĨƌŽŵĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌ͕^ƵƉƉůŝĞƌ͕ŽƌŽƚŚĞƌƉĞƌƐŽŶŽƌĞŶƚŝƚǇĐůĂŝŵŝŶŐ ƚŽŚĂǀĞĨƵƌŶŝƐŚĞĚůĂďŽƌ͕ƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚƵƐĞĚŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞ tŽƌŬ͕KǁŶĞƌƐŚĂůůƉƌŽǀŝĚĞĂĐŽƉǇŽĨƚŚĞƉĂǇŵĞŶƚďŽŶĚƚŽƐƵĐŚƉĞƌƐŽŶŽƌĞŶƚŝƚǇ͘ ,͘ hƉŽŶƌĞƋƵĞƐƚƚŽŽŶƚƌĂĐƚŽƌĨƌŽŵĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌ͕^ƵƉƉůŝĞƌ͕ŽƌŽƚŚĞƌƉĞƌƐŽŶŽƌĞŶƚŝƚǇ ĐůĂŝŵŝŶŐƚŽŚĂǀĞĨƵƌŶŝƐŚĞĚůĂďŽƌ͕ƐĞƌǀŝĐĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚƵƐĞĚŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞ ŽĨƚŚĞtŽƌŬ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽǀŝĚĞĂĐŽƉǇŽĨƚŚĞƉĂǇŵĞŶƚďŽŶĚƚŽƐƵĐŚƉĞƌƐŽŶŽƌĞŶƚŝƚǇ͘ ϲ͘ϬϮ/ŶƐƵƌĂŶĐĞͶ'ĞŶĞƌĂůWƌŽǀŝƐŝŽŶƐ ͘ KǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌƐŚĂůůŽďƚĂŝŶĂŶĚŵĂŝŶƚĂŝŶŝŶƐƵƌĂŶĐĞĂƐƌĞƋƵŝƌĞĚŝŶƚŚŝƐĂƌƚŝĐůĞĂŶĚŝŶ ƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐ͘ ͘ ůů ŝŶƐƵƌĂŶĐĞ ƌĞƋƵŝƌĞĚ ďǇ ƚŚĞ ŽŶƚƌĂĐƚ ƚŽ ďĞ ƉƵƌĐŚĂƐĞĚ ĂŶĚ ŵĂŝŶƚĂŝŶĞĚ ďǇ KǁŶĞƌ Žƌ ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞŽďƚĂŝŶĞĚĨƌŽŵŝŶƐƵƌĂŶĐĞĐŽŵƉĂŶŝĞƐƚŚĂƚĂƌĞĚƵůǇůŝĐĞŶƐĞĚŽƌĂƵƚŚŽƌŝǌĞĚ ŝŶƚŚĞƐƚĂƚĞŽƌũƵƌŝƐĚŝĐƚŝŽŶŝŶǁŚŝĐŚƚŚĞWƌŽũĞĐƚŝƐůŽĐĂƚĞĚƚŽŝƐƐƵĞŝŶƐƵƌĂŶĐĞƉŽůŝĐŝĞƐĨŽƌƚŚĞ ƌĞƋƵŝƌĞĚůŝŵŝƚƐĂŶĚĐŽǀĞƌĂŐĞƐ͘hŶůĞƐƐĂĚŝĨĨĞƌĞŶƚƐƚĂŶĚĂƌĚŝƐŝŶĚŝĐĂƚĞĚŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐ͕ĂůůĐŽŵƉĂŶŝĞƐƚŚĂƚƉƌŽǀŝĚĞŝŶƐƵƌĂŶĐĞƉŽůŝĐŝĞƐƌĞƋƵŝƌĞĚƵŶĚĞƌƚŚŝƐŽŶƚƌĂĐƚƐŚĂůů ŚĂǀĞĂŶ͘D͘ĞƐƚƌĂƚŝŶŐŽĨͲs//ŽƌďĞƚƚĞƌ͘ ͘ ůƚĞƌŶĂƚŝǀĞĨŽƌŵƐŽĨŝŶƐƵƌĂŶĐĞĐŽǀĞƌĂŐĞ͕ ŝŶĐůƵĚŝŶŐďƵƚ ŶŽƚ ůŝŵŝƚĞĚƚŽƐĞůĨͲŝŶƐƵƌĂŶĐĞĂŶĚ ͞KĐĐƵƉĂƚŝŽŶĂůĐĐŝĚĞŶƚĂŶĚǆĐĞƐƐŵƉůŽǇĞƌ͛Ɛ/ŶĚĞŵŶŝƚǇWŽůŝĐŝĞƐ͕͟ĂƌĞŶŽƚƐƵĨĨŝĐŝĞŶƚƚŽŵĞĞƚ ƚŚĞŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐŽŶƚƌĂĐƚ͕ƵŶůĞƐƐĞǆƉƌĞƐƐůǇĂůůŽǁĞĚŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĚĞůŝǀĞƌƚŽKǁŶĞƌ͕ǁŝƚŚĐŽƉŝĞƐƚŽĞĂĐŚĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞ ŽŶƚƌĂĐƚ͕ ĐĞƌƚŝĨŝĐĂƚĞƐ ŽĨ ŝŶƐƵƌĂŶĐĞ ĂŶĚ ĞŶĚŽƌƐĞŵĞŶƚƐ ĞƐƚĂďůŝƐŚŝŶŐ ƚŚĂƚ ŽŶƚƌĂĐƚŽƌ ŚĂƐ ŽďƚĂŝŶĞĚ ĂŶĚ ŝƐŵĂŝŶƚĂŝŶŝŶŐ ƚŚĞ ƉŽůŝĐŝĞƐ ĂŶĚ ĐŽǀĞƌĂŐĞƐ ƌĞƋƵŝƌĞĚ ďǇ ƚŚĞ ŽŶƚƌĂĐƚ͘ hƉŽŶ ƌĞƋƵĞƐƚďǇKǁŶĞƌŽƌĂŶǇŽƚŚĞƌŝŶƐƵƌĞĚ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůĂůƐŽĨƵƌŶŝƐŚŽƚŚĞƌĞǀŝĚĞŶĐĞŽĨƐƵĐŚ ƌĞƋƵŝƌĞĚ ŝŶƐƵƌĂŶĐĞ͕ ŝŶĐůƵĚŝŶŐ ďƵƚ ŶŽƚ ůŝŵŝƚĞĚ ƚŽ ĐŽƉŝĞƐ ŽĨ ƉŽůŝĐŝĞƐ͕ ĚŽĐƵŵĞŶƚĂƚŝŽŶ ŽĨ ĂƉƉůŝĐĂďůĞƐĞůĨͲŝŶƐƵƌĞĚƌĞƚĞŶƚŝŽŶƐ;ŝĨĂůůŽǁĞĚͿĂŶĚĚĞĚƵĐƚŝďůĞƐ͕ĨƵůůĚŝƐĐůŽƐƵƌĞŽĨĂůůƌĞůĞǀĂŶƚ ĞǆĐůƵƐŝŽŶƐ͕ ĂŶĚ ĞǀŝĚĞŶĐĞ ŽĨ ŝŶƐƵƌĂŶĐĞ ƌĞƋƵŝƌĞĚ ƚŽ ďĞ ƉƵƌĐŚĂƐĞĚĂŶĚ ŵĂŝŶƚĂŝŶĞĚ ďǇ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϮϯŽĨϳϬ ^ƵďĐŽŶƚƌĂĐƚŽƌƐŽƌ^ƵƉƉůŝĞƌƐ͘/ŶĂŶǇĚŽĐƵŵĞŶƚĂƚŝŽŶĨƵƌŶŝƐŚĞĚƵŶĚĞƌƚŚŝƐƉƌŽǀŝƐŝŽŶ͕ŽŶƚƌĂĐƚŽƌ͕ ^ƵďĐŽŶƚƌĂĐƚŽƌƐ͕ĂŶĚ^ƵƉƉůŝĞƌƐŵĂǇďůŽĐŬŽƵƚ;ƌĞĚĂĐƚͿ;ϭͿĂŶǇĐŽŶĨŝĚĞŶƚŝĂůƉƌĞŵŝƵŵŽƌƉƌŝĐŝŶŐ ŝŶĨŽƌŵĂƚŝŽŶ ĂŶĚ ;ϮͿ ĂŶǇ ǁŽƌĚŝŶŐ ƐƉĞĐŝĨŝĐ ƚŽ Ă ƉƌŽũĞĐƚ Žƌ ũƵƌŝƐĚŝĐƚŝŽŶ ŽƚŚĞƌ ƚŚĂŶ ƚŚŽƐĞ ĂƉƉůŝĐĂďůĞƚŽƚŚŝƐŽŶƚƌĂĐƚ͘ ͘ KǁŶĞƌƐŚĂůůĚĞůŝǀĞƌƚŽŽŶƚƌĂĐƚŽƌ͕ǁŝƚŚĐŽƉŝĞƐƚŽĞĂĐŚĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞ ŽŶƚƌĂĐƚ͕ĐĞƌƚŝĨŝĐĂƚĞƐŽĨŝŶƐƵƌĂŶĐĞĂŶĚĞŶĚŽƌƐĞŵĞŶƚƐĞƐƚĂďůŝƐŚŝŶŐƚŚĂƚKǁŶĞƌŚĂƐŽďƚĂŝŶĞĚ ĂŶĚŝƐŵĂŝŶƚĂŝŶŝŶŐƚŚĞƉŽůŝĐŝĞƐĂŶĚĐŽǀĞƌĂŐĞƐƌĞƋƵŝƌĞĚŽĨKǁŶĞƌďǇƚŚĞŽŶƚƌĂĐƚ;ŝĨĂŶǇͿ͘hƉŽŶ ƌĞƋƵĞƐƚďǇŽŶƚƌĂĐƚŽƌŽƌĂŶǇŽƚŚĞƌŝŶƐƵƌĞĚ͕KǁŶĞƌƐŚĂůůĂůƐŽƉƌŽǀŝĚĞŽƚŚĞƌĞǀŝĚĞŶĐĞŽĨƐƵĐŚ ƌĞƋƵŝƌĞĚŝŶƐƵƌĂŶĐĞ;ŝĨĂŶǇͿ͕ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĐŽƉŝĞƐŽĨƉŽůŝĐŝĞƐ͕ĚŽĐƵŵĞŶƚĂƚŝŽŶŽĨ ĂƉƉůŝĐĂďůĞ ƐĞůĨͲŝŶƐƵƌĞĚ ƌĞƚĞŶƚŝŽŶƐ ;ŝĨ ĂůůŽǁĞĚͿ ĂŶĚ ĚĞĚƵĐƚŝďůĞƐ͕ ĂŶĚ ĨƵůů ĚŝƐĐůŽƐƵƌĞ ŽĨ Ăůů ƌĞůĞǀĂŶƚĞǆĐůƵƐŝŽŶƐ͘/ŶĂŶǇĚŽĐƵŵĞŶƚĂƚŝŽŶĨƵƌŶŝƐŚĞĚƵŶĚĞƌƚŚŝƐƉƌŽǀŝƐŝŽŶ͕KǁŶĞƌŵĂǇďůŽĐŬ ŽƵƚ;ƌĞĚĂĐƚͿ;ϭͿĂŶǇĐŽŶĨŝĚĞŶƚŝĂůƉƌĞŵŝƵŵŽƌƉƌŝĐŝŶŐŝŶĨŽƌŵĂƚŝŽŶĂŶĚ;ϮͿĂŶǇǁŽƌĚŝŶŐƐƉĞĐŝĨŝĐ ƚŽĂƉƌŽũĞĐƚŽƌũƵƌŝƐĚŝĐƚŝŽŶŽƚŚĞƌƚŚĂŶƚŚŽƐĞƌĞůĞǀĂŶƚƚŽƚŚŝƐŽŶƚƌĂĐƚ͘ &͘ &ĂŝůƵƌĞŽĨKǁŶĞƌŽƌŽŶƚƌĂĐƚŽƌƚŽĚĞŵĂŶĚƐƵĐŚĐĞƌƚŝĨŝĐĂƚĞƐŽƌŽƚŚĞƌĞǀŝĚĞŶĐĞŽĨƚŚĞŽƚŚĞƌ ƉĂƌƚǇ͛ƐĨƵůůĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞƐĞŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞŵĞŶƚƐ͕ŽƌĨĂŝůƵƌĞŽĨKǁŶĞƌŽƌŽŶƚƌĂĐƚŽƌ ƚŽŝĚĞŶƚŝĨǇĂĚĞĨŝĐŝĞŶĐǇŝŶĐŽŵƉůŝĂŶĐĞĨƌŽŵƚŚĞĞǀŝĚĞŶĐĞƉƌŽǀŝĚĞĚ͕ǁŝůůŶŽƚďĞĐŽŶƐƚƌƵĞĚĂƐĂ ǁĂŝǀĞƌŽĨƚŚĞŽƚŚĞƌƉĂƌƚǇ͛ƐŽďůŝŐĂƚŝŽŶƚŽŽďƚĂŝŶĂŶĚŵĂŝŶƚĂŝŶƐƵĐŚŝŶƐƵƌĂŶĐĞ͘ '͘ /ŶĂĚĚŝƚŝŽŶƚŽƚŚĞůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞĚƚŽďĞƉƌŽǀŝĚĞĚďǇŽŶƚƌĂĐƚŽƌ͕ƚŚĞKǁŶĞƌ͕Ăƚ KǁŶĞƌ͛ƐŽƉƚŝŽŶ͕ŵĂǇƉƵƌĐŚĂƐĞĂŶĚŵĂŝŶƚĂŝŶKǁŶĞƌ͛ƐŽǁŶůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞ͘KǁŶĞƌ͛ƐůŝĂďŝůŝƚǇ ƉŽůŝĐŝĞƐ͕ŝĨĂŶǇ͕ŽƉĞƌĂƚĞƐĞƉĂƌĂƚĞůǇĂŶĚŝŶĚĞƉĞŶĚĞŶƚůǇĨƌŽŵƉŽůŝĐŝĞƐƌĞƋƵŝƌĞĚƚŽďĞƉƌŽǀŝĚĞĚ ďǇ ŽŶƚƌĂĐƚŽƌ͕ ĂŶĚ ŽŶƚƌĂĐƚŽƌ ĐĂŶŶŽƚ ƌĞůǇ ƵƉŽŶ KǁŶĞƌ͛Ɛ ůŝĂďŝůŝƚǇ ƉŽůŝĐŝĞƐ ĨŽƌ ĂŶǇ ŽĨ ŽŶƚƌĂĐƚŽƌ͛ƐŽďůŝŐĂƚŝŽŶƐƚŽƚŚĞKǁŶĞƌ͕ŶŐŝŶĞĞƌ͕ŽƌƚŚŝƌĚƉĂƌƚŝĞƐ͘ ,͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůƌĞƋƵŝƌĞ͗ ϭ͘ ^ƵďĐŽŶƚƌĂĐƚŽƌƐƚŽƉƵƌĐŚĂƐĞĂŶĚŵĂŝŶƚĂŝŶǁŽƌŬĞƌ͛ƐĐŽŵƉĞŶƐĂƚŝŽŶ͕ĐŽŵŵĞƌĐŝĂůŐĞŶĞƌĂů ůŝĂďŝůŝƚǇ͕ĂŶĚŽƚŚĞƌŝŶƐƵƌĂŶĐĞƚŚĂƚŝƐĂƉƉƌŽƉƌŝĂƚĞĨŽƌƚŚĞŝƌƉĂƌƚŝĐŝƉĂƚŝŽŶŝŶƚŚĞWƌŽũĞĐƚ͕ĂŶĚ ƚŽŶĂŵĞĂƐĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚƐKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ;ĂŶĚĂŶǇŽƚŚĞƌŝŶĚŝǀŝĚƵĂůƐŽƌĞŶƚŝƚŝĞƐ ŝĚĞŶƚŝĨŝĞĚŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐĂƐĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚƐŽŶŽŶƚƌĂĐƚŽƌ͛ƐůŝĂďŝůŝƚǇ ƉŽůŝĐŝĞƐͿŽŶĞĂĐŚ^ƵďĐŽŶƚƌĂĐƚŽƌ͛ƐĐŽŵŵĞƌĐŝĂůŐĞŶĞƌĂůůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞƉŽůŝĐǇ͖ĂŶĚ Ϯ͘ ^ƵƉƉůŝĞƌƐƚŽƉƵƌĐŚĂƐĞĂŶĚŵĂŝŶƚĂŝŶŝŶƐƵƌĂŶĐĞƚŚĂƚŝƐĂƉƉƌŽƉƌŝĂƚĞĨŽƌƚŚĞŝƌƉĂƌƚŝĐŝƉĂƚŝŽŶŝŶ ƚŚĞWƌŽũĞĐƚ͘ /͘ /ĨĞŝƚŚĞƌƉĂƌƚǇĚŽĞƐŶŽƚƉƵƌĐŚĂƐĞŽƌŵĂŝŶƚĂŝŶƚŚĞŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞĚŽĨƐƵĐŚƉĂƌƚǇďǇƚŚĞ ŽŶƚƌĂĐƚ͕ƐƵĐŚƉĂƌƚǇƐŚĂůůŶŽƚŝĨǇƚŚĞŽƚŚĞƌƉĂƌƚǇŝŶǁƌŝƚŝŶŐŽĨƐƵĐŚĨĂŝůƵƌĞƚŽƉƵƌĐŚĂƐĞƉƌŝŽƌƚŽ ƚŚĞƐƚĂƌƚŽĨƚŚĞtŽƌŬ͕ŽƌŽĨƐƵĐŚĨĂŝůƵƌĞƚŽŵĂŝŶƚĂŝŶƉƌŝŽƌƚŽĂŶǇĐŚĂŶŐĞŝŶƚŚĞƌĞƋƵŝƌĞĚ ĐŽǀĞƌĂŐĞ͘ :͘ /ĨŽŶƚƌĂĐƚŽƌŚĂƐĨĂŝůĞĚƚŽŽďƚĂŝŶĂŶĚŵĂŝŶƚĂŝŶƌĞƋƵŝƌĞĚŝŶƐƵƌĂŶĐĞ͕ŽŶƚƌĂĐƚŽƌ͛ƐĞŶƚŝƚůĞŵĞŶƚ ƚŽĞŶƚĞƌŽƌƌĞŵĂŝŶĂƚƚŚĞ^ŝƚĞǁŝůůĞŶĚŝŵŵĞĚŝĂƚĞůǇ͕ĂŶĚKǁŶĞƌŵĂǇŝŵƉŽƐĞĂŶĂƉƉƌŽƉƌŝĂƚĞ ƐĞƚͲŽĨĨĂŐĂŝŶƐƚƉĂǇŵĞŶƚĨŽƌĂŶǇĂƐƐŽĐŝĂƚĞĚĐŽƐƚƐ;ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽƚŚĞĐŽƐƚŽĨ ƉƵƌĐŚĂƐŝŶŐŶĞĐĞƐƐĂƌǇŝŶƐƵƌĂŶĐĞĐŽǀĞƌĂŐĞͿ͕ĂŶĚĞǆĞƌĐŝƐĞKǁŶĞƌ͛ƐƚĞƌŵŝŶĂƚŝŽŶƌŝŐŚƚƐƵŶĚĞƌ ƌƚŝĐůĞϭϲ͘ <͘ tŝƚŚŽƵƚƉƌĞũƵĚŝĐĞƚŽĂŶǇŽƚŚĞƌƌŝŐŚƚŽƌƌĞŵĞĚǇ͕ŝĨĂƉĂƌƚǇŚĂƐĨĂŝůĞĚƚŽŽďƚĂŝŶƌĞƋƵŝƌĞĚ ŝŶƐƵƌĂŶĐĞ͕ ƚŚĞ ŽƚŚĞƌ ƉĂƌƚǇ ŵĂǇ ĞůĞĐƚ ;ďƵƚ ŝƐ ŝŶ ŶŽ ǁĂǇ ŽďůŝŐĂƚĞĚͿ ƚŽ ŽďƚĂŝŶ ĞƋƵŝǀĂůĞŶƚ ŝŶƐƵƌĂŶĐĞƚŽƉƌŽƚĞĐƚƐƵĐŚŽƚŚĞƌƉĂƌƚǇ͛ƐŝŶƚĞƌĞƐƚƐĂƚƚŚĞĞǆƉĞŶƐĞŽĨƚŚĞƉĂƌƚǇǁŚŽǁĂƐƌĞƋƵŝƌĞĚ ƚŽƉƌŽǀŝĚĞƐƵĐŚĐŽǀĞƌĂŐĞ͕ĂŶĚƚŚĞŽŶƚƌĂĐƚWƌŝĐĞǁŝůůďĞĂĚũƵƐƚĞĚĂĐĐŽƌĚŝŶŐůǇ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϮϰŽĨϳϬ >͘ KǁŶĞƌĚŽĞƐŶŽƚƌĞƉƌĞƐĞŶƚƚŚĂƚŝŶƐƵƌĂŶĐĞĐŽǀĞƌĂŐĞĂŶĚůŝŵŝƚƐĞƐƚĂďůŝƐŚĞĚŝŶƚŚŝƐŽŶƚƌĂĐƚ ŶĞĐĞƐƐĂƌŝůǇǁŝůůďĞĂĚĞƋƵĂƚĞƚŽƉƌŽƚĞĐƚŽŶƚƌĂĐƚŽƌŽƌŽŶƚƌĂĐƚŽƌ͛ƐŝŶƚĞƌĞƐƚƐ͘ŽŶƚƌĂĐƚŽƌŝƐ ƌĞƐƉŽŶƐŝďůĞĨŽƌĚĞƚĞƌŵŝŶŝŶŐǁŚĞƚŚĞƌƐƵĐŚĐŽǀĞƌĂŐĞĂŶĚůŝŵŝƚƐĂƌĞĂĚĞƋƵĂƚĞƚŽƉƌŽƚĞĐƚŝƚƐ ŝŶƚĞƌĞƐƚƐ͕ĂŶĚĨŽƌŽďƚĂŝŶŝŶŐĂŶĚŵĂŝŶƚĂŝŶŝŶŐĂŶǇĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĂŶĐĞƚŚĂƚŽŶƚƌĂĐƚŽƌĚĞĞŵƐ ŶĞĐĞƐƐĂƌǇ͘ D͘ dŚĞŝŶƐƵƌĂŶĐĞĂŶĚŝŶƐƵƌĂŶĐĞůŝŵŝƚƐƌĞƋƵŝƌĞĚŚĞƌĞŝŶǁŝůůŶŽƚďĞĚĞĞŵĞĚĂƐĂůŝŵŝƚĂƚŝŽŶŽŶ ŽŶƚƌĂĐƚŽƌ͛ƐůŝĂďŝůŝƚǇ͕ŽƌƚŚĂƚŽĨŝƚƐ^ƵďĐŽŶƚƌĂĐƚŽƌƐŽƌ^ƵƉƉůŝĞƌƐ͕ƵŶĚĞƌƚŚĞŝŶĚĞŵŶŝƚŝĞƐŐƌĂŶƚĞĚ ƚŽKǁŶĞƌĂŶĚŽƚŚĞƌŝŶĚŝǀŝĚƵĂůƐĂŶĚĞŶƚŝƚŝĞƐŝŶƚŚĞŽŶƚƌĂĐƚŽƌŽƚŚĞƌǁŝƐĞ͘ E͘ ůůƚŚĞƉŽůŝĐŝĞƐŽĨŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞĚƚŽďĞƉƵƌĐŚĂƐĞĚĂŶĚŵĂŝŶƚĂŝŶĞĚƵŶĚĞƌƚŚŝƐŽŶƚƌĂĐƚǁŝůů ĐŽŶƚĂŝŶĂƉƌŽǀŝƐŝŽŶŽƌĞŶĚŽƌƐĞŵĞŶƚƚŚĂƚƚŚĞĐŽǀĞƌĂŐĞĂĨĨŽƌĚĞĚǁŝůůŶŽƚďĞĐĂŶĐĞůĞĚ͕Žƌ ƌĞŶĞǁĂůƌĞĨƵƐĞĚ͕ƵŶƚŝůĂƚůĞĂƐƚϭϬĚĂǇƐƉƌŝŽƌǁƌŝƚƚĞŶŶŽƚŝĐĞŚĂƐďĞĞŶŐŝǀĞŶƚŽƚŚĞƉƵƌĐŚĂƐŝŶŐ ƉŽůŝĐǇŚŽůĚĞƌ͘ tŝƚŚŝŶ ƚŚƌĞĞ ĚĂǇƐ ŽĨ ƌĞĐĞŝƉƚ ŽĨ ĂŶǇ ƐƵĐŚ ǁƌŝƚƚĞŶŶŽƚŝĐĞ͕ ƚŚĞ ƉƵƌĐŚĂƐŝŶŐ ƉŽůŝĐǇŚŽůĚĞƌƐŚĂůůƉƌŽǀŝĚĞĂĐŽƉǇŽĨƚŚĞŶŽƚŝĐĞƚŽĞĂĐŚŽƚŚĞƌŝŶƐƵƌĞĚĂŶĚŶŐŝŶĞĞƌ͘ ϲ͘ϬϯŽŶƚƌĂĐƚŽƌ͛Ɛ/ŶƐƵƌĂŶĐĞ ͘ZĞƋƵŝƌĞĚ /ŶƐƵƌĂŶĐĞ͗ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ƉƵƌĐŚĂƐĞ ĂŶĚ ŵĂŝŶƚĂŝŶ tŽƌŬĞƌ͛Ɛ ŽŵƉĞŶƐĂƚŝŽŶ͕ ŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚǇ͕ĂŶĚŽƚŚĞƌŝŶƐƵƌĂŶĐĞƉƵƌƐƵĂŶƚƚŽƚŚĞƐƉĞĐŝĨŝĐƌĞƋƵŝƌĞŵĞŶƚƐŽĨ ƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐ͘ ͘'ĞŶĞƌĂůWƌŽǀŝƐŝŽŶƐ͗dŚĞƉŽůŝĐŝĞƐŽĨŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞĚďǇƚŚŝƐWĂƌĂŐƌĂƉŚϲ͘ϬϯĂƐƐƵƉƉůĞŵĞŶƚĞĚ ŵƵƐƚ͗ ϭ͘ ŝŶĐůƵĚĞĂƚůĞĂƐƚƚŚĞƐƉĞĐŝĨŝĐĐŽǀĞƌĂŐĞƐƌĞƋƵŝƌĞĚ͖ Ϯ͘ ďĞǁƌŝƚƚĞŶĨŽƌŶŽƚůĞƐƐƚŚĂŶƚŚĞůŝŵŝƚƐƉƌŽǀŝĚĞĚ͕ŽƌƚŚŽƐĞƌĞƋƵŝƌĞĚďǇ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐ͕ ǁŚŝĐŚĞǀĞƌŝƐŐƌĞĂƚĞƌ͖ ϯ͘ ƌĞŵĂŝŶŝŶĞĨĨĞĐƚĂƚůĞĂƐƚƵŶƚŝůƚŚĞtŽƌŬŝƐĐŽŵƉůĞƚĞ;ĂƐƐĞƚĨŽƌƚŚŝŶWĂƌĂŐƌĂƉŚϭϱ͘Ϭϲ͘Ϳ͕ ĂŶĚůŽŶŐĞƌŝĨĞǆƉƌĞƐƐůǇƌĞƋƵŝƌĞĚĞůƐĞǁŚĞƌĞŝŶƚŚŝƐŽŶƚƌĂĐƚ͕ĂŶĚĂƚĂůůƚŝŵĞƐƚŚĞƌĞĂĨƚĞƌ ǁŚĞŶŽŶƚƌĂĐƚŽƌŵĂǇďĞĐŽƌƌĞĐƚŝŶŐ͕ƌĞŵŽǀŝŶŐ͕ŽƌƌĞƉůĂĐŝŶŐĚĞĨĞĐƚŝǀĞtŽƌŬĂƐĂǁĂƌƌĂŶƚǇ ŽƌĐŽƌƌĞĐƚŝŽŶŽďůŝŐĂƚŝŽŶ͕ŽƌŽƚŚĞƌǁŝƐĞ͕ŽƌƌĞƚƵƌŶŝŶŐƚŽƚŚĞ^ŝƚĞƚŽĐŽŶĚƵĐƚŽƚŚĞƌƚĂƐŬƐ ĂƌŝƐŝŶŐĨƌŽŵƚŚĞŽŶƚƌĂĐƚ͖ ϰ͘ ĂƉƉůǇǁŝƚŚƌĞƐƉĞĐƚƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͕ǁŚĞƚŚĞƌƐƵĐŚƉĞƌĨŽƌŵĂŶĐĞŝƐďǇ ŽŶƚƌĂĐƚŽƌ͕ĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌ͕ŽƌďǇĂŶǇŽŶĞĚŝƌĞĐƚůǇŽƌŝŶĚŝƌĞĐƚůǇĞŵƉůŽǇĞĚ ďǇĂŶǇŽĨƚŚĞŵƚŽƉĞƌĨŽƌŵĂŶǇŽĨƚŚĞtŽƌŬ͕ŽƌďǇĂŶǇŽŶĞĨŽƌǁŚŽƐĞĂĐƚƐĂŶǇŽĨƚŚĞŵŵĂǇ ďĞůŝĂďůĞ͖ĂŶĚ ϱ͘ ŝŶĐůƵĚĞĂůůŶĞĐĞƐƐĂƌǇĞŶĚŽƌƐĞŵĞŶƚƐƚŽƐƵƉƉŽƌƚƚŚĞƐƚĂƚĞĚƌĞƋƵŝƌĞŵĞŶƚƐ͘ ͘ĚĚŝƚŝŽŶĂů /ŶƐƵƌĞĚƐ͗ dŚĞ ŽŶƚƌĂĐƚŽƌ͛Ɛ ĐŽŵŵĞƌĐŝĂů ŐĞŶĞƌĂů ůŝĂďŝůŝƚǇ͕ ĂƵƚŽŵŽďŝůĞ ůŝĂďŝůŝƚǇ͕ ĞŵƉůŽǇĞƌ͛Ɛ ůŝĂďŝůŝƚǇ͕ ƵŵďƌĞůůĂ Žƌ ĞǆĐĞƐƐ͕ ƉŽůůƵƚŝŽŶ ůŝĂďŝůŝƚǇ͕ĂŶĚ ƵŶŵĂŶŶĞĚ ĂĞƌŝĂů ǀĞŚŝĐůĞ ůŝĂďŝůŝƚǇƉŽůŝĐŝĞƐ͕ŝĨƌĞƋƵŝƌĞĚďǇƚŚŝƐŽŶƚƌĂĐƚ͕ŵƵƐƚ͗ ϭ͘ ŝŶĐůƵĚĞĂŶĚůŝƐƚĂƐĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚƐKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͕ĂŶĚĂŶǇŝŶĚŝǀŝĚƵĂůƐŽƌĞŶƚŝƚŝĞƐ ŝĚĞŶƚŝĨŝĞĚĂƐĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚƐŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐ͖ Ϯ͘ ŝŶĐůƵĚĞĐŽǀĞƌĂŐĞĨŽƌƚŚĞƌĞƐƉĞĐƚŝǀĞŽĨĨŝĐĞƌƐ͕ĚŝƌĞĐƚŽƌƐ͕ŵĞŵďĞƌƐ͕ƉĂƌƚŶĞƌƐ͕ĞŵƉůŽǇĞĞƐ͕ 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ĚƵƌĂďŝůŝƚǇ͕ĂƉƉĞĂƌĂŶĐĞ͕ ƐƚƌĞŶŐƚŚ͕ĂŶĚĚĞƐŝŐŶĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͖ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϮϵŽĨϳϬ ϮͿ ǁŝůůƌĞůŝĂďůǇƉĞƌĨŽƌŵĂƚůĞĂƐƚĞƋƵĂůůǇǁĞůůƚŚĞĨƵŶĐƚŝŽŶĂŶĚĂĐŚŝĞǀĞƚŚĞƌĞƐƵůƚƐ ŝŵƉŽƐĞĚďǇƚŚĞĚĞƐŝŐŶĐŽŶĐĞƉƚŽĨƚŚĞĐŽŵƉůĞƚĞĚWƌŽũĞĐƚĂƐĂĨƵŶĐƚŝŽŶŝŶŐǁŚŽůĞ͖ ϯͿ ŚĂƐĂƉƌŽǀĞŶƌĞĐŽƌĚŽĨƉĞƌĨŽƌŵĂŶĐĞĂŶĚĂǀĂŝůĂďŝůŝƚǇŽĨƌĞƐƉŽŶƐŝǀĞƐĞƌǀŝĐĞ͖ĂŶĚ ϰͿ ŝƐŶŽƚŽďũĞĐƚŝŽŶĂďůĞƚŽKǁŶĞƌ͘ ď͘ ŽŶƚƌĂĐƚŽƌĐĞƌƚŝĨŝĞƐƚŚĂƚ͕ŝĨƚŚĞƉƌŽƉŽƐĞĚŝƚĞŵŝƐĂƉƉƌŽǀĞĚĂŶĚŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞ tŽƌŬ͗ ϭͿ ƚŚĞƌĞǁŝůůďĞŶŽŝŶĐƌĞĂƐĞŝŶĐŽƐƚƚŽƚŚĞKǁŶĞƌŽƌŝŶĐƌĞĂƐĞŝŶŽŶƚƌĂĐƚdŝŵĞƐ͖ĂŶĚ ϮͿ ƚŚĞŝƚĞŵǁŝůůĐŽŶĨŽƌŵƐƵďƐƚĂŶƚŝĂůůǇƚŽƚŚĞĚĞƚĂŝůĞĚƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞŝƚĞŵ ŶĂŵĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ͘ŽŶƚƌĂĐƚŽƌ͛ƐǆƉĞŶƐĞ͗ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽǀŝĚĞĂůůĚĂƚĂŝŶƐƵƉƉŽƌƚŽĨĂŶǇƉƌŽƉŽƐĞĚ͞ŽƌĞƋƵĂů͟ ŝƚĞŵĂƚŽŶƚƌĂĐƚŽƌ͛ƐĞǆƉĞŶƐĞ͘ ͘ŶŐŝŶĞĞƌ͛ƐǀĂůƵĂƚŝŽŶĂŶĚĞƚĞƌŵŝŶĂƚŝŽŶ͗ŶŐŝŶĞĞƌǁŝůůďĞĂůůŽǁĞĚĂƌĞĂƐŽŶĂďůĞƚŝŵĞƚŽ 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͘^ƉĞĐŝĂů'ƵĂƌĂŶƚĞĞ͗KǁŶĞƌŵĂǇƌĞƋƵŝƌĞŽŶƚƌĂĐƚŽƌƚŽĨƵƌŶŝƐŚĂƚŽŶƚƌĂĐƚŽƌ͛ƐĞǆƉĞŶƐĞĂƐƉĞĐŝĂů ƉĞƌĨŽƌŵĂŶĐĞŐƵĂƌĂŶƚĞĞŽƌŽƚŚĞƌƐƵƌĞƚǇǁŝƚŚƌĞƐƉĞĐƚƚŽĂŶǇƐƵďƐƚŝƚƵƚĞ͘ ͘ZĞŝŵďƵƌƐĞŵĞŶƚ ŽĨ ŶŐŝŶĞĞƌ͛Ɛ ŽƐƚ͗ ŶŐŝŶĞĞƌ ǁŝůů ƌĞĐŽƌĚ ŶŐŝŶĞĞƌ͛Ɛ ĐŽƐƚƐ ŝŶ ĞǀĂůƵĂƚŝŶŐ Ă ƐƵďƐƚŝƚƵƚĞ ƉƌŽƉŽƐĞĚ Žƌ ƐƵďŵŝƚƚĞĚ ďǇ ŽŶƚƌĂĐƚŽƌ͘ tŚĞƚŚĞƌ Žƌ ŶŽƚŶŐŝŶĞĞƌ ĂƉƉƌŽǀĞƐ Ă ƐƵďƐƚŝƚƵƚĞƐŽƉƌŽƉŽƐĞĚŽƌƐƵďŵŝƚƚĞĚďǇŽŶƚƌĂĐƚŽƌ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƌĞŝŵďƵƌƐĞKǁŶĞƌĨŽƌƚŚĞ ƌĞĂƐŽŶĂďůĞĐŚĂƌŐĞƐŽĨŶŐŝŶĞĞƌĨŽƌĞǀĂůƵĂƚŝŶŐĞĂĐŚƐƵĐŚƉƌŽƉŽƐĞĚƐƵďƐƚŝƚƵƚĞ͘ŽŶƚƌĂĐƚŽƌƐŚĂůů ĂůƐŽƌĞŝŵďƵƌƐĞKǁŶĞƌĨŽƌƚŚĞƌĞĂƐŽŶĂďůĞĐŚĂƌŐĞƐŽĨŶŐŝŶĞĞƌĨŽƌŵĂŬŝŶŐĐŚĂŶŐĞƐŝŶƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ;ŽƌŝŶƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨĂŶǇŽƚŚĞƌĚŝƌĞĐƚĐŽŶƚƌĂĐƚǁŝƚŚKǁŶĞƌͿƌĞƐƵůƚŝŶŐ ĨƌŽŵƚŚĞĂĐĐĞƉƚĂŶĐĞŽĨĞĂĐŚƉƌŽƉŽƐĞĚƐƵďƐƚŝƚƵƚĞ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯϭŽĨϳϬ ͘ŽŶƚƌĂĐƚŽƌ͛ƐǆƉĞŶƐĞ͗ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽǀŝĚĞĂůůĚĂƚĂŝŶƐƵƉƉŽƌƚŽĨĂŶǇƉƌŽƉŽƐĞĚƐƵďƐƚŝƚƵƚĞ ĂƚŽŶƚƌĂĐƚŽƌ͛ƐĞǆƉĞŶƐĞ͘ &͘ĨĨĞĐƚŽĨŶŐŝŶĞĞƌ͛ƐĞƚĞƌŵŝŶĂƚŝŽŶ͗/ĨŶŐŝŶĞĞƌĂƉƉƌŽǀĞƐƚŚĞƐƵďƐƚŝƚƵƚŝŽŶƌĞƋƵĞƐƚ͕ŽŶƚƌĂĐƚŽƌ ƐŚĂůůĞǆĞĐƵƚĞƚŚĞƉƌŽƉŽƐĞĚŚĂŶŐĞKƌĚĞƌĂŶĚƉƌŽĐĞĞĚǁŝƚŚƚŚĞƐƵďƐƚŝƚƵƚŝŽŶ͘dŚĞŶŐŝŶĞĞƌ͛Ɛ ĚĞŶŝĂůŽĨĂƐƵďƐƚŝƚƵƚŝŽŶƌĞƋƵĞƐƚǁŝůůďĞĨŝŶĂůĂŶĚďŝŶĚŝŶŐ͕ĂŶĚŵĂǇŶŽƚďĞƌĞǀĞƌƐĞĚƚŚƌŽƵŐŚĂŶ ĂƉƉĞĂů ƵŶĚĞƌ ĂŶǇ ƉƌŽǀŝƐŝŽŶ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ͘ ŽŶƚƌĂĐƚŽƌ ŵĂǇ ĐŚĂůůĞŶŐĞ ƚŚĞ ƐĐŽƉĞ ŽĨ ƌĞŝŵďƵƌƐĞŵĞŶƚ ĐŽƐƚƐ ŝŵƉŽƐĞĚ ƵŶĚĞƌ WĂƌĂŐƌĂƉŚϳ͘Ϭϲ͕͘ ďǇ ƚŝŵĞůǇ ƐƵďŵŝƚƚĂůŽĨ Ă ŚĂŶŐĞ WƌŽƉŽƐĂů͘ ϳ͘ϬϳŽŶĐĞƌŶŝŶŐ^ƵďĐŽŶƚƌĂĐƚŽƌƐĂŶĚ^ƵƉƉůŝĞƌƐ ͘ ŽŶƚƌĂĐƚŽƌŵĂǇƌĞƚĂŝŶ^ƵďĐŽŶƚƌĂĐƚŽƌƐĂŶĚ^ƵƉƉůŝĞƌƐĨŽƌƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƉĂƌƚƐŽĨƚŚĞtŽƌŬ͘ ^ƵĐŚ^ƵďĐŽŶƚƌĂĐƚŽƌƐĂŶĚ^ƵƉƉůŝĞƌƐŵƵƐƚďĞĂĐĐĞƉƚĂďůĞƚŽKǁŶĞƌ͘dŚĞŽŶƚƌĂĐƚŽƌ͛ƐƌĞƚĞŶƚŝŽŶ ŽĨĂ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌĨŽƌƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƉĂƌƚƐŽĨƚŚĞtŽƌŬǁŝůůŶŽƚƌĞůŝĞǀĞ ŽŶƚƌĂĐƚŽƌ͛ƐŽďůŝŐĂƚŝŽŶƚŽKǁŶĞƌƚŽƉĞƌĨŽƌŵĂŶĚĐŽŵƉůĞƚĞƚŚĞtŽƌŬŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ƌĞƚĂŝŶ ƐƉĞĐŝĨŝĐ ^ƵďĐŽŶƚƌĂĐƚŽƌƐ ĂŶĚ ^ƵƉƉůŝĞƌƐ ĨŽƌ ƚŚĞ ƉĞƌĨŽƌŵĂŶĐĞ ŽĨ ĚĞƐŝŐŶĂƚĞĚƉĂƌƚƐŽĨƚŚĞtŽƌŬŝĨƌĞƋƵŝƌĞĚďǇƚŚĞŽŶƚƌĂĐƚƚŽĚŽƐŽ͘ ͘ ^ƵďƐĞƋƵĞŶƚƚŽƚŚĞƐƵďŵŝƚƚĂůŽĨŽŶƚƌĂĐƚŽƌ͛ƐŝĚŽƌĨŝŶĂůŶĞŐŽƚŝĂƚŝŽŶŽĨƚŚĞƚĞƌŵƐŽĨƚŚĞ 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ŝĚĞŶƚŝĨŝĞĚƐŽůĞůǇŽŶƚŚĞďĂƐŝƐŽĨƐƵďƐƚĂŶƚŝǀĞ͕ƌĞĂƐŽŶĂďůĞŽďũĞĐƚŝŽŶĂĨƚĞƌĚƵĞŝŶǀĞƐƚŝŐĂƚŝŽŶ͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ƐƵďŵŝƚ ĂŶ ĂĐĐĞƉƚĂďůĞ ƌĞƉůĂĐĞŵĞŶƚ ĨŽƌ ƚŚĞ ƌĞũĞĐƚĞĚ ^ƵďĐŽŶƚƌĂĐƚŽƌ Žƌ ^ƵƉƉůŝĞƌ͘ &͘ /ĨKǁŶĞƌƌĞƋƵŝƌĞƐƚŚĞƌĞƉůĂĐĞŵĞŶƚŽĨĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌƌĞƚĂŝŶĞĚďǇŽŶƚƌĂĐƚŽƌ ƚŽƉĞƌĨŽƌŵĂŶǇƉĂƌƚŽĨƚŚĞtŽƌŬ͕ƚŚĞŶŽŶƚƌĂĐƚŽƌƐŚĂůůďĞĞŶƚŝƚůĞĚƚŽĂŶĂĚũƵƐƚŵĞŶƚŝŶ ŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐ͕ǁŝƚŚƌĞƐƉĞĐƚƚŽƚŚĞƌĞƉůĂĐĞŵĞŶƚ͖ĂŶĚŽŶƚƌĂĐƚŽƌƐŚĂůů ŝŶŝƚŝĂƚĞĂŚĂŶŐĞWƌŽƉŽƐĂůĨŽƌƐƵĐŚĂĚũƵƐƚŵĞŶƚǁŝƚŚŝŶϯϬĚĂǇƐŽĨKǁŶĞƌ͛ƐƌĞƋƵŝƌĞŵĞŶƚŽĨ ƌĞƉůĂĐĞŵĞŶƚ͘ '͘ EŽĂĐĐĞƉƚĂŶĐĞďǇKǁŶĞƌŽĨĂŶǇƐƵĐŚ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌ͕ǁŚĞƚŚĞƌŝŶŝƚŝĂůůǇŽƌĂƐĂ ƌĞƉůĂĐĞŵĞŶƚ͕ǁŝůůĐŽŶƐƚŝƚƵƚĞĂǁĂŝǀĞƌŽĨƚŚĞƌŝŐŚƚŽĨKǁŶĞƌƚŽƚŚĞĐŽŵƉůĞƚŝŽŶŽĨƚŚĞtŽƌŬŝŶ ĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯϮŽĨϳϬ ,͘ KŶĂŵŽŶƚŚůǇďĂƐŝƐ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƐƵďŵŝƚƚŽŶŐŝŶĞĞƌĂĐŽŵƉůĞƚĞůŝƐƚŽĨĂůů^ƵďĐŽŶƚƌĂĐƚŽƌƐ ĂŶĚ^ƵƉƉůŝĞƌƐŚĂǀŝŶŐĂĚŝƌĞĐƚĐŽŶƚƌĂĐƚǁŝƚŚŽŶƚƌĂĐƚŽƌ͕ĂŶĚŽĨĂůůŽƚŚĞƌ^ƵďĐŽŶƚƌĂĐƚŽƌƐĂŶĚ ^ƵƉƉůŝĞƌƐŬŶŽǁŶƚŽŽŶƚƌĂĐƚŽƌĂƚƚŚĞƚŝŵĞŽĨƐƵďŵŝƚƚĂů͘ /͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ďĞ ƐŽůĞůǇ ƌĞƐƉŽŶƐŝďůĞ ĨŽƌ ƐĐŚĞĚƵůŝŶŐ ĂŶĚ ĐŽŽƌĚŝŶĂƚŝŶŐ ƚŚĞ ǁŽƌŬ ŽĨ ^ƵďĐŽŶƚƌĂĐƚŽƌƐĂŶĚ^ƵƉƉůŝĞƌƐ͘ :͘ dŚĞĚŝǀŝƐŝŽŶƐĂŶĚƐĞĐƚŝŽŶƐŽĨƚŚĞ^ƉĞĐŝĨŝĐĂƚŝŽŶƐĂŶĚƚŚĞŝĚĞŶƚŝĨŝĐĂƚŝŽŶƐŽĨĂŶǇƌĂǁŝŶŐƐĚŽŶŽƚ ĐŽŶƚƌŽůŽŶƚƌĂĐƚŽƌŝŶĚŝǀŝĚŝŶŐƚŚĞtŽƌŬĂŵŽŶŐ^ƵďĐŽŶƚƌĂĐƚŽƌƐŽƌ^ƵƉƉůŝĞƌƐ͕ŽƌŝŶĚĞůŝŶĞĂƚŝŶŐ ƚŚĞtŽƌŬƚŽďĞƉĞƌĨŽƌŵĞĚďǇĂŶǇƐƉĞĐŝĨŝĐƚƌĂĚĞ͘ <͘ ůůtŽƌŬƉĞƌĨŽƌŵĞĚĨŽƌŽŶƚƌĂĐƚŽƌďǇĂ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌŵƵƐƚďĞƉƵƌƐƵĂŶƚƚŽĂŶ ĂƉƉƌŽƉƌŝĂƚĞĐŽŶƚƌĂĐƚƵĂůĂŐƌĞĞŵĞŶƚƚŚĂƚƐƉĞĐŝĨŝĐĂůůǇďŝŶĚƐƚŚĞ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌƚŽ ƚŚĞĂƉƉůŝĐĂďůĞƚĞƌŵƐĂŶĚĐŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƚƌĂĐƚĨŽƌƚŚĞďĞŶĞĨŝƚŽĨKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͘ >͘ KǁŶĞƌŵĂǇĨƵƌŶŝƐŚƚŽĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌ͕ƚŽƚŚĞĞǆƚĞŶƚƉƌĂĐƚŝĐĂďůĞ͕ŝŶĨŽƌŵĂƚŝŽŶ ĂďŽƵƚĂŵŽƵŶƚƐƉĂŝĚƚŽŽŶƚƌĂĐƚŽƌĨŽƌtŽƌŬƉĞƌĨŽƌŵĞĚĨŽƌŽŶƚƌĂĐƚŽƌďǇƚŚĞ^ƵďĐŽŶƚƌĂĐƚŽƌ Žƌ^ƵƉƉůŝĞƌ͘ D͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůƌĞƐƚƌŝĐƚĂůů^ƵďĐŽŶƚƌĂĐƚŽƌƐĂŶĚ^ƵƉƉůŝĞƌƐĨƌŽŵĐŽŵŵƵŶŝĐĂƚŝŶŐǁŝƚŚŶŐŝŶĞĞƌ ŽƌKǁŶĞƌ͕ĞǆĐĞƉƚƚŚƌŽƵŐŚŽŶƚƌĂĐƚŽƌŽƌŝŶĐĂƐĞŽĨĂŶĞŵĞƌŐĞŶĐǇ͕ŽƌĂƐŽƚŚĞƌǁŝƐĞĞǆƉƌĞƐƐůǇ ĂůůŽǁĞĚŝŶƚŚŝƐŽŶƚƌĂĐƚ͘ ϳ͘ϬϴWĂƚĞŶƚ&ĞĞƐĂŶĚZŽǇĂůƚŝĞƐ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůƉĂǇĂůůůŝĐĞŶƐĞĨĞĞƐĂŶĚƌŽǇĂůƚŝĞƐĂŶĚĂƐƐƵŵĞĂůůĐŽƐƚƐŝŶĐŝĚĞŶƚƚŽƚŚĞƵƐĞŝŶ ƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬŽƌƚŚĞŝŶĐŽƌƉŽƌĂƚŝŽŶŝŶƚŚĞtŽƌŬŽĨĂŶǇŝŶǀĞŶƚŝŽŶ͕ĚĞƐŝŐŶ͕ ƉƌŽĐĞƐƐ͕ƉƌŽĚƵĐƚ͕ŽƌĚĞǀŝĐĞǁŚŝĐŚŝƐƚŚĞƐƵďũĞĐƚŽĨƉĂƚĞŶƚƌŝŐŚƚƐŽƌĐŽƉǇƌŝŐŚƚƐŚĞůĚďǇŽƚŚĞƌƐ͘ /ĨĂŶŝŶǀĞŶƚŝŽŶ͕ĚĞƐŝŐŶ͕ƉƌŽĐĞƐƐ͕ƉƌŽĚƵĐƚ͕ŽƌĚĞǀŝĐĞŝƐƐƉĞĐŝĨŝĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĨŽƌ ƵƐĞŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬĂŶĚŝĨ͕ƚŽƚŚĞĂĐƚƵĂůŬŶŽǁůĞĚŐĞŽĨKǁŶĞƌŽƌŶŐŝŶĞĞƌ͕ŝƚƐ ƵƐĞŝƐƐƵďũĞĐƚƚŽƉĂƚĞŶƚƌŝŐŚƚƐŽƌĐŽƉǇƌŝŐŚƚƐĐĂůůŝŶŐĨŽƌƚŚĞƉĂǇŵĞŶƚŽĨĂŶǇůŝĐĞŶƐĞĨĞĞŽƌ ƌŽǇĂůƚǇƚŽŽƚŚĞƌƐ͕ƚŚĞĞǆŝƐƚĞŶĐĞŽĨƐƵĐŚƌŝŐŚƚƐǁŝůůďĞĚŝƐĐůŽƐĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ͘ dŽƚŚĞĨƵůůĞƐƚĞǆƚĞŶƚƉĞƌŵŝƚƚĞĚďǇ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͕KǁŶĞƌƐŚĂůůŝŶĚĞŵŶŝĨǇĂŶĚŚŽůĚ ŚĂƌŵůĞƐƐ ŽŶƚƌĂĐƚŽƌ͕ ĂŶĚ ŝƚƐ ŽĨĨŝĐĞƌƐ͕ ĚŝƌĞĐƚŽƌƐ͕ ŵĞŵďĞƌƐ͕ ƉĂƌƚŶĞƌƐ͕ ĞŵƉůŽǇĞĞƐ͕ ĂŐĞŶƚƐ͕ ĐŽŶƐƵůƚĂŶƚƐ͕ĂŶĚƐƵďĐŽŶƚƌĂĐƚŽƌƐ͕ĨƌŽŵĂŶĚĂŐĂŝŶƐƚĂůůĐůĂŝŵƐ͕ĐŽƐƚƐ͕ůŽƐƐĞƐ͕ĂŶĚĚĂŵĂŐĞƐ ;ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĂůůĨĞĞƐĂŶĚĐŚĂƌŐĞƐŽĨĞŶŐŝŶĞĞƌƐ͕ĂƌĐŚŝƚĞĐƚƐ͕ĂƚƚŽƌŶĞǇƐ͕ĂŶĚŽƚŚĞƌ ƉƌŽĨĞƐƐŝŽŶĂůƐ͕ĂŶĚĂůůĐŽƵƌƚŽƌĂƌďŝƚƌĂƚŝŽŶŽƌŽƚŚĞƌĚŝƐƉƵƚĞƌĞƐŽůƵƚŝŽŶĐŽƐƚƐͿĂƌŝƐŝŶŐŽƵƚŽĨŽƌ ƌĞůĂƚŝŶŐ ƚŽ ĂŶǇ ŝŶĨƌŝŶŐĞŵĞŶƚ ŽĨ ƉĂƚĞŶƚ ƌŝŐŚƚƐ Žƌ ĐŽƉǇƌŝŐŚƚƐ ŝŶĐŝĚĞŶƚ ƚŽ ƚŚĞ ƵƐĞ ŝŶ ƚŚĞ ƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬŽƌƌĞƐƵůƚŝŶŐĨƌŽŵƚŚĞŝŶĐŽƌƉŽƌĂƚŝŽŶŝŶƚŚĞtŽƌŬŽĨĂŶǇŝŶǀĞŶƚŝŽŶ͕ ĚĞƐŝŐŶ͕ƉƌŽĐĞƐƐ͕ƉƌŽĚƵĐƚ͕ŽƌĚĞǀŝĐĞƐƉĞĐŝĨŝĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ďƵƚŶŽƚŝĚĞŶƚŝĨŝĞĚĂƐ ďĞŝŶŐƐƵďũĞĐƚƚŽƉĂǇŵĞŶƚŽĨĂŶǇůŝĐĞŶƐĞĨĞĞŽƌƌŽǇĂůƚǇƚŽŽƚŚĞƌƐƌĞƋƵŝƌĞĚďǇƉĂƚĞŶƚƌŝŐŚƚƐŽƌ ĐŽƉǇƌŝŐŚƚƐ͘ ͘ dŽƚŚĞĨƵůůĞƐƚĞǆƚĞŶƚƉĞƌŵŝƚƚĞĚďǇ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůŝŶĚĞŵŶŝĨǇĂŶĚŚŽůĚ ŚĂƌŵůĞƐƐKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͕ĂŶĚƚŚĞŽĨĨŝĐĞƌƐ͕ĚŝƌĞĐƚŽƌƐ͕ŵĞŵďĞƌƐ͕ƉĂƌƚŶĞƌƐ͕ĞŵƉůŽǇĞĞƐ͕ ĂŐĞŶƚƐ͕ĐŽŶƐƵůƚĂŶƚƐĂŶĚƐƵďĐŽŶƚƌĂĐƚŽƌƐŽĨĞĂĐŚĂŶĚĂŶǇŽĨƚŚĞŵ͕ĨƌŽŵĂŶĚĂŐĂŝŶƐƚĂůůĐůĂŝŵƐ͕ ĐŽƐƚƐ͕ůŽƐƐĞƐ͕ĂŶĚĚĂŵĂŐĞƐ;ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĂůůĨĞĞƐĂŶĚĐŚĂƌŐĞƐŽĨĞŶŐŝŶĞĞƌƐ͕ ĂƌĐŚŝƚĞĐƚƐ͕ĂƚƚŽƌŶĞǇƐ͕ĂŶĚŽƚŚĞƌƉƌŽĨĞƐƐŝŽŶĂůƐĂŶĚĂůůĐŽƵƌƚŽƌĂƌďŝƚƌĂƚŝŽŶŽƌŽƚŚĞƌĚŝƐƉƵƚĞ ƌĞƐŽůƵƚŝŽŶĐŽƐƚƐͿĂƌŝƐŝŶŐŽƵƚŽĨŽƌƌĞůĂƚŝŶŐƚŽĂŶǇŝŶĨƌŝŶŐĞŵĞŶƚŽĨƉĂƚĞŶƚƌŝŐŚƚƐŽƌĐŽƉǇƌŝŐŚƚƐ ŝŶĐŝĚĞŶƚƚŽƚŚĞƵƐĞŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬŽƌƌĞƐƵůƚŝŶŐĨƌŽŵƚŚĞŝŶĐŽƌƉŽƌĂƚŝŽŶŝŶƚŚĞ tŽƌŬŽĨĂŶǇŝŶǀĞŶƚŝŽŶ͕ĚĞƐŝŐŶ͕ƉƌŽĐĞƐƐ͕ƉƌŽĚƵĐƚ͕ŽƌĚĞǀŝĐĞŶŽƚƐƉĞĐŝĨŝĞĚŝŶƚŚĞŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯϯŽĨϳϬ ϳ͘ϬϵWĞƌŵŝƚƐ ͘ hŶůĞƐƐŽƚŚĞƌǁŝƐĞƉƌŽǀŝĚĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůŽďƚĂŝŶĂŶĚƉĂǇĨŽƌĂůů ĐŽŶƐƚƌƵĐƚŝŽŶƉĞƌŵŝƚƐ͕ůŝĐĞŶƐĞƐ͕ĂŶĚĐĞƌƚŝĨŝĐĂƚĞƐŽĨŽĐĐƵƉĂŶĐǇ͘KǁŶĞƌƐŚĂůůĂƐƐŝƐƚŽŶƚƌĂĐƚŽƌ͕ ǁŚĞŶŶĞĐĞƐƐĂƌǇ͕ŝŶŽďƚĂŝŶŝŶŐƐƵĐŚƉĞƌŵŝƚƐĂŶĚůŝĐĞŶƐĞƐ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůƉĂǇĂůůŐŽǀĞƌŶŵĞŶƚĂů ĐŚĂƌŐĞƐĂŶĚŝŶƐƉĞĐƚŝŽŶĨĞĞƐŶĞĐĞƐƐĂƌǇĨŽƌƚŚĞƉƌŽƐĞĐƵƚŝŽŶŽĨƚŚĞtŽƌŬǁŚŝĐŚĂƌĞĂƉƉůŝĐĂďůĞ ĂƚƚŚĞƚŝŵĞŽĨƚŚĞƐƵďŵŝƐƐŝŽŶŽĨŽŶƚƌĂĐƚŽƌ͛ƐŝĚ;ŽƌǁŚĞŶŽŶƚƌĂĐƚŽƌďĞĐĂŵĞďŽƵŶĚƵŶĚĞƌĂ ŶĞŐŽƚŝĂƚĞĚ ĐŽŶƚƌĂĐƚͿ͘ KǁŶĞƌ ƐŚĂůů ƉĂǇ Ăůů ĐŚĂƌŐĞƐ ŽĨ ƵƚŝůŝƚǇ ŽǁŶĞƌƐ ĨŽƌ ĐŽŶŶĞĐƚŝŽŶƐ ĨŽƌ ƉƌŽǀŝĚŝŶŐƉĞƌŵĂŶĞŶƚƐĞƌǀŝĐĞƚŽƚŚĞtŽƌŬ͘ ϳ͘ϭϬdĂǆĞƐ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůƉĂǇĂůůƐĂůĞƐ͕ĐŽŶƐƵŵĞƌ͕ƵƐĞ͕ĂŶĚŽƚŚĞƌƐŝŵŝůĂƌƚĂǆĞƐƌĞƋƵŝƌĞĚƚŽďĞƉĂŝĚďǇ ŽŶƚƌĂĐƚŽƌŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐŽĨƚŚĞƉůĂĐĞŽĨƚŚĞWƌŽũĞĐƚǁŚŝĐŚĂƌĞ ĂƉƉůŝĐĂďůĞĚƵƌŝŶŐƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͘ ϳ͘ϭϭ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŐŝǀĞĂůůŶŽƚŝĐĞƐƌĞƋƵŝƌĞĚďǇĂŶĚƐŚĂůůĐŽŵƉůǇǁŝƚŚĂůů>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ ĂƉƉůŝĐĂďůĞƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͘EĞŝƚŚĞƌKǁŶĞƌŶŽƌŶŐŝŶĞĞƌƐŚĂůůďĞƌĞƐƉŽŶƐŝďůĞ ĨŽƌŵŽŶŝƚŽƌŝŶŐŽŶƚƌĂĐƚŽƌ͛ƐĐŽŵƉůŝĂŶĐĞǁŝƚŚĂŶǇ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐ͘ ͘ /ĨŽŶƚƌĂĐƚŽƌƉĞƌĨŽƌŵƐĂŶǇtŽƌŬŽƌƚĂŬĞƐĂŶǇŽƚŚĞƌĂĐƚŝŽŶŬŶŽǁŝŶŐŽƌŚĂǀŝŶŐƌĞĂƐŽŶƚŽŬŶŽǁ ƚŚĂƚŝƚŝƐĐŽŶƚƌĂƌǇƚŽ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞĂƌĂůůƌĞƐƵůƚŝŶŐĐŽƐƚƐĂŶĚůŽƐƐĞƐ͕ ĂŶĚ ƐŚĂůůŝŶĚĞŵŶŝĨǇĂŶĚŚŽůĚ ŚĂƌŵůĞƐƐ KǁŶĞƌ ĂŶĚ ŶŐŝŶĞĞƌ͕ ĂŶĚ ƚŚĞŽĨĨŝĐĞƌƐ͕ ĚŝƌĞĐƚŽƌƐ͕ ŵĞŵďĞƌƐ͕ƉĂƌƚŶĞƌƐ͕ĞŵƉůŽǇĞĞƐ͕ĂŐĞŶƚƐ͕ĐŽŶƐƵůƚĂŶƚƐ͕ĂŶĚƐƵďĐŽŶƚƌĂĐƚŽƌƐŽĨĞĂĐŚĂŶĚĂŶǇŽĨ ƚŚĞŵ͕ĨƌŽŵĂŶĚĂŐĂŝŶƐƚĂůůĐůĂŝŵƐ͕ĐŽƐƚƐ͕ůŽƐƐĞƐ͕ĂŶĚĚĂŵĂŐĞƐ;ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĂůů ĨĞĞƐĂŶĚĐŚĂƌŐĞƐŽĨĞŶŐŝŶĞĞƌƐ͕ĂƌĐŚŝƚĞĐƚƐ͕ĂƚƚŽƌŶĞǇƐ͕ĂŶĚŽƚŚĞƌƉƌŽĨĞƐƐŝŽŶĂůƐĂŶĚĂůůĐŽƵƌƚŽƌ ĂƌďŝƚƌĂƚŝŽŶŽƌŽƚŚĞƌĚŝƐƉƵƚĞƌĞƐŽůƵƚŝŽŶĐŽƐƚƐͿĂƌŝƐŝŶŐŽƵƚŽĨŽƌƌĞůĂƚŝŶŐƚŽƐƵĐŚtŽƌŬŽƌŽƚŚĞƌ ĂĐƚŝŽŶ͘/ƚŝƐŶŽƚŽŶƚƌĂĐƚŽƌ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚǇƚŽŵĂŬĞĐĞƌƚĂŝŶƚŚĂƚƚŚĞtŽƌŬĚĞƐĐƌŝďĞĚŝŶƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŝƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͕ďƵƚƚŚŝƐĚŽĞƐŶŽƚƌĞůŝĞǀĞ ŽŶƚƌĂĐƚŽƌŽĨŝƚƐŽďůŝŐĂƚŝŽŶƐƵŶĚĞƌWĂƌĂŐƌĂƉŚϯ͘Ϭϯ͘ ͘ KǁŶĞƌŽƌŽŶƚƌĂĐƚŽƌŵĂǇŐŝǀĞǁƌŝƚƚĞŶŶŽƚŝĐĞƚŽƚŚĞŽƚŚĞƌƉĂƌƚǇŽĨĂŶǇĐŚĂŶŐĞƐĂĨƚĞƌƚŚĞ ƐƵďŵŝƐƐŝŽŶŽĨŽŶƚƌĂĐƚŽƌ͛ƐŝĚ;ŽƌĂĨƚĞƌƚŚĞĚĂƚĞǁŚĞŶŽŶƚƌĂĐƚŽƌďĞĐĂŵĞďŽƵŶĚƵŶĚĞƌĂ ŶĞŐŽƚŝĂƚĞĚ ĐŽŶƚƌĂĐƚͿ ŝŶ >ĂǁƐ Žƌ ZĞŐƵůĂƚŝŽŶƐ ŚĂǀŝŶŐ ĂŶ ĞĨĨĞĐƚ ŽŶ ƚŚĞ ĐŽƐƚ Žƌ ƚŝŵĞ ŽĨ ƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͕ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĐŚĂŶŐĞƐŝŶ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐŚĂǀŝŶŐ ĂŶĞĨĨĞĐƚŽŶƉƌŽĐƵƌŝŶŐƉĞƌŵŝƚƐĂŶĚŽŶƐĂůĞƐ͕ƵƐĞ͕ǀĂůƵĞͲĂĚĚĞĚ͕ĐŽŶƐƵŵƉƚŝŽŶ͕ĂŶĚŽƚŚĞƌƐŝŵŝůĂƌ ƚĂǆĞƐ͘/ĨKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĂƌĞƵŶĂďůĞƚŽĂŐƌĞĞŽŶĞŶƚŝƚůĞŵĞŶƚƚŽŽƌŽŶƚŚĞĂŵŽƵŶƚŽƌ ĞǆƚĞŶƚ͕ŝĨĂŶǇ͕ŽĨĂŶǇĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐƌĞƐƵůƚŝŶŐĨƌŽŵƐƵĐŚ ĐŚĂŶŐĞƐ͕ ƚŚĞŶ ǁŝƚŚŝŶ ϯϬ ĚĂǇƐ ŽĨ ƐƵĐŚ ǁƌŝƚƚĞŶ ŶŽƚŝĐĞ ŽŶƚƌĂĐƚŽƌŵĂǇ ƐƵďŵŝƚ Ă ŚĂŶŐĞ WƌŽƉŽƐĂů͕ŽƌKǁŶĞƌŵĂǇŝŶŝƚŝĂƚĞĂůĂŝŵ͘ ϳ͘ϭϮZĞĐŽƌĚŽĐƵŵĞŶƚƐ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŵĂŝŶƚĂŝŶŝŶĂƐĂĨĞƉůĂĐĞĂƚƚŚĞ^ŝƚĞŽŶĞƉƌŝŶƚĞĚƌĞĐŽƌĚĐŽƉǇŽĨĂůůƌĂǁŝŶŐƐ͕ ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ ĚĚĞŶĚĂ͕ ŚĂŶŐĞ KƌĚĞƌƐ͕ tŽƌŬ ŚĂŶŐĞ ŝƌĞĐƚŝǀĞƐ͕ &ŝĞůĚ KƌĚĞƌƐ͕ ǁƌŝƚƚĞŶ ŝŶƚĞƌƉƌĞƚĂƚŝŽŶƐĂŶĚĐůĂƌŝĨŝĐĂƚŝŽŶƐ͕ĂŶĚĂƉƉƌŽǀĞĚ^ŚŽƉƌĂǁŝŶŐƐ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůŬĞĞƉƐƵĐŚ ƌĞĐŽƌĚ ĚŽĐƵŵĞŶƚƐ ŝŶ ŐŽŽĚ ŽƌĚĞƌ ĂŶĚ ĂŶŶŽƚĂƚĞ ƚŚĞŵ ƚŽ ƐŚŽǁ ĐŚĂŶŐĞƐ ŵĂĚĞ ĚƵƌŝŶŐ ĐŽŶƐƚƌƵĐƚŝŽŶ͘dŚĞƐĞƌĞĐŽƌĚĚŽĐƵŵĞŶƚƐ͕ƚŽŐĞƚŚĞƌǁŝƚŚĂůůĂƉƉƌŽǀĞĚ^ĂŵƉůĞƐ͕ǁŝůůďĞĂǀĂŝůĂďůĞ ƚŽŶŐŝŶĞĞƌĨŽƌƌĞĨĞƌĞŶĐĞ͘hƉŽŶĐŽŵƉůĞƚŝŽŶŽĨƚŚĞtŽƌŬ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůĚĞůŝǀĞƌƚŚĞƐĞƌĞĐŽƌĚ ĚŽĐƵŵĞŶƚƐƚŽŶŐŝŶĞĞƌ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯϰŽĨϳϬ ϳ͘ϭϯ^ĂĨĞƚǇĂŶĚWƌŽƚĞĐƚŝŽŶ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞƐŽůĞůǇƌĞƐƉŽŶƐŝďůĞĨŽƌŝŶŝƚŝĂƚŝŶŐ͕ŵĂŝŶƚĂŝŶŝŶŐ͕ĂŶĚƐƵƉĞƌǀŝƐŝŶŐĂůůƐĂĨĞƚǇ ƉƌĞĐĂƵƚŝŽŶƐĂŶĚƉƌŽŐƌĂŵƐŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƚŚĞtŽƌŬ͘^ƵĐŚƌĞƐƉŽŶƐŝďŝůŝƚǇĚŽĞƐŶŽƚƌĞůŝĞǀĞ ^ƵďĐŽŶƚƌĂĐƚŽƌƐŽĨƚŚĞŝƌƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌƚŚĞƐĂĨĞƚǇŽĨƉĞƌƐŽŶƐŽƌƉƌŽƉĞƌƚǇŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞ ŽĨƚŚĞŝƌǁŽƌŬ͕ŶŽƌĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚĂƉƉůŝĐĂďůĞƐĂĨĞƚǇ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĚĞƐŝŐŶĂƚĞĂƋƵĂůŝĨŝĞĚĂŶĚĞǆƉĞƌŝĞŶĐĞĚƐĂĨĞƚǇƌĞƉƌĞƐĞŶƚĂƚŝǀĞǁŚŽƐĞĚƵƚŝĞƐ ĂŶĚƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐĂƌĞƚŚĞƉƌĞǀĞŶƚŝŽŶŽĨtŽƌŬͲƌĞůĂƚĞĚĂĐĐŝĚĞŶƚƐĂŶĚƚŚĞŵĂŝŶƚĞŶĂŶĐĞĂŶĚ ƐƵƉĞƌǀŝƐŝŽŶŽĨƐĂĨĞƚǇƉƌĞĐĂƵƚŝŽŶƐĂŶĚƉƌŽŐƌĂŵƐ͘ ͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ƚĂŬĞ Ăůů ŶĞĐĞƐƐĂƌǇ ƉƌĞĐĂƵƚŝŽŶƐ ĨŽƌ ƚŚĞ ƐĂĨĞƚǇ ŽĨ͕ ĂŶĚ ƐŚĂůů ƉƌŽǀŝĚĞ ƚŚĞ ŶĞĐĞƐƐĂƌǇƉƌŽƚĞĐƚŝŽŶƚŽƉƌĞǀĞŶƚĚĂŵĂŐĞ͕ŝŶũƵƌǇ͕ŽƌůŽƐƐƚŽ͗ ϭ͘ ĂůůƉĞƌƐŽŶƐŽŶƚŚĞ^ŝƚĞŽƌǁŚŽŵĂǇďĞĂĨĨĞĐƚĞĚďǇƚŚĞtŽƌŬ͖ Ϯ͘ ĂůůƚŚĞtŽƌŬĂŶĚŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚƚŽďĞŝŶĐŽƌƉŽƌĂƚĞĚƚŚĞƌĞŝŶ͕ǁŚĞƚŚĞƌŝŶƐƚŽƌĂŐĞ ŽŶŽƌŽĨĨƚŚĞ^ŝƚĞ͖ĂŶĚ ϯ͘ ŽƚŚĞƌƉƌŽƉĞƌƚǇĂƚƚŚĞ^ŝƚĞŽƌĂĚũĂĐĞŶƚƚŚĞƌĞƚŽ͕ŝŶĐůƵĚŝŶŐƚƌĞĞƐ͕ƐŚƌƵďƐ͕ůĂǁŶƐ͕ǁĂůŬƐ͕ ƉĂǀĞŵĞŶƚƐ͕ƌŽĂĚǁĂǇƐ͕ƐƚƌƵĐƚƵƌĞƐ͕ŽƚŚĞƌǁŽƌŬŝŶƉƌŽŐƌĞƐƐ͕ƵƚŝůŝƚŝĞƐ͕ĂŶĚhŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚŝĞƐ ŶŽƚ ĚĞƐŝŐŶĂƚĞĚ ĨŽƌ ƌĞŵŽǀĂů͕ ƌĞůŽĐĂƚŝŽŶ͕ Žƌ ƌĞƉůĂĐĞŵĞŶƚ ŝŶ ƚŚĞ ĐŽƵƌƐĞ ŽĨ ĐŽŶƐƚƌƵĐƚŝŽŶ͘ ͘ ůůĚĂŵĂŐĞ͕ŝŶũƵƌǇ͕ŽƌůŽƐƐƚŽĂŶǇƉƌŽƉĞƌƚǇƌĞĨĞƌƌĞĚƚŽŝŶWĂƌĂŐƌĂƉŚϳ͘ϭϯ͘͘ϮŽƌϳ͘ϭϯ͘͘ϯ ĐĂƵƐĞĚ͕ĚŝƌĞĐƚůǇŽƌŝŶĚŝƌĞĐƚůǇ͕ŝŶǁŚŽůĞŽƌŝŶƉĂƌƚ͕ďǇŽŶƚƌĂĐƚŽƌ͕ĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌ͕^ƵƉƉůŝĞƌ͕ ŽƌĂŶǇŽƚŚĞƌŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇĚŝƌĞĐƚůǇŽƌŝŶĚŝƌĞĐƚůǇĞŵƉůŽǇĞĚďǇĂŶǇŽĨƚŚĞŵƚŽƉĞƌĨŽƌŵ ĂŶǇŽĨƚŚĞtŽƌŬ͕ŽƌĂŶǇŽŶĞĨŽƌǁŚŽƐĞĂĐƚƐĂŶǇŽĨƚŚĞŵŵĂǇďĞůŝĂďůĞ͕ƐŚĂůůďĞƌĞŵĞĚŝĞĚďǇ ŽŶƚƌĂĐƚŽƌĂƚŝƚƐĞǆƉĞŶƐĞ;ĞǆĐĞƉƚĚĂŵĂŐĞŽƌůŽƐƐĂƚƚƌŝďƵƚĂďůĞƚŽƚŚĞĨĂƵůƚŽĨƌĂǁŝŶŐƐŽƌ ^ƉĞĐŝĨŝĐĂƚŝŽŶƐŽƌƚŽƚŚĞĂĐƚƐŽƌŽŵŝƐƐŝŽŶƐŽĨKǁŶĞƌŽƌŶŐŝŶĞĞƌŽƌĂŶǇŽŶĞĞŵƉůŽǇĞĚďǇĂŶǇ ŽĨƚŚĞŵ͕ŽƌĂŶǇŽŶĞĨŽƌǁŚŽƐĞĂĐƚƐĂŶǇŽĨƚŚĞŵŵĂǇďĞůŝĂďůĞ͕ĂŶĚŶŽƚĂƚƚƌŝďƵƚĂďůĞ͕ĚŝƌĞĐƚůǇŽƌ ŝŶĚŝƌĞĐƚůǇ͕ŝŶǁŚŽůĞŽƌŝŶƉĂƌƚ͕ƚŽƚŚĞĨĂƵůƚŽƌŶĞŐůŝŐĞŶĐĞŽĨŽŶƚƌĂĐƚŽƌŽƌĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌ͕ ^ƵƉƉůŝĞƌ͕ŽƌŽƚŚĞƌŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇĚŝƌĞĐƚůǇŽƌŝŶĚŝƌĞĐƚůǇĞŵƉůŽǇĞĚďǇĂŶǇŽĨƚŚĞŵͿ͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĐŽŵƉůǇǁŝƚŚĂůůĂƉƉůŝĐĂďůĞ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐƌĞůĂƚŝŶŐƚŽƚŚĞƐĂĨĞƚǇŽĨ ƉĞƌƐŽŶƐŽƌƉƌŽƉĞƌƚǇ͕ŽƌƚŽƚŚĞƉƌŽƚĞĐƚŝŽŶŽĨƉĞƌƐŽŶƐŽƌƉƌŽƉĞƌƚǇĨƌŽŵĚĂŵĂŐĞ͕ŝŶũƵƌǇ͕ŽƌůŽƐƐ͖ ĂŶĚƐŚĂůůĞƌĞĐƚĂŶĚŵĂŝŶƚĂŝŶĂůůŶĞĐĞƐƐĂƌǇƐĂĨĞŐƵĂƌĚƐĨŽƌƐƵĐŚƐĂĨĞƚǇĂŶĚƉƌŽƚĞĐƚŝŽŶ͘ &͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚŝĨǇKǁŶĞƌ͖ƚŚĞŽǁŶĞƌƐŽĨĂĚũĂĐĞŶƚƉƌŽƉĞƌƚǇ͖ƚŚĞŽǁŶĞƌƐŽĨhŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚŝĞƐĂŶĚŽƚŚĞƌƵƚŝůŝƚŝĞƐ;ŝĨƚŚĞŝĚĞŶƚŝƚǇŽĨƐƵĐŚŽǁŶĞƌƐŝƐŬŶŽǁŶƚŽŽŶƚƌĂĐƚŽƌͿ͖ĂŶĚŽƚŚĞƌ ĐŽŶƚƌĂĐƚŽƌƐĂŶĚƵƚŝůŝƚǇŽǁŶĞƌƐƉĞƌĨŽƌŵŝŶŐǁŽƌŬĂƚŽƌĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞ͕ŝŶǁƌŝƚŝŶŐ͕ǁŚĞŶ ŽŶƚƌĂĐƚŽƌŬŶŽǁƐƚŚĂƚƉƌŽƐĞĐƵƚŝŽŶŽĨƚŚĞtŽƌŬŵĂǇĂĨĨĞĐƚƚŚĞŵ͕ĂŶĚƐŚĂůůĐŽŽƉĞƌĂƚĞǁŝƚŚ ƚŚĞŵŝŶƚŚĞƉƌŽƚĞĐƚŝŽŶ͕ƌĞŵŽǀĂů͕ƌĞůŽĐĂƚŝŽŶ͕ĂŶĚƌĞƉůĂĐĞŵĞŶƚŽĨƚŚĞŝƌƉƌŽƉĞƌƚǇŽƌǁŽƌŬŝŶ ƉƌŽŐƌĞƐƐ͘ '͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞĂƉƉůŝĐĂďůĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨKǁŶĞƌ͛ƐƐĂĨĞƚǇƉƌŽŐƌĂŵƐ͕ŝĨĂŶǇ͘ ŶǇKǁŶĞƌ͛ƐƐĂĨĞƚǇƉƌŽŐƌĂŵƐƚŚĂƚĂƌĞĂƉƉůŝĐĂďůĞƚŽƚŚĞtŽƌŬĂƌĞŝĚĞŶƚŝĨŝĞĚŽƌŝŶĐůƵĚĞĚŝŶƚŚĞ ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽƌ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͘ ,͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŝŶĨŽƌŵKǁŶĞƌĂŶĚŶŐŝŶĞĞƌŽĨƚŚĞƐƉĞĐŝĨŝĐƌĞƋƵŝƌĞŵĞŶƚƐŽĨŽŶƚƌĂĐƚŽƌ͛Ɛ ƐĂĨĞƚǇƉƌŽŐƌĂŵǁŝƚŚǁŚŝĐŚKǁŶĞƌ͛ƐĂŶĚŶŐŝŶĞĞƌ͛ƐĞŵƉůŽǇĞĞƐĂŶĚƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐŵƵƐƚ ĐŽŵƉůǇǁŚŝůĞĂƚƚŚĞ^ŝƚĞ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯϱŽĨϳϬ /͘ ŽŶƚƌĂĐƚŽƌ͛ƐĚƵƚŝĞƐĂŶĚƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐĨŽƌƐĂĨĞƚǇĂŶĚƉƌŽƚĞĐƚŝŽŶǁŝůůĐŽŶƚŝŶƵĞƵŶƚŝůĂůůƚŚĞ tŽƌŬ ŝƐ ĐŽŵƉůĞƚĞĚ͕ ŶŐŝŶĞĞƌ ŚĂƐ ŝƐƐƵĞĚ Ă ǁƌŝƚƚĞŶ ŶŽƚŝĐĞ ƚŽ KǁŶĞƌ ĂŶĚ ŽŶƚƌĂĐƚŽƌ ŝŶ ĂĐĐŽƌĚĂŶĐĞǁŝƚŚWĂƌĂŐƌĂƉŚϭϱ͘Ϭϲ͘ƚŚĂƚƚŚĞtŽƌŬŝƐĂĐĐĞƉƚĂďůĞ͕ĂŶĚŽŶƚƌĂĐƚŽƌŚĂƐůĞĨƚƚŚĞ ^ŝƚĞ;ĞǆĐĞƉƚĂƐŽƚŚĞƌǁŝƐĞĞǆƉƌĞƐƐůǇƉƌŽǀŝĚĞĚŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶͿ͘ :͘ ŽŶƚƌĂĐƚŽƌ͛Ɛ ĚƵƚŝĞƐ ĂŶĚ ƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐ ĨŽƌ ƐĂĨĞƚǇ ĂŶĚ ƉƌŽƚĞĐƚŝŽŶ ǁŝůů ƌĞƐƵŵĞ ǁŚĞŶĞǀĞƌ ŽŶƚƌĂĐƚŽƌŽƌĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌŽƌ^ƵƉƉůŝĞƌƌĞƚƵƌŶƐƚŽƚŚĞ^ŝƚĞƚŽĨƵůĨŝůůǁĂƌƌĂŶƚǇŽƌĐŽƌƌĞĐƚŝŽŶ ŽďůŝŐĂƚŝŽŶƐ͕ŽƌƚŽĐŽŶĚƵĐƚŽƚŚĞƌƚĂƐŬƐĂƌŝƐŝŶŐĨƌŽŵƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ϳ͘ϭϰ,ĂǌĂƌĚŽŵŵƵŶŝĐĂƚŝŽŶWƌŽŐƌĂŵƐ ͘ 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ŶŐŝŶĞĞƌŽƌĂŶǇƉĂǇŵĞŶƚ ƌĞůĂƚĞĚƚŚĞƌĞƚŽďǇKǁŶĞƌ͖ ϰ͘ hƐĞŽƌŽĐĐƵƉĂŶĐǇŽĨƚŚĞtŽƌŬŽƌĂŶǇƉĂƌƚƚŚĞƌĞŽĨďǇKǁŶĞƌ͖ ϱ͘ ŶǇƌĞǀŝĞǁĂŶĚĂƉƉƌŽǀĂůŽĨĂ^ŚŽƉƌĂǁŝŶŐŽƌ^ĂŵƉůĞƐƵďŵŝƚƚĂů͖ ϲ͘ dŚĞŝƐƐƵĂŶĐĞŽĨĂŶŽƚŝĐĞŽĨĂĐĐĞƉƚĂďŝůŝƚǇďǇŶŐŝŶĞĞƌ͖ ϳ͘ dŚĞĞŶĚŽĨƚŚĞĐŽƌƌĞĐƚŝŽŶƉĞƌŝŽĚĞƐƚĂďůŝƐŚĞĚŝŶWĂƌĂŐƌĂƉŚϭϱ͘Ϭϴ͖ ϴ͘ ŶǇŝŶƐƉĞĐƚŝŽŶ͕ƚĞƐƚ͕ŽƌĂƉƉƌŽǀĂůďǇŽƚŚĞƌƐ͖Žƌ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯϵŽĨϳϬ ϵ͘ ŶǇĐŽƌƌĞĐƚŝŽŶŽĨĚĞĨĞĐƚŝǀĞtŽƌŬďǇKǁŶĞƌ͘ ͘ /ĨƚŚĞŽŶƚƌĂĐƚƌĞƋƵŝƌĞƐƚŚĞŽŶƚƌĂĐƚŽƌƚŽĂĐĐĞƉƚƚŚĞĂƐƐŝŐŶŵĞŶƚŽĨĂĐŽŶƚƌĂĐƚĞŶƚĞƌĞĚŝŶƚŽďǇ KǁŶĞƌ͕ƚŚĞŶƚŚĞƐƉĞĐŝĨŝĐǁĂƌƌĂŶƚŝĞƐ͕ŐƵĂƌĂŶƚĞĞƐ͕ĂŶĚĐŽƌƌĞĐƚŝŽŶŽďůŝŐĂƚŝŽŶƐĐŽŶƚĂŝŶĞĚŝŶƚŚĞ ĂƐƐŝŐŶĞĚĐŽŶƚƌĂĐƚǁŝůůŐŽǀĞƌŶǁŝƚŚƌĞƐƉĞĐƚƚŽŽŶƚƌĂĐƚŽƌ͛ƐƉĞƌĨŽƌŵĂŶĐĞŽďůŝŐĂƚŝŽŶƐƚŽKǁŶĞƌ ĨŽƌƚŚĞtŽƌŬĚĞƐĐƌŝďĞĚŝŶƚŚĞĂƐƐŝŐŶĞĚĐŽŶƚƌĂĐƚ͘ ϳ͘ϭϴ/ŶĚĞŵŶŝĨŝĐĂƚŝŽŶ ͘ dŽ ƚŚĞ ĨƵůůĞƐƚ ĞǆƚĞŶƚ ƉĞƌŵŝƚƚĞĚ ďǇ >ĂǁƐ ĂŶĚ ZĞŐƵůĂƚŝŽŶƐ͕ ĂŶĚ ŝŶ ĂĚĚŝƚŝŽŶ ƚŽ ĂŶǇ ŽƚŚĞƌ 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ĂƌďŝƚƌĂƚŝŽŶŽƌŽƚŚĞƌĚŝƐƉƵƚĞƌĞƐŽůƵƚŝŽŶĐŽƐƚƐͿĂƌŝƐŝŶŐŽƵƚŽĨŽƌƌĞůĂƚŝŶŐƚŽƐƵĐŚĚĂŵĂŐĞ͕ĚĞůĂǇ͕ ĚŝƐƌƵƉƚŝŽŶ͕ŽƌŝŶƚĞƌĨĞƌĞŶĐĞ͘ Zd/>ϵͶKtEZ͛^Z^WKE^//>/d/^ ϵ͘ϬϭŽŵŵƵŶŝĐĂƚŝŽŶƐƚŽŽŶƚƌĂĐƚŽƌ ͘ ǆĐĞƉƚ ĂƐ ŽƚŚĞƌǁŝƐĞ ƉƌŽǀŝĚĞĚ ŝŶ ƚŚĞƐĞ 'ĞŶĞƌĂů ŽŶĚŝƚŝŽŶƐ͕ KǁŶĞƌ ƐŚĂůů ŝƐƐƵĞ Ăůů ĐŽŵŵƵŶŝĐĂƚŝŽŶƐƚŽŽŶƚƌĂĐƚŽƌƚŚƌŽƵŐŚŶŐŝŶĞĞƌ͘ ϵ͘ϬϮZĞƉůĂĐĞŵĞŶƚŽĨŶŐŝŶĞĞƌ ͘ KǁŶĞƌŵĂǇĂƚŝƚƐĚŝƐĐƌĞƚŝŽŶĂƉƉŽŝŶƚĂŶĞŶŐŝŶĞĞƌƚŽƌĞƉůĂĐĞŶŐŝŶĞĞƌ͕ƉƌŽǀŝĚĞĚŽŶƚƌĂĐƚŽƌ ŵĂŬĞƐŶŽƌĞĂƐŽŶĂďůĞŽďũĞĐƚŝŽŶƚŽƚŚĞƌĞƉůĂĐĞŵĞŶƚĞŶŐŝŶĞĞƌ͘dŚĞƌĞƉůĂĐĞŵĞŶƚĞŶŐŝŶĞĞƌ͛Ɛ ƐƚĂƚƵƐƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐǁŝůůďĞƚŚĂƚŽĨƚŚĞĨŽƌŵĞƌŶŐŝŶĞĞƌ͘ ϵ͘Ϭϯ&ƵƌŶŝƐŚĂƚĂ ͘ KǁŶĞƌƐŚĂůůƉƌŽŵƉƚůǇĨƵƌŶŝƐŚƚŚĞĚĂƚĂƌĞƋƵŝƌĞĚŽĨKǁŶĞƌƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ϵ͘ϬϰWĂǇtŚĞŶƵĞ ͘ KǁŶĞƌƐŚĂůůŵĂŬĞƉĂǇŵĞŶƚƐƚŽŽŶƚƌĂĐƚŽƌǁŚĞŶƚŚĞǇĂƌĞĚƵĞĂƐƉƌŽǀŝĚĞĚŝŶƚŚĞŐƌĞĞŵĞŶƚ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰϯŽĨϳϬ ϵ͘Ϭϱ>ĂŶĚƐĂŶĚĂƐĞŵĞŶƚƐ͖ZĞƉŽƌƚƐ͕dĞƐƚƐ͕ĂŶĚƌĂǁŝŶŐƐ ͘ KǁŶĞƌ͛ƐĚƵƚŝĞƐǁŝƚŚƌĞƐƉĞĐƚƚŽƉƌŽǀŝĚŝŶŐůĂŶĚƐĂŶĚĞĂƐĞŵĞŶƚƐĂƌĞƐĞƚĨŽƌƚŚŝŶWĂƌĂŐƌĂƉŚϱ͘Ϭϭ͘ ͘ KǁŶĞƌ͛ƐĚƵƚŝĞƐǁŝƚŚƌĞƐƉĞĐƚƚŽƉƌŽǀŝĚŝŶŐĞŶŐŝŶĞĞƌŝŶŐƐƵƌǀĞǇƐƚŽĞƐƚĂďůŝƐŚƌĞĨĞƌĞŶĐĞƉŽŝŶƚƐ ĂƌĞƐĞƚĨŽƌƚŚŝŶWĂƌĂŐƌĂƉŚϰ͘Ϭϯ͘ ͘ ƌƚŝĐůĞϱƌĞĨĞƌƐƚŽKǁŶĞƌ͛ƐŝĚĞŶƚŝĨǇŝŶŐĂŶĚŵĂŬŝŶŐĂǀĂŝůĂďůĞƚŽŽŶƚƌĂĐƚŽƌĐŽƉŝĞƐŽĨƌĞƉŽƌƚƐŽĨ ĞǆƉůŽƌĂƚŝŽŶƐĂŶĚƚĞƐƚƐŽĨĐŽŶĚŝƚŝŽŶƐĂƚƚŚĞ^ŝƚĞ͕ĂŶĚĚƌĂǁŝŶŐƐŽĨƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶƐƌĞůĂƚŝŶŐ ƚŽĞǆŝƐƚŝŶŐƐƵƌĨĂĐĞŽƌƐƵďƐƵƌĨĂĐĞƐƚƌƵĐƚƵƌĞƐĂƚƚŚĞ^ŝƚĞ͘ ϵ͘Ϭϲ/ŶƐƵƌĂŶĐĞ ͘ KǁŶĞƌ͛Ɛ ƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐ͕ ŝĨĂŶǇ͕ǁŝƚŚ ƌĞƐƉĞĐƚ ƚŽƉƵƌĐŚĂƐŝŶŐ ĂŶĚ ŵĂŝŶƚĂŝŶŝŶŐůŝĂďŝůŝƚǇĂŶĚ ƉƌŽƉĞƌƚǇŝŶƐƵƌĂŶĐĞĂƌĞƐĞƚĨŽƌƚŚŝŶƌƚŝĐůĞϲ͘ ϵ͘ϬϳŚĂŶŐĞKƌĚĞƌƐ ͘ KǁŶĞƌ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐǁŝƚŚƌĞƐƉĞĐƚƚŽŚĂŶŐĞKƌĚĞƌƐĂƌĞƐĞƚĨŽƌƚŚŝŶƌƚŝĐůĞϭϭ͘ ϵ͘Ϭϴ/ŶƐƉĞĐƚŝŽŶƐ͕dĞƐƚƐ͕ĂŶĚƉƉƌŽǀĂůƐ ͘ KǁŶĞƌ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚǇǁŝƚŚƌĞƐƉĞĐƚƚŽĐĞƌƚĂŝŶŝŶƐƉĞĐƚŝŽŶƐ͕ƚĞƐƚƐ͕ĂŶĚĂƉƉƌŽǀĂůƐŝƐƐĞƚĨŽƌƚŚŝŶ WĂƌĂŐƌĂƉŚϭϰ͘ϬϮ͘͘ ϵ͘Ϭϵ>ŝŵŝƚĂƚŝŽŶƐŽŶKǁŶĞƌ͛ƐZĞƐƉŽŶƐŝďŝůŝƚŝĞƐ ͘ dŚĞKǁŶĞƌƐŚĂůůŶŽƚƐƵƉĞƌǀŝƐĞ͕ĚŝƌĞĐƚ͕ŽƌŚĂǀĞĐŽŶƚƌŽůŽƌĂƵƚŚŽƌŝƚǇŽǀĞƌ͕ŶŽƌďĞƌĞƐƉŽŶƐŝďůĞ ĨŽƌ͕ŽŶƚƌĂĐƚŽƌ͛ƐŵĞĂŶƐ͕ŵĞƚŚŽĚƐ͕ƚĞĐŚŶŝƋƵĞƐ͕ƐĞƋƵĞŶĐĞƐ͕ŽƌƉƌŽĐĞĚƵƌĞƐŽĨĐŽŶƐƚƌƵĐƚŝŽŶ͕Žƌ ƚŚĞƐĂĨĞƚǇƉƌĞĐĂƵƚŝŽŶƐĂŶĚƉƌŽŐƌĂŵƐŝŶĐŝĚĞŶƚƚŚĞƌĞƚŽ͕ŽƌĨŽƌĂŶǇĨĂŝůƵƌĞŽĨŽŶƚƌĂĐƚŽƌƚŽ ĐŽŵƉůǇǁŝƚŚ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐĂƉƉůŝĐĂďůĞƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͘KǁŶĞƌǁŝůůŶŽƚ ďĞƌĞƐƉŽŶƐŝďůĞĨŽƌŽŶƚƌĂĐƚŽƌ͛ƐĨĂŝůƵƌĞƚŽƉĞƌĨŽƌŵƚŚĞtŽƌŬŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͘ ϵ͘ϭϬhŶĚŝƐĐůŽƐĞĚ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶ ͘ KǁŶĞƌ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚǇŝŶƌĞƐƉĞĐƚƚŽĂŶƵŶĚŝƐĐůŽƐĞĚ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶŝƐƐĞƚ ĨŽƌƚŚŝŶWĂƌĂŐƌĂƉŚϱ͘Ϭϲ͘ ϵ͘ϭϭǀŝĚĞŶĐĞŽĨ&ŝŶĂŶĐŝĂůƌƌĂŶŐĞŵĞŶƚƐ ͘ hƉŽŶ ƌĞƋƵĞƐƚ ŽĨ ŽŶƚƌĂĐƚŽƌ͕ KǁŶĞƌ ƐŚĂůů ĨƵƌŶŝƐŚ ŽŶƚƌĂĐƚŽƌ ƌĞĂƐŽŶĂďůĞ ĞǀŝĚĞŶĐĞ ƚŚĂƚ ĨŝŶĂŶĐŝĂůĂƌƌĂŶŐĞŵĞŶƚƐŚĂǀĞďĞĞŶŵĂĚĞƚŽƐĂƚŝƐĨǇKǁŶĞƌ͛ƐŽďůŝŐĂƚŝŽŶƐƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚ ;ŝŶĐůƵĚŝŶŐŽďůŝŐĂƚŝŽŶƐƵŶĚĞƌƉƌŽƉŽƐĞĚĐŚĂŶŐĞƐŝŶƚŚĞtŽƌŬͿ͘ ϵ͘ϭϮ^ĂĨĞƚǇWƌŽŐƌĂŵƐ ͘ tŚŝůĞĂƚƚŚĞ^ŝƚĞ͕KǁŶĞƌ͛ƐĞŵƉůŽǇĞĞƐĂŶĚƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞƐƉĞĐŝĨŝĐ ĂƉƉůŝĐĂďůĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨŽŶƚƌĂĐƚŽƌ͛ƐƐĂĨĞƚǇƉƌŽŐƌĂŵƐŽĨǁŚŝĐŚKǁŶĞƌŚĂƐďĞĞŶŝŶĨŽƌŵĞĚ͘ ͘ KǁŶĞƌƐŚĂůůĨƵƌŶŝƐŚĐŽƉŝĞƐŽĨĂŶǇĂƉƉůŝĐĂďůĞKǁŶĞƌƐĂĨĞƚǇƉƌŽŐƌĂŵƐƚŽŽŶƚƌĂĐƚŽƌ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰϰŽĨϳϬ Zd/>ϭϬͶE'/EZ͛^^ddh^hZ/E'KE^dZhd/KE ϭϬ͘ϬϭKǁŶĞƌ͛ƐZĞƉƌĞƐĞŶƚĂƚŝǀĞ ͘ ŶŐŝŶĞĞƌ ǁŝůů ďĞ KǁŶĞƌ͛ƐƌĞƉƌĞƐĞŶƚĂƚŝǀĞ ĚƵƌŝŶŐ ƚŚĞ ĐŽŶƐƚƌƵĐƚŝŽŶ ƉĞƌŝŽĚ͘dŚĞ ĚƵƚŝĞƐ ĂŶĚ ƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐĂŶĚƚŚĞůŝŵŝƚĂƚŝŽŶƐŽĨĂƵƚŚŽƌŝƚǇŽĨŶŐŝŶĞĞƌĂƐKǁŶĞƌ͛ƐƌĞƉƌĞƐĞŶƚĂƚŝǀĞĚƵƌŝŶŐ ĐŽŶƐƚƌƵĐƚŝŽŶĂƌĞƐĞƚĨŽƌƚŚŝŶƚŚĞŽŶƚƌĂĐƚ͘ ϭϬ͘ϬϮsŝƐŝƚƐƚŽ^ŝƚĞ ͘ ŶŐŝŶĞĞƌ ǁŝůů ŵĂŬĞ ǀŝƐŝƚƐ ƚŽ ƚŚĞ ^ŝƚĞ Ăƚ ŝŶƚĞƌǀĂůƐ ĂƉƉƌŽƉƌŝĂƚĞ ƚŽ ƚŚĞ ǀĂƌŝŽƵƐ ƐƚĂŐĞƐ ŽĨ ĐŽŶƐƚƌƵĐƚŝŽŶ ĂƐ ŶŐŝŶĞĞƌ ĚĞĞŵƐ ŶĞĐĞƐƐĂƌǇ ŝŶ ŽƌĚĞƌ ƚŽ ŽďƐĞƌǀĞ͕ ĂƐ ĂŶ ĞǆƉĞƌŝĞŶĐĞĚ ĂŶĚ ƋƵĂůŝĨŝĞĚĚĞƐŝŐŶƉƌŽĨĞƐƐŝŽŶĂů͕ƚŚĞƉƌŽŐƌĞƐƐƚŚĂƚŚĂƐďĞĞŶŵĂĚĞĂŶĚƚŚĞƋƵĂůŝƚǇŽĨƚŚĞǀĂƌŝŽƵƐ ĂƐƉĞĐƚƐŽĨŽŶƚƌĂĐƚŽƌ͛ƐĞǆĞĐƵƚĞĚtŽƌŬ͘ĂƐĞĚŽŶŝŶĨŽƌŵĂƚŝŽŶŽďƚĂŝŶĞĚĚƵƌŝŶŐƐƵĐŚǀŝƐŝƚƐĂŶĚ ŽďƐĞƌǀĂƚŝŽŶƐ͕ŶŐŝŶĞĞƌ͕ĨŽƌƚŚĞďĞŶĞĨŝƚŽĨKǁŶĞƌ͕ǁŝůůĚĞƚĞƌŵŝŶĞ͕ŝŶŐĞŶĞƌĂů͕ŝĨƚŚĞtŽƌŬŝƐ ƉƌŽĐĞĞĚŝŶŐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ŶŐŝŶĞĞƌǁŝůůŶŽƚďĞƌĞƋƵŝƌĞĚƚŽ ŵĂŬĞĞǆŚĂƵƐƚŝǀĞŽƌĐŽŶƚŝŶƵŽƵƐŝŶƐƉĞĐƚŝŽŶƐŽŶƚŚĞ^ŝƚĞƚŽĐŚĞĐŬƚŚĞƋƵĂůŝƚǇŽƌƋƵĂŶƚŝƚǇŽĨƚŚĞ 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ZĞƉƌĞƐĞŶƚĂƚŝǀĞƚŽƌĞƉƌĞƐĞŶƚŶŐŝŶĞĞƌĂƚƚŚĞ^ŝƚĞĂŶĚĂƐƐŝƐƚŶŐŝŶĞĞƌŝŶŽďƐĞƌǀŝŶŐƚŚĞƉƌŽŐƌĞƐƐ ĂŶĚƋƵĂůŝƚǇŽĨƚŚĞtŽƌŬ͕ƚŚĞŶƚŚĞĂƵƚŚŽƌŝƚǇĂŶĚƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐŽĨĂŶǇƐƵĐŚZĞƐŝĚĞŶƚWƌŽũĞĐƚ ZĞƉƌĞƐĞŶƚĂƚŝǀĞǁŝůůďĞĂƐƉƌŽǀŝĚĞĚŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐ͕ĂŶĚůŝŵŝƚĂƚŝŽŶƐŽŶƚŚĞ ƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐ ƚŚĞƌĞŽĨ ǁŝůů ďĞ ĂƐ ƉƌŽǀŝĚĞĚ ŝŶ ƚŚĞ ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐ ĂŶĚ ŝŶ WĂƌĂŐƌĂƉŚϭϬ͘Ϭϳ͘ ͘ /Ĩ KǁŶĞƌ ĚĞƐŝŐŶĂƚĞƐ ĂŶ ŝŶĚŝǀŝĚƵĂů Žƌ ĞŶƚŝƚǇ ǁŚŽ ŝƐ ŶŽƚ ŶŐŝŶĞĞƌ͛Ɛ ĐŽŶƐƵůƚĂŶƚ͕ ĂŐĞŶƚ͕ Žƌ ĞŵƉůŽǇĞĞƚŽƌĞƉƌĞƐĞŶƚKǁŶĞƌĂƚƚŚĞ^ŝƚĞ͕ƚŚĞŶƚŚĞƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐĂŶĚĂƵƚŚŽƌŝƚǇŽĨƐƵĐŚ ŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇǁŝůůďĞĂƐƉƌŽǀŝĚĞĚŝŶƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐ͘ ϭϬ͘ϬϰŶŐŝŶĞĞƌ͛ƐƵƚŚŽƌŝƚǇ ͘ ŶŐŝŶĞĞƌŚĂƐƚŚĞĂƵƚŚŽƌŝƚǇƚŽƌĞũĞĐƚtŽƌŬŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƌƚŝĐůĞϭϰ͘ ͘ ŶŐŝŶĞĞƌ͛ƐĂƵƚŚŽƌŝƚǇĂƐƚŽ^ƵďŵŝƚƚĂůƐŝƐƐĞƚĨŽƌƚŚŝŶWĂƌĂŐƌĂƉŚϳ͘ϭϲ͘ ͘ ŶŐŝŶĞĞƌ͛ƐĂƵƚŚŽƌŝƚǇĂƐƚŽĚĞƐŝŐŶĚƌĂǁŝŶŐƐ͕ĐĂůĐƵůĂƚŝŽŶƐ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ĐĞƌƚŝĨŝĐĂƚŝŽŶƐĂŶĚ ŽƚŚĞƌ^ƵďŵŝƚƚĂůƐĨƌŽŵŽŶƚƌĂĐƚŽƌŝŶƌĞƐƉŽŶƐĞƚŽKǁŶĞƌ͛ƐĚĞůĞŐĂƚŝŽŶ;ŝĨĂŶǇͿƚŽŽŶƚƌĂĐƚŽƌŽĨ ƉƌŽĨĞƐƐŝŽŶĂůĚĞƐŝŐŶƐĞƌǀŝĐĞƐ͕ŝƐƐĞƚĨŽƌƚŚŝŶWĂƌĂŐƌĂƉŚϳ͘ϭϵ͘ ͘ ŶŐŝŶĞĞƌ͛ƐĂƵƚŚŽƌŝƚǇĂƐƚŽĐŚĂŶŐĞƐŝŶƚŚĞtŽƌŬŝƐƐĞƚĨŽƌƚŚŝŶƌƚŝĐůĞϭϭ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰϱŽĨϳϬ ͘ ŶŐŝŶĞĞƌ͛ƐĂƵƚŚŽƌŝƚǇĂƐƚŽƉƉůŝĐĂƚŝŽŶƐĨŽƌWĂǇŵĞŶƚŝƐƐĞƚĨŽƌƚŚŝŶƌƚŝĐůĞϭϱ͘ ϭϬ͘ϬϱĞƚĞƌŵŝŶĂƚŝŽŶƐĨŽƌhŶŝƚWƌŝĐĞtŽƌŬ ͘ ŶŐŝŶĞĞƌǁŝůůĚĞƚĞƌŵŝŶĞƚŚĞĂĐƚƵĂůƋƵĂŶƚŝƚŝĞƐĂŶĚĐůĂƐƐŝĨŝĐĂƚŝŽŶƐŽĨhŶŝƚWƌŝĐĞtŽƌŬƉĞƌĨŽƌŵĞĚ ďǇŽŶƚƌĂĐƚŽƌĂƐƐĞƚĨŽƌƚŚŝŶWĂƌĂŐƌĂƉŚϭϯ͘Ϭϯ͘ ϭϬ͘ϬϲĞĐŝƐŝŽŶƐŽŶZĞƋƵŝƌĞŵĞŶƚƐŽĨŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂŶĚĐĐĞƉƚĂďŝůŝƚǇŽĨtŽƌŬ ͘ ŶŐŝŶĞĞƌǁŝůůƌĞŶĚĞƌĚĞĐŝƐŝŽŶƐƌĞŐĂƌĚŝŶŐƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ĂŶĚ ũƵĚŐĞƚŚĞĂĐĐĞƉƚĂďŝůŝƚǇŽĨƚŚĞtŽƌŬ͕ƉƵƌƐƵĂŶƚƚŽƚŚĞƐƉĞĐŝĨŝĐƉƌŽĐĞĚƵƌĞƐƐĞƚĨŽƌƚŚŚĞƌĞŝŶĨŽƌ ŝŶŝƚŝĂůŝŶƚĞƌƉƌĞƚĂƚŝŽŶƐ͕ŚĂŶŐĞWƌŽƉŽƐĂůƐ͕ĂŶĚĂĐĐĞƉƚĂŶĐĞŽĨƚŚĞtŽƌŬ͘/ŶƌĞŶĚĞƌŝŶŐƐƵĐŚ ĚĞĐŝƐŝŽŶƐĂŶĚũƵĚŐŵĞŶƚƐ͕ŶŐŝŶĞĞƌǁŝůůŶŽƚƐŚŽǁƉĂƌƚŝĂůŝƚǇƚŽKǁŶĞƌŽƌŽŶƚƌĂĐƚŽƌ͕ĂŶĚǁŝůů ŶŽƚ ďĞ ůŝĂďůĞ ƚŽ KǁŶĞƌ͕ ŽŶƚƌĂĐƚŽƌ͕ Žƌ ŽƚŚĞƌƐ ŝŶ ĐŽŶŶĞĐƚŝŽŶ ǁŝƚŚ ĂŶǇ ƉƌŽĐĞĞĚŝŶŐƐ͕ ŝŶƚĞƌƉƌĞƚĂƚŝŽŶƐ͕ĚĞĐŝƐŝŽŶƐ͕ŽƌũƵĚŐŵĞŶƚƐĐŽŶĚƵĐƚĞĚŽƌƌĞŶĚĞƌĞĚŝŶŐŽŽĚĨĂŝƚŚ͘ ϭϬ͘Ϭϳ>ŝŵŝƚĂƚŝŽŶƐŽŶŶŐŝŶĞĞƌ͛ƐƵƚŚŽƌŝƚǇĂŶĚZĞƐƉŽŶƐŝďŝůŝƚŝĞƐ ͘ EĞŝƚŚĞƌ ŶŐŝŶĞĞƌ͛Ɛ ĂƵƚŚŽƌŝƚǇ Žƌ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ƵŶĚĞƌ ƚŚŝƐ ƌƚŝĐůĞϭϬ Žƌ ƵŶĚĞƌ ĂŶǇ ŽƚŚĞƌ ƉƌŽǀŝƐŝŽŶŽĨƚŚĞŽŶƚƌĂĐƚ͕ŶŽƌĂŶǇĚĞĐŝƐŝŽŶŵĂĚĞďǇŶŐŝŶĞĞƌŝŶŐŽŽĚĨĂŝƚŚĞŝƚŚĞƌƚŽĞǆĞƌĐŝƐĞ ŽƌŶŽƚĞǆĞƌĐŝƐĞƐƵĐŚĂƵƚŚŽƌŝƚǇŽƌƌĞƐƉŽŶƐŝďŝůŝƚǇŽƌƚŚĞƵŶĚĞƌƚĂŬŝŶŐ͕ĞǆĞƌĐŝƐĞ͕ŽƌƉĞƌĨŽƌŵĂŶĐĞ ŽĨĂŶǇĂƵƚŚŽƌŝƚǇŽƌƌĞƐƉŽŶƐŝďŝůŝƚǇďǇŶŐŝŶĞĞƌ͕ǁŝůůĐƌĞĂƚĞ͕ŝŵƉŽƐĞ͕ŽƌŐŝǀĞƌŝƐĞƚŽĂŶǇĚƵƚǇŝŶ ĐŽŶƚƌĂĐƚ͕ƚŽƌƚ͕ŽƌŽƚŚĞƌǁŝƐĞŽǁĞĚďǇŶŐŝŶĞĞƌƚŽŽŶƚƌĂĐƚŽƌ͕ĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌ͕ĂŶǇ^ƵƉƉůŝĞƌ͕ ĂŶǇŽƚŚĞƌŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇ͕ŽƌƚŽĂŶǇƐƵƌĞƚǇĨŽƌŽƌĞŵƉůŽǇĞĞŽƌĂŐĞŶƚŽĨĂŶǇŽĨƚŚĞŵ͘ ͘ ŶŐŝŶĞĞƌǁŝůůŶŽƚƐƵƉĞƌǀŝƐĞ͕ĚŝƌĞĐƚ͕ĐŽŶƚƌŽů͕ŽƌŚĂǀĞĂƵƚŚŽƌŝƚǇŽǀĞƌŽƌďĞƌĞƐƉŽŶƐŝďůĞĨŽƌ ŽŶƚƌĂĐƚŽƌ͛ƐŵĞĂŶƐ͕ŵĞƚŚŽĚƐ͕ƚĞĐŚŶŝƋƵĞƐ͕ƐĞƋƵĞŶĐĞƐ͕ŽƌƉƌŽĐĞĚƵƌĞƐŽĨĐŽŶƐƚƌƵĐƚŝŽŶ͕ŽƌƚŚĞ ƐĂĨĞƚǇƉƌĞĐĂƵƚŝŽŶƐĂŶĚƉƌŽŐƌĂŵƐŝŶĐŝĚĞŶƚƚŚĞƌĞƚŽ͕ŽƌĨŽƌĂŶǇĨĂŝůƵƌĞŽĨŽŶƚƌĂĐƚŽƌƚŽĐŽŵƉůǇ ǁŝƚŚ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐĂƉƉůŝĐĂďůĞƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͘ŶŐŝŶĞĞƌǁŝůůŶŽƚďĞ ƌĞƐƉŽŶƐŝďůĞĨŽƌŽŶƚƌĂĐƚŽƌ͛ƐĨĂŝůƵƌĞƚŽƉĞƌĨŽƌŵƚŚĞtŽƌŬŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͘ ͘ ŶŐŝŶĞĞƌ ǁŝůů ŶŽƚ ďĞ ƌĞƐƉŽŶƐŝďůĞ ĨŽƌ ƚŚĞ ĂĐƚƐ Žƌ ŽŵŝƐƐŝŽŶƐ ŽĨ ŽŶƚƌĂĐƚŽƌ Žƌ ŽĨ ĂŶǇ ^ƵďĐŽŶƚƌĂĐƚŽƌ͕ĂŶǇ^ƵƉƉůŝĞƌ͕ŽƌŽĨĂŶǇŽƚŚĞƌŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇƉĞƌĨŽƌŵŝŶŐĂŶǇŽĨƚŚĞtŽƌŬ͘ ͘ ŶŐŝŶĞĞƌ͛ƐƌĞǀŝĞǁŽĨƚŚĞĨŝŶĂůƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚĂŶĚĂĐĐŽŵƉĂŶǇŝŶŐĚŽĐƵŵĞŶƚĂƚŝŽŶ͕ĂŶĚ ĂůůŵĂŝŶƚĞŶĂŶĐĞĂŶĚ ŽƉĞƌĂƚŝŶŐŝŶƐƚƌƵĐƚŝŽŶƐ͕ ƐĐŚĞĚƵůĞƐ͕ ŐƵĂƌĂŶƚĞĞƐ͕ ďŽŶĚƐ͕ĐĞƌƚŝĨŝĐĂƚĞƐŽĨ ŝŶƐƉĞĐƚŝŽŶ͕ ƚĞƐƚƐ ĂŶĚ ĂƉƉƌŽǀĂůƐ͕ ĂŶĚ ŽƚŚĞƌ ĚŽĐƵŵĞŶƚĂƚŝŽŶ ƌĞƋƵŝƌĞĚ ƚŽ ďĞ ĚĞůŝǀĞƌĞĚ ďǇ ŽŶƚƌĂĐƚŽƌƵŶĚĞƌWĂƌĂŐƌĂƉŚϭϱ͘Ϭϲ͕͘ǁŝůůŽŶůǇďĞƚŽĚĞƚĞƌŵŝŶĞŐĞŶĞƌĂůůǇƚŚĂƚƚŚĞŝƌĐŽŶƚĞŶƚ ĐŽŵƉůŝĞƐǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ͕ĂŶĚŝŶƚŚĞĐĂƐĞŽĨĐĞƌƚŝĨŝĐĂƚĞƐŽĨŝŶƐƉĞĐƚŝŽŶƐ͕ƚĞƐƚƐ͕ĂŶĚ ĂƉƉƌŽǀĂůƐ͕ƚŚĂƚƚŚĞƌĞƐƵůƚƐĐĞƌƚŝĨŝĞĚŝŶĚŝĐĂƚĞĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ͘ dŚĞůŝŵŝƚĂƚŝŽŶƐƵƉŽŶĂƵƚŚŽƌŝƚǇĂŶĚƌĞƐƉŽŶƐŝďŝůŝƚǇƐĞƚĨŽƌƚŚŝŶƚŚŝƐWĂƌĂŐƌĂƉŚϭϬ͘ϬϳĂůƐŽĂƉƉůǇ ƚŽƚŚĞZĞƐŝĚĞŶƚWƌŽũĞĐƚZĞƉƌĞƐĞŶƚĂƚŝǀĞ͕ŝĨĂŶǇ͘ ϭϬ͘ϬϴŽŵƉůŝĂŶĐĞǁŝƚŚ^ĂĨĞƚǇWƌŽŐƌĂŵ ͘ tŚŝůĞĂƚƚŚĞ^ŝƚĞ͕ŶŐŝŶĞĞƌ͛ƐĞŵƉůŽǇĞĞƐĂŶĚƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐǁŝůůĐŽŵƉůǇǁŝƚŚƚŚĞƐƉĞĐŝĨŝĐ ĂƉƉůŝĐĂďůĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨKǁŶĞƌ͛ƐĂŶĚŽŶƚƌĂĐƚŽƌ͛ƐƐĂĨĞƚǇƉƌŽŐƌĂŵƐŽĨǁŚŝĐŚŶŐŝŶĞĞƌŚĂƐ ďĞĞŶŝŶĨŽƌŵĞĚ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰϲŽĨϳϬ Zd/>ϭϭͶ,E'^dKd,KEdZd ϭϭ͘ϬϭŵĞŶĚŝŶŐĂŶĚ^ƵƉƉůĞŵĞŶƚŝŶŐƚŚĞŽŶƚƌĂĐƚ ͘ dŚĞŽŶƚƌĂĐƚŵĂǇďĞĂŵĞŶĚĞĚŽƌƐƵƉƉůĞŵĞŶƚĞĚďǇĂŚĂŶŐĞKƌĚĞƌ͕ĂtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞ͕ ŽƌĂ&ŝĞůĚKƌĚĞƌ͘ ͘ /ĨĂŶĂŵĞŶĚŵĞŶƚŽƌƐƵƉƉůĞŵĞŶƚƚŽƚŚĞŽŶƚƌĂĐƚŝŶĐůƵĚĞƐĂĐŚĂŶŐĞŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌ ƚŚĞŽŶƚƌĂĐƚdŝŵĞƐ͕ƐƵĐŚĂŵĞŶĚŵĞŶƚŽƌƐƵƉƉůĞŵĞŶƚŵƵƐƚďĞƐĞƚĨŽƌƚŚŝŶĂŚĂŶŐĞKƌĚĞƌ͘ ͘ ůůĐŚĂŶŐĞƐƚŽƚŚĞŽŶƚƌĂĐƚƚŚĂƚŝŶǀŽůǀĞ;ϭͿƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽƌĂĐĐĞƉƚĂďŝůŝƚǇŽĨƚŚĞtŽƌŬ͕ ;ϮͿƚŚĞ ĚĞƐŝŐŶ ;ĂƐ ƐĞƚ ĨŽƌƚŚ ŝŶ ƚŚĞ ƌĂǁŝŶŐƐ͕ ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ Žƌ ŽƚŚĞƌǁŝƐĞͿ͕ Žƌ ;ϯͿŽƚŚĞƌ ĞŶŐŝŶĞĞƌŝŶŐŽƌƚĞĐŚŶŝĐĂůŵĂƚƚĞƌƐ͕ŵƵƐƚďĞƐƵƉƉŽƌƚĞĚďǇŶŐŝŶĞĞƌ͛ƐƌĞĐŽŵŵĞŶĚĂƚŝŽŶ͘KǁŶĞƌ ĂŶĚ ŽŶƚƌĂĐƚŽƌ ŵĂǇ ĂŵĞŶĚ ŽƚŚĞƌ ƚĞƌŵƐ ĂŶĚ ĐŽŶĚŝƚŝŽŶƐ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ ǁŝƚŚŽƵƚ ƚŚĞ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶŽĨƚŚĞŶŐŝŶĞĞƌ͘ ϭϭ͘ϬϮŚĂŶŐĞKƌĚĞƌƐ ͘ KǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌƐŚĂůůĞǆĞĐƵƚĞĂƉƉƌŽƉƌŝĂƚĞŚĂŶŐĞKƌĚĞƌƐĐŽǀĞƌŝŶŐ͗ ϭ͘ ŚĂŶŐĞƐŝŶŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐǁŚŝĐŚĂƌĞĂŐƌĞĞĚƚŽďǇƚŚĞƉĂƌƚŝĞƐ͕ŝŶĐůƵĚŝŶŐ ĂŶǇƵŶĚŝƐƉƵƚĞĚƐƵŵŽƌĂŵŽƵŶƚŽĨƚŝŵĞĨŽƌtŽƌŬĂĐƚƵĂůůǇƉĞƌĨŽƌŵĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ ĂtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞ͖ Ϯ͘ ŚĂŶŐĞƐŝŶŽŶƚƌĂĐƚWƌŝĐĞƌĞƐƵůƚŝŶŐĨƌŽŵĂŶKǁŶĞƌƐĞƚͲŽĨĨ͕ƵŶůĞƐƐŽŶƚƌĂĐƚŽƌŚĂƐĚƵůǇ ĐŽŶƚĞƐƚĞĚƐƵĐŚƐĞƚͲŽĨĨ͖ ϯ͘ ŚĂŶŐĞƐŝŶƚŚĞtŽƌŬǁŚŝĐŚĂƌĞ͗;ĂͿŽƌĚĞƌĞĚďǇKǁŶĞƌƉƵƌƐƵĂŶƚƚŽWĂƌĂŐƌĂƉŚϭϭ͘Ϭϱ͕ ;ďͿƌĞƋƵŝƌĞĚďĞĐĂƵƐĞŽĨKǁŶĞƌ͛ƐĂĐĐĞƉƚĂŶĐĞŽĨĚĞĨĞĐƚŝǀĞtŽƌŬƵŶĚĞƌWĂƌĂŐƌĂƉŚϭϰ͘ϬϰŽƌ KǁŶĞƌ͛ƐĐŽƌƌĞĐƚŝŽŶŽĨĚĞĨĞĐƚŝǀĞtŽƌŬƵŶĚĞƌWĂƌĂŐƌĂƉŚϭϰ͘Ϭϳ͕Žƌ;ĐͿĂŐƌĞĞĚƚŽďǇƚŚĞ ƉĂƌƚŝĞƐ͕ƐƵďũĞĐƚƚŽƚŚĞŶĞĞĚĨŽƌŶŐŝŶĞĞƌ͛ƐƌĞĐŽŵŵĞŶĚĂƚŝŽŶŝĨƚŚĞĐŚĂŶŐĞŝŶƚŚĞtŽƌŬ ŝŶǀŽůǀĞƐƚŚĞĚĞƐŝŐŶ;ĂƐƐĞƚĨŽƌƚŚŝŶƚŚĞƌĂǁŝŶŐƐ͕^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ŽƌŽƚŚĞƌǁŝƐĞͿŽƌŽƚŚĞƌ ĞŶŐŝŶĞĞƌŝŶŐŽƌƚĞĐŚŶŝĐĂůŵĂƚƚĞƌƐ͖ĂŶĚ ϰ͘ ŚĂŶŐĞƐ ƚŚĂƚ ĞŵďŽĚǇ ƚŚĞ ƐƵďƐƚĂŶĐĞ ŽĨ ĂŶǇ ĨŝŶĂů ĂŶĚ ďŝŶĚŝŶŐ ƌĞƐƵůƚƐ ƵŶĚĞƌ͗ WĂƌĂŐƌĂƉŚϭϭ͘Ϭϯ͕͘ƌĞƐŽůǀŝŶŐƚŚĞŝŵƉĂĐƚŽĨĂtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞ͖WĂƌĂŐƌĂƉŚϭϭ͘Ϭϵ͕ ĐŽŶĐĞƌŶŝŶŐŚĂŶŐĞWƌŽƉŽƐĂůƐ͖ƌƚŝĐůĞϭϮ͕ůĂŝŵƐ͖WĂƌĂŐƌĂƉŚϭϯ͘ϬϮ͕͘ĨŝŶĂůĂĚũƵƐƚŵĞŶƚƐ ƌĞƐƵůƚŝŶŐ ĨƌŽŵ ĂůůŽǁĂŶĐĞƐ͖ WĂƌĂŐƌĂƉŚϭϯ͘Ϭϯ͕͘ ĨŝŶĂů ĂĚũƵƐƚŵĞŶƚƐ ƌĞůĂƚŝŶŐ ƚŽ ĚĞƚĞƌŵŝŶĂƚŝŽŶŽĨƋƵĂŶƚŝƚŝĞƐĨŽƌhŶŝƚWƌŝĐĞtŽƌŬ͖ĂŶĚƐŝŵŝůĂƌƉƌŽǀŝƐŝŽŶƐ͘ ͘ /ĨKǁŶĞƌŽƌŽŶƚƌĂĐƚŽƌƌĞĨƵƐĞƐƚŽĞǆĞĐƵƚĞĂŚĂŶŐĞKƌĚĞƌƚŚĂƚŝƐƌĞƋƵŝƌĞĚƚŽďĞĞǆĞĐƵƚĞĚ ƵŶĚĞƌƚŚĞƚĞƌŵƐŽĨWĂƌĂŐƌĂƉŚϭϭ͘ϬϮ͕͘ŝƚǁŝůůďĞĚĞĞŵĞĚƚŽďĞŽĨĨƵůůĨŽƌĐĞĂŶĚĞĨĨĞĐƚ͕ĂƐŝĨ ĨƵůůǇĞǆĞĐƵƚĞĚ͘ ϭϭ͘ϬϯtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞƐ ͘ tŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞǁŝůůŶŽƚĐŚĂŶŐĞƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌƚŚĞŽŶƚƌĂĐƚdŝŵĞƐďƵƚŝƐ ĞǀŝĚĞŶĐĞƚŚĂƚƚŚĞƉĂƌƚŝĞƐĞǆƉĞĐƚƚŚĂƚƚŚĞŵŽĚŝĨŝĐĂƚŝŽŶŽƌĚĞƌĞĚŽƌĚŽĐƵŵĞŶƚĞĚďǇĂtŽƌŬ ŚĂŶŐĞ ŝƌĞĐƚŝǀĞǁŝůů ďĞ ŝŶĐŽƌƉŽƌĂƚĞĚŝŶ ĂƐƵďƐĞƋƵĞŶƚůǇ ŝƐƐƵĞĚŚĂŶŐĞKƌĚĞƌ͕ĨŽůůŽǁŝŶŐ ŶĞŐŽƚŝĂƚŝŽŶƐďǇƚŚĞƉĂƌƚŝĞƐĂƐƚŽƚŚĞtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞ͛ƐĞĨĨĞĐƚ͕ŝĨĂŶǇ͕ŽŶƚŚĞŽŶƚƌĂĐƚ WƌŝĐĞĂŶĚŽŶƚƌĂĐƚdŝŵĞƐ͖Žƌ͕ŝĨŶĞŐŽƚŝĂƚŝŽŶƐĂƌĞƵŶƐƵĐĐĞƐƐĨƵů͕ďǇĂĚĞƚĞƌŵŝŶĂƚŝŽŶƵŶĚĞƌƚŚĞ ƚĞƌŵƐ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ ŐŽǀĞƌŶŝŶŐ ĂĚũƵƐƚŵĞŶƚƐ͕ ĞǆƉƌĞƐƐůǇ ŝŶĐůƵĚŝŶŐ WĂƌĂŐƌĂƉŚϭϭ͘ϬϳƌĞŐĂƌĚŝŶŐĐŚĂŶŐĞŽĨŽŶƚƌĂĐƚWƌŝĐĞ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰϳŽĨϳϬ ͘ /ĨKǁŶĞƌŚĂƐŝƐƐƵĞĚĂtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞĂŶĚ͗ ϭ͘ ŽŶƚƌĂĐƚŽƌďĞůŝĞǀĞƐƚŚĂƚĂŶĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚdŝŵĞƐŽƌŽŶƚƌĂĐƚWƌŝĐĞŝƐŶĞĐĞƐƐĂƌǇ͕ ƚŚĞŶŽŶƚƌĂĐƚŽƌƐŚĂůůƐƵďŵŝƚĂŶǇŚĂŶŐĞWƌŽƉŽƐĂůƐĞĞŬŝŶŐƐƵĐŚĂŶĂĚũƵƐƚŵĞŶƚŶŽůĂƚĞƌ ƚŚĂŶϯϬĚĂǇƐĂĨƚĞƌƚŚĞĐŽŵƉůĞƚŝŽŶŽĨƚŚĞtŽƌŬƐĞƚŽƵƚŝŶƚŚĞtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞ͘ Ϯ͘ KǁŶĞƌďĞůŝĞǀĞƐƚŚĂƚĂŶĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚdŝŵĞƐŽƌŽŶƚƌĂĐƚWƌŝĐĞŝƐŶĞĐĞƐƐĂƌǇ͕ƚŚĞŶ KǁŶĞƌƐŚĂůůƐƵďŵŝƚĂŶǇůĂŝŵƐĞĞŬŝŶŐƐƵĐŚĂŶĂĚũƵƐƚŵĞŶƚŶŽůĂƚĞƌƚŚĂŶϲϬĚĂǇƐĂĨƚĞƌ ŝƐƐƵĂŶĐĞŽĨƚŚĞtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞ͘ ϭϭ͘Ϭϰ&ŝĞůĚKƌĚĞƌƐ ͘ ŶŐŝŶĞĞƌ ŵĂǇ ĂƵƚŚŽƌŝǌĞ ŵŝŶŽƌ ĐŚĂŶŐĞƐ ŝŶ ƚŚĞ tŽƌŬ ŝĨ ƚŚĞ ĐŚĂŶŐĞƐ ĚŽ ŶŽƚ ŝŶǀŽůǀĞ ĂŶ ĂĚũƵƐƚŵĞŶƚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌƚŚĞŽŶƚƌĂĐƚdŝŵĞƐĂŶĚĂƌĞĐŽŵƉĂƚŝďůĞǁŝƚŚƚŚĞĚĞƐŝŐŶ ĐŽŶĐĞƉƚ ŽĨ ƚŚĞ ĐŽŵƉůĞƚĞĚ WƌŽũĞĐƚ ĂƐ Ă ĨƵŶĐƚŝŽŶŝŶŐ ǁŚŽůĞ ĂƐ ŝŶĚŝĐĂƚĞĚ ďǇ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͘^ƵĐŚĐŚĂŶŐĞƐǁŝůůďĞĂĐĐŽŵƉůŝƐŚĞĚďǇĂ&ŝĞůĚKƌĚĞƌĂŶĚǁŝůůďĞďŝŶĚŝŶŐŽŶKǁŶĞƌ ĂŶĚĂůƐŽŽŶŽŶƚƌĂĐƚŽƌ͕ǁŚŝĐŚƐŚĂůůƉĞƌĨŽƌŵƚŚĞtŽƌŬŝŶǀŽůǀĞĚƉƌŽŵƉƚůǇ͘ ͘ /ĨŽŶƚƌĂĐƚŽƌďĞůŝĞǀĞƐƚŚĂƚĂ&ŝĞůĚKƌĚĞƌũƵƐƚŝĨŝĞƐĂŶĂĚũƵƐƚŵĞŶƚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌ ŽŶƚƌĂĐƚdŝŵĞƐ͕ƚŚĞŶďĞĨŽƌĞƉƌŽĐĞĞĚŝŶŐǁŝƚŚƚŚĞtŽƌŬĂƚŝƐƐƵĞ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƐƵďŵŝƚĂ ŚĂŶŐĞWƌŽƉŽƐĂůĂƐƉƌŽǀŝĚĞĚŚĞƌĞŝŶ͘ ϭϭ͘ϬϱKǁŶĞƌͲƵƚŚŽƌŝǌĞĚŚĂŶŐĞƐŝŶƚŚĞtŽƌŬ ͘ tŝƚŚŽƵƚŝŶǀĂůŝĚĂƚŝŶŐƚŚĞŽŶƚƌĂĐƚĂŶĚǁŝƚŚŽƵƚŶŽƚŝĐĞƚŽĂŶǇƐƵƌĞƚǇ͕KǁŶĞƌŵĂǇ͕ĂƚĂŶǇƚŝŵĞ ŽƌĨƌŽŵƚŝŵĞƚŽƚŝŵĞ͕ŽƌĚĞƌĂĚĚŝƚŝŽŶƐ͕ĚĞůĞƚŝŽŶƐ͕ŽƌƌĞǀŝƐŝŽŶƐŝŶƚŚĞtŽƌŬ͘ŚĂŶŐĞƐŝŶǀŽůǀŝŶŐ ƚŚĞĚĞƐŝŐŶ;ĂƐƐĞƚĨŽƌƚŚŝŶƚŚĞƌĂǁŝŶŐƐ͕^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ŽƌŽƚŚĞƌǁŝƐĞͿŽƌŽƚŚĞƌĞŶŐŝŶĞĞƌŝŶŐŽƌ ƚĞĐŚŶŝĐĂůŵĂƚƚĞƌƐǁŝůůďĞƐƵƉƉŽƌƚĞĚďǇŶŐŝŶĞĞƌ͛ƐƌĞĐŽŵŵĞŶĚĂƚŝŽŶ͘ ͘ ^ƵĐŚĐŚĂŶŐĞƐŝŶƚŚĞtŽƌŬŵĂǇďĞĂĐĐŽŵƉůŝƐŚĞĚďǇĂŚĂŶŐĞKƌĚĞƌ͕ŝĨKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌ ŚĂǀĞĂŐƌĞĞĚĂƐƚŽƚŚĞĞĨĨĞĐƚ͕ŝĨĂŶǇ͕ŽĨƚŚĞĐŚĂŶŐĞƐŽŶŽŶƚƌĂĐƚdŝŵĞƐŽƌŽŶƚƌĂĐƚWƌŝĐĞ͖ŽƌďǇ ĂtŽƌŬŚĂŶŐĞŝƌĞĐƚŝǀĞ͘hƉŽŶƌĞĐĞŝƉƚŽĨĂŶǇƐƵĐŚĚŽĐƵŵĞŶƚ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌŽŵƉƚůǇ ƉƌŽĐĞĞĚǁŝƚŚƚŚĞtŽƌŬŝŶǀŽůǀĞĚ͖Žƌ͕ŝŶƚŚĞĐĂƐĞŽĨĂĚĞůĞƚŝŽŶŝŶƚŚĞtŽƌŬ͕ƉƌŽŵƉƚůǇĐĞĂƐĞ ĐŽŶƐƚƌƵĐƚŝŽŶĂĐƚŝǀŝƚŝĞƐǁŝƚŚƌĞƐƉĞĐƚƚŽƐƵĐŚĚĞůĞƚĞĚtŽƌŬ͘ĚĚĞĚŽƌƌĞǀŝƐĞĚtŽƌŬŵƵƐƚďĞ ƉĞƌĨŽƌŵĞĚƵŶĚĞƌƚŚĞĂƉƉůŝĐĂďůĞĐŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ͘ EŽƚŚŝŶŐ ŝŶ ƚŚŝƐWĂƌĂŐƌĂƉŚϭϭ͘ϬϱŽďůŝŐĂƚĞƐ ŽŶƚƌĂĐƚŽƌƚŽƵŶĚĞƌƚĂŬĞǁŽƌŬ ƚŚĂƚ ŽŶƚƌĂĐƚŽƌ ƌĞĂƐŽŶĂďůǇĐŽŶĐůƵĚĞƐĐĂŶŶŽƚďĞƉĞƌĨŽƌŵĞĚŝŶĂŵĂŶŶĞƌĐŽŶƐŝƐƚĞŶƚǁŝƚŚŽŶƚƌĂĐƚŽƌ͛ƐƐĂĨĞƚǇ ŽďůŝŐĂƚŝŽŶƐƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŽƌ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͘ ϭϭ͘ϬϲhŶĂƵƚŚŽƌŝǌĞĚŚĂŶŐĞƐŝŶƚŚĞtŽƌŬ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚďĞĞŶƚŝƚůĞĚƚŽĂŶŝŶĐƌĞĂƐĞŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌĂŶĞǆƚĞŶƐŝŽŶŽĨƚŚĞ ŽŶƚƌĂĐƚdŝŵĞƐǁŝƚŚƌĞƐƉĞĐƚƚŽĂŶǇǁŽƌŬƉĞƌĨŽƌŵĞĚƚŚĂƚŝƐŶŽƚƌĞƋƵŝƌĞĚďǇƚŚĞŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͕ĂƐĂŵĞŶĚĞĚ͕ŵŽĚŝĨŝĞĚ͕ŽƌƐƵƉƉůĞŵĞŶƚĞĚ͕ĞǆĐĞƉƚŝŶƚŚĞĐĂƐĞŽĨĂŶĞŵĞƌŐĞŶĐǇĂƐ ƉƌŽǀŝĚĞĚ ŝŶ WĂƌĂŐƌĂƉŚϳ͘ϭϱ Žƌ ŝŶ ƚŚĞ ĐĂƐĞ ŽĨ ƵŶĐŽǀĞƌŝŶŐ tŽƌŬ ĂƐ ƉƌŽǀŝĚĞĚ ŝŶ WĂƌĂŐƌĂƉŚϭϰ͘Ϭϱ͘͘Ϯ͘ ϭϭ͘ϬϳŚĂŶŐĞŽĨŽŶƚƌĂĐƚWƌŝĐĞ ͘ dŚĞŽŶƚƌĂĐƚWƌŝĐĞŵĂǇŽŶůǇďĞĐŚĂŶŐĞĚďǇĂŚĂŶŐĞKƌĚĞƌ͘ŶǇŚĂŶŐĞWƌŽƉŽƐĂůĨŽƌĂŶ ĂĚũƵƐƚŵĞŶƚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŵƵƐƚĐŽŵƉůǇǁŝƚŚƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚϭϭ͘Ϭϵ͘ŶǇ ůĂŝŵĨŽƌĂŶĂĚũƵƐƚŵĞŶƚŽĨŽŶƚƌĂĐƚWƌŝĐĞŵƵƐƚĐŽŵƉůǇǁŝƚŚƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƌƚŝĐůĞϭϮ͘ ͘ ŶĂĚũƵƐƚŵĞŶƚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞǁŝůůďĞĚĞƚĞƌŵŝŶĞĚĂƐĨŽůůŽǁƐ͗ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰϴŽĨϳϬ ϭ͘ tŚĞƌĞƚŚĞtŽƌŬŝŶǀŽůǀĞĚŝƐĐŽǀĞƌĞĚďǇƵŶŝƚƉƌŝĐĞƐĐŽŶƚĂŝŶĞĚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͕ ƚŚĞŶďǇĂƉƉůŝĐĂƚŝŽŶŽĨƐƵĐŚƵŶŝƚƉƌŝĐĞƐƚŽƚŚĞƋƵĂŶƚŝƚŝĞƐŽĨƚŚĞŝƚĞŵƐŝŶǀŽůǀĞĚ;ƐƵďũĞĐƚƚŽ ƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨWĂƌĂŐƌĂƉŚϭϯ͘ϬϯͿ͖ Ϯ͘ tŚĞƌĞ ƚŚĞ tŽƌŬ ŝŶǀŽůǀĞĚ ŝƐ ŶŽƚ ĐŽǀĞƌĞĚ ďǇ ƵŶŝƚ ƉƌŝĐĞƐ ĐŽŶƚĂŝŶĞĚ ŝŶ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͕ƚŚĞŶďǇĂŵƵƚƵĂůůǇĂŐƌĞĞĚůƵŵƉƐƵŵ;ǁŚŝĐŚŵĂǇŝŶĐůƵĚĞĂŶĂůůŽǁĂŶĐĞĨŽƌ ŽǀĞƌŚĞĂĚĂŶĚƉƌŽĨŝƚŶŽƚŶĞĐĞƐƐĂƌŝůǇŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚWĂƌĂŐƌĂƉŚϭϭ͘Ϭϳ͘͘ϮͿ͖Žƌ ϯ͘ tŚĞƌĞ ƚŚĞ tŽƌŬ ŝŶǀŽůǀĞĚ ŝƐ ŶŽƚ ĐŽǀĞƌĞĚ ďǇ ƵŶŝƚ ƉƌŝĐĞƐ ĐŽŶƚĂŝŶĞĚ ŝŶ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐĂŶĚƚŚĞƉĂƌƚŝĞƐĚŽŶŽƚƌĞĂĐŚŵƵƚƵĂůĂŐƌĞĞŵĞŶƚƚŽĂůƵŵƉƐƵŵ͕ƚŚĞŶŽŶƚŚĞ ďĂƐŝƐ ŽĨ ƚŚĞ ŽƐƚ ŽĨ ƚŚĞ tŽƌŬ ;ĚĞƚĞƌŵŝŶĞĚ ĂƐ ƉƌŽǀŝĚĞĚ ŝŶ WĂƌĂŐƌĂƉŚϭϯ͘ϬϭͿ ƉůƵƐ Ă ŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞĨŽƌŽǀĞƌŚĞĂĚĂŶĚƉƌŽĨŝƚ;ĚĞƚĞƌŵŝŶĞĚĂƐƉƌŽǀŝĚĞĚŝŶWĂƌĂŐƌĂƉŚϭϭ͘Ϭϳ͘Ϳ͘ ͘ŽŶƚƌĂĐƚŽƌ͛Ɛ &ĞĞ͗ tŚĞŶ ĂƉƉůŝĐĂďůĞ͕ ƚŚĞ ŽŶƚƌĂĐƚŽƌ͛Ɛ ĨĞĞ ĨŽƌ ŽǀĞƌŚĞĂĚ ĂŶĚ ƉƌŽĨŝƚ ǁŝůů ďĞ ĚĞƚĞƌŵŝŶĞĚĂƐĨŽůůŽǁƐ͗ ϭ͘ ŵƵƚƵĂůůǇĂĐĐĞƉƚĂďůĞĨŝǆĞĚĨĞĞ͖Žƌ Ϯ͘ /ĨĂĨŝǆĞĚĨĞĞŝƐŶŽƚĂŐƌĞĞĚƵƉŽŶ͕ƚŚĞŶĂĨĞĞďĂƐĞĚŽŶƚŚĞĨŽůůŽǁŝŶŐƉĞƌĐĞŶƚĂŐĞƐŽĨƚŚĞ ǀĂƌŝŽƵƐƉŽƌƚŝŽŶƐŽĨƚŚĞŽƐƚŽĨƚŚĞtŽƌŬ͗ Ă͘ &ŽƌĐŽƐƚƐŝŶĐƵƌƌĞĚƵŶĚĞƌWĂƌĂŐƌĂƉŚƐϭϯ͘Ϭϭ͘͘ϭĂŶĚϭϯ͘Ϭϭ͘͘Ϯ͕ƚŚĞŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞǁŝůů ďĞϭϱƉĞƌĐĞŶƚ͖ ď͘ &ŽƌĐŽƐƚƐŝŶĐƵƌƌĞĚƵŶĚĞƌWĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘ϯ͕ƚŚĞŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞǁŝůůďĞϱƉĞƌĐĞŶƚ͖ Đ͘ tŚĞƌĞŽŶĞŽƌŵŽƌĞƚŝĞƌƐŽĨƐƵďĐŽŶƚƌĂĐƚƐĂƌĞŽŶƚŚĞďĂƐŝƐŽĨŽƐƚŽĨƚŚĞtŽƌŬƉůƵƐĂ ĨĞĞ ĂŶĚ ŶŽ ĨŝǆĞĚ ĨĞĞ ŝƐ ĂŐƌĞĞĚ ƵƉŽŶ͕ ƚŚĞ ŝŶƚĞŶƚ ŽĨ WĂƌĂŐƌĂƉŚƐϭϭ͘Ϭϳ͘͘Ϯ͘Ă ĂŶĚ ϭϭ͘Ϭϳ͘͘Ϯ͘ďŝƐƚŚĂƚƚŚĞŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞǁŝůůďĞďĂƐĞĚŽŶ͗;ϭͿĂĨĞĞŽĨϭϱƉĞƌĐĞŶƚŽĨƚŚĞ ĐŽƐƚƐŝŶĐƵƌƌĞĚƵŶĚĞƌWĂƌĂŐƌĂƉŚƐϭϯ͘Ϭϭ͘͘ϭĂŶĚϭϯ͘Ϭϭ͘͘ϮďǇƚŚĞ^ƵďĐŽŶƚƌĂĐƚŽƌƚŚĂƚ ĂĐƚƵĂůůǇƉĞƌĨŽƌŵƐƚŚĞtŽƌŬ͕ĂƚǁŚĂƚĞǀĞƌƚŝĞƌ͕ĂŶĚ;ϮͿǁŝƚŚƌĞƐƉĞĐƚƚŽŽŶƚƌĂĐƚŽƌŝƚƐĞůĨ ĂŶĚƚŽĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌƐŽĨĂƚŝĞƌŚŝŐŚĞƌƚŚĂŶƚŚĂƚŽĨƚŚĞ^ƵďĐŽŶƚƌĂĐƚŽƌƚŚĂƚĂĐƚƵĂůůǇ ƉĞƌĨŽƌŵƐƚŚĞtŽƌŬ͕ĂĨĞĞŽĨϱƉĞƌĐĞŶƚŽĨƚŚĞĂŵŽƵŶƚ;ĨĞĞƉůƵƐƵŶĚĞƌůǇŝŶŐĐŽƐƚƐ ŝŶĐƵƌƌĞĚͿĂƚƚƌŝďƵƚĂďůĞƚŽƚŚĞŶĞǆƚůŽǁĞƌƚŝĞƌ^ƵďĐŽŶƚƌĂĐƚŽƌ͖ƉƌŽǀŝĚĞĚ͕ŚŽǁĞǀĞƌ͕ƚŚĂƚ ĨŽƌĂŶǇƐƵĐŚƐƵďĐŽŶƚƌĂĐƚĞĚtŽƌŬƚŚĞŵĂǆŝŵƵŵƚŽƚĂůĨĞĞƚŽďĞƉĂŝĚďǇKǁŶĞƌǁŝůůďĞ ŶŽŐƌĞĂƚĞƌƚŚĂŶϮϳƉĞƌĐĞŶƚŽĨƚŚĞĐŽƐƚƐŝŶĐƵƌƌĞĚďǇƚŚĞ^ƵďĐŽŶƚƌĂĐƚŽƌƚŚĂƚĂĐƚƵĂůůǇ ƉĞƌĨŽƌŵƐƚŚĞtŽƌŬ͖ Ě͘ EŽĨĞĞǁŝůůďĞƉĂǇĂďůĞŽŶƚŚĞďĂƐŝƐŽĨĐŽƐƚƐŝƚĞŵŝǌĞĚƵŶĚĞƌWĂƌĂŐƌĂƉŚƐϭϯ͘Ϭϭ͘͘ϰ͕ ϭϯ͘Ϭϭ͘͘ϱ͕ĂŶĚϭϯ͘Ϭϭ͖͘ Ğ͘ dŚĞĂŵŽƵŶƚŽĨĐƌĞĚŝƚƚŽďĞĂůůŽǁĞĚďǇŽŶƚƌĂĐƚŽƌƚŽKǁŶĞƌĨŽƌĂŶǇĐŚĂŶŐĞǁŚŝĐŚ ƌĞƐƵůƚƐŝŶĂŶĞƚĚĞĐƌĞĂƐĞŝŶŽƐƚŽĨƚŚĞtŽƌŬǁŝůůďĞƚŚĞĂŵŽƵŶƚŽĨƚŚĞĂĐƚƵĂůŶĞƚ ĚĞĐƌĞĂƐĞŝŶŽƐƚŽĨƚŚĞtŽƌŬĂŶĚĂĚĞĚƵĐƚŝŽŶŽĨĂŶĂĚĚŝƚŝŽŶĂůĂŵŽƵŶƚĞƋƵĂůƚŽ ϱƉĞƌĐĞŶƚŽĨƐƵĐŚĂĐƚƵĂůŶĞƚĚĞĐƌĞĂƐĞŝŶŽƐƚŽĨƚŚĞtŽƌŬ͖ĂŶĚ Ĩ͘ tŚĞŶďŽƚŚĂĚĚŝƚŝŽŶƐĂŶĚĐƌĞĚŝƚƐĂƌĞŝŶǀŽůǀĞĚŝŶĂŶǇŽŶĞĐŚĂŶŐĞŽƌŚĂŶŐĞWƌŽƉŽƐĂů͕ ƚŚĞĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞǁŝůůďĞĐŽŵƉƵƚĞĚďǇĚĞƚĞƌŵŝŶŝŶŐƚŚĞƐƵŵŽĨƚŚĞ ĐŽƐƚƐŝŶĞĂĐŚŽĨƚŚĞĐŽƐƚĐĂƚĞŐŽƌŝĞƐŝŶWĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘;ƐƉĞĐŝĨŝĐĂůůǇ͕ƉĂǇƌŽůůĐŽƐƚƐ͕ WĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘ϭ͖ ŝŶĐŽƌƉŽƌĂƚĞĚ ŵĂƚĞƌŝĂůƐ ĂŶĚ ĞƋƵŝƉŵĞŶƚ ĐŽƐƚƐ͕ WĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘Ϯ͖ ^ƵďĐŽŶƚƌĂĐƚ ĐŽƐƚƐ͕ WĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘ϯ͖ ƐƉĞĐŝĂů ĐŽŶƐƵůƚĂŶƚƐ ĐŽƐƚƐ͕WĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘ϰ͖ĂŶĚŽƚŚĞƌĐŽƐƚƐ͕WĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘ϱͿĂŶĚĂƉƉůǇŝŶŐƚŽ ĞĂĐŚ ƐƵĐŚ ĐŽƐƚ ĐĂƚĞŐŽƌǇ ƐƵŵ ƚŚĞ ĂƉƉƌŽƉƌŝĂƚĞ ĨĞĞ ĨƌŽŵ WĂƌĂŐƌĂƉŚƐϭϭ͘Ϭϳ͘͘Ϯ͘Ă ƚŚƌŽƵŐŚϭϭ͘Ϭϳ͘͘Ϯ͘Ğ͕ŝŶĐůƵƐŝǀĞ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰϵŽĨϳϬ ϭϭ͘ϬϴŚĂŶŐĞŽĨŽŶƚƌĂĐƚdŝŵĞƐ ͘ dŚĞŽŶƚƌĂĐƚdŝŵĞƐŵĂǇŽŶůǇďĞĐŚĂŶŐĞĚďǇĂŚĂŶŐĞKƌĚĞƌ͘ŶǇŚĂŶŐĞWƌŽƉŽƐĂůĨŽƌĂŶ 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ĂƉƉůŝĐĂďůĞƚŚĞƌĞƚŽ͘dŚĞĞǆƉĞŶƐĞƐŽĨƉĞƌĨŽƌŵŝŶŐtŽƌŬŽƵƚƐŝĚĞŽĨƌĞŐƵůĂƌǁŽƌŬŝŶŐŚŽƵƌƐ͕ ŽŶ ^ĂƚƵƌĚĂǇ͕ ^ƵŶĚĂǇ͕ Žƌ ůĞŐĂů ŚŽůŝĚĂǇƐ͕ ǁŝůů ďĞ ŝŶĐůƵĚĞĚ ŝŶ ƚŚĞ ĂďŽǀĞ ƚŽ ƚŚĞ ĞǆƚĞŶƚ ĂƵƚŚŽƌŝǌĞĚďǇKǁŶĞƌ͘ Ϯ͘ ŽƐƚŽĨĂůůŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚĨƵƌŶŝƐŚĞĚĂŶĚŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŚĞtŽƌŬ͕ŝŶĐůƵĚŝŶŐ ĐŽƐƚƐŽĨƚƌĂŶƐƉŽƌƚĂƚŝŽŶĂŶĚƐƚŽƌĂŐĞƚŚĞƌĞŽĨ͕ĂŶĚ^ƵƉƉůŝĞƌƐ͛ĨŝĞůĚƐĞƌǀŝĐĞƐƌĞƋƵŝƌĞĚŝŶ ĐŽŶŶĞĐƚŝŽŶƚŚĞƌĞǁŝƚŚ͘ůůĐĂƐŚĚŝƐĐŽƵŶƚƐĂĐĐƌƵĞƚŽŽŶƚƌĂĐƚŽƌƵŶůĞƐƐKǁŶĞƌĚĞƉŽƐŝƚƐ ĨƵŶĚƐǁŝƚŚŽŶƚƌĂĐƚŽƌǁŝƚŚǁŚŝĐŚƚŽŵĂŬĞƉĂǇŵĞŶƚƐ͕ŝŶǁŚŝĐŚĐĂƐĞƚŚĞĐĂƐŚĚŝƐĐŽƵŶƚƐ ǁŝůůĂĐĐƌƵĞƚŽKǁŶĞƌ͘ůůƚƌĂĚĞĚŝƐĐŽƵŶƚƐ͕ƌĞďĂƚĞƐ͕ĂŶĚƌĞĨƵŶĚƐĂŶĚƌĞƚƵƌŶƐĨƌŽŵƐĂůĞŽĨ ƐƵƌƉůƵƐ ŵĂƚĞƌŝĂůƐ ĂŶĚ ĞƋƵŝƉŵĞŶƚ ǁŝůů ĂĐĐƌƵĞ ƚŽ KǁŶĞƌ͕ ĂŶĚ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ŵĂŬĞ ƉƌŽǀŝƐŝŽŶƐƐŽƚŚĂƚƚŚĞǇŵĂǇďĞŽďƚĂŝŶĞĚ͘ ϯ͘ WĂǇŵĞŶƚƐŵĂĚĞďǇŽŶƚƌĂĐƚŽƌƚŽ^ƵďĐŽŶƚƌĂĐƚŽƌƐĨŽƌtŽƌŬƉĞƌĨŽƌŵĞĚďǇ^ƵďĐŽŶƚƌĂĐƚŽƌƐ͘ /Ĩ ƌĞƋƵŝƌĞĚ ďǇ KǁŶĞƌ͕ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ŽďƚĂŝŶ ĐŽŵƉĞƚŝƚŝǀĞ ďŝĚƐĨƌŽŵ ƐƵďĐŽŶƚƌĂĐƚŽƌƐ ĂĐĐĞƉƚĂďůĞƚŽKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĂŶĚƐŚĂůůĚĞůŝǀĞƌƐƵĐŚďŝĚƐƚŽKǁŶĞƌ͕ǁŚŝĐŚǁŝůůƚŚĞŶ ĚĞƚĞƌŵŝŶĞ͕ǁŝƚŚƚŚĞĂĚǀŝĐĞŽĨŶŐŝŶĞĞƌ͕ǁŚŝĐŚďŝĚƐ͕ŝĨĂŶǇ͕ǁŝůůďĞĂĐĐĞƉƚĂďůĞ͘/ĨĂŶǇ ƐƵďĐŽŶƚƌĂĐƚƉƌŽǀŝĚĞƐƚŚĂƚƚŚĞ^ƵďĐŽŶƚƌĂĐƚŽƌŝƐƚŽďĞƉĂŝĚŽŶƚŚĞďĂƐŝƐŽĨŽƐƚŽĨƚŚĞtŽƌŬ ƉůƵƐĂĨĞĞ͕ƚŚĞ^ƵďĐŽŶƚƌĂĐƚŽƌ͛ƐŽƐƚŽĨƚŚĞtŽƌŬĂŶĚĨĞĞǁŝůůďĞĚĞƚĞƌŵŝŶĞĚŝŶƚŚĞƐĂŵĞ ŵĂŶŶĞƌĂƐŽŶƚƌĂĐƚŽƌ͛ƐŽƐƚŽĨƚŚĞtŽƌŬĂŶĚĨĞĞĂƐƉƌŽǀŝĚĞĚŝŶƚŚŝƐWĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘ ϰ͘ ŽƐƚƐŽĨƐƉĞĐŝĂůĐŽŶƐƵůƚĂŶƚƐ;ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĞŶŐŝŶĞĞƌƐ͕ĂƌĐŚŝƚĞĐƚƐ͕ƚĞƐƚŝŶŐ ůĂďŽƌĂƚŽƌŝĞƐ͕ƐƵƌǀĞǇŽƌƐ͕ĂƚƚŽƌŶĞǇƐ͕ĂŶĚĂĐĐŽƵŶƚĂŶƚƐͿĞŵƉůŽǇĞĚŽƌƌĞƚĂŝŶĞĚĨŽƌƐĞƌǀŝĐĞƐ ƐƉĞĐŝĨŝĐĂůůǇƌĞůĂƚĞĚƚŽƚŚĞtŽƌŬ͘ ϱ͘ KƚŚĞƌĐŽƐƚƐĐŽŶƐŝƐƚŝŶŐŽĨƚŚĞĨŽůůŽǁŝŶŐ͗ Ă͘ dŚĞ ƉƌŽƉŽƌƚŝŽŶ ŽĨ ŶĞĐĞƐƐĂƌǇ ƚƌĂŶƐƉŽƌƚĂƚŝŽŶ͕ ƚƌĂǀĞů͕ ĂŶĚ ƐƵďƐŝƐƚĞŶĐĞ ĞǆƉĞŶƐĞƐ ŽĨ ŽŶƚƌĂĐƚŽƌ͛ƐĞŵƉůŽǇĞĞƐŝŶĐƵƌƌĞĚŝŶĚŝƐĐŚĂƌŐĞŽĨĚƵƚŝĞƐĐŽŶŶĞĐƚĞĚǁŝƚŚƚŚĞtŽƌŬ͘ ď͘ ŽƐƚ͕ŝŶĐůƵĚŝŶŐƚƌĂŶƐƉŽƌƚĂƚŝŽŶĂŶĚŵĂŝŶƚĞŶĂŶĐĞ͕ŽĨĂůůŵĂƚĞƌŝĂůƐ͕ƐƵƉƉůŝĞƐ͕ĞƋƵŝƉŵĞŶƚ͕ ŵĂĐŚŝŶĞƌǇ͕ ĂƉƉůŝĂŶĐĞƐ͕ ŽĨĨŝĐĞ͕ ĂŶĚ ƚĞŵƉŽƌĂƌǇ ĨĂĐŝůŝƚŝĞƐ Ăƚ ƚŚĞ^ŝƚĞ͕ ǁŚŝĐŚ ĂƌĞ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϱϯŽĨϳϬ ĐŽŶƐƵŵĞĚŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͕ĂŶĚĐŽƐƚ͕ůĞƐƐŵĂƌŬĞƚǀĂůƵĞ͕ŽĨƐƵĐŚŝƚĞŵƐ ƵƐĞĚďƵƚŶŽƚĐŽŶƐƵŵĞĚǁŚŝĐŚƌĞŵĂŝŶƚŚĞƉƌŽƉĞƌƚǇŽĨŽŶƚƌĂĐƚŽƌ͘ ϭͿ /Ŷ ĞƐƚĂďůŝƐŚŝŶŐ ŝŶĐůƵĚĞĚ ĐŽƐƚƐ ĨŽƌ ŵĂƚĞƌŝĂůƐ ƐƵĐŚ ĂƐ ƐĐĂĨĨŽůĚŝŶŐ͕ ƉůĂƚŝŶŐ͕ Žƌ ƐŚĞĞƚŝŶŐ͕ĐŽŶƐŝĚĞƌĂƚŝŽŶǁŝůůďĞŐŝǀĞŶƚŽƚŚĞĂĐƚƵĂůŽƌƚŚĞĞƐƚŝŵĂƚĞĚůŝĨĞŽĨƚŚĞ ŵĂƚĞƌŝĂůĨŽƌƵƐĞŽŶŽƚŚĞƌƉƌŽũĞĐƚƐ͖ŽƌƌĞŶƚĂůƌĂƚĞƐŵĂǇďĞĞƐƚĂďůŝƐŚĞĚŽŶƚŚĞďĂƐŝƐ ŽĨƉƵƌĐŚĂƐĞŽƌƐĂůǀĂŐĞǀĂůƵĞŽĨƐƵĐŚŝƚĞŵƐ͕ǁŚŝĐŚĞǀĞƌŝƐůĞƐƐ͘ŽŶƚƌĂĐƚŽƌǁŝůůŶŽƚ ďĞ ĞůŝŐŝďůĞ ĨŽƌ ĐŽŵƉĞŶƐĂƚŝŽŶ ĨŽƌ ƐƵĐŚ ŝƚĞŵƐ ŝŶ ĂŶ ĂŵŽƵŶƚ ƚŚĂƚ ĞǆĐĞĞĚƐ ƚŚĞ ƉƵƌĐŚĂƐĞĐŽƐƚŽĨƐƵĐŚŝƚĞŵ͘ Đ͘ŽŶƐƚƌƵĐƚŝŽŶƋƵŝƉŵĞŶƚZĞŶƚĂů ϭͿ ZĞŶƚĂůƐŽĨĂůůĐŽŶƐƚƌƵĐƚŝŽŶĞƋƵŝƉŵĞŶƚĂŶĚŵĂĐŚŝŶĞƌǇ͕ĂŶĚƚŚĞƉĂƌƚƐƚŚĞƌĞŽĨ͕ŝŶ ĂĐĐŽƌĚĂŶĐĞǁŝƚŚƌĞŶƚĂůĂŐƌĞĞŵĞŶƚƐĂƉƉƌŽǀĞĚďǇKǁŶĞƌĂƐƚŽƉƌŝĐĞ;ŝŶĐůƵĚŝŶŐĂŶǇ ƐƵƌĐŚĂƌŐĞ Žƌ ƐƉĞĐŝĂů ƌĂƚĞƐ ĂƉƉůŝĐĂďůĞ ƚŽ ŽǀĞƌƚŝŵĞ ƵƐĞ ŽĨ ƚŚĞ ĐŽŶƐƚƌƵĐƚŝŽŶ ĞƋƵŝƉŵĞŶƚŽƌŵĂĐŚŝŶĞƌǇͿ͕ĂŶĚƚŚĞĐŽƐƚƐŽĨƚƌĂŶƐƉŽƌƚĂƚŝŽŶ͕ůŽĂĚŝŶŐ͕ƵŶůŽĂĚŝŶŐ͕ ĂƐƐĞŵďůǇ͕ĚŝƐŵĂŶƚůŝŶŐ͕ĂŶĚƌĞŵŽǀĂůƚŚĞƌĞŽĨ͘ůůƐƵĐŚĐŽƐƚƐǁŝůůďĞŝŶĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚƚŚĞƚĞƌŵƐŽĨƐĂŝĚƌĞŶƚĂůĂŐƌĞĞŵĞŶƚƐ͘dŚĞƌĞŶƚĂůŽĨĂŶǇƐƵĐŚĞƋƵŝƉŵĞŶƚ͕ ŵĂĐŚŝŶĞƌǇ͕ŽƌƉĂƌƚƐŵƵƐƚĐĞĂƐĞǁŚĞŶƚŚĞƵƐĞƚŚĞƌĞŽĨŝƐŶŽůŽŶŐĞƌŶĞĐĞƐƐĂƌǇĨŽƌ ƚŚĞtŽƌŬ͘ ϮͿ ŽƐƚƐĨŽƌĞƋƵŝƉŵĞŶƚĂŶĚŵĂĐŚŝŶĞƌǇŽǁŶĞĚďǇŽŶƚƌĂĐƚŽƌŽƌĂŽŶƚƌĂĐƚŽƌͲƌĞůĂƚĞĚ ĞŶƚŝƚǇǁŝůůďĞƉĂŝĚĂƚĂƌĂƚĞƐŚŽǁŶĨŽƌƐƵĐŚĞƋƵŝƉŵĞŶƚŝŶƚŚĞĞƋƵŝƉŵĞŶƚƌĞŶƚĂů ƌĂƚĞ ďŽŽŬ ƐƉĞĐŝĨŝĞĚ ŝŶ ƚŚĞ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐ͘Ŷ ŚŽƵƌůǇƌĂƚĞ ǁŝůůďĞ ĐŽŵƉƵƚĞĚ ďǇ ĚŝǀŝĚŝŶŐ ƚŚĞ ŵŽŶƚŚůǇ ƌĂƚĞƐ ďǇ ϭϳϲ͘ dŚĞƐĞ ĐŽŵƉƵƚĞĚ ƌĂƚĞƐ ǁŝůů ŝŶĐůƵĚĞĂůůŽƉĞƌĂƚŝŶŐĐŽƐƚƐ͘ ϯͿ tŝƚŚƌĞƐƉĞĐƚƚŽtŽƌŬƚŚĂƚŝƐƚŚĞƌĞƐƵůƚŽĨĂŚĂŶŐĞKƌĚĞƌ͕ŚĂŶŐĞWƌŽƉŽƐĂů͕ ůĂŝŵ͕ƐĞƚͲŽĨĨ͕ŽƌŽƚŚĞƌĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞ;͞ĐŚĂŶŐĞĚtŽƌŬ͟Ϳ͕ŝŶĐůƵĚĞĚ ĐŽƐƚƐǁŝůůďĞďĂƐĞĚŽŶƚŚĞƚŝŵĞƚŚĞĞƋƵŝƉŵĞŶƚŽƌŵĂĐŚŝŶĞƌǇŝƐŝŶƵƐĞŽŶƚŚĞ ĐŚĂŶŐĞĚtŽƌŬĂŶĚƚŚĞĐŽƐƚƐŽĨƚƌĂŶƐƉŽƌƚĂƚŝŽŶ͕ůŽĂĚŝŶŐ͕ƵŶůŽĂĚŝŶŐ͕ĂƐƐĞŵďůǇ͕ ĚŝƐŵĂŶƚůŝŶŐ͕ĂŶĚƌĞŵŽǀĂůǁŚĞŶĚŝƌĞĐƚůǇĂƚƚƌŝďƵƚĂďůĞƚŽƚŚĞĐŚĂŶŐĞĚtŽƌŬ͘dŚĞ ĐŽƐƚŽĨĂŶǇƐƵĐŚĞƋƵŝƉŵĞŶƚŽƌŵĂĐŚŝŶĞƌǇ͕ŽƌƉĂƌƚƐƚŚĞƌĞŽĨ͕ŵƵƐƚĐĞĂƐĞƚŽĂĐĐƌƵĞ ǁŚĞŶƚŚĞƵƐĞƚŚĞƌĞŽĨŝƐŶŽůŽŶŐĞƌŶĞĐĞƐƐĂƌǇĨŽƌƚŚĞĐŚĂŶŐĞĚtŽƌŬ͘ Ě͘ ^ĂůĞƐ͕ĐŽŶƐƵŵĞƌ͕ƵƐĞ͕ĂŶĚŽƚŚĞƌƐŝŵŝůĂƌƚĂǆĞƐƌĞůĂƚĞĚƚŽƚŚĞtŽƌŬ͕ĂŶĚĨŽƌǁŚŝĐŚ ŽŶƚƌĂĐƚŽƌŝƐůŝĂďůĞ͕ĂƐŝŵƉŽƐĞĚďǇ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͘ Ğ͘ ĞƉŽƐŝƚƐůŽƐƚĨŽƌĐĂƵƐĞƐŽƚŚĞƌƚŚĂŶŶĞŐůŝŐĞŶĐĞŽĨŽŶƚƌĂĐƚŽƌ͕ĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌ͕Žƌ ĂŶǇŽŶĞĚŝƌĞĐƚůǇŽƌŝŶĚŝƌĞĐƚůǇĞŵƉůŽǇĞĚďǇĂŶǇŽĨƚŚĞŵŽƌĨŽƌǁŚŽƐĞĂĐƚƐĂŶǇŽĨƚŚĞŵ ŵĂǇďĞůŝĂďůĞ͕ĂŶĚƌŽǇĂůƚǇƉĂǇŵĞŶƚƐĂŶĚĨĞĞƐĨŽƌƉĞƌŵŝƚƐĂŶĚůŝĐĞŶƐĞƐ͘ Ĩ͘ >ŽƐƐĞƐĂŶĚĚĂŵĂŐĞƐ;ĂŶĚƌĞůĂƚĞĚĞǆƉĞŶƐĞƐͿĐĂƵƐĞĚďǇĚĂŵĂŐĞƚŽƚŚĞtŽƌŬ͕ŶŽƚ ĐŽŵƉĞŶƐĂƚĞĚďǇŝŶƐƵƌĂŶĐĞŽƌŽƚŚĞƌǁŝƐĞ͕ƐƵƐƚĂŝŶĞĚďǇŽŶƚƌĂĐƚŽƌŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚ ƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ;ĞǆĐĞƉƚůŽƐƐĞƐĂŶĚĚĂŵĂŐĞƐǁŝƚŚŝŶƚŚĞĚĞĚƵĐƚŝďůĞ ĂŵŽƵŶƚƐŽĨďƵŝůĚĞƌ͛ƐƌŝƐŬŽƌŽƚŚĞƌƉƌŽƉĞƌƚǇŝŶƐƵƌĂŶĐĞĞƐƚĂďůŝƐŚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ WĂƌĂŐƌĂƉŚϲ͘ϬϰͿ͕ƉƌŽǀŝĚĞĚƐƵĐŚůŽƐƐĞƐĂŶĚĚĂŵĂŐĞƐŚĂǀĞƌĞƐƵůƚĞĚĨƌŽŵĐĂƵƐĞƐŽƚŚĞƌ ƚŚĂŶƚŚĞŶĞŐůŝŐĞŶĐĞŽĨŽŶƚƌĂĐƚŽƌ͕ĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌ͕ŽƌĂŶǇŽŶĞĚŝƌĞĐƚůǇŽƌŝŶĚŝƌĞĐƚůǇ ĞŵƉůŽǇĞĚďǇĂŶǇŽĨƚŚĞŵŽƌĨŽƌǁŚŽƐĞĂĐƚƐĂŶǇŽĨƚŚĞŵŵĂǇďĞůŝĂďůĞ͘^ƵĐŚůŽƐƐĞƐ ŝŶĐůƵĚĞƐĞƚƚůĞŵĞŶƚƐŵĂĚĞǁŝƚŚƚŚĞǁƌŝƚƚĞŶĐŽŶƐĞŶƚĂŶĚĂƉƉƌŽǀĂůŽĨKǁŶĞƌ͘EŽƐƵĐŚ ůŽƐƐĞƐ͕ĚĂŵĂŐĞƐ͕ĂŶĚĞǆƉĞŶƐĞƐǁŝůůďĞŝŶĐůƵĚĞĚŝŶƚŚĞŽƐƚŽĨƚŚĞtŽƌŬĨŽƌƚŚĞ ƉƵƌƉŽƐĞŽĨĚĞƚĞƌŵŝŶŝŶŐŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϱϰŽĨϳϬ Ő͘ dŚĞĐŽƐƚŽĨƵƚŝůŝƚŝĞƐ͕ĨƵĞů͕ĂŶĚƐĂŶŝƚĂƌǇĨĂĐŝůŝƚŝĞƐĂƚƚŚĞ^ŝƚĞ͘ Ś͘ DŝŶŽƌ ĞǆƉĞŶƐĞƐ ƐƵĐŚ ĂƐ ĐŽŵŵƵŶŝĐĂƚŝŽŶ ƐĞƌǀŝĐĞ Ăƚ ƚŚĞ ^ŝƚĞ͕ ĞǆƉƌĞƐƐ ĂŶĚ ĐŽƵƌŝĞƌ ƐĞƌǀŝĐĞƐ͕ĂŶĚƐŝŵŝůĂƌƉĞƚƚǇĐĂƐŚŝƚĞŵƐŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƚŚĞtŽƌŬ͘ ŝ͘ dŚĞĐŽƐƚƐŽĨƉƌĞŵŝƵŵƐĨŽƌĂůůďŽŶĚƐĂŶĚŝŶƐƵƌĂŶĐĞƚŚĂƚŽŶƚƌĂĐƚŽƌŝƐƌĞƋƵŝƌĞĚďǇƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƚŽƉƵƌĐŚĂƐĞĂŶĚŵĂŝŶƚĂŝŶ͘ ͘ŽƐƚƐǆĐůƵĚĞĚ͗dŚĞƚĞƌŵŽƐƚŽĨƚŚĞtŽƌŬĚŽĞƐŶŽƚŝŶĐůƵĚĞĂŶǇŽĨƚŚĞĨŽůůŽǁŝŶŐŝƚĞŵƐ͗ ϭ͘ WĂǇƌŽůůĐŽƐƚƐĂŶĚŽƚŚĞƌ ĐŽŵƉĞŶƐĂƚŝŽŶŽĨŽŶƚƌĂĐƚŽƌ͛Ɛ ŽĨĨŝĐĞƌƐ͕ ĞǆĞĐƵƚŝǀĞƐ͕ ƉƌŝŶĐŝƉĂůƐ͕ ŐĞŶĞƌĂůŵĂŶĂŐĞƌƐ͕ĞŶŐŝŶĞĞƌƐ͕ĂƌĐŚŝƚĞĐƚƐ͕ĞƐƚŝŵĂƚŽƌƐ͕ĂƚƚŽƌŶĞǇƐ͕ĂƵĚŝƚŽƌƐ͕ĂĐĐŽƵŶƚĂŶƚƐ͕ ƉƵƌĐŚĂƐŝŶŐĂŶĚĐŽŶƚƌĂĐƚŝŶŐĂŐĞŶƚƐ͕ĞǆƉĞĚŝƚĞƌƐ͕ƚŝŵĞŬĞĞƉĞƌƐ͕ĐůĞƌŬƐ͕ĂŶĚŽƚŚĞƌƉĞƌƐŽŶŶĞů ĞŵƉůŽǇĞĚďǇŽŶƚƌĂĐƚŽƌ͕ǁŚĞƚŚĞƌĂƚƚŚĞ^ŝƚĞŽƌŝŶŽŶƚƌĂĐƚŽƌ͛ƐƉƌŝŶĐŝƉĂůŽƌďƌĂŶĐŚŽĨĨŝĐĞ ĨŽƌŐĞŶĞƌĂůĂĚŵŝŶŝƐƚƌĂƚŝŽŶŽĨƚŚĞtŽƌŬĂŶĚŶŽƚƐƉĞĐŝĨŝĐĂůůǇŝŶĐůƵĚĞĚŝŶƚŚĞĂŐƌĞĞĚƵƉŽŶ ƐĐŚĞĚƵůĞŽĨũŽďĐůĂƐƐŝĨŝĐĂƚŝŽŶƐƌĞĨĞƌƌĞĚƚŽŝŶWĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘ϭŽƌƐƉĞĐŝĨŝĐĂůůǇĐŽǀĞƌĞĚ ďǇWĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘ϰ͘dŚĞƉĂǇƌŽůůĐŽƐƚƐĂŶĚŽƚŚĞƌĐŽŵƉĞŶƐĂƚŝŽŶĞǆĐůƵĚĞĚŚĞƌĞĂƌĞƚŽ ďĞĐŽŶƐŝĚĞƌĞĚĂĚŵŝŶŝƐƚƌĂƚŝǀĞĐŽƐƚƐĐŽǀĞƌĞĚďǇƚŚĞŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞ͘ Ϯ͘ dŚĞĐŽƐƚŽĨƉƵƌĐŚĂƐŝŶŐ͕ƌĞŶƚŝŶŐ͕ŽƌĨƵƌŶŝƐŚŝŶŐƐŵĂůůƚŽŽůƐĂŶĚŚĂŶĚƚŽŽůƐ͘ ϯ͘ ǆƉĞŶƐĞƐŽĨŽŶƚƌĂĐƚŽƌ͛ƐƉƌŝŶĐŝƉĂůĂŶĚďƌĂŶĐŚŽĨĨŝĐĞƐŽƚŚĞƌƚŚĂŶŽŶƚƌĂĐƚŽƌ͛ƐŽĨĨŝĐĞĂƚƚŚĞ ^ŝƚĞ͘ ϰ͘ ŶǇ ƉĂƌƚ ŽĨ ŽŶƚƌĂĐƚŽƌ͛Ɛ ĐĂƉŝƚĂů ĞǆƉĞŶƐĞƐ͕ ŝŶĐůƵĚŝŶŐ ŝŶƚĞƌĞƐƚ ŽŶ ŽŶƚƌĂĐƚŽƌ͛Ɛ ĐĂƉŝƚĂů ĞŵƉůŽǇĞĚĨŽƌƚŚĞtŽƌŬĂŶĚĐŚĂƌŐĞƐĂŐĂŝŶƐƚŽŶƚƌĂĐƚŽƌĨŽƌĚĞůŝŶƋƵĞŶƚƉĂǇŵĞŶƚƐ͘ ϱ͘ ŽƐƚƐĚƵĞƚŽƚŚĞŶĞŐůŝŐĞŶĐĞŽĨŽŶƚƌĂĐƚŽƌ͕ĂŶǇ^ƵďĐŽŶƚƌĂĐƚŽƌ͕ŽƌĂŶǇŽŶĞĚŝƌĞĐƚůǇŽƌ ŝŶĚŝƌĞĐƚůǇĞŵƉůŽǇĞĚďǇĂŶǇŽĨƚŚĞŵŽƌĨŽƌǁŚŽƐĞĂĐƚƐĂŶǇŽĨƚŚĞŵŵĂǇďĞůŝĂďůĞ͕ŝŶĐůƵĚŝŶŐ ďƵƚŶŽƚůŝŵŝƚĞĚƚŽ͕ƚŚĞĐŽƌƌĞĐƚŝŽŶŽĨĚĞĨĞĐƚŝǀĞtŽƌŬ͕ĚŝƐƉŽƐĂůŽĨŵĂƚĞƌŝĂůƐŽƌĞƋƵŝƉŵĞŶƚ ǁƌŽŶŐůǇƐƵƉƉůŝĞĚ͕ĂŶĚŵĂŬŝŶŐŐŽŽĚĂŶǇĚĂŵĂŐĞƚŽƉƌŽƉĞƌƚǇ͘ ϲ͘ ǆƉĞŶƐĞƐŝŶĐƵƌƌĞĚŝŶƉƌĞƉĂƌŝŶŐĂŶĚĂĚǀĂŶĐŝŶŐůĂŝŵƐ͘ ϳ͘ KƚŚĞƌŽǀĞƌŚĞĂĚŽƌŐĞŶĞƌĂůĞǆƉĞŶƐĞĐŽƐƚƐŽĨĂŶǇŬŝŶĚĂŶĚƚŚĞĐŽƐƚƐŽĨĂŶǇŝƚĞŵŶŽƚ ƐƉĞĐŝĨŝĐĂůůǇĂŶĚĞǆƉƌĞƐƐůǇŝŶĐůƵĚĞĚŝŶWĂƌĂŐƌĂƉŚϭϯ͘Ϭϭ͘͘ ͘ŽŶƚƌĂĐƚŽƌ͛Ɛ&ĞĞ ϭ͘ tŚĞŶƚŚĞtŽƌŬĂƐĂǁŚŽůĞŝƐƉĞƌĨŽƌŵĞĚŽŶƚŚĞďĂƐŝƐŽĨĐŽƐƚͲƉůƵƐͲĂͲĨĞĞ͕ƚŚĞŶ͗ Ă͘ ŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞĨŽƌƚŚĞtŽƌŬƐĞƚĨŽƌƚŚŝŶƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂƐŽĨƚŚĞĨĨĞĐƚŝǀĞ ĂƚĞŽĨƚŚĞŽŶƚƌĂĐƚǁŝůůďĞĚĞƚĞƌŵŝŶĞĚĂƐƐĞƚĨŽƌƚŚŝŶƚŚĞŐƌĞĞŵĞŶƚ͘ ď͘ ĨŽƌĂŶǇtŽƌŬĐŽǀĞƌĞĚďǇĂŚĂŶŐĞKƌĚĞƌ͕ŚĂŶŐĞWƌŽƉŽƐĂů͕ůĂŝŵ͕ƐĞƚͲŽĨĨ͕ŽƌŽƚŚĞƌ ĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽŶƚŚĞďĂƐŝƐŽĨŽƐƚŽĨƚŚĞtŽƌŬ͕ŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞǁŝůůďĞ ĚĞƚĞƌŵŝŶĞĚĂƐĨŽůůŽǁƐ͗ ϭͿ tŚĞŶƚŚĞĨĞĞĨŽƌƚŚĞtŽƌŬĂƐĂǁŚŽůĞŝƐĂƉĞƌĐĞŶƚĂŐĞŽĨƚŚĞŽƐƚŽĨƚŚĞtŽƌŬ͕ ƚŚĞĨĞĞǁŝůůĂƵƚŽŵĂƚŝĐĂůůǇĂĚũƵƐƚĂƐƚŚĞŽƐƚŽĨƚŚĞtŽƌŬĐŚĂŶŐĞƐ͘ ϮͿ tŚĞŶƚŚĞĨĞĞĨŽƌƚŚĞtŽƌŬĂƐĂǁŚŽůĞŝƐĂĨŝǆĞĚĨĞĞ͕ƚŚĞĨĞĞĨŽƌĂŶǇĂĚĚŝƚŝŽŶƐŽƌ ĚĞůĞƚŝŽŶƐǁŝůůďĞĚĞƚĞƌŵŝŶĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚWĂƌĂŐƌĂƉŚϭϭ͘Ϭϳ͘͘Ϯ͘ Ϯ͘ tŚĞŶƚŚĞtŽƌŬĂƐĂǁŚŽůĞŝƐƉĞƌĨŽƌŵĞĚŽŶƚŚĞďĂƐŝƐŽĨĂƐƚŝƉƵůĂƚĞĚƐƵŵ͕ŽƌĂŶǇŽƚŚĞƌ ďĂƐŝƐŽƚŚĞƌƚŚĂŶĐŽƐƚͲƉůƵƐͲĂͲĨĞĞ͕ƚŚĞŶŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞĨŽƌĂŶǇtŽƌŬĐŽǀĞƌĞĚďǇĂŚĂŶŐĞ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϱϱŽĨϳϬ KƌĚĞƌ͕ŚĂŶŐĞWƌŽƉŽƐĂů͕ůĂŝŵ͕ƐĞƚͲŽĨĨ͕ŽƌŽƚŚĞƌĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽŶƚŚĞďĂƐŝƐ ŽĨŽƐƚŽĨƚŚĞtŽƌŬǁŝůůďĞĚĞƚĞƌŵŝŶĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚWĂƌĂŐƌĂƉŚϭϭ͘Ϭϳ͘͘Ϯ͘ ͘ŽĐƵŵĞŶƚĂƚŝŽŶ ĂŶĚ ƵĚŝƚ͗ tŚĞŶĞǀĞƌ ƚŚĞ ŽƐƚ ŽĨ ƚŚĞ tŽƌŬ ĨŽƌ ĂŶǇ ƉƵƌƉŽƐĞ ŝƐ ƚŽ ďĞ ĚĞƚĞƌŵŝŶĞĚƉƵƌƐƵĂŶƚƚŽƚŚŝƐƌƚŝĐůĞϭϯ͕ŽŶƚƌĂĐƚŽƌĂŶĚƉĞƌƚŝŶĞŶƚ^ƵďĐŽŶƚƌĂĐƚŽƌƐǁŝůůĞƐƚĂďůŝƐŚ ĂŶĚŵĂŝŶƚĂŝŶƌĞĐŽƌĚƐŽĨƚŚĞĐŽƐƚƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚŐĞŶĞƌĂůůǇĂĐĐĞƉƚĞĚĂĐĐŽƵŶƚŝŶŐƉƌĂĐƚŝĐĞƐ͘ ^ƵďũĞĐƚƚŽƉƌŝŽƌǁƌŝƚƚĞŶŶŽƚŝĐĞ͕KǁŶĞƌǁŝůůďĞĂĨĨŽƌĚĞĚƌĞĂƐŽŶĂďůĞĂĐĐĞƐƐ͕ĚƵƌŝŶŐŶŽƌŵĂů ďƵƐŝŶĞƐƐŚŽƵƌƐ͕ƚŽĂůůŽŶƚƌĂĐƚŽƌ͛ƐĂĐĐŽƵŶƚƐ͕ƌĞĐŽƌĚƐ͕ďŽŽŬƐ͕ĐŽƌƌĞƐƉŽŶĚĞŶĐĞ͕ŝŶƐƚƌƵĐƚŝŽŶƐ͕ ĚƌĂǁŝŶŐƐ͕ƌĞĐĞŝƉƚƐ͕ǀŽƵĐŚĞƌƐ͕ŵĞŵŽƌĂŶĚĂ͕ĂŶĚƐŝŵŝůĂƌĚĂƚĂƌĞůĂƚŝŶŐƚŽƚŚĞŽƐƚŽĨƚŚĞtŽƌŬ ĂŶĚŽŶƚƌĂĐƚŽƌ͛ƐĨĞĞ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƌĞƐĞƌǀĞĂůůƐƵĐŚĚŽĐƵŵĞŶƚƐĨŽƌĂƉĞƌŝŽĚŽĨƚŚƌĞĞǇĞĂƌƐ ĂĨƚĞƌƚŚĞĨŝŶĂůƉĂǇŵĞŶƚďǇKǁŶĞƌ͘WĞƌƚŝŶĞŶƚ^ƵďĐŽŶƚƌĂĐƚŽƌƐǁŝůůĂĨĨŽƌĚƐƵĐŚĂĐĐĞƐƐƚŽKǁŶĞƌ͕ ĂŶĚƉƌĞƐĞƌǀĞƐƵĐŚĚŽĐƵŵĞŶƚƐ͕ƚŽƚŚĞƐĂŵĞĞǆƚĞŶƚƌĞƋƵŝƌĞĚŽĨŽŶƚƌĂĐƚŽƌ͘ ϭϯ͘ϬϮůůŽǁĂŶĐĞƐ ͘ /ƚŝƐƵŶĚĞƌƐƚŽŽĚƚŚĂƚŽŶƚƌĂĐƚŽƌŚĂƐŝŶĐůƵĚĞĚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞĂůůĂůůŽǁĂŶĐĞƐƐŽŶĂŵĞĚŝŶ ƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐĂŶĚƐŚĂůůĐĂƵƐĞƚŚĞtŽƌŬƐŽĐŽǀĞƌĞĚƚŽďĞƉĞƌĨŽƌŵĞĚĨŽƌƐƵĐŚƐƵŵƐ ĂŶĚďǇƐƵĐŚƉĞƌƐŽŶƐŽƌĞŶƚŝƚŝĞƐĂƐŵĂǇďĞĂĐĐĞƉƚĂďůĞƚŽKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͘ ͘ĂƐŚůůŽǁĂŶĐĞƐ͗ŽŶƚƌĂĐƚŽƌĂŐƌĞĞƐƚŚĂƚ͗ ϭ͘ ƚŚĞĐĂƐŚĂůůŽǁĂŶĐĞƐŝŶĐůƵĚĞƚŚĞĐŽƐƚƚŽŽŶƚƌĂĐƚŽƌ;ůĞƐƐĂŶǇĂƉƉůŝĐĂďůĞƚƌĂĚĞĚŝƐĐŽƵŶƚƐͿ ŽĨŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚƌĞƋƵŝƌĞĚďǇƚŚĞĂůůŽǁĂŶĐĞƐƚŽďĞĚĞůŝǀĞƌĞĚĂƚƚŚĞ^ŝƚĞ͕ĂŶĚ ĂůůĂƉƉůŝĐĂďůĞƚĂǆĞƐ͖ĂŶĚ Ϯ͘ ŽŶƚƌĂĐƚŽƌ͛ƐĐŽƐƚƐĨŽƌƵŶůŽĂĚŝŶŐĂŶĚŚĂŶĚůŝŶŐŽŶƚŚĞ^ŝƚĞ͕ůĂďŽƌ͕ŝŶƐƚĂůůĂƚŝŽŶ͕ŽǀĞƌŚĞĂĚ͕ ƉƌŽĨŝƚ͕ĂŶĚŽƚŚĞƌĞǆƉĞŶƐĞƐĐŽŶƚĞŵƉůĂƚĞĚĨŽƌƚŚĞĐĂƐŚĂůůŽǁĂŶĐĞƐŚĂǀĞďĞĞŶŝŶĐůƵĚĞĚŝŶ ƚŚĞŽŶƚƌĂĐƚWƌŝĐĞĂŶĚŶŽƚŝŶƚŚĞĂůůŽǁĂŶĐĞƐ͕ĂŶĚŶŽĚĞŵĂŶĚĨŽƌĂĚĚŝƚŝŽŶĂůƉĂǇŵĞŶƚĨŽƌ ĂŶǇŽĨƚŚĞĨŽƌĞŐŽŝŶŐǁŝůůďĞǀĂůŝĚ͘ ͘KǁŶĞƌ͛ƐŽŶƚŝŶŐĞŶĐǇůůŽǁĂŶĐĞ͗ŽŶƚƌĂĐƚŽƌĂŐƌĞĞƐƚŚĂƚĂŶKǁŶĞƌ͛ƐĐŽŶƚŝŶŐĞŶĐǇĂůůŽǁĂŶĐĞ͕ ŝĨĂŶǇ͕ŝƐĨŽƌƚŚĞƐŽůĞƵƐĞŽĨKǁŶĞƌƚŽĐŽǀĞƌƵŶĂŶƚŝĐŝƉĂƚĞĚĐŽƐƚƐ͘ ͘ WƌŝŽƌƚŽĨŝŶĂůƉĂǇŵĞŶƚ͕ĂŶĂƉƉƌŽƉƌŝĂƚĞŚĂŶŐĞKƌĚĞƌǁŝůůďĞŝƐƐƵĞĚĂƐƌĞĐŽŵŵĞŶĚĞĚďǇ ŶŐŝŶĞĞƌƚŽƌĞĨůĞĐƚĂĐƚƵĂůĂŵŽƵŶƚƐĚƵĞŽŶƚƌĂĐƚŽƌĨŽƌtŽƌŬĐŽǀĞƌĞĚďǇĂůůŽǁĂŶĐĞƐ͕ĂŶĚƚŚĞ ŽŶƚƌĂĐƚWƌŝĐĞǁŝůůďĞĐŽƌƌĞƐƉŽŶĚŝŶŐůǇĂĚũƵƐƚĞĚ͘ ϭϯ͘ϬϯhŶŝƚWƌŝĐĞtŽƌŬ ͘ tŚĞƌĞƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƉƌŽǀŝĚĞƚŚĂƚĂůůŽƌƉĂƌƚŽĨƚŚĞtŽƌŬŝƐƚŽďĞhŶŝƚWƌŝĐĞtŽƌŬ͕ ŝŶŝƚŝĂůůǇƚŚĞŽŶƚƌĂĐƚWƌŝĐĞǁŝůůďĞĚĞĞŵĞĚƚŽŝŶĐůƵĚĞĨŽƌĂůůhŶŝƚWƌŝĐĞtŽƌŬĂŶĂŵŽƵŶƚĞƋƵĂů ƚŽƚŚĞƐƵŵŽĨƚŚĞƵŶŝƚƉƌŝĐĞĨŽƌĞĂĐŚƐĞƉĂƌĂƚĞůǇŝĚĞŶƚŝĨŝĞĚŝƚĞŵŽĨhŶŝƚWƌŝĐĞtŽƌŬƚŝŵĞƐƚŚĞ ĞƐƚŝŵĂƚĞĚƋƵĂŶƚŝƚǇŽĨĞĂĐŚŝƚĞŵĂƐŝŶĚŝĐĂƚĞĚŝŶƚŚĞŐƌĞĞŵĞŶƚ͘ ͘ dŚĞĞƐƚŝŵĂƚĞĚƋƵĂŶƚŝƚŝĞƐŽĨŝƚĞŵƐŽĨhŶŝƚWƌŝĐĞtŽƌŬĂƌĞŶŽƚŐƵĂƌĂŶƚĞĞĚĂŶĚĂƌĞƐŽůĞůǇĨŽƌ ƚŚĞƉƵƌƉŽƐĞŽĨĐŽŵƉĂƌŝƐŽŶŽĨŝĚƐĂŶĚĚĞƚĞƌŵŝŶŝŶŐĂŶŝŶŝƚŝĂůŽŶƚƌĂĐƚWƌŝĐĞ͘WĂǇŵĞŶƚƐƚŽ ŽŶƚƌĂĐƚŽƌĨŽƌhŶŝƚWƌŝĐĞtŽƌŬǁŝůůďĞďĂƐĞĚŽŶĂĐƚƵĂůƋƵĂŶƚŝƚŝĞƐ͘ ͘ ĂĐŚƵŶŝƚƉƌŝĐĞǁŝůůďĞĚĞĞŵĞĚƚŽŝŶĐůƵĚĞĂŶĂŵŽƵŶƚĐŽŶƐŝĚĞƌĞĚďǇŽŶƚƌĂĐƚŽƌƚŽďĞĂĚĞƋƵĂƚĞ ƚŽĐŽǀĞƌŽŶƚƌĂĐƚŽƌ͛ƐŽǀĞƌŚĞĂĚĂŶĚƉƌŽĨŝƚĨŽƌĞĂĐŚƐĞƉĂƌĂƚĞůǇŝĚĞŶƚŝĨŝĞĚŝƚĞŵ͘ ͘ ŶŐŝŶĞĞƌǁŝůůĚĞƚĞƌŵŝŶĞƚŚĞĂĐƚƵĂůƋƵĂŶƚŝƚŝĞƐĂŶĚĐůĂƐƐŝĨŝĐĂƚŝŽŶƐŽĨhŶŝƚWƌŝĐĞtŽƌŬƉĞƌĨŽƌŵĞĚ ďǇ ŽŶƚƌĂĐƚŽƌ͘ ŶŐŝŶĞĞƌ ǁŝůů ƌĞǀŝĞǁ ǁŝƚŚ ŽŶƚƌĂĐƚŽƌ ƚŚĞ ŶŐŝŶĞĞƌ͛Ɛ ƉƌĞůŝŵŝŶĂƌǇ ĚĞƚĞƌŵŝŶĂƚŝŽŶƐ ŽŶ ƐƵĐŚ ŵĂƚƚĞƌƐ ďĞĨŽƌĞ ƌĞŶĚĞƌŝŶŐ Ă ǁƌŝƚƚĞŶ ĚĞĐŝƐŝŽŶ ƚŚĞƌĞŽŶ ;ďǇ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶŽĨĂŶƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚŽƌŽƚŚĞƌǁŝƐĞͿ͘ŶŐŝŶĞĞƌ͛ƐǁƌŝƚƚĞŶĚĞĐŝƐŝŽŶ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϱϲŽĨϳϬ ƚŚĞƌĞŽŶǁŝůůďĞĨŝŶĂůĂŶĚďŝŶĚŝŶŐ;ĞǆĐĞƉƚĂƐŵŽĚŝĨŝĞĚďǇŶŐŝŶĞĞƌƚŽƌĞĨůĞĐƚĐŚĂŶŐĞĚĨĂĐƚƵĂů ĐŽŶĚŝƚŝŽŶƐŽƌŵŽƌĞĂĐĐƵƌĂƚĞĚĂƚĂͿƵƉŽŶKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌ͕ĂŶĚƚŚĞĨŝŶĂůĂĚũƵƐƚŵĞŶƚŽĨ ŽŶƚƌĂĐƚWƌŝĐĞǁŝůůďĞƐĞƚĨŽƌƚŚŝŶĂŚĂŶŐĞKƌĚĞƌ͕ƐƵďũĞĐƚƚŽƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞĨŽůůŽǁŝŶŐ ƉĂƌĂŐƌĂƉŚ͘ ͘ĚũƵƐƚŵĞŶƚƐŝŶhŶŝƚWƌŝĐĞ ϭ͘ ŽŶƚƌĂĐƚŽƌŽƌKǁŶĞƌƐŚĂůůďĞĞŶƚŝƚůĞĚƚŽĂŶĂĚũƵƐƚŵĞŶƚŝŶƚŚĞƵŶŝƚƉƌŝĐĞǁŝƚŚƌĞƐƉĞĐƚƚŽ ĂŶŝƚĞŵŽĨhŶŝƚWƌŝĐĞtŽƌŬŝĨ͗ Ă͘ ƚŚĞƋƵĂŶƚŝƚǇŽĨƚŚĞŝƚĞŵŽĨhŶŝƚWƌŝĐĞtŽƌŬƉĞƌĨŽƌŵĞĚďǇŽŶƚƌĂĐƚŽƌĚŝĨĨĞƌƐŵĂƚĞƌŝĂůůǇ ĂŶĚ ƐŝŐŶŝĨŝĐĂŶƚůǇ ĨƌŽŵ ƚŚĞ ĞƐƚŝŵĂƚĞĚ ƋƵĂŶƚŝƚǇ ŽĨ ƐƵĐŚ ŝƚĞŵ ŝŶĚŝĐĂƚĞĚ ŝŶ ƚŚĞ ŐƌĞĞŵĞŶƚ͖ĂŶĚ ď͘ ŽŶƚƌĂĐƚŽƌ͛Ɛ ƵŶŝƚ ĐŽƐƚƐ ƚŽ ƉĞƌĨŽƌŵ ƚŚĞ ŝƚĞŵ ŽĨ hŶŝƚ WƌŝĐĞ tŽƌŬ ŚĂǀĞ ĐŚĂŶŐĞĚ ŵĂƚĞƌŝĂůůǇĂŶĚƐŝŐŶŝĨŝĐĂŶƚůǇĂƐĂƌĞƐƵůƚŽĨƚŚĞƋƵĂŶƚŝƚǇĐŚĂŶŐĞ͘ Ϯ͘ dŚĞĂĚũƵƐƚŵĞŶƚŝŶƵŶŝƚƉƌŝĐĞǁŝůůĂĐĐŽƵŶƚĨŽƌĂŶĚďĞĐŽŽƌĚŝŶĂƚĞĚǁŝƚŚĂŶǇƌĞůĂƚĞĚĐŚĂŶŐĞƐ ŝŶƋƵĂŶƚŝƚŝĞƐŽĨŽƚŚĞƌŝƚĞŵƐŽĨtŽƌŬ͕ĂŶĚŝŶŽŶƚƌĂĐƚŽƌ͛ƐĐŽƐƚƐƚŽƉĞƌĨŽƌŵƐƵĐŚŽƚŚĞƌ tŽƌŬ͕ƐƵĐŚƚŚĂƚƚŚĞƌĞƐƵůƚŝŶŐŽǀĞƌĂůůĐŚĂŶŐĞŝŶŽŶƚƌĂĐƚWƌŝĐĞŝƐĞƋƵŝƚĂďůĞƚŽKǁŶĞƌĂŶĚ ŽŶƚƌĂĐƚŽƌ͘ ϯ͘ ĚũƵƐƚĞĚƵŶŝƚƉƌŝĐĞƐǁŝůůĂƉƉůǇƚŽĂůůƵŶŝƚƐŽĨƚŚĂƚŝƚĞŵ͘ Zd/>ϭϰͶd^d^E/E^Wd/KE^͖KZZd/KE͕ZDKs>͕KZWdEK&&d/stKZ< ϭϰ͘ϬϭĐĐĞƐƐƚŽtŽƌŬ ͘ KǁŶĞƌ͕ ŶŐŝŶĞĞƌ͕ ƚŚĞŝƌ ĐŽŶƐƵůƚĂŶƚƐ ĂŶĚ ŽƚŚĞƌ ƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐ ĂŶĚ ƉĞƌƐŽŶŶĞů ŽĨ KǁŶĞƌ͕ ŝŶĚĞƉĞŶĚĞŶƚƚĞƐƚŝŶŐůĂďŽƌĂƚŽƌŝĞƐ͕ĂŶĚĂƵƚŚŽƌŝƚŝĞƐŚĂǀŝŶŐũƵƌŝƐĚŝĐƚŝŽŶŚĂǀĞĂĐĐĞƐƐƚŽƚŚĞ^ŝƚĞ ĂŶĚƚŚĞtŽƌŬĂƚƌĞĂƐŽŶĂďůĞƚŝŵĞƐĨŽƌƚŚĞŝƌŽďƐĞƌǀĂƚŝŽŶ͕ŝŶƐƉĞĐƚŝŽŶ͕ĂŶĚƚĞƐƚŝŶŐ͘ŽŶƚƌĂĐƚŽƌ ƐŚĂůůƉƌŽǀŝĚĞƚŚĞŵƉƌŽƉĞƌĂŶĚƐĂĨĞĐŽŶĚŝƚŝŽŶƐĨŽƌƐƵĐŚĂĐĐĞƐƐĂŶĚĂĚǀŝƐĞƚŚĞŵŽĨŽŶƚƌĂĐƚŽƌ͛Ɛ ƐĂĨĞƚǇƉƌŽĐĞĚƵƌĞƐĂŶĚƉƌŽŐƌĂŵƐƐŽƚŚĂƚƚŚĞǇŵĂǇĐŽŵƉůǇǁŝƚŚƐƵĐŚƉƌŽĐĞĚƵƌĞƐĂŶĚƉƌŽŐƌĂŵƐ ĂƐĂƉƉůŝĐĂďůĞ͘ ϭϰ͘ϬϮdĞƐƚƐ͕/ŶƐƉĞĐƚŝŽŶƐ͕ĂŶĚƉƉƌŽǀĂůƐ ͘ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ŐŝǀĞ ŶŐŝŶĞĞƌ ƚŝŵĞůǇ ŶŽƚŝĐĞ ŽĨ ƌĞĂĚŝŶĞƐƐ ŽĨ ƚŚĞ tŽƌŬ ;Žƌ ƐƉĞĐŝĨŝĐ ƉĂƌƚƐ ƚŚĞƌĞŽĨͿĨŽƌĂůůƌĞƋƵŝƌĞĚŝŶƐƉĞĐƚŝŽŶƐĂŶĚƚĞƐƚƐ͕ĂŶĚƐŚĂůůĐŽŽƉĞƌĂƚĞǁŝƚŚŝŶƐƉĞĐƚŝŽŶĂŶĚƚĞƐƚŝŶŐ ƉĞƌƐŽŶŶĞůƚŽĨĂĐŝůŝƚĂƚĞƌĞƋƵŝƌĞĚŝŶƐƉĞĐƚŝŽŶƐĂŶĚƚĞƐƚƐ͘ ͘ KǁŶĞƌƐŚĂůůƌĞƚĂŝŶĂŶĚƉĂǇĨŽƌƚŚĞƐĞƌǀŝĐĞƐŽĨĂŶŝŶĚĞƉĞŶĚĞŶƚŝŶƐƉĞĐƚŽƌ͕ƚĞƐƚŝŶŐůĂďŽƌĂƚŽƌǇ͕ ŽƌŽƚŚĞƌƋƵĂůŝĨŝĞĚŝŶĚŝǀŝĚƵĂůŽƌĞŶƚŝƚǇƚŽƉĞƌĨŽƌŵĂůůŝŶƐƉĞĐƚŝŽŶƐĂŶĚƚĞƐƚƐĞǆƉƌĞƐƐůǇƌĞƋƵŝƌĞĚ ďǇƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƚŽďĞĨƵƌŶŝƐŚĞĚĂŶĚƉĂŝĚĨŽƌďǇKǁŶĞƌ͕ĞǆĐĞƉƚƚŚĂƚĐŽƐƚƐŝŶĐƵƌƌĞĚ ŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƚĞƐƚƐŽƌŝŶƐƉĞĐƚŝŽŶƐŽĨĐŽǀĞƌĞĚtŽƌŬǁŝůůďĞŐŽǀĞƌŶĞĚďǇƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨ WĂƌĂŐƌĂƉŚϭϰ͘Ϭϱ͘ ͘ /Ĩ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐŽĨĂŶǇƉƵďůŝĐďŽĚǇŚĂǀŝŶŐũƵƌŝƐĚŝĐƚŝŽŶƌĞƋƵŝƌĞĂŶǇtŽƌŬ;ŽƌƉĂƌƚƚŚĞƌĞŽĨͿ ƐƉĞĐŝĨŝĐĂůůǇƚŽďĞŝŶƐƉĞĐƚĞĚ͕ƚĞƐƚĞĚ͕ŽƌĂƉƉƌŽǀĞĚďǇĂŶĞŵƉůŽǇĞĞŽƌŽƚŚĞƌƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨ ƐƵĐŚƉƵďůŝĐďŽĚǇ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůĂƐƐƵŵĞĨƵůůƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌĂƌƌĂŶŐŝŶŐĂŶĚŽďƚĂŝŶŝŶŐƐƵĐŚ ŝŶƐƉĞĐƚŝŽŶƐ͕ƚĞƐƚƐ͕ŽƌĂƉƉƌŽǀĂůƐ͕ƉĂǇĂůůĐŽƐƚƐŝŶĐŽŶŶĞĐƚŝŽŶƚŚĞƌĞǁŝƚŚ͕ĂŶĚĨƵƌŶŝƐŚŶŐŝŶĞĞƌ ƚŚĞƌĞƋƵŝƌĞĚĐĞƌƚŝĨŝĐĂƚĞƐŽĨŝŶƐƉĞĐƚŝŽŶŽƌĂƉƉƌŽǀĂů͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϱϳŽĨϳϬ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞƌĞƐƉŽŶƐŝďůĞĨŽƌĂƌƌĂŶŐŝŶŐ͕ŽďƚĂŝŶŝŶŐ͕ĂŶĚƉĂǇŝŶŐĨŽƌĂůůŝŶƐƉĞĐƚŝŽŶƐĂŶĚ ƚĞƐƚƐƌĞƋƵŝƌĞĚ͗ ϭ͘ ďǇ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͕ ƵŶůĞƐƐ ƚŚĞ ŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ ĞǆƉƌĞƐƐůǇ ĂůůŽĐĂƚĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌĂƐƉĞĐŝĨŝĐŝŶƐƉĞĐƚŝŽŶŽƌƚĞƐƚƚŽKǁŶĞƌ͖ Ϯ͘ ƚŽ ĂƚƚĂŝŶ KǁŶĞƌ͛Ɛ ĂŶĚ ŶŐŝŶĞĞƌ͛Ɛ ĂĐĐĞƉƚĂŶĐĞ ŽĨ ŵĂƚĞƌŝĂůƐ ŽƌĞƋƵŝƉŵĞŶƚ ƚŽ ďĞ ŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŚĞtŽƌŬ͖ ϯ͘ ďǇŵĂŶƵĨĂĐƚƵƌĞƌƐŽĨĞƋƵŝƉŵĞŶƚĨƵƌŶŝƐŚĞĚƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͖ ϰ͘ ĨŽƌƚĞƐƚŝŶŐ͕ĂĚũƵƐƚŝŶŐ͕ĂŶĚďĂůĂŶĐŝŶŐŽĨŵĞĐŚĂŶŝĐĂů͕ĞůĞĐƚƌŝĐĂů͕ĂŶĚŽƚŚĞƌĞƋƵŝƉŵĞŶƚƚŽďĞ ŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞtŽƌŬ͖ĂŶĚ ϱ͘ ĨŽƌĂĐĐĞƉƚĂŶĐĞŽĨŵĂƚĞƌŝĂůƐ͕ŵŝǆĚĞƐŝŐŶƐ͕ŽƌĞƋƵŝƉŵĞŶƚƐƵďŵŝƚƚĞĚĨŽƌĂƉƉƌŽǀĂůƉƌŝŽƌƚŽ ŽŶƚƌĂĐƚŽƌ͛ƐƉƵƌĐŚĂƐĞƚŚĞƌĞŽĨĨŽƌŝŶĐŽƌƉŽƌĂƚŝŽŶŝŶƚŚĞtŽƌŬ͘ ^ƵĐŚŝŶƐƉĞĐƚŝŽŶƐĂŶĚƚĞƐƚƐǁŝůůďĞƉĞƌĨŽƌŵĞĚďǇŝŶĚĞƉĞŶĚĞŶƚŝŶƐƉĞĐƚŽƌƐ͕ƚĞƐƚŝŶŐůĂďŽƌĂƚŽƌŝĞƐ͕ ŽƌŽƚŚĞƌƋƵĂůŝĨŝĞĚŝŶĚŝǀŝĚƵĂůƐŽƌĞŶƚŝƚŝĞƐĂĐĐĞƉƚĂďůĞƚŽKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͘ ͘ /ĨƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐƌĞƋƵŝƌĞƚŚĞtŽƌŬ;ŽƌƉĂƌƚƚŚĞƌĞŽĨͿƚŽďĞĂƉƉƌŽǀĞĚďǇKǁŶĞƌ͕ ŶŐŝŶĞĞƌ͕ Žƌ ĂŶŽƚŚĞƌ ĚĞƐŝŐŶĂƚĞĚ ŝŶĚŝǀŝĚƵĂů Žƌ ĞŶƚŝƚǇ͕ ƚŚĞŶ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ĂƐƐƵŵĞ ĨƵůů ƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌĂƌƌĂŶŐŝŶŐĂŶĚŽďƚĂŝŶŝŶŐƐƵĐŚĂƉƉƌŽǀĂůƐ͘ &͘ /ĨĂŶǇtŽƌŬ;ŽƌƚŚĞǁŽƌŬŽĨŽƚŚĞƌƐͿƚŚĂƚŝƐƚŽďĞŝŶƐƉĞĐƚĞĚ͕ƚĞƐƚĞĚ͕ŽƌĂƉƉƌŽǀĞĚŝƐĐŽǀĞƌĞĚďǇ ŽŶƚƌĂĐƚŽƌ ǁŝƚŚŽƵƚ ǁƌŝƚƚĞŶ ĐŽŶĐƵƌƌĞŶĐĞ ŽĨ ŶŐŝŶĞĞƌ͕ ŽŶƚƌĂĐƚŽƌƐŚĂůů͕ ŝĨ ƌĞƋƵĞƐƚĞĚ ďǇ ŶŐŝŶĞĞƌ͕ƵŶĐŽǀĞƌƐƵĐŚtŽƌŬĨŽƌŽďƐĞƌǀĂƚŝŽŶ͘^ƵĐŚƵŶĐŽǀĞƌŝŶŐǁŝůůďĞĂƚŽŶƚƌĂĐƚŽƌ͛ƐĞǆƉĞŶƐĞ ƵŶůĞƐƐŽŶƚƌĂĐƚŽƌŚĂĚŐŝǀĞŶŶŐŝŶĞĞƌƚŝŵĞůǇŶŽƚŝĐĞŽĨŽŶƚƌĂĐƚŽƌ͛ƐŝŶƚĞŶƚŝŽŶƚŽĐŽǀĞƌƚŚĞ ƐĂŵĞĂŶĚŶŐŝŶĞĞƌŚĂĚŶŽƚĂĐƚĞĚǁŝƚŚƌĞĂƐŽŶĂďůĞƉƌŽŵƉƚŶĞƐƐŝŶƌĞƐƉŽŶƐĞƚŽƐƵĐŚŶŽƚŝĐĞ͘ ϭϰ͘ϬϯĞĨĞĐƚŝǀĞtŽƌŬ ͘ŽŶƚƌĂĐƚŽƌ͛ƐKďůŝŐĂƚŝŽŶ͗/ƚŝƐŽŶƚƌĂĐƚŽƌ͛ƐŽďůŝŐĂƚŝŽŶƚŽĂƐƐƵƌĞƚŚĂƚƚŚĞtŽƌŬŝƐŶŽƚĚĞĨĞĐƚŝǀĞ͘ ͘ŶŐŝŶĞĞƌ͛ƐƵƚŚŽƌŝƚǇ͗ŶŐŝŶĞĞƌŚĂƐƚŚĞĂƵƚŚŽƌŝƚǇƚŽĚĞƚĞƌŵŝŶĞǁŚĞƚŚĞƌtŽƌŬŝƐĚĞĨĞĐƚŝǀĞ͕ĂŶĚ ƚŽƌĞũĞĐƚĚĞĨĞĐƚŝǀĞtŽƌŬ͘ ͘EŽƚŝĐĞŽĨĞĨĞĐƚƐ͗WƌŽŵƉƚǁƌŝƚƚĞŶŶŽƚŝĐĞŽĨĂůůĚĞĨĞĐƚŝǀĞtŽƌŬŽĨǁŚŝĐŚKǁŶĞƌŽƌŶŐŝŶĞĞƌ ŚĂƐĂĐƚƵĂůŬŶŽǁůĞĚŐĞǁŝůůďĞŐŝǀĞŶƚŽŽŶƚƌĂĐƚŽƌ͘ ͘ŽƌƌĞĐƚŝŽŶ͕ŽƌZĞŵŽǀĂůĂŶĚZĞƉůĂĐĞŵĞŶƚ͗WƌŽŵƉƚůǇĂĨƚĞƌƌĞĐĞŝƉƚŽĨǁƌŝƚƚĞŶŶŽƚŝĐĞŽĨĚĞĨĞĐƚŝǀĞ tŽƌŬ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůĐŽƌƌĞĐƚĂůůƐƵĐŚĚĞĨĞĐƚŝǀĞtŽƌŬ͕ǁŚĞƚŚĞƌŽƌŶŽƚĨĂďƌŝĐĂƚĞĚ͕ŝŶƐƚĂůůĞĚ͕ ŽƌĐŽŵƉůĞƚĞĚ͕Žƌ͕ŝĨŶŐŝŶĞĞƌŚĂƐƌĞũĞĐƚĞĚƚŚĞĚĞĨĞĐƚŝǀĞtŽƌŬ͕ƌĞŵŽǀĞŝƚĨƌŽŵƚŚĞWƌŽũĞĐƚĂŶĚ ƌĞƉůĂĐĞŝƚǁŝƚŚtŽƌŬƚŚĂƚŝƐŶŽƚĚĞĨĞĐƚŝǀĞ͘ ͘WƌĞƐĞƌǀĂƚŝŽŶŽĨtĂƌƌĂŶƚŝĞƐ͗tŚĞŶĐŽƌƌĞĐƚŝŶŐĚĞĨĞĐƚŝǀĞtŽƌŬ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƚĂŬĞŶŽĂĐƚŝŽŶ ƚŚĂƚǁŽƵůĚǀŽŝĚŽƌŽƚŚĞƌǁŝƐĞŝŵƉĂŝƌKǁŶĞƌ͛ƐƐƉĞĐŝĂůǁĂƌƌĂŶƚǇĂŶĚŐƵĂƌĂŶƚĞĞ͕ŝĨĂŶǇ͕ŽŶƐĂŝĚ tŽƌŬ͘ &͘ŽƐƚƐĂŶĚĂŵĂŐĞƐ͗/ŶĂĚĚŝƚŝŽŶƚŽŝƚƐĐŽƌƌĞĐƚŝŽŶ͕ƌĞŵŽǀĂů͕ĂŶĚƌĞƉůĂĐĞŵĞŶƚŽďůŝŐĂƚŝŽŶƐǁŝƚŚ ƌĞƐƉĞĐƚƚŽĚĞĨĞĐƚŝǀĞtŽƌŬ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƉĂǇĂůůĐůĂŝŵƐ͕ĐŽƐƚƐ͕ůŽƐƐĞƐ͕ĂŶĚĚĂŵĂŐĞƐĂƌŝƐŝŶŐ 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ƚŚĞŶƵŵďĞƌŽĨƵŶŝƚƐĐŽŵƉůĞƚĞĚĚƵƌŝŶŐƚŚĞƉĂǇƉĞƌŝŽĚ͕ĂƐĚĞƚĞƌŵŝŶĞĚƵŶĚĞƌƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨ WĂƌĂŐƌĂƉŚϭϯ͘Ϭϯ͘WƌŽŐƌĞƐƐƉĂǇŵĞŶƚƐĨŽƌĐŽƐƚͲďĂƐĞĚtŽƌŬǁŝůůďĞďĂƐĞĚŽŶŽƐƚŽĨƚŚĞtŽƌŬ ĐŽŵƉůĞƚĞĚďǇŽŶƚƌĂĐƚŽƌĚƵƌŝŶŐƚŚĞƉĂǇƉĞƌŝŽĚ͘ ͘ƉƉůŝĐĂƚŝŽŶƐĨŽƌWĂǇŵĞŶƚƐ ϭ͘ ƚůĞĂƐƚϮϬĚĂǇƐďĞĨŽƌĞƚŚĞĚĂƚĞĞƐƚĂďůŝƐŚĞĚŝŶƚŚĞŐƌĞĞŵĞŶƚĨŽƌĞĂĐŚƉƌŽŐƌĞƐƐƉĂǇŵĞŶƚ ;ďƵƚŶŽƚŵŽƌĞŽĨƚĞŶƚŚĂŶŽŶĐĞĂŵŽŶƚŚͿ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƐƵďŵŝƚƚŽŶŐŝŶĞĞƌĨŽƌƌĞǀŝĞǁ ĂŶ ƉƉůŝĐĂƚŝŽŶ ĨŽƌ WĂǇŵĞŶƚ ĨŝůůĞĚ ŽƵƚ ĂŶĚ ƐŝŐŶĞĚ ďǇ ŽŶƚƌĂĐƚŽƌĐŽǀĞƌŝŶŐ ƚŚĞ tŽƌŬ ĐŽŵƉůĞƚĞĚ ĂƐ ŽĨ ƚŚĞ ĚĂƚĞ ŽĨ ƚŚĞ ƉƉůŝĐĂƚŝŽŶ ĂŶĚ ĂĐĐŽŵƉĂŶŝĞĚ ďǇƐƵĐŚ ƐƵƉƉŽƌƚŝŶŐ ĚŽĐƵŵĞŶƚĂƚŝŽŶĂƐŝƐƌĞƋƵŝƌĞĚďǇƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ Ϯ͘ /ĨƉĂǇŵĞŶƚŝƐƌĞƋƵĞƐƚĞĚŽŶƚŚĞďĂƐŝƐŽĨŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚŶŽƚŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŚĞ tŽƌŬďƵƚĚĞůŝǀĞƌĞĚĂŶĚƐƵŝƚĂďůǇƐƚŽƌĞĚĂƚƚŚĞ^ŝƚĞŽƌĂƚĂŶŽƚŚĞƌůŽĐĂƚŝŽŶĂŐƌĞĞĚƚŽŝŶ ǁƌŝƚŝŶŐ͕ƚŚĞƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚŵƵƐƚĂůƐŽďĞĂĐĐŽŵƉĂŶŝĞĚďǇ͗;ĂͿĂďŝůůŽĨƐĂůĞ͕ ŝŶǀŽŝĐĞ͕ĐŽƉŝĞƐŽĨƐƵďĐŽŶƚƌĂĐƚŽƌƉƵƌĐŚĂƐĞŽƌĚĞƌƉĂǇŵĞŶƚƐ͕ŽƌŽƚŚĞƌĚŽĐƵŵĞŶƚĂƚŝŽŶ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ 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ƚŽ ŽŶƚƌĂĐƚŽƌ ŝŶĚŝĐĂƚŝŶŐ ŝŶ ǁƌŝƚŝŶŐ ŶŐŝŶĞĞƌ͛ƐƌĞĂƐŽŶƐĨŽƌƌĞĨƵƐŝŶŐƚŽƌĞĐŽŵŵĞŶĚƉĂǇŵĞŶƚ͘/ŶƚŚĞůĂƚƚĞƌĐĂƐĞ͕ŽŶƚƌĂĐƚŽƌ ŵĂǇŵĂŬĞƚŚĞŶĞĐĞƐƐĂƌǇĐŽƌƌĞĐƚŝŽŶƐĂŶĚƌĞƐƵďŵŝƚƚŚĞƉƉůŝĐĂƚŝŽŶ͘ Ϯ͘ ŶŐŝŶĞĞƌ͛ƐƌĞĐŽŵŵĞŶĚĂƚŝŽŶŽĨĂŶǇƉĂǇŵĞŶƚƌĞƋƵĞƐƚĞĚŝŶĂŶƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚǁŝůů ĐŽŶƐƚŝƚƵƚĞĂƌĞƉƌĞƐĞŶƚĂƚŝŽŶďǇŶŐŝŶĞĞƌƚŽKǁŶĞƌ͕ďĂƐĞĚŽŶŶŐŝŶĞĞƌ͛ƐŽďƐĞƌǀĂƚŝŽŶƐŽĨ ƚŚĞĞǆĞĐƵƚĞĚtŽƌŬĂƐĂŶĞǆƉĞƌŝĞŶĐĞĚĂŶĚƋƵĂůŝĨŝĞĚĚĞƐŝŐŶƉƌŽĨĞƐƐŝŽŶĂů͕ĂŶĚŽŶŶŐŝŶĞĞƌ͛Ɛ ƌĞǀŝĞǁŽĨƚŚĞƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚĂŶĚƚŚĞĂĐĐŽŵƉĂŶǇŝŶŐĚĂƚĂĂŶĚƐĐŚĞĚƵůĞƐ͕ƚŚĂƚƚŽ ƚŚĞďĞƐƚŽĨŶŐŝŶĞĞƌ͛ƐŬŶŽǁůĞĚŐĞ͕ŝŶĨŽƌŵĂƚŝŽŶĂŶĚďĞůŝĞĨ͗ Ă͘ ƚŚĞtŽƌŬŚĂƐƉƌŽŐƌĞƐƐĞĚƚŽƚŚĞƉŽŝŶƚŝŶĚŝĐĂƚĞĚ͖ ď͘ ƚŚĞƋƵĂůŝƚǇŽĨƚŚĞtŽƌŬŝƐŐĞŶĞƌĂůůǇŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ ;ƐƵďũĞĐƚ ƚŽ ĂŶ ĞǀĂůƵĂƚŝŽŶ ŽĨ ƚŚĞ tŽƌŬ ĂƐ Ă ĨƵŶĐƚŝŽŶŝŶŐ ǁŚŽůĞ ƉƌŝŽƌ ƚŽ Žƌ ƵƉŽŶ ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͕ƚŚĞƌĞƐƵůƚƐŽĨĂŶǇƐƵďƐĞƋƵĞŶƚƚĞƐƚƐĐĂůůĞĚĨŽƌŝŶƚŚĞŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ͕ĂĨŝŶĂůĚĞƚĞƌŵŝŶĂƚŝŽŶŽĨƋƵĂŶƚŝƚŝĞƐĂŶĚĐůĂƐƐŝĨŝĐĂƚŝŽŶƐĨŽƌhŶŝƚWƌŝĐĞtŽƌŬ ƵŶĚĞƌWĂƌĂŐƌĂƉŚϭϯ͘Ϭϯ͕ĂŶĚĂŶǇŽƚŚĞƌƋƵĂůŝĨŝĐĂƚŝŽŶƐƐƚĂƚĞĚŝŶƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶͿ͖ ĂŶĚ Đ͘ ƚŚĞĐŽŶĚŝƚŝŽŶƐƉƌĞĐĞĚĞŶƚƚŽŽŶƚƌĂĐƚŽƌ͛ƐďĞŝŶŐĞŶƚŝƚůĞĚƚŽƐƵĐŚƉĂǇŵĞŶƚĂƉƉĞĂƌƚŽ ŚĂǀĞďĞĞŶĨƵůĨŝůůĞĚŝŶƐŽĨĂƌĂƐŝƚŝƐŶŐŝŶĞĞƌ͛ƐƌĞƐƉŽŶƐŝďŝůŝƚǇƚŽŽďƐĞƌǀĞƚŚĞtŽƌŬ͘ ϯ͘ Ǉ ƌĞĐŽŵŵĞŶĚŝŶŐ ĂŶǇ ƐƵĐŚ ƉĂǇŵĞŶƚ ŶŐŝŶĞĞƌ ǁŝůů ŶŽƚ ƚŚĞƌĞďǇ ďĞ ĚĞĞŵĞĚ ƚŽ ŚĂǀĞ ƌĞƉƌĞƐĞŶƚĞĚƚŚĂƚ͗ Ă͘ ŝŶƐƉĞĐƚŝŽŶƐŵĂĚĞƚŽĐŚĞĐŬƚŚĞƋƵĂůŝƚǇŽƌƚŚĞƋƵĂŶƚŝƚǇŽĨƚŚĞtŽƌŬĂƐŝƚŚĂƐďĞĞŶ ƉĞƌĨŽƌŵĞĚŚĂǀĞďĞĞŶĞǆŚĂƵƐƚŝǀĞ͕ĞǆƚĞŶĚĞĚƚŽĞǀĞƌǇĂƐƉĞĐƚŽĨƚŚĞtŽƌŬŝŶƉƌŽŐƌĞƐƐ͕ ŽƌŝŶǀŽůǀĞĚĚĞƚĂŝůĞĚŝŶƐƉĞĐƚŝŽŶƐŽĨƚŚĞtŽƌŬďĞǇŽŶĚƚŚĞƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐƐƉĞĐŝĨŝĐĂůůǇ ĂƐƐŝŐŶĞĚƚŽŶŐŝŶĞĞƌŝŶƚŚĞŽŶƚƌĂĐƚ͖Žƌ ď͘ ƚŚĞƌĞŵĂǇŶŽƚďĞŽƚŚĞƌŵĂƚƚĞƌƐŽƌŝƐƐƵĞƐďĞƚǁĞĞŶƚŚĞƉĂƌƚŝĞƐƚŚĂƚŵŝŐŚƚĞŶƚŝƚůĞ ŽŶƚƌĂĐƚŽƌƚŽďĞƉĂŝĚĂĚĚŝƚŝŽŶĂůůǇďǇKǁŶĞƌŽƌĞŶƚŝƚůĞKǁŶĞƌƚŽǁŝƚŚŚŽůĚƉĂǇŵĞŶƚƚŽ ŽŶƚƌĂĐƚŽƌ͘ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲϭŽĨϳϬ ϰ͘ EĞŝƚŚĞƌ ŶŐŝŶĞĞƌ͛Ɛ ƌĞǀŝĞǁ ŽĨ ŽŶƚƌĂĐƚŽƌ͛Ɛ tŽƌŬ ĨŽƌ ƚŚĞ ƉƵƌƉŽƐĞƐ ŽĨ ƌĞĐŽŵŵĞŶĚŝŶŐ ƉĂǇŵĞŶƚƐŶŽƌŶŐŝŶĞĞƌ͛ƐƌĞĐŽŵŵĞŶĚĂƚŝŽŶŽĨĂŶǇƉĂǇŵĞŶƚ͕ŝŶĐůƵĚŝŶŐĨŝŶĂůƉĂǇŵĞŶƚ͕ǁŝůů ŝŵƉŽƐĞƌĞƐƉŽŶƐŝďŝůŝƚǇŽŶŶŐŝŶĞĞƌ͗ Ă͘ ƚŽƐƵƉĞƌǀŝƐĞ͕ĚŝƌĞĐƚ͕ŽƌĐŽŶƚƌŽůƚŚĞtŽƌŬ͖ ď͘ ĨŽƌƚŚĞŵĞĂŶƐ͕ŵĞƚŚŽĚƐ͕ƚĞĐŚŶŝƋƵĞƐ͕ƐĞƋƵĞŶĐĞƐ͕ŽƌƉƌŽĐĞĚƵƌĞƐŽĨĐŽŶƐƚƌƵĐƚŝŽŶ͕Žƌ ƚŚĞƐĂĨĞƚǇƉƌĞĐĂƵƚŝŽŶƐĂŶĚƉƌŽŐƌĂŵƐŝŶĐŝĚĞŶƚƚŚĞƌĞƚŽ͖ Đ͘ ĨŽƌ ŽŶƚƌĂĐƚŽƌ͛Ɛ ĨĂŝůƵƌĞ ƚŽ ĐŽŵƉůǇ ǁŝƚŚ >ĂǁƐ ĂŶĚ ZĞŐƵůĂƚŝŽŶƐ ĂƉƉůŝĐĂďůĞ ƚŽ ŽŶƚƌĂĐƚŽƌ͛ƐƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ͖ Ě͘ ƚŽŵĂŬĞĂŶǇĞǆĂŵŝŶĂƚŝŽŶƚŽĂƐĐĞƌƚĂŝŶŚŽǁŽƌĨŽƌǁŚĂƚƉƵƌƉŽƐĞƐŽŶƚƌĂĐƚŽƌŚĂƐƵƐĞĚ ƚŚĞŵŽŶĞǇƉĂŝĚďǇKǁŶĞƌ͖Žƌ Ğ͘ ƚŽĚĞƚĞƌŵŝŶĞƚŚĂƚƚŝƚůĞƚŽĂŶǇŽĨƚŚĞtŽƌŬ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚŚĂƐƉĂƐƐĞĚƚŽ KǁŶĞƌĨƌĞĞĂŶĚĐůĞĂƌŽĨĂŶǇ>ŝĞŶƐ͘ ϱ͘ ŶŐŝŶĞĞƌŵĂǇƌĞĨƵƐĞƚŽƌĞĐŽŵŵĞŶĚƚŚĞǁŚŽůĞŽƌĂŶǇƉĂƌƚŽĨĂŶǇƉĂǇŵĞŶƚŝĨ͕ŝŶŶŐŝŶĞĞƌ͛Ɛ ŽƉŝŶŝŽŶ͕ ŝƚ ǁŽƵůĚ ďĞ ŝŶĐŽƌƌĞĐƚ ƚŽ ŵĂŬĞ ƚŚĞ ƌĞƉƌĞƐĞŶƚĂƚŝŽŶƐ ƚŽ KǁŶĞƌ ƐƚĂƚĞĚ ŝŶ WĂƌĂŐƌĂƉŚϭϱ͘Ϭϭ͘͘Ϯ͘ ϲ͘ ŶŐŝŶĞĞƌ ǁŝůů ƌĞĐŽŵŵĞŶĚ ƌĞĚƵĐƚŝŽŶƐ ŝŶ ƉĂǇŵĞŶƚ ;ƐĞƚͲŽĨĨƐͿ ŶĞĐĞƐƐĂƌǇ ŝŶ ŶŐŝŶĞĞƌ͛Ɛ ŽƉŝŶŝŽŶƚŽƉƌŽƚĞĐƚKǁŶĞƌĨƌŽŵůŽƐƐďĞĐĂƵƐĞ͗ Ă͘ ƚŚĞtŽƌŬŝƐĚĞĨĞĐƚŝǀĞ͕ƌĞƋƵŝƌŝŶŐĐŽƌƌĞĐƚŝŽŶŽƌƌĞƉůĂĐĞŵĞŶƚ͖ ď͘ ƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŚĂƐďĞĞŶƌĞĚƵĐĞĚďǇŚĂŶŐĞKƌĚĞƌƐ͖ Đ͘ KǁŶĞƌ ŚĂƐ ďĞĞŶ ƌĞƋƵŝƌĞĚ ƚŽ ĐŽƌƌĞĐƚ ĚĞĨĞĐƚŝǀĞ tŽƌŬ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ WĂƌĂŐƌĂƉŚϭϰ͘Ϭϳ͕ŽƌŚĂƐĂĐĐĞƉƚĞĚĚĞĨĞĐƚŝǀĞtŽƌŬƉƵƌƐƵĂŶƚƚŽWĂƌĂŐƌĂƉŚϭϰ͘Ϭϰ͖ Ě͘ KǁŶĞƌ ŚĂƐ ďĞĞŶ ƌĞƋƵŝƌĞĚ ƚŽ ƌĞŵŽǀĞ Žƌ ƌĞŵĞĚŝĂƚĞ Ă ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂů ŽŶĚŝƚŝŽŶĨŽƌǁŚŝĐŚŽŶƚƌĂĐƚŽƌŝƐƌĞƐƉŽŶƐŝďůĞ͖Žƌ Ğ͘ ŶŐŝŶĞĞƌŚĂƐĂĐƚƵĂůŬŶŽǁůĞĚŐĞŽĨƚŚĞŽĐĐƵƌƌĞŶĐĞŽĨĂŶǇŽĨƚŚĞĞǀĞŶƚƐƚŚĂƚǁŽƵůĚ ĐŽŶƐƚŝƚƵƚĞĂĚĞĨĂƵůƚďǇŽŶƚƌĂĐƚŽƌĂŶĚƚŚĞƌĞĨŽƌĞũƵƐƚŝĨǇƚĞƌŵŝŶĂƚŝŽŶĨŽƌĐĂƵƐĞƵŶĚĞƌ ƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͘ ͘WĂǇŵĞŶƚĞĐŽŵĞƐƵĞ ϭ͘ dĞŶĚĂǇƐĂĨƚĞƌƉƌĞƐĞŶƚĂƚŝŽŶŽĨƚŚĞƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚƚŽKǁŶĞƌǁŝƚŚŶŐŝŶĞĞƌ͛Ɛ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶ͕ƚŚĞĂŵŽƵŶƚƌĞĐŽŵŵĞŶĚĞĚ;ƐƵďũĞĐƚƚŽĂŶǇKǁŶĞƌƐĞƚͲŽĨĨƐͿǁŝůůďĞĐŽŵĞ ĚƵĞ͕ĂŶĚǁŚĞŶĚƵĞǁŝůůďĞƉĂŝĚďǇKǁŶĞƌƚŽŽŶƚƌĂĐƚŽƌ͘ ͘ZĞĚƵĐƚŝŽŶƐŝŶWĂǇŵĞŶƚďǇKǁŶĞƌ ϭ͘ /ŶĂĚĚŝƚŝŽŶƚŽĂŶǇƌĞĚƵĐƚŝŽŶƐŝŶƉĂǇŵĞŶƚ;ƐĞƚͲŽĨĨƐͿƌĞĐŽŵŵĞŶĚĞĚďǇŶŐŝŶĞĞƌ͕KǁŶĞƌŝƐ ĞŶƚŝƚůĞĚƚŽŝŵƉŽƐĞĂƐĞƚͲŽĨĨĂŐĂŝŶƐƚƉĂǇŵĞŶƚďĂƐĞĚŽŶĂŶǇŽĨƚŚĞĨŽůůŽǁŝŶŐ͗ Ă͘ ůĂŝŵƐ ŚĂǀĞ ďĞĞŶ ŵĂĚĞ ĂŐĂŝŶƐƚ KǁŶĞƌ ďĂƐĞĚ ŽŶ ŽŶƚƌĂĐƚŽƌ͛Ɛ ĐŽŶĚƵĐƚ ŝŶ ƚŚĞ ƉĞƌĨŽƌŵĂŶĐĞŽƌ ĨƵƌŶŝƐŚŝŶŐ ŽĨ ƚŚĞ tŽƌŬ͕ Žƌ KǁŶĞƌ ŚĂƐ ŝŶĐƵƌƌĞĚ ĐŽƐƚƐ͕ ůŽƐƐĞƐ͕ Žƌ ĚĂŵĂŐĞƐƌĞƐƵůƚŝŶŐĨƌŽŵŽŶƚƌĂĐƚŽƌ͛ƐĐŽŶĚƵĐƚŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽƌĨƵƌŶŝƐŚŝŶŐŽĨƚŚĞ tŽƌŬ͕ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĐůĂŝŵƐ͕ĐŽƐƚƐ͕ůŽƐƐĞƐ͕ŽƌĚĂŵĂŐĞƐĨƌŽŵǁŽƌŬƉůĂĐĞ ŝŶũƵƌŝĞƐ͕ĂĚũĂĐĞŶƚƉƌŽƉĞƌƚǇĚĂŵĂŐĞ͕ŶŽŶͲĐŽŵƉůŝĂŶĐĞǁŝƚŚ>ĂǁƐĂŶĚZĞŐƵůĂƚŝŽŶƐ͕ĂŶĚ ƉĂƚĞŶƚŝŶĨƌŝŶŐĞŵĞŶƚ͖ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲϮŽĨϳϬ ď͘ ŽŶƚƌĂĐƚŽƌŚĂƐĨĂŝůĞĚƚŽƚĂŬĞƌĞĂƐŽŶĂďůĞĂŶĚĐƵƐƚŽŵĂƌǇŵĞĂƐƵƌĞƐƚŽĂǀŽŝĚĚĂŵĂŐĞ͕ ĚĞůĂǇ͕ĚŝƐƌƵƉƚŝŽŶ͕ĂŶĚŝŶƚĞƌĨĞƌĞŶĐĞǁŝƚŚŽƚŚĞƌǁŽƌŬĂƚŽƌĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞ͖ Đ͘ ŽŶƚƌĂĐƚŽƌŚĂƐĨĂŝůĞĚƚŽƉƌŽǀŝĚĞĂŶĚŵĂŝŶƚĂŝŶƌĞƋƵŝƌĞĚďŽŶĚƐŽƌŝŶƐƵƌĂŶĐĞ͖ Ě͘ KǁŶĞƌ ŚĂƐ ďĞĞŶ ƌĞƋƵŝƌĞĚ ƚŽ ƌĞŵŽǀĞ Žƌ ƌĞŵĞĚŝĂƚĞ Ă ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂů ŽŶĚŝƚŝŽŶĨŽƌǁŚŝĐŚŽŶƚƌĂĐƚŽƌŝƐƌĞƐƉŽŶƐŝďůĞ͖ Ğ͘ KǁŶĞƌŚĂƐŝŶĐƵƌƌĞĚĞǆƚƌĂĐŚĂƌŐĞƐŽƌĞŶŐŝŶĞĞƌŝŶŐĐŽƐƚƐƌĞůĂƚĞĚƚŽƐƵďŵŝƚƚĂůƌĞǀŝĞǁƐ͕ ĞǀĂůƵĂƚŝŽŶƐ ŽĨ ƉƌŽƉŽƐĞĚ ƐƵďƐƚŝƚƵƚĞƐ͕ ƚĞƐƚƐ ĂŶĚ ŝŶƐƉĞĐƚŝŽŶƐ͕ ŽƌƌĞƚƵƌŶ ǀŝƐŝƚƐ ƚŽ ŵĂŶƵĨĂĐƚƵƌŝŶŐŽƌĂƐƐĞŵďůǇĨĂĐŝůŝƚŝĞƐ͖ Ĩ͘ dŚĞtŽƌŬŝƐĚĞĨĞĐƚŝǀĞ͕ƌĞƋƵŝƌŝŶŐĐŽƌƌĞĐƚŝŽŶŽƌƌĞƉůĂĐĞŵĞŶƚ͖ Ő͘ KǁŶĞƌ ŚĂƐ ďĞĞŶ ƌĞƋƵŝƌĞĚ ƚŽ ĐŽƌƌĞĐƚ ĚĞĨĞĐƚŝǀĞ tŽƌŬ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ WĂƌĂŐƌĂƉŚϭϰ͘Ϭϳ͕ŽƌŚĂƐĂĐĐĞƉƚĞĚĚĞĨĞĐƚŝǀĞtŽƌŬƉƵƌƐƵĂŶƚƚŽWĂƌĂŐƌĂƉŚϭϰ͘Ϭϰ͖ Ś͘ dŚĞŽŶƚƌĂĐƚWƌŝĐĞŚĂƐďĞĞŶƌĞĚƵĐĞĚďǇŚĂŶŐĞKƌĚĞƌƐ͖ ŝ͘ ŶĞǀĞŶƚŚĂƐŽĐĐƵƌƌĞĚƚŚĂƚǁŽƵůĚĐŽŶƐƚŝƚƵƚĞĂĚĞĨĂƵůƚďǇŽŶƚƌĂĐƚŽƌĂŶĚƚŚĞƌĞĨŽƌĞ ũƵƐƚŝĨǇĂƚĞƌŵŝŶĂƚŝŽŶĨŽƌĐĂƵƐĞ͖ ũ͘ >ŝƋƵŝĚĂƚĞĚŽƌ ŽƚŚĞƌ ĚĂŵĂŐĞƐ ŚĂǀĞ ĂĐĐƌƵĞĚ ĂƐ Ă ƌĞƐƵůƚ ŽĨ ŽŶƚƌĂĐƚŽƌ͛Ɛ ĨĂŝůƵƌĞ ƚŽ ĂĐŚŝĞǀĞDŝůĞƐƚŽŶĞƐ͕^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͕ŽƌĨŝŶĂůĐŽŵƉůĞƚŝŽŶŽĨƚŚĞtŽƌŬ͖ Ŭ͘ >ŝĞŶƐŚĂǀĞďĞĞŶĨŝůĞĚŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚƚŚĞtŽƌŬ͕ĞǆĐĞƉƚǁŚĞƌĞŽŶƚƌĂĐƚŽƌŚĂƐ ĚĞůŝǀĞƌĞĚ Ă ƐƉĞĐŝĨŝĐ ďŽŶĚ ƐĂƚŝƐĨĂĐƚŽƌǇ ƚŽ KǁŶĞƌ ƚŽ ƐĞĐƵƌĞ ƚŚĞ ƐĂƚŝƐĨĂĐƚŝŽŶ ĂŶĚ ĚŝƐĐŚĂƌŐĞŽĨƐƵĐŚ>ŝĞŶƐ͖Žƌ ů͘ KƚŚĞƌŝƚĞŵƐĞŶƚŝƚůĞKǁŶĞƌƚŽĂƐĞƚͲŽĨĨĂŐĂŝŶƐƚƚŚĞĂŵŽƵŶƚƌĞĐŽŵŵĞŶĚĞĚ͘ Ϯ͘ /ĨKǁŶĞƌŝŵƉŽƐĞƐĂŶǇƐĞƚͲŽĨĨĂŐĂŝŶƐƚƉĂǇŵĞŶƚ͕ǁŚĞƚŚĞƌďĂƐĞĚŽŶŝƚƐŽǁŶŬŶŽǁůĞĚŐĞŽƌ ŽŶƚŚĞǁƌŝƚƚĞŶƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŽĨŶŐŝŶĞĞƌ͕KǁŶĞƌǁŝůůŐŝǀĞŽŶƚƌĂĐƚŽƌŝŵŵĞĚŝĂƚĞ ǁƌŝƚƚĞŶŶŽƚŝĐĞ;ǁŝƚŚĂĐŽƉǇƚŽŶŐŝŶĞĞƌͿƐƚĂƚŝŶŐƚŚĞƌĞĂƐŽŶƐĨŽƌƐƵĐŚĂĐƚŝŽŶĂŶĚƚŚĞ ƐƉĞĐŝĨŝĐĂŵŽƵŶƚŽĨƚŚĞƌĞĚƵĐƚŝŽŶ͕ĂŶĚƉƌŽŵƉƚůǇƉĂǇŽŶƚƌĂĐƚŽƌĂŶǇĂŵŽƵŶƚƌĞŵĂŝŶŝŶŐ ĂĨƚĞƌĚĞĚƵĐƚŝŽŶŽĨƚŚĞĂŵŽƵŶƚƐŽǁŝƚŚŚĞůĚ͘KǁŶĞƌƐŚĂůůƉƌŽŵƉƚůǇƉĂǇŽŶƚƌĂĐƚŽƌƚŚĞ ĂŵŽƵŶƚƐŽǁŝƚŚŚĞůĚ͕ŽƌĂŶǇĂĚũƵƐƚŵĞŶƚƚŚĞƌĞƚŽĂŐƌĞĞĚƚŽďǇKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌ͕ŝĨ ŽŶƚƌĂĐƚŽƌƌĞŵĞĚŝĞƐƚŚĞƌĞĂƐŽŶƐĨŽƌƐƵĐŚĂĐƚŝŽŶ͘dŚĞƌĞĚƵĐƚŝŽŶŝŵƉŽƐĞĚǁŝůůďĞďŝŶĚŝŶŐ ŽŶŽŶƚƌĂĐƚŽƌƵŶůĞƐƐŝƚĚƵůǇƐƵďŵŝƚƐĂŚĂŶŐĞWƌŽƉŽƐĂůĐŽŶƚĞƐƚŝŶŐƚŚĞƌĞĚƵĐƚŝŽŶ͘ ϯ͘ hƉŽŶĂƐƵďƐĞƋƵĞŶƚĚĞƚĞƌŵŝŶĂƚŝŽŶƚŚĂƚKǁŶĞƌ͛ƐƌĞĨƵƐĂůŽĨƉĂǇŵĞŶƚǁĂƐŶŽƚũƵƐƚŝĨŝĞĚ͕ƚŚĞ ĂŵŽƵŶƚ ǁƌŽŶŐĨƵůůǇ ǁŝƚŚŚĞůĚ ǁŝůů ďĞ ƚƌĞĂƚĞĚ ĂƐ ĂŶ ĂŵŽƵŶƚ ĚƵĞ ĂƐĚĞƚĞƌŵŝŶĞĚ ďǇ WĂƌĂŐƌĂƉŚϭϱ͘Ϭϭ͘͘ϭĂŶĚƐƵďũĞĐƚƚŽŝŶƚĞƌĞƐƚĂƐƉƌŽǀŝĚĞĚŝŶƚŚĞŐƌĞĞŵĞŶƚ͘ ϭϱ͘ϬϮŽŶƚƌĂĐƚŽƌ͛ƐtĂƌƌĂŶƚǇŽĨdŝƚůĞ ͘ ŽŶƚƌĂĐƚŽƌǁĂƌƌĂŶƚƐĂŶĚŐƵĂƌĂŶƚĞĞƐƚŚĂƚƚŝƚůĞƚŽĂůůtŽƌŬ͕ŵĂƚĞƌŝĂůƐ͕ĂŶĚĞƋƵŝƉŵĞŶƚĨƵƌŶŝƐŚĞĚ ƵŶĚĞƌƚŚĞŽŶƚƌĂĐƚǁŝůůƉĂƐƐƚŽKǁŶĞƌĨƌĞĞĂŶĚĐůĞĂƌŽĨ;ϭͿĂůů>ŝĞŶƐĂŶĚŽƚŚĞƌƚŝƚůĞĚĞĨĞĐƚƐ͕ ĂŶĚ;ϮͿĂůůƉĂƚĞŶƚ͕ůŝĐĞŶƐŝŶŐ͕ĐŽƉǇƌŝŐŚƚ͕ŽƌƌŽǇĂůƚǇŽďůŝŐĂƚŝŽŶƐ͕ŶŽůĂƚĞƌƚŚĂŶϳĚĂǇƐĂĨƚĞƌƚŚĞ ƚŝŵĞŽĨƉĂǇŵĞŶƚďǇKǁŶĞƌ͘ ϭϱ͘Ϭϯ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ ͘ tŚĞŶŽŶƚƌĂĐƚŽƌĐŽŶƐŝĚĞƌƐƚŚĞĞŶƚŝƌĞtŽƌŬƌĞĂĚǇĨŽƌŝƚƐŝŶƚĞŶĚĞĚƵƐĞŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚŝĨǇ KǁŶĞƌĂŶĚŶŐŝŶĞĞƌŝŶǁƌŝƚŝŶŐƚŚĂƚƚŚĞĞŶƚŝƌĞtŽƌŬŝƐƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞĂŶĚƌĞƋƵĞƐƚƚŚĂƚ ŶŐŝŶĞĞƌŝƐƐƵĞĂĐĞƌƚŝĨŝĐĂƚĞŽĨ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůĂƚƚŚĞƐĂŵĞƚŝŵĞ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲϯŽĨϳϬ ƐƵďŵŝƚƚŽKǁŶĞƌĂŶĚŶŐŝŶĞĞƌĂŶŝŶŝƚŝĂůĚƌĂĨƚŽĨƉƵŶĐŚůŝƐƚŝƚĞŵƐƚŽďĞĐŽŵƉůĞƚĞĚŽƌĐŽƌƌĞĐƚĞĚ ďĞĨŽƌĞĨŝŶĂůƉĂǇŵĞŶƚ͘ ͘ WƌŽŵƉƚůǇĂĨƚĞƌŽŶƚƌĂĐƚŽƌ͛ƐŶŽƚŝĨŝĐĂƚŝŽŶ͕KǁŶĞƌ͕ŽŶƚƌĂĐƚŽƌ͕ĂŶĚŶŐŝŶĞĞƌƐŚĂůůŵĂŬĞĂŶ ŝŶƐƉĞĐƚŝŽŶŽĨƚŚĞtŽƌŬƚŽĚĞƚĞƌŵŝŶĞƚŚĞƐƚĂƚƵƐŽĨĐŽŵƉůĞƚŝŽŶ͘/ĨŶŐŝŶĞĞƌĚŽĞƐŶŽƚĐŽŶƐŝĚĞƌ ƚŚĞtŽƌŬƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞ͕ŶŐŝŶĞĞƌǁŝůůŶŽƚŝĨǇŽŶƚƌĂĐƚŽƌŝŶǁƌŝƚŝŶŐŐŝǀŝŶŐƚŚĞƌĞĂƐŽŶƐ ƚŚĞƌĞĨŽƌ͘ ͘ /ĨŶŐŝŶĞĞƌĐŽŶƐŝĚĞƌƐƚŚĞtŽƌŬƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞ͕ŶŐŝŶĞĞƌǁŝůůĚĞůŝǀĞƌƚŽKǁŶĞƌĂ ƉƌĞůŝŵŝŶĂƌǇ ĐĞƌƚŝĨŝĐĂƚĞ ŽĨ ^ƵďƐƚĂŶƚŝĂů ŽŵƉůĞƚŝŽŶ ǁŚŝĐŚ ǁŝůů Ĩŝǆ ƚŚĞ ĚĂƚĞ ŽĨ ^ƵďƐƚĂŶƚŝĂů ŽŵƉůĞƚŝŽŶ͘ŶŐŝŶĞĞƌƐŚĂůůĂƚƚĂĐŚƚŽƚŚĞĐĞƌƚŝĨŝĐĂƚĞĂƉƵŶĐŚůŝƐƚŽĨŝƚĞŵƐƚŽďĞĐŽŵƉůĞƚĞĚŽƌ ĐŽƌƌĞĐƚĞĚďĞĨŽƌĞĨŝŶĂůƉĂǇŵĞŶƚ͘KǁŶĞƌƐŚĂůůŚĂǀĞϳĚĂǇƐĂĨƚĞƌƌĞĐĞŝƉƚŽĨƚŚĞƉƌĞůŝŵŝŶĂƌǇ ĐĞƌƚŝĨŝĐĂƚĞĚƵƌŝŶŐǁŚŝĐŚƚŽŵĂŬĞǁƌŝƚƚĞŶŽďũĞĐƚŝŽŶƚŽŶŐŝŶĞĞƌĂƐƚŽĂŶǇƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞ ĐĞƌƚŝĨŝĐĂƚĞŽƌĂƚƚĂĐŚĞĚƉƵŶĐŚůŝƐƚ͘/Ĩ͕ĂĨƚĞƌĐŽŶƐŝĚĞƌŝŶŐƚŚĞŽďũĞĐƚŝŽŶƐƚŽƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞ ƉƌĞůŝŵŝŶĂƌǇ ĐĞƌƚŝĨŝĐĂƚĞ͕ ŶŐŝŶĞĞƌ ĐŽŶĐůƵĚĞƐ ƚŚĂƚ ƚŚĞ tŽƌŬ ŝƐ ŶŽƚ ƐƵďƐƚĂŶƚŝĂůůǇ ĐŽŵƉůĞƚĞ͕ 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ĐĂŶ ďĞ ƵƐĞĚ ďǇ KǁŶĞƌ ĨŽƌ ŝƚƐ ŝŶƚĞŶĚĞĚ ƉƵƌƉŽƐĞ ǁŝƚŚŽƵƚ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲϰŽĨϳϬ ƐŝŐŶŝĨŝĐĂŶƚŝŶƚĞƌĨĞƌĞŶĐĞǁŝƚŚŽŶƚƌĂĐƚŽƌ͛ƐƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞƌĞŵĂŝŶĚĞƌŽĨƚŚĞtŽƌŬ͕ƐƵďũĞĐƚ ƚŽƚŚĞĨŽůůŽǁŝŶŐĐŽŶĚŝƚŝŽŶƐ͗ ϭ͘ ƚĂŶǇƚŝŵĞ͕KǁŶĞƌŵĂǇƌĞƋƵĞƐƚŝŶǁƌŝƚŝŶŐƚŚĂƚŽŶƚƌĂĐƚŽƌƉĞƌŵŝƚKǁŶĞƌƚŽƵƐĞŽƌŽĐĐƵƉǇ ĂŶǇƐƵĐŚƉĂƌƚŽĨƚŚĞtŽƌŬƚŚĂƚKǁŶĞƌďĞůŝĞǀĞƐƚŽďĞƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞ͘/ĨĂŶĚǁŚĞŶ ŽŶƚƌĂĐƚŽƌ ĂŐƌĞĞƐ ƚŚĂƚ ƐƵĐŚ ƉĂƌƚ ŽĨ ƚŚĞ tŽƌŬ ŝƐ ƐƵďƐƚĂŶƚŝĂůůǇ ĐŽŵƉůĞƚĞ͕ ŽŶƚƌĂĐƚŽƌ͕ KǁŶĞƌ͕ĂŶĚŶŐŝŶĞĞƌǁŝůůĨŽůůŽǁƚŚĞƉƌŽĐĞĚƵƌĞƐŽĨWĂƌĂŐƌĂƉŚϭϱ͘Ϭϯ͘ƚŚƌŽƵŐŚϭϱ͘Ϭϯ͘ĨŽƌ ƚŚĂƚƉĂƌƚŽĨƚŚĞtŽƌŬ͘ Ϯ͘ ƚ ĂŶǇ ƚŝŵĞ͕ ŽŶƚƌĂĐƚŽƌ ŵĂǇ ŶŽƚŝĨǇ KǁŶĞƌ ĂŶĚ ŶŐŝŶĞĞƌ ŝŶ ǁƌŝƚŝŶŐ ƚŚĂƚ ŽŶƚƌĂĐƚŽƌ ĐŽŶƐŝĚĞƌƐĂŶǇƐƵĐŚƉĂƌƚŽĨƚŚĞtŽƌŬƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞĂŶĚƌĞƋƵĞƐƚŶŐŝŶĞĞƌƚŽŝƐƐƵĞ ĂĐĞƌƚŝĨŝĐĂƚĞŽĨ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶĨŽƌƚŚĂƚƉĂƌƚŽĨƚŚĞtŽƌŬ͘ ϯ͘ tŝƚŚŝŶĂƌĞĂƐŽŶĂďůĞƚŝŵĞĂĨƚĞƌĞŝƚŚĞƌƐƵĐŚƌĞƋƵĞƐƚ͕KǁŶĞƌ͕ŽŶƚƌĂĐƚŽƌ͕ĂŶĚŶŐŝŶĞĞƌƐŚĂůů ŵĂŬĞĂŶŝŶƐƉĞĐƚŝŽŶŽĨƚŚĂƚƉĂƌƚŽĨƚŚĞtŽƌŬƚŽĚĞƚĞƌŵŝŶĞŝƚƐƐƚĂƚƵƐŽĨĐŽŵƉůĞƚŝŽŶ͘/Ĩ ŶŐŝŶĞĞƌĚŽĞƐŶŽƚĐŽŶƐŝĚĞƌƚŚĂƚƉĂƌƚŽĨƚŚĞtŽƌŬƚŽďĞƐƵďƐƚĂŶƚŝĂůůǇĐŽŵƉůĞƚĞ͕ŶŐŝŶĞĞƌ ǁŝůů ŶŽƚŝĨǇ KǁŶĞƌ ĂŶĚ ŽŶƚƌĂĐƚŽƌ ŝŶ ǁƌŝƚŝŶŐ ŐŝǀŝŶŐ ƚŚĞ ƌĞĂƐŽŶƐƚŚĞƌĞĨŽƌ͘ /Ĩ ŶŐŝŶĞĞƌ ĐŽŶƐŝĚĞƌƐ ƚŚĂƚ ƉĂƌƚ ŽĨ ƚŚĞ tŽƌŬ ƚŽ ďĞ ƐƵďƐƚĂŶƚŝĂůůǇ ĐŽŵƉůĞƚĞ͕ ƚŚĞ ƉƌŽǀŝƐŝŽŶƐ ŽĨ WĂƌĂŐƌĂƉŚϭϱ͘ϬϯǁŝůůĂƉƉůǇǁŝƚŚƌĞƐƉĞĐƚƚŽĐĞƌƚŝĨŝĐĂƚŝŽŶŽĨ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶŽĨƚŚĂƚ ƉĂƌƚŽĨƚŚĞtŽƌŬĂŶĚƚŚĞĚŝǀŝƐŝŽŶŽĨƌĞƐƉŽŶƐŝďŝůŝƚǇŝŶƌĞƐƉĞĐƚƚŚĞƌĞŽĨĂŶĚĂĐĐĞƐƐƚŚĞƌĞƚŽ͘ ϰ͘ EŽƵƐĞŽƌŽĐĐƵƉĂŶĐǇŽƌƐĞƉĂƌĂƚĞŽƉĞƌĂƚŝŽŶŽĨƉĂƌƚŽĨƚŚĞtŽƌŬŵĂǇŽĐĐƵƌƉƌŝŽƌƚŽ ĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨWĂƌĂŐƌĂƉŚϲ͘ϬϰƌĞŐĂƌĚŝŶŐďƵŝůĚĞƌ͛ƐƌŝƐŬŽƌŽƚŚĞƌ ƉƌŽƉĞƌƚǇŝŶƐƵƌĂŶĐĞ͘ ϭϱ͘Ϭϱ&ŝŶĂů/ŶƐƉĞĐƚŝŽŶ ͘ hƉŽŶǁƌŝƚƚĞŶŶŽƚŝĐĞĨƌŽŵŽŶƚƌĂĐƚŽƌƚŚĂƚƚŚĞĞŶƚŝƌĞtŽƌŬŽƌĂŶĂŐƌĞĞĚƉŽƌƚŝŽŶƚŚĞƌĞŽĨŝƐ ĐŽŵƉůĞƚĞ͕ŶŐŝŶĞĞƌǁŝůůƉƌŽŵƉƚůǇŵĂŬĞĂĨŝŶĂůŝŶƐƉĞĐƚŝŽŶǁŝƚŚKǁŶĞƌĂŶĚŽŶƚƌĂĐƚŽƌĂŶĚǁŝůů ŶŽƚŝĨǇŽŶƚƌĂĐƚŽƌŝŶǁƌŝƚŝŶŐŽĨĂůůƉĂƌƚŝĐƵůĂƌƐŝŶǁŚŝĐŚƚŚŝƐŝŶƐƉĞĐƚŝŽŶƌĞǀĞĂůƐƚŚĂƚƚŚĞtŽƌŬ͕Žƌ ĂŐƌĞĞĚƉŽƌƚŝŽŶƚŚĞƌĞŽĨ͕ŝƐŝŶĐŽŵƉůĞƚĞŽƌĚĞĨĞĐƚŝǀĞ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůŝŵŵĞĚŝĂƚĞůǇƚĂŬĞƐƵĐŚ 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^ƵĐŚŶŽƚŝĐĞǁŝůůĨŝǆƚŚĞĚĂƚĞŽŶǁŚŝĐŚtŽƌŬǁŝůůďĞƌĞƐƵŵĞĚ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůƌĞƐƵŵĞƚŚĞtŽƌŬ ŽŶƚŚĞĚĂƚĞƐŽĨŝǆĞĚ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞĞŶƚŝƚůĞĚƚŽĂŶĂĚũƵƐƚŵĞŶƚŝŶƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŽƌĂŶ ĞǆƚĞŶƐŝŽŶŽĨƚŚĞŽŶƚƌĂĐƚdŝŵĞƐĚŝƌĞĐƚůǇĂƚƚƌŝďƵƚĂďůĞƚŽĂŶǇƐƵĐŚƐƵƐƉĞŶƐŝŽŶ͘ŶǇŚĂŶŐĞ WƌŽƉŽƐĂůƐĞĞŬŝŶŐƐƵĐŚĂĚũƵƐƚŵĞŶƚƐŵƵƐƚďĞƐƵďŵŝƚƚĞĚŶŽůĂƚĞƌƚŚĂŶϯϬĚĂǇƐĂĨƚĞƌƚŚĞĚĂƚĞ ĨŝǆĞĚĨŽƌƌĞƐƵŵƉƚŝŽŶŽĨtŽƌŬ͘ ϭϲ͘ϬϮKǁŶĞƌDĂǇdĞƌŵŝŶĂƚĞĨŽƌĂƵƐĞ ͘ dŚĞŽĐĐƵƌƌĞŶĐĞŽĨĂŶǇŽŶĞŽƌŵŽƌĞŽĨƚŚĞĨŽůůŽǁŝŶŐĞǀĞŶƚƐǁŝůůĐŽŶƐƚŝƚƵƚĞĂĚĞĨĂƵůƚďǇ ŽŶƚƌĂĐƚŽƌĂŶĚũƵƐƚŝĨǇƚĞƌŵŝŶĂƚŝŽŶĨŽƌĐĂƵƐĞ͗ ϭ͘ ŽŶƚƌĂĐƚŽƌ͛ƐƉĞƌƐŝƐƚĞŶƚĨĂŝůƵƌĞƚŽƉĞƌĨŽƌŵƚŚĞtŽƌŬŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚ ŽĐƵŵĞŶƚƐ;ŝŶĐůƵĚŝŶŐ͕ďƵƚŶŽƚůŝŵŝƚĞĚƚŽ͕ĨĂŝůƵƌĞƚŽƐƵƉƉůǇƐƵĨĨŝĐŝĞŶƚƐŬŝůůĞĚǁŽƌŬĞƌƐŽƌ ƐƵŝƚĂďůĞŵĂƚĞƌŝĂůƐŽƌĞƋƵŝƉŵĞŶƚ͕ŽƌĨĂŝůƵƌĞƚŽĂĚŚĞƌĞƚŽƚŚĞWƌŽŐƌĞƐƐ^ĐŚĞĚƵůĞͿ͖ Ϯ͘ &ĂŝůƵƌĞŽĨŽŶƚƌĂĐƚŽƌƚŽƉĞƌĨŽƌŵŽƌŽƚŚĞƌǁŝƐĞƚŽĐŽŵƉůǇǁŝƚŚĂŵĂƚĞƌŝĂůƚĞƌŵŽĨƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ͖ ϯ͘ ŽŶƚƌĂĐƚŽƌ͛ƐĚŝƐƌĞŐĂƌĚŽĨ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐŽĨĂŶǇƉƵďůŝĐďŽĚǇŚĂǀŝŶŐũƵƌŝƐĚŝĐƚŝŽŶ͖Žƌ ϰ͘ ŽŶƚƌĂĐƚŽƌ͛ƐƌĞƉĞĂƚĞĚĚŝƐƌĞŐĂƌĚŽĨƚŚĞĂƵƚŚŽƌŝƚǇŽĨKǁŶĞƌŽƌŶŐŝŶĞĞƌ͘ ͘ /Ĩ ŽŶĞ Žƌ ŵŽƌĞ ŽĨ ƚŚĞ ĞǀĞŶƚƐ ŝĚĞŶƚŝĨŝĞĚ ŝŶ WĂƌĂŐƌĂƉŚϭϲ͘ϬϮ͘ ŽĐĐƵƌƐ͕ ƚŚĞŶ ĂĨƚĞƌ ŐŝǀŝŶŐ ŽŶƚƌĂĐƚŽƌ;ĂŶĚĂŶǇƐƵƌĞƚǇͿϭϬĚĂǇƐ͛ǁƌŝƚƚĞŶŶŽƚŝĐĞƚŚĂƚKǁŶĞƌŝƐĐŽŶƐŝĚĞƌŝŶŐĂĚĞĐůĂƌĂƚŝŽŶ ƚŚĂƚŽŶƚƌĂĐƚŽƌŝƐŝŶĚĞĨĂƵůƚĂŶĚƚĞƌŵŝŶĂƚŝŽŶŽĨƚŚĞŽŶƚƌĂĐƚ͕KǁŶĞƌŵĂǇƉƌŽĐĞĞĚƚŽ͗ ϭ͘ ĚĞĐůĂƌĞŽŶƚƌĂĐƚŽƌƚŽďĞŝŶĚĞĨĂƵůƚ͕ĂŶĚŐŝǀĞŽŶƚƌĂĐƚŽƌ;ĂŶĚĂŶǇƐƵƌĞƚǇͿǁƌŝƚƚĞŶŶŽƚŝĐĞ ƚŚĂƚƚŚĞŽŶƚƌĂĐƚŝƐƚĞƌŵŝŶĂƚĞĚ͖ĂŶĚ Ϯ͘ ĞŶĨŽƌĐĞƚŚĞƌŝŐŚƚƐĂǀĂŝůĂďůĞƚŽKǁŶĞƌƵŶĚĞƌĂŶǇĂƉƉůŝĐĂďůĞƉĞƌĨŽƌŵĂŶĐĞďŽŶĚ͘ ͘ ^ƵďũĞĐƚ ƚŽ ƚŚĞ ƚĞƌŵƐ ĂŶĚ ŽƉĞƌĂƚŝŽŶ ŽĨ ĂŶǇ ĂƉƉůŝĐĂďůĞ ƉĞƌĨŽƌŵĂŶĐĞ ďŽŶĚ͕ ŝĨ KǁŶĞƌ ŚĂƐ ƚĞƌŵŝŶĂƚĞĚ ƚŚĞ ŽŶƚƌĂĐƚ ĨŽƌ ĐĂƵƐĞ͕ KǁŶĞƌ ŵĂǇ ĞǆĐůƵĚĞ ŽŶƚƌĂĐƚŽƌ ĨƌŽŵ ƚŚĞ ^ŝƚĞ͕ ƚĂŬĞ ƉŽƐƐĞƐƐŝŽŶŽĨƚŚĞtŽƌŬ͕ŝŶĐŽƌƉŽƌĂƚĞŝŶƚŚĞtŽƌŬĂůůŵĂƚĞƌŝĂůƐĂŶĚĞƋƵŝƉŵĞŶƚƐƚŽƌĞĚĂƚƚŚĞ ^ŝƚĞŽƌĨŽƌǁŚŝĐŚKǁŶĞƌŚĂƐƉĂŝĚŽŶƚƌĂĐƚŽƌďƵƚǁŚŝĐŚĂƌĞƐƚŽƌĞĚĞůƐĞǁŚĞƌĞ͕ĂŶĚĐŽŵƉůĞƚĞ ƚŚĞtŽƌŬĂƐKǁŶĞƌŵĂǇĚĞĞŵĞǆƉĞĚŝĞŶƚ͘ ͘ KǁŶĞƌ ŵĂǇ ŶŽƚ ƉƌŽĐĞĞĚ ǁŝƚŚ ƚĞƌŵŝŶĂƚŝŽŶ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚ ƵŶĚĞƌ WĂƌĂŐƌĂƉŚϭϲ͘ϬϮ͘ ŝĨ ŽŶƚƌĂĐƚŽƌǁŝƚŚŝŶϳĚĂǇƐŽĨƌĞĐĞŝƉƚŽĨŶŽƚŝĐĞŽĨŝŶƚĞŶƚƚŽƚĞƌŵŝŶĂƚĞďĞŐŝŶƐƚŽĐŽƌƌĞĐƚŝƚƐĨĂŝůƵƌĞ ƚŽƉĞƌĨŽƌŵĂŶĚƉƌŽĐĞĞĚƐĚŝůŝŐĞŶƚůǇƚŽĐƵƌĞƐƵĐŚĨĂŝůƵƌĞ͘ ͘ /ĨKǁŶĞƌƉƌŽĐĞĞĚƐĂƐƉƌŽǀŝĚĞĚŝŶWĂƌĂŐƌĂƉŚϭϲ͘ϬϮ͕͘ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚďĞĞŶƚŝƚůĞĚƚŽ ƌĞĐĞŝǀĞ ĂŶǇ ĨƵƌƚŚĞƌ ƉĂǇŵĞŶƚ ƵŶƚŝů ƚŚĞ tŽƌŬ ŝƐ ĐŽŵƉůĞƚĞĚ͘ /Ĩ ƚŚĞ ƵŶƉĂŝĚ ďĂůĂŶĐĞŽĨ ƚŚĞ ŽŶƚƌĂĐƚWƌŝĐĞĞǆĐĞĞĚƐƚŚĞĐŽƐƚƚŽĐŽŵƉůĞƚĞƚŚĞtŽƌŬ͕ŝŶĐůƵĚŝŶŐĂůůƌĞůĂƚĞĚĐůĂŝŵƐ͕ĐŽƐƚƐ͕ ůŽƐƐĞƐ͕ĂŶĚĚĂŵĂŐĞƐ;ŝŶĐůƵĚŝŶŐďƵƚŶŽƚůŝŵŝƚĞĚƚŽĂůůĨĞĞƐĂŶĚĐŚĂƌŐĞƐŽĨĞŶŐŝŶĞĞƌƐ͕ĂƌĐŚŝƚĞĐƚƐ͕ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲϴŽĨϳϬ ĂƚƚŽƌŶĞǇƐ͕ ĂŶĚ ŽƚŚĞƌ ƉƌŽĨĞƐƐŝŽŶĂůƐͿ ƐƵƐƚĂŝŶĞĚ ďǇ KǁŶĞƌ͕ ƐƵĐŚ ĞǆĐĞƐƐ ǁŝůů ďĞ ƉĂŝĚ ƚŽ ŽŶƚƌĂĐƚŽƌ͘/ĨƚŚĞĐŽƐƚƚŽĐŽŵƉůĞƚĞƚŚĞtŽƌŬŝŶĐůƵĚŝŶŐƐƵĐŚƌĞůĂƚĞĚĐůĂŝŵƐ͕ĐŽƐƚƐ͕ůŽƐƐĞƐ͕ĂŶĚ ĚĂŵĂŐĞƐĞǆĐĞĞĚƐƐƵĐŚƵŶƉĂŝĚďĂůĂŶĐĞ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůƉĂǇƚŚĞĚŝĨĨĞƌĞŶĐĞƚŽKǁŶĞƌ͘^ƵĐŚ ĐůĂŝŵƐ͕ĐŽƐƚƐ͕ůŽƐƐĞƐ͕ĂŶĚĚĂŵĂŐĞƐŝŶĐƵƌƌĞĚďǇKǁŶĞƌǁŝůůďĞƌĞǀŝĞǁĞĚďǇŶŐŝŶĞĞƌĂƐƚŽƚŚĞŝƌ ƌĞĂƐŽŶĂďůĞŶĞƐƐĂŶĚ͕ǁŚĞŶƐŽĂƉƉƌŽǀĞĚďǇŶŐŝŶĞĞƌ͕ŝŶĐŽƌƉŽƌĂƚĞĚŝŶĂŚĂŶŐĞKƌĚĞƌ͘tŚĞŶ ĞǆĞƌĐŝƐŝŶŐĂŶǇƌŝŐŚƚƐŽƌƌĞŵĞĚŝĞƐƵŶĚĞƌƚŚŝƐƉĂƌĂŐƌĂƉŚ͕KǁŶĞƌƐŚĂůůŶŽƚďĞƌĞƋƵŝƌĞĚƚŽŽďƚĂŝŶ ƚŚĞůŽǁĞƐƚƉƌŝĐĞĨŽƌƚŚĞtŽƌŬƉĞƌĨŽƌŵĞĚ͘ &͘ tŚĞƌĞŽŶƚƌĂĐƚŽƌ͛ƐƐĞƌǀŝĐĞƐŚĂǀĞďĞĞŶƐŽƚĞƌŵŝŶĂƚĞĚďǇKǁŶĞƌ͕ƚŚĞƚĞƌŵŝŶĂƚŝŽŶǁŝůůŶŽƚ ĂĨĨĞĐƚ ĂŶǇ ƌŝŐŚƚƐ Žƌ ƌĞŵĞĚŝĞƐ ŽĨ KǁŶĞƌ ĂŐĂŝŶƐƚ ŽŶƚƌĂĐƚŽƌ ƚŚĞŶĞǆŝƐƚŝŶŐ Žƌ ǁŚŝĐŚ ŵĂǇ ƚŚĞƌĞĂĨƚĞƌĂĐĐƌƵĞ͕ŽƌĂŶǇƌŝŐŚƚƐŽƌƌĞŵĞĚŝĞƐŽĨKǁŶĞƌĂŐĂŝŶƐƚŽŶƚƌĂĐƚŽƌŽƌĂŶǇƐƵƌĞƚǇƵŶĚĞƌ ĂŶǇƉĂǇŵĞŶƚďŽŶĚŽƌƉĞƌĨŽƌŵĂŶĐĞďŽŶĚ͘ŶǇƌĞƚĞŶƚŝŽŶŽƌƉĂǇŵĞŶƚŽĨŵŽŶĞǇĚƵĞŽŶƚƌĂĐƚŽƌ ďǇKǁŶĞƌǁŝůůŶŽƚƌĞůĞĂƐĞŽŶƚƌĂĐƚŽƌĨƌŽŵůŝĂďŝůŝƚǇ͘ '͘ /ĨĂŶĚƚŽƚŚĞĞǆƚĞŶƚƚŚĂƚŽŶƚƌĂĐƚŽƌŚĂƐƉƌŽǀŝĚĞĚĂƉĞƌĨŽƌŵĂŶĐĞďŽŶĚƵŶĚĞƌƚŚĞƉƌŽǀŝƐŝŽŶƐ ŽĨWĂƌĂŐƌĂƉŚϲ͘Ϭϭ͕͘ƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚĂƚďŽŶĚǁŝůůŐŽǀĞƌŶŽǀĞƌĂŶǇŝŶĐŽŶƐŝƐƚĞŶƚƉƌŽǀŝƐŝŽŶƐ ŽĨWĂƌĂŐƌĂƉŚƐϭϲ͘ϬϮ͘ĂŶĚϭϲ͘ϬϮ͘͘ ϭϲ͘ϬϯKǁŶĞƌDĂǇdĞƌŵŝŶĂƚĞĨŽƌŽŶǀĞŶŝĞŶĐĞ ͘ hƉŽŶϳĚĂǇƐ͛ǁƌŝƚƚĞŶŶŽƚŝĐĞƚŽŽŶƚƌĂĐƚŽƌĂŶĚŶŐŝŶĞĞƌ͕KǁŶĞƌŵĂǇ͕ǁŝƚŚŽƵƚĐĂƵƐĞĂŶĚ ǁŝƚŚŽƵƚƉƌĞũƵĚŝĐĞƚŽĂŶǇŽƚŚĞƌƌŝŐŚƚŽƌƌĞŵĞĚǇŽĨKǁŶĞƌ͕ƚĞƌŵŝŶĂƚĞƚŚĞŽŶƚƌĂĐƚ͘/ŶƐƵĐŚ ĐĂƐĞ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůďĞƉĂŝĚĨŽƌ;ǁŝƚŚŽƵƚĚƵƉůŝĐĂƚŝŽŶŽĨĂŶǇŝƚĞŵƐͿ͗ ϭ͘ ĐŽŵƉůĞƚĞĚĂŶĚĂĐĐĞƉƚĂďůĞtŽƌŬĞǆĞĐƵƚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐ ƉƌŝŽƌƚŽƚŚĞĞĨĨĞĐƚŝǀĞĚĂƚĞŽĨƚĞƌŵŝŶĂƚŝŽŶ͕ŝŶĐůƵĚŝŶŐĨĂŝƌĂŶĚƌĞĂƐŽŶĂďůĞƐƵŵƐĨŽƌŽǀĞƌŚĞĂĚ ĂŶĚƉƌŽĨŝƚŽŶƐƵĐŚtŽƌŬ͖ Ϯ͘ ĞǆƉĞŶƐĞƐƐƵƐƚĂŝŶĞĚƉƌŝŽƌƚŽƚŚĞĞĨĨĞĐƚŝǀĞĚĂƚĞŽĨƚĞƌŵŝŶĂƚŝŽŶŝŶƉĞƌĨŽƌŵŝŶŐƐĞƌǀŝĐĞƐĂŶĚ ĨƵƌŶŝƐŚŝŶŐůĂďŽƌ͕ ŵĂƚĞƌŝĂůƐ͕ŽƌĞƋƵŝƉŵĞŶƚ ĂƐƌĞƋƵŝƌĞĚ ďǇƚŚĞ ŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐŝŶ ĐŽŶŶĞĐƚŝŽŶǁŝƚŚƵŶĐŽŵƉůĞƚĞĚtŽƌŬ͕ƉůƵƐĨĂŝƌĂŶĚƌĞĂƐŽŶĂďůĞƐƵŵƐĨŽƌŽǀĞƌŚĞĂĚĂŶĚ ƉƌŽĨŝƚŽŶƐƵĐŚĞǆƉĞŶƐĞƐ͖ĂŶĚ ϯ͘ ŽƚŚĞƌƌĞĂƐŽŶĂďůĞĞǆƉĞŶƐĞƐĚŝƌĞĐƚůǇĂƚƚƌŝďƵƚĂďůĞƚŽƚĞƌŵŝŶĂƚŝŽŶ͕ŝŶĐůƵĚŝŶŐĐŽƐƚƐŝŶĐƵƌƌĞĚ ƚŽƉƌĞƉĂƌĞĂƚĞƌŵŝŶĂƚŝŽŶĨŽƌĐŽŶǀĞŶŝĞŶĐĞĐŽƐƚƉƌŽƉŽƐĂů͘ ͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůŶŽƚďĞƉĂŝĚĨŽƌĂŶǇůŽƐƐŽĨĂŶƚŝĐŝƉĂƚĞĚƉƌŽĨŝƚƐŽƌƌĞǀĞŶƵĞ͕ƉŽƐƚͲƚĞƌŵŝŶĂƚŝŽŶ ŽǀĞƌŚĞĂĚĐŽƐƚƐ͕ŽƌŽƚŚĞƌĞĐŽŶŽŵŝĐůŽƐƐĂƌŝƐŝŶŐŽƵƚŽĨŽƌƌĞƐƵůƚŝŶŐĨƌŽŵƐƵĐŚƚĞƌŵŝŶĂƚŝŽŶ͘ ϭϲ͘ϬϰŽŶƚƌĂĐƚŽƌDĂǇ^ƚŽƉtŽƌŬŽƌdĞƌŵŝŶĂƚĞ ͘ /Ĩ͕ ƚŚƌŽƵŐŚ ŶŽ ĂĐƚ Žƌ ĨĂƵůƚ ŽĨ ŽŶƚƌĂĐƚŽƌ͕ ;ϭͿ ƚŚĞ tŽƌŬ ŝƐ ƐƵƐƉĞŶĚĞĚ ĨŽƌ ŵŽƌĞ ƚŚĂŶ ϵϬ ĐŽŶƐĞĐƵƚŝǀĞĚĂǇƐďǇKǁŶĞƌŽƌƵŶĚĞƌĂŶŽƌĚĞƌŽĨĐŽƵƌƚŽƌŽƚŚĞƌƉƵďůŝĐĂƵƚŚŽƌŝƚǇ͕Žƌ;ϮͿ ŶŐŝŶĞĞƌĨĂŝůƐƚŽĂĐƚŽŶĂŶǇƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚǁŝƚŚŝŶϯϬĚĂǇƐĂĨƚĞƌŝƚŝƐƐƵďŵŝƚƚĞĚ͕Žƌ;ϯͿ KǁŶĞƌ ĨĂŝůƐ ĨŽƌ ϯϬ ĚĂǇƐ ƚŽ ƉĂǇ ŽŶƚƌĂĐƚŽƌ ĂŶǇ ƐƵŵ ĨŝŶĂůůǇ ĚĞƚĞƌŵŝŶĞĚ ƚŽ ďĞ ĚƵĞ͕ ƚŚĞŶ ŽŶƚƌĂĐƚŽƌŵĂǇ͕ƵƉŽŶϳĚĂǇƐ͛ǁƌŝƚƚĞŶŶŽƚŝĐĞƚŽKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͕ĂŶĚƉƌŽǀŝĚĞĚKǁŶĞƌŽƌ ŶŐŝŶĞĞƌĚŽŶŽƚƌĞŵĞĚǇƐƵĐŚƐƵƐƉĞŶƐŝŽŶŽƌĨĂŝůƵƌĞǁŝƚŚŝŶƚŚĂƚƚŝŵĞ͕ƚĞƌŵŝŶĂƚĞƚŚĞĐŽŶƚƌĂĐƚ ĂŶĚƌĞĐŽǀĞƌĨƌŽŵKǁŶĞƌƉĂǇŵĞŶƚŽŶƚŚĞƐĂŵĞƚĞƌŵƐĂƐƉƌŽǀŝĚĞĚŝŶWĂƌĂŐƌĂƉŚϭϲ͘Ϭϯ͘ ͘ /ŶůŝĞƵŽĨƚĞƌŵŝŶĂƚŝŶŐƚŚĞŽŶƚƌĂĐƚĂŶĚǁŝƚŚŽƵƚƉƌĞũƵĚŝĐĞƚŽĂŶǇŽƚŚĞƌƌŝŐŚƚŽƌƌĞŵĞĚǇ͕ŝĨ ŶŐŝŶĞĞƌŚĂƐĨĂŝůĞĚƚŽĂĐƚŽŶĂŶƉƉůŝĐĂƚŝŽŶĨŽƌWĂǇŵĞŶƚǁŝƚŚŝŶϯϬĚĂǇƐĂĨƚĞƌŝƚŝƐƐƵďŵŝƚƚĞĚ͕ ŽƌKǁŶĞƌŚĂƐĨĂŝůĞĚĨŽƌϯϬĚĂǇƐƚŽƉĂǇŽŶƚƌĂĐƚŽƌĂŶǇƐƵŵĨŝŶĂůůǇĚĞƚĞƌŵŝŶĞĚƚŽďĞĚƵĞ͕ ŽŶƚƌĂĐƚŽƌŵĂǇ͕ϳĚĂǇƐĂĨƚĞƌǁƌŝƚƚĞŶŶŽƚŝĐĞƚŽKǁŶĞƌĂŶĚŶŐŝŶĞĞƌ͕ƐƚŽƉƚŚĞtŽƌŬƵŶƚŝů ƉĂǇŵĞŶƚ ŝƐ ŵĂĚĞ ŽĨ Ăůů ƐƵĐŚ ĂŵŽƵŶƚƐ ĚƵĞ ŽŶƚƌĂĐƚŽƌ͕ ŝŶĐůƵĚŝŶŐ ŝŶƚĞƌĞƐƚ ƚŚĞƌĞŽŶ͘ dŚĞ :ΠͲϳϬϬ͕^ƚĂŶĚĂƌĚ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲϵŽĨϳϬ ƉƌŽǀŝƐŝŽŶƐŽĨƚŚŝƐƉĂƌĂŐƌĂƉŚĂƌĞŶŽƚŝŶƚĞŶĚĞĚƚŽƉƌĞĐůƵĚĞŽŶƚƌĂĐƚŽƌĨƌŽŵƐƵďŵŝƚƚŝŶŐĂ ŚĂŶŐĞWƌŽƉŽƐĂůĨŽƌĂŶĂĚũƵƐƚŵĞŶƚŝŶŽŶƚƌĂĐƚWƌŝĐĞŽƌŽŶƚƌĂĐƚdŝŵĞƐŽƌŽƚŚĞƌǁŝƐĞĨŽƌ ĞǆƉĞŶƐĞƐŽƌĚĂŵĂŐĞĚŝƌĞĐƚůǇĂƚƚƌŝďƵƚĂďůĞƚŽŽŶƚƌĂĐƚŽƌ͛ƐƐƚŽƉƉŝŶŐƚŚĞtŽƌŬĂƐƉĞƌŵŝƚƚĞĚďǇ ƚŚŝƐƉĂƌĂŐƌĂƉŚ͘ Zd/>ϭϳͶ&/E>Z^K>hd/KEK&/^Whd^ 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ĨŽůůŽǁŝŶŐ͗ϭͿƚŚĂƚǁĞĂƚŚĞƌĐŽŶĚŝƚŝŽŶƐǁĞƌĞĂďŶŽƌŵĂůĨŽƌƚŚĞƉĞƌŝŽĚŽĨƚŝŵĞŝŶ ǁŚŝĐŚƚŚĞĚĞůĂǇŽĐĐƵƌƌĞĚ͕ϮͿƚŚĂƚƐƵĐŚǁĞĂƚŚĞƌĐŽŶĚŝƚŝŽŶƐĐŽƵůĚŶŽƚŚĂǀĞďĞĞŶ ƌĞĂƐŽŶĂďůǇĂŶƚŝĐŝƉĂƚĞĚ͕ĂŶĚϯͿƚŚĂƚƐƵĐŚǁĞĂƚŚĞƌĐŽŶĚŝƚŝŽŶƐŚĂĚĂŶĂĚǀĞƌƐĞĞĨĨĞĐƚ ŽŶƚŚĞtŽƌŬĂƐƐĐŚĞĚƵůĞĚ͘ ď͘ dŚĞĞǆŝƐƚĞŶĐĞŽĨĂďŶŽƌŵĂůǁĞĂƚŚĞƌĐŽŶĚŝƚŝŽŶƐǁŝůůďĞĚĞƚĞƌŵŝŶĞĚŽŶĂŵŽŶƚŚͲďǇͲ ŵŽŶƚŚďĂƐŝƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĨŽůůŽǁŝŶŐ͗ ϭͿ ǀĞƌǇǁŽƌŬĚĂǇŽŶǁŚŝĐŚŽŶĞŽƌŵŽƌĞŽĨƚŚĞĨŽůůŽǁŝŶŐĐŽŶĚŝƚŝŽŶƐĞǆŝƐƚǁŝůůďĞ ĐŽŶƐŝĚĞƌĞĚĂ͞ďĂĚǁĞĂƚŚĞƌĚĂǇ͗͟ ŝͿ dŽƚĂůƉƌĞĐŝƉŝƚĂƚŝŽŶ;ĂƐƌĂŝŶĞƋƵŝǀĂůĞŶƚͿŽĐĐƵƌƌŝŶŐďĞƚǁĞĞŶϳ͗ϬϬƉ͘ŵ͘ŽŶ ƚŚĞ ƉƌĞĐĞĚŝŶŐ ĚĂǇ ;ƌĞŐĂƌĚůĞƐƐ ŽĨ ǁŚĞƚŚĞƌ ƐƵĐŚ ƉƌĞĐĞĚŝŶŐ ĚĂǇ ŝƐĂ ǁŽƌŬĚĂǇͿ ƚŚƌŽƵŐŚ ϳ͗ϬϬ Ɖ͘ŵ͘ ŽŶ ƚŚĞ ǁŽƌŬĚĂǇ ŝŶ ƋƵĞƐƚŝŽŶ ĞƋƵĂůƐ Žƌ ĞǆĐĞĞĚƐƚŚĞŚŝƐƚŽƌŝĐĂůŵĞĂŶŽĨƉƌĞĐŝƉŝƚĂƚŝŽŶďǇŵŽƌĞƚŚĂŶŽŶĞƐƚĂŶĚĂƌĚ ĚĞǀŝĂƚŝŽŶ ;ĂƐ ƌĂŝŶ ĞƋƵŝǀĂůĞŶƚ͕ ďĂƐĞĚ ŽŶ ƚŚĞ ƐŶŽǁͬƌĂŝŶ ĐŽŶǀĞƌƐŝŽŶ ŝŶĚŝĐĂƚĞĚŝŶƚŚĞƚĂďůĞĞŶƚŝƚůĞĚ&ŽƌĞƐĞĞĂďůĞĂĚtĞĂƚŚĞƌĂǇƐ͖ƐƵĐŚƚĂďůĞ ŝƐŚĞƌĞďǇŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŚŝƐ^Ͳϰ͘Ϭϱ͘ďǇƌĞĨĞƌĞŶĐĞ͘ ŝŝͿ ŵďŝĞŶƚŽƵƚĚŽŽƌĂŝƌƚĞŵƉĞƌĂƚƵƌĞĂƚϭϭ͗ϬϬĂ͘ŵ͘ŝƐĞƋƵĂůƚŽŽƌůĞƐƐƚŚĂŶ ƚŚĞĨŽůůŽǁŝŶŐůŽǁƚĞŵƉĞƌĂƚƵƌĞƚŚƌĞƐŚŽůĚ͗ϬĚĞŐƌĞĞƐ&ĂŚƌĞŶŚĞŝƚ͖Žƌ͕Ăƚ ϯ͗ϬϬƉ͘ŵ͘ƚŚĞĂŵďŝĞŶƚŽƵƚĚŽŽƌƚĞŵƉĞƌĂƚƵƌĞŝƐĞƋƵĂůƚŽŽƌŐƌĞĂƚĞƌƚŚĂŶ ƚŚĞĨŽůůŽǁŝŶŐŚŝŐŚƚĞŵƉĞƌĂƚƵƌĞƚŚƌĞƐŚŽůĚ͗ϭϬϬĚĞŐƌĞĞƐ&ĂŚƌĞŶŚĞŝƚ͘ ϮͿ ĞƚĞƌŵŝŶĂƚŝŽŶŽĨĂĐƚƵĂůďĂĚǁĞĂƚŚĞƌĚĂǇƐĚƵƌŝŶŐƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞtŽƌŬ ǁŝůůďĞďĂƐĞĚŽŶƚŚĞǁĞĂƚŚĞƌƌĞĐŽƌĚƐŵĞĂƐƵƌĞĚĂŶĚƌĞĐŽƌĚĞĚďǇEKKKW :ΠͲϴϬϬ͕^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϮŽĨϵ ʹĂƐĂůƚϱ͘ϴ;',E͗h^ϭK'ϬϬϴͿǁĞĂƚŚĞƌŵŽŶŝƚŽƌŝŶŐƐƚĂƚŝŽŶĂƚĂƐĂůƚ͕ K͘ Zd/>ϱͶ^/d͕ ^h^hZ& E W,z^/> KE/d/KE^͕ ,ZKh^ Es/ZKEDEd> KE/d/KE^ ϱ͘Ϭϯ^ƵďƐƵƌĨĂĐĞĂŶĚWŚǇƐŝĐĂůŽŶĚŝƚŝŽŶƐ ^Ͳϱ͘Ϭϯ ĚĚƚŚĞĨŽůůŽǁŝŶŐŶĞǁƉĂƌĂŐƌĂƉŚƐŝŵŵĞĚŝĂƚĞůǇĂĨƚĞƌWĂƌĂŐƌĂƉŚϱ͘Ϭϯ͗͘ ͘ dŚĞĨŽůůŽǁŝŶŐƚĂďůĞůŝƐƚƐƚŚĞƌĞƉŽƌƚƐŽĨĞǆƉůŽƌĂƚŝŽŶƐĂŶĚƚĞƐƚƐŽĨƐƵďƐƵƌĨĂĐĞĐŽŶĚŝƚŝŽŶƐĂƚŽƌ ĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞƚŚĂƚĐŽŶƚĂŝŶdĞĐŚŶŝĐĂůĂƚĂ͕ĂŶĚƐƉĞĐŝĨŝĐĂůůǇŝĚĞŶƚŝĨŝĞƐƚŚĞdĞĐŚŶŝĐĂůĂƚĂ ŝŶƚŚĞƌĞƉŽƌƚƵƉŽŶǁŚŝĐŚŽŶƚƌĂĐƚŽƌŵĂǇƌĞůǇ͗ ZĞƉŽƌƚdŝƚůĞ ĂƚĞŽĨZĞƉŽƌƚ dĞĐŚŶŝĐĂůĂƚĂ 'ĞŽƚĞĐŚŶŝĐĂůZĞƉŽƌƚ ƵŐƵƐƚϮϴ͕ϮϬϮϯ ^ĞĞ^ƉĞĐŝĨŝĐĂƚŝŽŶϬϭϬϮϬ &͘ dŚĞĨŽůůŽǁŝŶŐƚĂďůĞůŝƐƚƐƚŚĞĚƌĂǁŝŶŐƐŽĨĞǆŝƐƚŝŶŐƉŚǇƐŝĐĂůĐŽŶĚŝƚŝŽŶƐĂƚŽƌĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞ͕ ŝŶĐůƵĚŝŶŐƚŚŽƐĞĚƌĂǁŝŶŐƐĚĞƉŝĐƚŝŶŐĞǆŝƐƚŝŶŐƐƵƌĨĂĐĞŽƌƐƵďƐƵƌĨĂĐĞƐƚƌƵĐƚƵƌĞƐĂƚŽƌĂĚũĂĐĞŶƚƚŽ ƚŚĞ ^ŝƚĞ ;ĞǆĐĞƉƚ hŶĚĞƌŐƌŽƵŶĚ &ĂĐŝůŝƚŝĞƐͿ͕ ƚŚĂƚ ĐŽŶƚĂŝŶ dĞĐŚŶŝĐĂů ĂƚĂ͕ ĂŶĚ ƐƉĞĐŝĨŝĐĂůůǇ ŝĚĞŶƚŝĨŝĞƐƚŚĞdĞĐŚŶŝĐĂůĂƚĂƵƉŽŶǁŚŝĐŚŽŶƚƌĂĐƚŽƌŵĂǇƌĞůǇ͗ ƌĂǁŝŶŐƐdŝƚůĞ ĂƚĞŽĨƌĂǁŝŶŐƐ dĞĐŚŶŝĐĂůĂƚĂ EŽ^ƵĐŚƌĂǁŝŶŐƐ '͘ ŽŶƚƌĂĐƚŽƌŵĂǇĞǆĂŵŝŶĞĐŽƉŝĞƐŽĨƌĞƉŽƌƚƐĂŶĚĚƌĂǁŝŶŐƐŝĚĞŶƚŝĨŝĞĚŝŶ^Ͳϱ͘Ϭϯ͘ĂŶĚ^Ͳϱ͘Ϭϯ͘& ƚŚĂƚǁĞƌĞŶŽƚŝŶĐůƵĚĞĚǁŝƚŚƚŚĞŝĚĚŝŶŐŽĐƵŵĞŶƚƐĨƌŽŵŶŐŝŶĞĞƌ͘ ϱ͘Ϭϲ,ĂǌĂƌĚŽƵƐŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶƐ ^Ͳϱ͘Ϭϲ ĚĚƚŚĞĨŽůůŽǁŝŶŐŶĞǁƉĂƌĂŐƌĂƉŚƐŝŵŵĞĚŝĂƚĞůǇĂĨƚĞƌWĂƌĂŐƌĂƉŚϱ͘Ϭϲ͘͘ϯ͗ ϰ͘ dŚĞĨŽůůŽǁŝŶŐƚĂďůĞůŝƐƚƐƚŚĞƌĞƉŽƌƚƐŬŶŽǁŶƚŽKǁŶĞƌƌĞůĂƚŝŶŐ ƚŽ ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂůŽŶĚŝƚŝŽŶƐĂƚŽƌĂĚũĂĐĞŶƚƚŽƚŚĞ^ŝƚĞ͕ĂŶĚƚŚĞdĞĐŚŶŝĐĂůĂƚĂ;ŝĨĂŶǇͿƵƉŽŶ ǁŚŝĐŚŽŶƚƌĂĐƚŽƌŵĂǇƌĞůǇ͗ ZĞƉŽƌƚdŝƚůĞ ĂƚĞŽĨZĞƉŽƌƚ dĞĐŚŶŝĐĂůĂƚĂ EŽ^ƵĐŚZĞƉŽƌƚ ϱ͘ dŚĞ ĨŽůůŽǁŝŶŐ ƚĂďůĞ ůŝƐƚƐ ƚŚĞ ĚƌĂǁŝŶŐƐ ŬŶŽǁŶ ƚŽ KǁŶĞƌ ƌĞůĂƚŝŶŐ ƚŽ ,ĂǌĂƌĚŽƵƐ ŶǀŝƌŽŶŵĞŶƚĂů ŽŶĚŝƚŝŽŶƐ Ăƚ Žƌ ĂĚũĂĐĞŶƚ ƚŽ ƚŚĞ ^ŝƚĞ͕ ĂŶĚ dĞĐŚŶŝĐĂů ĂƚĂ ;ŝĨ ĂŶǇͿ ĐŽŶƚĂŝŶĞĚŝŶƐƵĐŚƌĂǁŝŶŐƐƵƉŽŶǁŚŝĐŚŽŶƚƌĂĐƚŽƌŵĂǇƌĞůǇ͗ ƌĂǁŝŶŐƐdŝƚůĞ ĂƚĞŽĨƌĂǁŝŶŐƐ dĞĐŚŶŝĐĂůĂƚĂ EŽ^ƵĐŚƌĂǁŝŶŐƐ :ΠͲϴϬϬ͕^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϯŽĨϵ Zd/>ϲͶKE^E/E^hZE ϲ͘ϬϭWĞƌĨŽƌŵĂŶĐĞ͕WĂǇŵĞŶƚ͕ĂŶĚKƚŚĞƌŽŶĚƐ ^Ͳϲ͘Ϭϭ ĚĚƚŚĞĨŽůůŽǁŝŶŐƉĂƌĂŐƌĂƉŚƐŝŵŵĞĚŝĂƚĞůǇĂĨƚĞƌWĂƌĂŐƌĂƉŚϲ͘Ϭϭ͗͘ ϭ͘ZĞƋƵŝƌĞĚWĞƌĨŽƌŵĂŶĐĞŽŶĚ&Žƌŵ͗dŚĞƉĞƌĨŽƌŵĂŶĐĞďŽŶĚƚŚĂƚŽŶƚƌĂĐƚŽƌĨƵƌŶŝƐŚĞƐǁŝůů ďĞŝŶƚŚĞĨŽƌŵŽĨ:ΠͲϲϭϬ͕WĞƌĨŽƌŵĂŶĐĞŽŶĚ;ϮϬϭϬ͕ϮϬϭϯ͕ŽƌϮϬϭϴĞĚŝƚŝŽŶͿ͘ Ϯ͘ZĞƋƵŝƌĞĚWĂǇŵĞŶƚŽŶĚ&Žƌŵ͗dŚĞƉĂǇŵĞŶƚďŽŶĚƚŚĂƚŽŶƚƌĂĐƚŽƌĨƵƌŶŝƐŚĞƐǁŝůůďĞŝŶ ƚŚĞĨŽƌŵŽĨ:ΠͲϲϭϱ͕WĂǇŵĞŶƚŽŶĚ;ϮϬϭϬ͕ϮϬϭϯ͕ŽƌϮϬϭϴĞĚŝƚŝŽŶͿ͘ ^Ͳϲ͘Ϭϭ ĚĚƚŚĞĨŽůůŽǁŝŶŐƉĂƌĂŐƌĂƉŚƐŝŵŵĞĚŝĂƚĞůǇĂĨƚĞƌWĂƌĂŐƌĂƉŚϲ͘Ϭϭ͗͘ ϭ͘ dŚĞĐŽƌƌĞĐƚŝŽŶƉĞƌŝŽĚƐƉĞĐŝĨŝĞĚĂƐŽŶĞǇĞĂƌĂĨƚĞƌƚŚĞĚĂƚĞŽĨ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶŝŶ WĂƌĂŐƌĂƉŚϭϱ͘Ϭϴ͘ ŽĨ ƚŚĞ 'ĞŶĞƌĂů ŽŶĚŝƚŝŽŶƐ ŝƐ ŚĞƌĞďǇ ƌĞǀŝƐĞĚ ƚŽ ďĞϮǇĞĂƌƐĂĨƚĞƌ ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͘ Ϯ͘ ĨƚĞƌ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͕ŽŶƚƌĂĐƚŽƌƐŚĂůůĨƵƌŶŝƐŚĂǁĂƌƌĂŶƚǇďŽŶĚŝƐƐƵĞĚŝŶƚŚĞ ĨŽƌŵŽĨ:ΠͲϲϭϮ͕tĂƌƌĂŶƚǇŽŶĚ;ϮϬϭϴͿ͘dŚĞǁĂƌƌĂŶƚǇďŽŶĚŵƵƐƚďĞŝŶĂďŽŶĚ ĂŵŽƵŶƚŽĨϭϬƉĞƌĐĞŶƚŽĨƚŚĞĨŝŶĂůŽŶƚƌĂĐƚWƌŝĐĞ͘dŚĞǁĂƌƌĂŶƚǇďŽŶĚƉĞƌŝŽĚǁŝůůĞǆƚĞŶĚ ƚŽĂĚĂƚĞϮǇĞĂƌƐĂĨƚĞƌ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶŽĨƚŚĞtŽƌŬ͘ŽŶƚƌĂĐƚŽƌƐŚĂůůĚĞůŝǀĞƌƚŚĞ ĨƵůůǇ ĞǆĞĐƵƚĞĚ ǁĂƌƌĂŶƚǇ ďŽŶĚ ƚŽ KǁŶĞƌ ƉƌŝŽƌ ƚŽ Žƌ ǁŝƚŚ ƚŚĞ ĨŝŶĂů ĂƉƉůŝĐĂƚŝŽŶ ĨŽƌ ƉĂǇŵĞŶƚ͕ĂŶĚŝŶĂŶǇĞǀĞŶƚŶŽůĂƚĞƌƚŚĂŶϭϭŵŽŶƚŚƐĂĨƚĞƌ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͘ ϯ͘ dŚĞǁĂƌƌĂŶƚǇďŽŶĚŵƵƐƚďĞŝƐƐƵĞĚďǇƚŚĞƐĂŵĞƐƵƌĞƚǇƚŚĂƚŝƐƐƵĞƐƚŚĞƉĞƌĨŽƌŵĂŶĐĞďŽŶĚ ƌĞƋƵŝƌĞĚƵŶĚĞƌWĂƌĂŐƌĂƉŚϲ͘Ϭϭ͘ŽĨƚŚĞ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐ͘ ϲ͘ϬϮ/ŶƐƵƌĂŶĐĞͶ'ĞŶĞƌĂůWƌŽǀŝƐŝŽŶƐ ^Ͳϲ͘ϬϮ ĚĚƚŚĞĨŽůůŽǁŝŶŐƉĂƌĂŐƌĂƉŚŝŵŵĞĚŝĂƚĞůǇĂĨƚĞƌWĂƌĂŐƌĂƉŚϲ͘ϬϮ͗͘ ϭ͘ ŽŶƚƌĂĐƚŽƌŵĂǇŽďƚĂŝŶǁŽƌŬĞƌ͛ƐĐŽŵƉĞŶƐĂƚŝŽŶŝŶƐƵƌĂŶĐĞĨƌŽŵĂŶŝŶƐƵƌĂŶĐĞĐŽŵƉĂŶǇ ƚŚĂƚŚĂƐŶŽƚďĞĞŶƌĂƚĞĚďǇ͘D͘ĞƐƚ͕ƉƌŽǀŝĚĞĚƚŚĂƚƐƵĐŚĐŽŵƉĂŶǇ;ĂͿŝƐĚŽŵŝĐŝůĞĚŝŶ ƚŚĞƐƚĂƚĞŝŶǁŚŝĐŚƚŚĞWƌŽũĞĐƚŝƐůŽĐĂƚĞĚ͕;ďͿŝƐĐĞƌƚŝĨŝĞĚŽƌĂƵƚŚŽƌŝǌĞĚĂƐĂǁŽƌŬĞƌ͛Ɛ ĐŽŵƉĞŶƐĂƚŝŽŶŝŶƐƵƌĂŶĐĞƉƌŽǀŝĚĞƌďǇƚŚĞĂƉƉƌŽƉƌŝĂƚĞƐƚĂƚĞĂŐĞŶĐǇ͕ĂŶĚ;ĐͿŚĂƐďĞĞŶ ĂĐĐĞƉƚĞĚƚŽƉƌŽǀŝĚĞǁŽƌŬĞƌ͛ƐĐŽŵƉĞŶƐĂƚŝŽŶŝŶƐƵƌĂŶĐĞĨŽƌƐŝŵŝůĂƌƉƌŽũĞĐƚƐďǇƚŚĞƐƚĂƚĞ ǁŝƚŚŝŶƚŚĞůĂƐƚϭϮŵŽŶƚŚƐ͘ ϲ͘ϬϯŽŶƚƌĂĐƚŽƌ͛Ɛ/ŶƐƵƌĂŶĐĞ ^Ͳϲ͘Ϭϯ ^ƵƉƉůĞŵĞŶƚWĂƌĂŐƌĂƉŚϲ͘ϬϯǁŝƚŚƚŚĞĨŽůůŽǁŝŶŐƉƌŽǀŝƐŝŽŶƐĂĨƚĞƌWĂƌĂŐƌĂƉŚϲ͘Ϭϯ͗͘ ͘ tŽƌŬĞƌƐ͛ŽŵƉĞŶƐĂƚŝŽŶĂŶĚŵƉůŽǇĞƌ͛Ɛ>ŝĂďŝůŝƚǇ͗ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƵƌĐŚĂƐĞĂŶĚŵĂŝŶƚĂŝŶ ǁŽƌŬĞƌƐ͛ĐŽŵƉĞŶƐĂƚŝŽŶĂŶĚĞŵƉůŽǇĞƌ͛ƐůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞ͕ŝŶĐůƵĚŝŶŐ͕ĂƐĂƉƉůŝĐĂďůĞ͕hŶŝƚĞĚ ^ƚĂƚĞƐ >ŽŶŐƐŚŽƌĞŵĂŶ ĂŶĚ ,ĂƌďŽƌ tŽƌŬĞƌƐ͛ ŽŵƉĞŶƐĂƚŝŽŶ Đƚ͕ :ŽŶĞƐĐƚ͕ƐƚŽƉͲŐĂƉ ĞŵƉůŽǇĞƌ͛Ɛ ůŝĂďŝůŝƚǇ ĐŽǀĞƌĂŐĞ ĨŽƌ ŵŽŶŽƉŽůŝƐƚŝĐ ƐƚĂƚĞƐ͕ ĂŶĚ ĨŽƌĞŝŐŶ ǀŽůƵŶƚĂƌǇ ǁŽƌŬĞƌƐ͛ ĐŽŵƉĞŶƐĂƚŝŽŶ;ĨƌŽŵĂǀĂŝůĂďůĞƐŽƵƌĐĞƐ͕ŶŽƚǁŝƚŚƐƚĂŶĚŝŶŐƚŚĞũƵƌŝƐĚŝĐƚŝŽŶĂůƌĞƋƵŝƌĞŵĞŶƚŽĨ WĂƌĂŐƌĂƉŚϲ͘ϬϮ͘ŽĨƚŚĞ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐͿ͘ tŽƌŬĞƌƐ͛ŽŵƉĞŶƐĂƚŝŽŶĂŶĚZĞůĂƚĞĚWŽůŝĐŝĞƐ WŽůŝĐǇůŝŵŝƚƐŽĨŶŽƚ ůĞƐƐƚŚĂŶ͗ tŽƌŬĞƌƐ͛ŽŵƉĞŶƐĂƚŝŽŶ ^ƚĂƚĞ ^ƚĂƚƵƚŽƌǇ ƉƉůŝĐĂďůĞ&ĞĚĞƌĂů;Ğ͘Ő͕͘>ŽŶŐƐŚŽƌĞŵĂŶ͛ƐͿ ^ƚĂƚƵƚŽƌǇ :ΠͲϴϬϬ͕^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϰŽĨϵ tŽƌŬĞƌƐ͛ŽŵƉĞŶƐĂƚŝŽŶĂŶĚZĞůĂƚĞĚWŽůŝĐŝĞƐ WŽůŝĐǇůŝŵŝƚƐŽĨŶŽƚ ůĞƐƐƚŚĂŶ͗ &ŽƌĞŝŐŶǀŽůƵŶƚĂƌǇǁŽƌŬĞƌƐ͛ĐŽŵƉĞŶƐĂƚŝŽŶ;ĞŵƉůŽǇĞƌ͛Ɛ ƌĞƐƉŽŶƐŝďŝůŝƚǇĐŽǀĞƌĂŐĞͿ͕ŝĨĂƉƉůŝĐĂďůĞ ^ƚĂƚƵƚŽƌǇ :ŽŶĞƐĐƚ;ŝĨĂƉƉůŝĐĂďůĞͿ ŽĚŝůǇŝŶũƵƌǇďǇĂĐĐŝĚĞŶƚͶĞĂĐŚĂĐĐŝĚĞŶƚ Ψ ŽĚŝůǇŝŶũƵƌǇďǇĚŝƐĞĂƐĞͶĂŐŐƌĞŐĂƚĞ Ψ ŵƉůŽǇĞƌ͛Ɛ>ŝĂďŝůŝƚǇ ĂĐŚĂĐĐŝĚĞŶƚ Ψϭ͕ϬϬϬ͕ϬϬϬ ĂĐŚĞŵƉůŽǇĞĞ Ψϭ͕ϬϬϬ͕ϬϬϬ WŽůŝĐǇůŝŵŝƚ Ψϭ͕ϬϬϬ͕ϬϬϬ ^ƚŽƉͲŐĂƉ>ŝĂďŝůŝƚǇŽǀĞƌĂŐĞ &ŽƌǁŽƌŬƉĞƌĨŽƌŵĞĚŝŶŵŽŶŽƉŽůŝƐƚŝĐƐƚĂƚĞƐ͕ƐƚŽƉͲŐĂƉůŝĂďŝůŝƚǇ ĐŽǀĞƌĂŐĞŵƵƐƚďĞĞŶĚŽƌƐĞĚƚŽĞŝƚŚĞƌƚŚĞǁŽƌŬĞƌ͛ƐĐŽŵƉĞŶƐĂƚŝŽŶ ŽƌĐŽŵŵĞƌĐŝĂůŐĞŶĞƌĂůůŝĂďŝůŝƚǇƉŽůŝĐǇǁŝƚŚĂŵŝŶŝŵƵŵůŝŵŝƚŽĨ͗ Ψ &͘ŽŵŵĞƌĐŝĂů 'ĞŶĞƌĂů >ŝĂďŝůŝƚǇͶůĂŝŵƐ ŽǀĞƌĞĚ͗ ŽŶƚƌĂĐƚŽƌ ƐŚĂůů ƉƵƌĐŚĂƐĞ ĂŶĚ ŵĂŝŶƚĂŝŶ ĐŽŵŵĞƌĐŝĂůŐĞŶĞƌĂůůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞ͕ĐŽǀĞƌŝŶŐĂůůŽƉĞƌĂƚŝŽŶƐďǇŽƌŽŶďĞŚĂůĨŽĨŽŶƚƌĂĐƚŽƌ͕ ŽŶĂŶŽĐĐƵƌƌĞŶĐĞďĂƐŝƐ͕ĂŐĂŝŶƐƚĐůĂŝŵƐĨŽƌ͗ ϭ͘ ĚĂŵĂŐĞƐďĞĐĂƵƐĞŽĨďŽĚŝůǇŝŶũƵƌǇ͕ƐŝĐŬŶĞƐƐŽƌĚŝƐĞĂƐĞ͕ŽƌĚĞĂƚŚŽĨĂŶǇƉĞƌƐŽŶŽƚŚĞƌƚŚĂŶ ŽŶƚƌĂĐƚŽƌ͛ƐĞŵƉůŽǇĞĞƐ͕ Ϯ͘ ĚĂŵĂŐĞƐŝŶƐƵƌĞĚďǇƌĞĂƐŽŶĂďůǇĂǀĂŝůĂďůĞƉĞƌƐŽŶĂůŝŶũƵƌǇůŝĂďŝůŝƚǇĐŽǀĞƌĂŐĞ͕ĂŶĚ ϯ͘ ĚĂŵĂŐĞƐďĞĐĂƵƐĞŽĨŝŶũƵƌǇƚŽŽƌĚĞƐƚƌƵĐƚŝŽŶŽĨƚĂŶŐŝďůĞƉƌŽƉĞƌƚǇǁŚĞƌĞǀĞƌůŽĐĂƚĞĚ͕ ŝŶĐůƵĚŝŶŐůŽƐƐŽĨƵƐĞƌĞƐƵůƚŝŶŐƚŚĞƌĞĨƌŽŵ͘ '͘ŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚǇͶ&ŽƌŵĂŶĚŽŶƚĞŶƚ͗ŽŶƚƌĂĐƚŽƌ͛ƐĐŽŵŵĞƌĐŝĂůůŝĂďŝůŝƚǇƉŽůŝĐǇ ŵƵƐƚďĞǁƌŝƚƚĞŶŽŶĂϭϵϵϲ;ŽƌůĂƚĞƌͿ/ŶƐƵƌĂŶĐĞ^ĞƌǀŝĐĞƐKƌŐĂŶŝǌĂƚŝŽŶ͕/ŶĐ͘;/^KͿĐŽŵŵĞƌĐŝĂů ŐĞŶĞƌĂů ůŝĂďŝůŝƚǇ ĨŽƌŵ ;ŽĐĐƵƌƌĞŶĐĞ ĨŽƌŵͿ ĂŶĚ ŝŶĐůƵĚĞ ƚŚĞ ĨŽůůŽǁŝŶŐ ĐŽǀĞƌĂŐĞƐ ĂŶĚ ĞŶĚŽƌƐĞŵĞŶƚƐ͗ ϭ͘ WƌŽĚƵĐƚƐĂŶĚĐŽŵƉůĞƚĞĚŽƉĞƌĂƚŝŽŶƐĐŽǀĞƌĂŐĞ͘ Ă͘ ^ƵĐŚŝŶƐƵƌĂŶĐĞŵƵƐƚďĞŵĂŝŶƚĂŝŶĞĚĨŽƌƚŚƌĞĞǇĞĂƌƐĂĨƚĞƌĨŝŶĂůƉĂǇŵĞŶƚ͘ ď͘ ŽŶƚƌĂĐƚŽƌƐŚĂůůĨƵƌŶŝƐŚKǁŶĞƌĂŶĚĞĂĐŚŽƚŚĞƌĂĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚ;ĂƐŝĚĞŶƚŝĨŝĞĚŝŶ ƚŚĞ ^ƵƉƉůĞŵĞŶƚĂƌǇ ŽŶĚŝƚŝŽŶƐ Žƌ ĞůƐĞǁŚĞƌĞ ŝŶ ƚŚĞ ŽŶƚƌĂĐƚͿ ĞǀŝĚĞŶĐĞ ŽĨ ĐŽŶƚŝŶƵĂƚŝŽŶŽĨƐƵĐŚŝŶƐƵƌĂŶĐĞĂƚĨŝŶĂůƉĂǇŵĞŶƚĂŶĚƚŚƌĞĞǇĞĂƌƐƚŚĞƌĞĂĨƚĞƌ͘ Ϯ͘ ůĂŶŬĞƚ ĐŽŶƚƌĂĐƚƵĂů ůŝĂďŝůŝƚǇ ĐŽǀĞƌĂŐĞ͕ ŝŶĐůƵĚŝŶŐ ďƵƚ ŶŽƚ ůŝŵŝƚĞĚ ƚŽ ĐŽǀĞƌĂŐĞ ŽĨ ŽŶƚƌĂĐƚŽƌ͛ƐĐŽŶƚƌĂĐƚƵĂůŝŶĚĞŵŶŝƚǇŽďůŝŐĂƚŝŽŶƐŝŶWĂƌĂŐƌĂƉŚϳ͘ϭϴ͘ ϯ͘ ^ĞǀĞƌĂďŝůŝƚǇŽĨŝŶƚĞƌĞƐƚƐĂŶĚŶŽŝŶƐƵƌĞĚͲǀĞƌƐƵƐͲŝŶƐƵƌĞĚŽƌĐƌŽƐƐͲůŝĂďŝůŝƚǇĞǆĐůƵƐŝŽŶƐ͘ ϰ͘ hŶĚĞƌŐƌŽƵŶĚ͕ĞǆƉůŽƐŝŽŶ͕ĂŶĚĐŽůůĂƉƐĞĐŽǀĞƌĂŐĞ͘ ϱ͘ WĞƌƐŽŶĂůŝŶũƵƌǇĐŽǀĞƌĂŐĞ͘ ϲ͘ ĚĚŝƚŝŽŶĂůŝŶƐƵƌĞĚĞŶĚŽƌƐĞŵĞŶƚƐƚŚĂƚŝŶĐůƵĚĞďŽƚŚŽŶŐŽŝŶŐŽƉĞƌĂƚŝŽŶƐĂŶĚƉƌŽĚƵĐƚƐ ĂŶĚĐŽŵƉůĞƚĞĚŽƉĞƌĂƚŝŽŶƐĐŽǀĞƌĂŐĞƚŚƌŽƵŐŚ/^KŶĚŽƌƐĞŵĞŶƚƐ'ϮϬϭϬϭϬϬϭĂŶĚ 'ϮϬϯϳϭϬϬϭ;ƚŽŐĞƚŚĞƌͿ͘/ĨŽŶƚƌĂĐƚŽƌĚĞŵŽŶƐƚƌĂƚĞƐƚŽKǁŶĞƌƚŚĂƚƚŚĞƐƉĞĐŝĨŝĞĚ/^K :ΠͲϴϬϬ͕^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϱŽĨϵ ĞŶĚŽƌƐĞŵĞŶƚƐ ĂƌĞ ŶŽƚ ĐŽŵŵĞƌĐŝĂůůǇ ĂǀĂŝůĂďůĞ͕ ƚŚĞŶ ŽŶƚƌĂĐƚŽƌ ŵĂǇ ƐĂƚŝƐĨǇ ƚŚŝƐ ƌĞƋƵŝƌĞŵĞŶƚďǇƉƌŽǀŝĚŝŶŐĞƋƵŝǀĂůĞŶƚĞŶĚŽƌƐĞŵĞŶƚƐ͘ ϳ͘ &Žƌ ĚĞƐŝŐŶ ƉƌŽĨĞƐƐŝŽŶĂů ĂĚĚŝƚŝŽŶĂů ŝŶƐƵƌĞĚƐ͕ /^K ŶĚŽƌƐĞŵĞŶƚ 'ϮϬϯϮϬϳϬϰ ͞ĚĚŝƚŝŽŶĂů/ŶƐƵƌĞĚͶŶŐŝŶĞĞƌƐ͕ƌĐŚŝƚĞĐƚƐŽƌ^ƵƌǀĞǇŽƌƐEŽƚŶŐĂŐĞĚďǇƚŚĞEĂŵĞĚ /ŶƐƵƌĞĚ͟ŽƌŝƚƐĞƋƵŝǀĂůĞŶƚ͘ ,͘ŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚǇͶǆĐůƵĚĞĚŽŶƚĞŶƚ͗dŚĞĐŽŵŵĞƌĐŝĂůŐĞŶĞƌĂůůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞ ƉŽůŝĐǇ͕ŝŶĐůƵĚŝŶŐŝƚƐĐŽǀĞƌĂŐĞƐ͕ĞŶĚŽƌƐĞŵĞŶƚƐ͕ĂŶĚŝŶĐŽƌƉŽƌĂƚĞĚƉƌŽǀŝƐŝŽŶƐ͕ŵƵƐƚŶŽƚŝŶĐůƵĚĞ ĂŶǇŽĨƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘ ŶǇŵŽĚŝĨŝĐĂƚŝŽŶŽĨƚŚĞƐƚĂŶĚĂƌĚĚĞĨŝŶŝƚŝŽŶŽĨ͞ŝŶƐƵƌĞĚĐŽŶƚƌĂĐƚ͟;ĞǆĐĞƉƚƚŽĚĞůĞƚĞƚŚĞ ƌĂŝůƌŽĂĚƉƌŽƚĞĐƚŝǀĞůŝĂďŝůŝƚǇĞǆĐůƵƐŝŽŶŝĨŽŶƚƌĂĐƚŽƌŝƐƌĞƋƵŝƌĞĚƚŽŝŶĚĞŵŶŝĨǇĂƌĂŝůƌŽĂĚŽƌ ŽƚŚĞƌƐǁŝƚŚƌĞƐƉĞĐƚƚŽtŽƌŬǁŝƚŚŝŶϱϬĨĞĞƚŽĨƌĂŝůƌŽĂĚƉƌŽƉĞƌƚǇͿ͘ Ϯ͘ ŶǇĞǆĐůƵƐŝŽŶĨŽƌǁĂƚĞƌŝŶƚƌƵƐŝŽŶŽƌǁĂƚĞƌĚĂŵĂŐĞ͘ ϯ͘ ŶǇƉƌŽǀŝƐŝŽŶƐƌĞƐƵůƚŝŶŐŝŶƚŚĞĞƌŽƐŝŽŶŽĨŝŶƐƵƌĂŶĐĞůŝŵŝƚƐďǇĚĞĨĞŶƐĞĐŽƐƚƐŽƚŚĞƌƚŚĂŶ ƚŚŽƐĞĂůƌĞĂĚǇŝŶĐŽƌƉŽƌĂƚĞĚŝŶ/^KĨŽƌŵ'ϬϬϬϭ͘ ϰ͘ ŶǇĞǆĐůƵƐŝŽŶŽĨĐŽǀĞƌĂŐĞƌĞůĂƚŝŶŐƚŽĞĂƌƚŚƐƵďƐŝĚĞŶĐĞŽƌŵŽǀĞŵĞŶƚ͘ ϱ͘ ŶǇĞǆĐůƵƐŝŽŶĨŽƌƚŚĞŝŶƐƵƌĞĚ͛ƐǀŝĐĂƌŝŽƵƐůŝĂďŝůŝƚǇ͕ƐƚƌŝĐƚůŝĂďŝůŝƚǇ͕ŽƌƐƚĂƚƵƚŽƌǇůŝĂďŝůŝƚǇ ;ŽƚŚĞƌƚŚĂŶǁŽƌŬĞƌ͛ƐĐŽŵƉĞŶƐĂƚŝŽŶͿ͘ ϲ͘ ŶǇůŝŵŝƚĂƚŝŽŶŽƌĞǆĐůƵƐŝŽŶďĂƐĞĚŽŶƚŚĞŶĂƚƵƌĞŽĨŽŶƚƌĂĐƚŽƌ͛ƐǁŽƌŬ͘ ϳ͘ ŶǇƉƌŽĨĞƐƐŝŽŶĂůůŝĂďŝůŝƚǇĞǆĐůƵƐŝŽŶďƌŽĂĚĞƌŝŶĞĨĨĞĐƚƚŚĂŶƚŚĞŵŽƐƚƌĞĐĞŶƚĞĚŝƚŝŽŶŽĨ/^K ĨŽƌŵ'ϮϮϳϵ͘ /͘ŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚǇͶDŝŶŝŵƵŵWŽůŝĐǇ>ŝŵŝƚƐ ŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚǇ WŽůŝĐǇůŝŵŝƚƐŽĨŶŽƚ ůĞƐƐƚŚĂŶ͗ 'ĞŶĞƌĂůŐŐƌĞŐĂƚĞ Ψϭ͕ϬϬϬ͕ϬϬϬ WƌŽĚƵĐƚƐͶŽŵƉůĞƚĞĚKƉĞƌĂƚŝŽŶƐŐŐƌĞŐĂƚĞ Ψϭ͕ϬϬϬ͕ϬϬϬ WĞƌƐŽŶĂůĂŶĚĚǀĞƌƚŝƐŝŶŐ/ŶũƵƌǇ Ψϭ͕ϬϬϬ͕ϬϬϬ ŽĚŝůǇ/ŶũƵƌǇĂŶĚWƌŽƉĞƌƚǇĂŵĂŐĞͶĂĐŚKĐĐƵƌƌĞŶĐĞ Ψϭ͕ϬϬϬ͕ϬϬϬ :͘ƵƚŽŵŽďŝůĞ>ŝĂďŝůŝƚǇ͗ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƵƌĐŚĂƐĞĂŶĚŵĂŝŶƚĂŝŶĂƵƚŽŵŽďŝůĞůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞ ĨŽƌĚĂŵĂŐĞƐďĞĐĂƵƐĞŽĨďŽĚŝůǇŝŶũƵƌǇŽƌĚĞĂƚŚŽĨĂŶǇƉĞƌƐŽŶŽƌƉƌŽƉĞƌƚǇĚĂŵĂŐĞĂƌŝƐŝŶŐŽƵƚ ŽĨƚŚĞŽǁŶĞƌƐŚŝƉ͕ŵĂŝŶƚĞŶĂŶĐĞ͕ŽƌƵƐĞŽĨĂŶǇŵŽƚŽƌǀĞŚŝĐůĞ͘dŚĞĂƵƚŽŵŽďŝůĞůŝĂďŝůŝƚǇƉŽůŝĐǇ ŵƵƐƚďĞǁƌŝƚƚĞŶŽŶĂŶŽĐĐƵƌƌĞŶĐĞďĂƐŝƐ͘ ƵƚŽŵŽďŝůĞ>ŝĂďŝůŝƚǇ WŽůŝĐǇůŝŵŝƚƐŽĨŶŽƚ ůĞƐƐƚŚĂŶ͗ ŽĚŝůǇ/ŶũƵƌǇ ĂĐŚWĞƌƐŽŶ Ψϭ͕ϬϬϬ͕ϬϬϬ ĂĐŚĐĐŝĚĞŶƚ Ψϭ͕ϬϬϬ͕ϬϬϬ WƌŽƉĞƌƚǇĂŵĂŐĞ ĂĐŚĐĐŝĚĞŶƚ Ψϭ͕ϬϬϬ͕ϬϬϬ ΀Žƌ΁ ŽŵďŝŶĞĚ^ŝŶŐůĞ>ŝŵŝƚ :ΠͲϴϬϬ͕^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϲŽĨϵ ƵƚŽŵŽďŝůĞ>ŝĂďŝůŝƚǇ WŽůŝĐǇůŝŵŝƚƐŽĨŶŽƚ ůĞƐƐƚŚĂŶ͗ ŽŵďŝŶĞĚ^ŝŶŐůĞ>ŝŵŝƚ;ŽĚŝůǇ/ŶũƵƌǇĂŶĚWƌŽƉĞƌƚǇĂŵĂŐĞͿ ΨϮ͕ϬϬϬ͕ϬϬϬ <͘ hŵďƌĞůůĂŽƌǆĐĞƐƐ>ŝĂďŝůŝƚǇ͗ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƵƌĐŚĂƐĞĂŶĚŵĂŝŶƚĂŝŶƵŵďƌĞůůĂŽƌĞǆĐĞƐƐ ůŝĂďŝůŝƚǇ ŝŶƐƵƌĂŶĐĞ ǁƌŝƚƚĞŶ ŽǀĞƌ ƚŚĞ ƵŶĚĞƌůǇŝŶŐ ĞŵƉůŽǇĞƌ͛Ɛ ůŝĂďŝůŝƚǇ͕ ĐŽŵŵĞƌĐŝĂů ŐĞŶĞƌĂů ůŝĂďŝůŝƚǇ͕ĂŶĚĂƵƚŽŵŽďŝůĞůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞĚĞƐĐƌŝďĞĚŝŶƚŚĞWĂƌĂŐƌĂƉŚƐĂďŽǀĞ͘dŚĞĐŽǀĞƌĂŐĞ ĂĨĨŽƌĚĞĚŵƵƐƚďĞĂƚůĞĂƐƚĂƐďƌŽĂĚĂƐƚŚĂƚŽĨĞĂĐŚĂŶĚĞǀĞƌǇŽŶĞŽĨƚŚĞƵŶĚĞƌůǇŝŶŐƉŽůŝĐŝĞƐ͘ ǆĐĞƐƐŽƌhŵďƌĞůůĂ>ŝĂďŝůŝƚǇ WŽůŝĐǇůŝŵŝƚƐŽĨŶŽƚ ůĞƐƐƚŚĂŶ͗ ĂĐŚKĐĐƵƌƌĞŶĐĞ Ψϭ͕ϬϬϬ͕ϬϬϬ 'ĞŶĞƌĂůŐŐƌĞŐĂƚĞ ΨϮ͕ϬϬϬ͕ϬϬϬ D͘ ŽŶƚƌĂĐƚŽƌ͛ƐWŽůůƵƚŝŽŶ>ŝĂďŝůŝƚǇ/ŶƐƵƌĂŶĐĞ͗ŽŶƚƌĂĐƚŽƌƐŚĂůůƉƵƌĐŚĂƐĞĂŶĚŵĂŝŶƚĂŝŶĂƉŽůŝĐǇ ĐŽǀĞƌŝŶŐƚŚŝƌĚͲƉĂƌƚǇŝŶũƵƌǇĂŶĚƉƌŽƉĞƌƚǇĚĂŵĂŐĞ͕ŝŶĐůƵĚŝŶŐĐůĞĂŶƵƉĐŽƐƚƐ͕ĂƐĂƌĞƐƵůƚŽĨ ƉŽůůƵƚŝŽŶĐŽŶĚŝƚŝŽŶƐĂƌŝƐŝŶŐĨƌŽŵŽŶƚƌĂĐƚŽƌ͛ƐŽƉĞƌĂƚŝŽŶƐĂŶĚĐŽŵƉůĞƚĞĚŽƉĞƌĂƚŝŽŶƐ͘dŚŝƐ ŝŶƐƵƌĂŶĐĞŵƵƐƚďĞŵĂŝŶƚĂŝŶĞĚĨŽƌŶŽůĞƐƐƚŚĂŶƚŚƌĞĞǇĞĂƌƐĂĨƚĞƌĨŝŶĂůĐŽŵƉůĞƚŝŽŶ͘ ŽŶƚƌĂĐƚŽƌ͛ƐWŽůůƵƚŝŽŶ>ŝĂďŝůŝƚǇ WŽůŝĐǇůŝŵŝƚƐŽĨŶŽƚ ůĞƐƐƚŚĂŶ͗ ĂĐŚKĐĐƵƌƌĞŶĐĞͬůĂŝŵ Ψϭ͕ϬϬϬ͕ϬϬϬ 'ĞŶĞƌĂůŐŐƌĞŐĂƚĞ ΨϮ͕ϬϬϬ͕ϬϬϬ E͘ŽŶƚƌĂĐƚŽƌ͛ƐWƌŽĨĞƐƐŝŽŶĂů>ŝĂďŝůŝƚǇ/ŶƐƵƌĂŶĐĞ͗/ĨŽŶƚƌĂĐƚŽƌǁŝůůƉƌŽǀŝĚĞŽƌĨƵƌŶŝƐŚƉƌŽĨĞƐƐŝŽŶĂů ƐĞƌǀŝĐĞƐ ƵŶĚĞƌ ƚŚŝƐŽŶƚƌĂĐƚ͕ ƚŚƌŽƵŐŚ Ă ĚĞůĞŐĂƚŝŽŶ ŽĨ ƉƌŽĨĞƐƐŝŽŶĂů ĚĞƐŝŐŶ ƐĞƌǀŝĐĞƐ Žƌ ŽƚŚĞƌǁŝƐĞ͕ƚŚĞŶŽŶƚƌĂĐƚŽƌƐŚĂůůďĞƌĞƐƉŽŶƐŝďůĞĨŽƌƉƵƌĐŚĂƐŝŶŐĂŶĚŵĂŝŶƚĂŝŶŝŶŐĂƉƉůŝĐĂďůĞ ƉƌŽĨĞƐƐŝŽŶĂůůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞ͘dŚŝƐŝŶƐƵƌĂŶĐĞŵƵƐƚĐŽǀĞƌŶĞŐůŝŐĞŶƚĂĐƚƐ͕ĞƌƌŽƌƐ͕ŽƌŽŵŝƐƐŝŽŶƐ ŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƉƌŽĨĞƐƐŝŽŶĂůĚĞƐŝŐŶŽƌƌĞůĂƚĞĚƐĞƌǀŝĐĞƐďǇƚŚĞŝŶƐƵƌĞĚŽƌŽƚŚĞƌƐĨŽƌ ǁŚŽŵ ƚŚĞ ŝŶƐƵƌĞĚ ŝƐ ůĞŐĂůůǇ ůŝĂďůĞ͘ dŚĞ ŝŶƐƵƌĂŶĐĞ ŵƵƐƚ ďĞ ŵĂŝŶƚĂŝŶĞĚ ƚŚƌŽƵŐŚŽƵƚ ƚŚĞ ĚƵƌĂƚŝŽŶŽĨƚŚĞŽŶƚƌĂĐƚĂŶĚĨŽƌĂŵŝŶŝŵƵŵŽĨƚǁŽǇĞĂƌƐĂĨƚĞƌ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͘dŚĞ ƌĞƚƌŽĂĐƚŝǀĞĚĂƚĞŽŶƚŚĞƉŽůŝĐǇŵƵƐƚƉƌĞͲĚĂƚĞƚŚĞĐŽŵŵĞŶĐĞŵĞŶƚŽĨĨƵƌŶŝƐŚŝŶŐƐĞƌǀŝĐĞƐŽŶ ƚŚĞWƌŽũĞĐƚ͘ ŽŶƚƌĂĐƚŽƌ͛ƐWƌŽĨĞƐƐŝŽŶĂů>ŝĂďŝůŝƚǇ WŽůŝĐǇůŝŵŝƚƐŽĨŶŽƚ ůĞƐƐƚŚĂŶ͗ ĂĐŚůĂŝŵ Ψϭ͕ϬϬϬ͕ϬϬϬ ŶŶƵĂůŐŐƌĞŐĂƚĞ ΨϮ͕ϬϬϬ͕ϬϬϬ Zd/>ϳͶKEdZdKZ͛^Z^WKE^//>/d/^ ϳ͘Ϭϯ>ĂďŽƌ͖tŽƌŬŝŶŐ,ŽƵƌƐ :ΠͲϴϬϬ͕^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϳŽĨϵ ^Ͳϳ͘Ϭϯ ĚĚƚŚĞĨŽůůŽǁŝŶŐŶĞǁƐƵďƉĂƌĂŐƌĂƉŚƐŝŵŵĞĚŝĂƚĞůǇĂĨƚĞƌWĂƌĂŐƌĂƉŚϳ͘Ϭϯ͗͘ ϭ͘ ZĞŐƵůĂƌǁŽƌŬŝŶŐŚŽƵƌƐǁŝůůďĞϳ͗ϬϬĂ͘ŵ͘ƚŽϱ͗ϯϬƉ͘ŵ͘ Ϯ͘ KǁŶĞƌΖƐůĞŐĂůŚŽůŝĚĂǇƐĂƌĞ͗ Ă͘EĞǁzĞĂƌƐĂǇ ď͘DĂƌƚŝŶ>ƵƚŚĞƌ<ŝŶŐĂǇ Đ͘WƌĞƐŝĚĞŶƚƐĂǇ Ě͘DĞŵŽƌŝĂůĂǇ Ğ͘/ŶĚĞƉĞŶĚĞŶĐĞĂǇ Ĩ͘>ĂďŽƌĂǇ Ő͘dŚĂŶŬƐŐŝǀŝŶŐĂǇ Ś͘ĂǇĨƚĞƌdŚĂŶŬƐŐŝǀŝŶŐ ŝ͘ŚƌŝƐƚŵĂƐǀĞ ũ͘ŚƌŝƐƚŵĂƐĂǇ Ŭ͘d&ůŽĂƚŝŶŐ,ŽůŝĚĂǇ ^Ͳϳ͘Ϭϯ ĞůĞƚĞWĂƌĂŐƌĂƉŚϳ͘Ϭϯ͘ŝŶŝƚƐĞŶƚŝƌĞƚǇ͕ĂŶĚŝŶƐĞƌƚƚŚĞĨŽůůŽǁŝŶŐ͗ ͘ /ŶƚŚĞĂďƐĞŶĐĞŽĨĂŶǇ>ĂǁƐŽƌZĞŐƵůĂƚŝŽŶƐƚŽƚŚĞĐŽŶƚƌĂƌǇ͕ŽŶƚƌĂĐƚŽƌŵĂǇƉĞƌĨŽƌŵƚŚĞtŽƌŬ ŽŶŚŽůŝĚĂǇƐ͕ĚƵƌŝŶŐĂŶǇŽƌĂůůŚŽƵƌƐŽĨƚŚĞĚĂǇ͕ĂŶĚŽŶĂŶǇŽƌĂůůĚĂǇƐŽĨƚŚĞǁĞĞŬ͕Ăƚ ŽŶƚƌĂĐƚŽƌΖƐƐŽůĞĚŝƐĐƌĞƚŝŽŶ͘ ϳ͘ϭϬdĂǆĞƐ ^Ͳϳ͘ϭϬ ĚĚĂŶĞǁƉĂƌĂŐƌĂƉŚŝŵŵĞĚŝĂƚĞůǇĂĨƚĞƌWĂƌĂŐƌĂƉŚϳ͘ϭϬ͗͘ ͘ KǁŶĞƌŝƐĞǆĞŵƉƚĨƌŽŵƉĂǇŵĞŶƚŽĨƐĂůĞƐĂŶĚĐŽŵƉĞŶƐĂƚŝŶŐƵƐĞƚĂǆĞƐŽĨƚŚĞ^ƚĂƚĞŽĨŽůŽƌĂĚŽ ĂŶĚŽĨĐŝƚŝĞƐĂŶĚĐŽƵŶƚŝĞƐƚŚĞƌĞŽĨŽŶĂůůŵĂƚĞƌŝĂůƐƚŽďĞŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞtŽƌŬ͘ ϭ͘ KǁŶĞƌǁŝůůĨƵƌŶŝƐŚƚŚĞƌĞƋƵŝƌĞĚĐĞƌƚŝĨŝĐĂƚĞƐŽĨƚĂǆĞǆĞŵƉƚŝŽŶƚŽŽŶƚƌĂĐƚŽƌĨŽƌƵƐĞŝŶ ƚŚĞƉƵƌĐŚĂƐĞŽĨƐƵƉƉůŝĞƐĂŶĚŵĂƚĞƌŝĂůƐƚŽďĞŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞtŽƌŬ͘ Ϯ͘ KǁŶĞƌ͛ƐĞǆĞŵƉƚŝŽŶĚŽĞƐŶŽƚĂƉƉůǇƚŽĐŽŶƐƚƌƵĐƚŝŽŶƚŽŽůƐ͕ŵĂĐŚŝŶĞƌǇ͕ĞƋƵŝƉŵĞŶƚ͕Žƌ ŽƚŚĞƌƉƌŽƉĞƌƚǇƉƵƌĐŚĂƐĞĚďǇŽƌůĞĂƐĞĚďǇŽŶƚƌĂĐƚŽƌ͕ŽƌƚŽƐƵƉƉůŝĞƐŽƌŵĂƚĞƌŝĂůƐŶŽƚ ŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞtŽƌŬ͘ Zd/>ϴͶKd,ZtKZ<dd,^/d EŽ^ƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ :ΠͲϴϬϬ͕^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϴŽĨϵ Zd/>ϵͶKtEZ͛^Z^WKE^//>/d/^ EŽƐƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ Zd/>ϭϬͶE'/EZ͛^^ddh^hZ/E'KE^dZhd/KE EŽƐƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ Zd/>ϭϭͶ,E'^dKd,KEdZd EŽƐƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ͘ Zd/>ϭϮͶ>/D^ EŽƐƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ͘ Zd/>ϭϯͶK^dK&tKZ<͖>>KtE^͕hE/dWZ/tKZ< EŽ^ƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ Zd/>ϭϰͶd^d^ E /E^Wd/KE^͖ KZZd/KE͕ ZDKs>͕ KZ WdE K& &d/s tKZ< /ŶƐĞƌƚƚŚĞĨŽůůŽǁŝŶŐĂĨƚĞƌ'ʹϭϰ͘ϬϮ͘ ϭ͘ŶŐŝŶĞĞƌƐŚĂůůŚĂǀĞĂƚůĞĂƐƚϮϰŚŽƵƌƐĂĨƚĞƌĂƐĐŚĞĚƵůĞĚŽďƐĞƌǀĂƚŝŽŶƚŽƉƌŽǀŝĚĞĂƌĞƉŽƌƚŽĨĂŶǇ ĚĞĨŝĐŝĞŶĐŝĞƐŝĨĂŶǇƚŽďĞĐŽƌƌĞĐƚĞĚƉƌŝŽƌƚŽĂŶǇĐŽŶĐƌĞƚĞƉůĂĐĞŵĞŶƚ͘ Ϯ͘ŶŐŝŶĞĞƌƐŚĂůůŚĂǀĞĂƚůĞĂƐƚϳϮŚŽƵƌƐ͛ŶŽƚŝĐĞƚŽƐĐŚĞĚƵůĞĂŶŽďƐĞƌǀĂƚŝŽŶ͘ Zd/>ϭϱͶWzDEd^dKKEdZdKZ͕^dK&&^͖KDW>d/KE^͖KZZd/KEWZ/K ϭϱ͘ϬϭWƌŽŐƌĞƐƐWĂǇŵĞŶƚƐ ^Ͳϭϱ͘Ϭϭ ĚĚƚŚĞĨŽůůŽǁŝŶŐŶĞǁWĂƌĂŐƌĂƉŚϭϱ͘Ϭϭ͘&͗ &͘ &ŽƌĐŽŶƚƌĂĐƚƐŝŶǁŚŝĐŚƚŚĞŽŶƚƌĂĐƚWƌŝĐĞŝƐďĂƐĞĚŽŶƚŚĞŽƐƚŽĨtŽƌŬ͕ŝĨKǁŶĞƌĚĞƚĞƌŵŝŶĞƐ ƚŚĂƚƉƌŽŐƌĞƐƐƉĂǇŵĞŶƚƐŵĂĚĞƚŽĚĂƚĞƐƵďƐƚĂŶƚŝĂůůǇĞǆĐĞĞĚƚŚĞĂĐƚƵĂůƉƌŽŐƌĞƐƐŽĨƚŚĞtŽƌŬ ;ĂƐŵĞĂƐƵƌĞĚďǇƌĞĨĞƌĞŶĐĞƚŽƚŚĞ^ĐŚĞĚƵůĞŽĨsĂůƵĞƐͿ͕ŽƌƉƌĞƐĞŶƚĂƉŽƚĞŶƚŝĂůĐŽŶĨůŝĐƚǁŝƚŚƚŚĞ 'ƵĂƌĂŶƚĞĞĚDĂǆŝŵƵŵWƌŝĐĞ͕ƚŚĞŶKǁŶĞƌŵĂǇƌĞƋƵŝƌĞƚŚĂƚŽŶƚƌĂĐƚŽƌƉƌĞƉĂƌĞĂŶĚƐƵďŵŝƚĂ ƉůĂŶĨŽƌƚŚĞƌĞŵĂŝŶŝŶŐĂŶƚŝĐŝƉĂƚĞĚƉƉůŝĐĂƚŝŽŶƐĨŽƌWĂǇŵĞŶƚƚŚĂƚǁŝůůďƌŝŶŐƉĂǇŵĞŶƚƐĂŶĚ ƉƌŽŐƌĞƐƐŝŶƚŽĐůŽƐĞƌĂůŝŐŶŵĞŶƚĂŶĚƚĂŬĞŝŶƚŽĂĐĐŽƵŶƚƚŚĞ'ƵĂƌĂŶƚĞĞĚDĂǆŝŵƵŵWƌŝĐĞ;ŝĨĂŶǇͿ͕ ƚŚƌŽƵŐŚƌĞĚƵĐƚŝŽŶƐŝŶďŝůůŝŶŐƐ͕ŝŶĐƌĞĂƐĞƐŝŶƌĞƚĂŝŶĂŐĞ͕ŽƌŽƚŚĞƌĞƋƵŝƚĂďůĞŵĞĂƐƵƌĞƐ͘KǁŶĞƌ ǁŝůů ƌĞǀŝĞǁ ƚŚĞ ƉůĂŶ͕ ĚŝƐĐƵƐƐ ĂŶǇ ŶĞĐĞƐƐĂƌǇ ŵŽĚŝĨŝĐĂƚŝŽŶƐ͕ ĂŶĚŝŵƉůĞŵĞŶƚ ƚŚĞ ƉůĂŶ ĂƐ ŵŽĚŝĨŝĞĚĨŽƌĂůůƌĞŵĂŝŶŝŶŐƉƉůŝĐĂƚŝŽŶƐĨŽƌWĂǇŵĞŶƚ͘ ϭϱ͘Ϭϯ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ :ΠͲϴϬϬ͕^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŽĨƚŚĞŽŶƐƚƌƵĐƚŝŽŶŽŶƚƌĂĐƚ͘ ŽƉǇƌŝŐŚƚΞϮϬϭϴEĂƚŝŽŶĂů^ŽĐŝĞƚǇŽĨWƌŽĨĞƐƐŝŽŶĂůŶŐŝŶĞĞƌƐ͕ŵĞƌŝĐĂŶŽƵŶĐŝůŽĨŶŐŝŶĞĞƌŝŶŐŽŵƉĂŶŝĞƐ͕ ĂŶĚŵĞƌŝĐĂŶ^ŽĐŝĞƚǇŽĨŝǀŝůŶŐŝŶĞĞƌƐ͘ůůƌŝŐŚƚƐƌĞƐĞƌǀĞĚ͘ WĂŐĞϵŽĨϵ ^Ͳϭϱ͘Ϭϯ ĚĚƚŚĞĨŽůůŽǁŝŶŐŶĞǁƐƵďƉĂƌĂŐƌĂƉŚƚŽWĂƌĂŐƌĂƉŚϭϱ͘Ϭϯ͗͘ ϭ͘ /ĨƐŽŵĞŽƌĂůůŽĨƚŚĞtŽƌŬŚĂƐďĞĞŶĚĞƚĞƌŵŝŶĞĚŶŽƚƚŽďĞĂƚĂƉŽŝŶƚŽĨ^ƵďƐƚĂŶƚŝĂů ŽŵƉůĞƚŝŽŶĂŶĚǁŝůůƌĞƋƵŝƌĞƌĞͲŝŶƐƉĞĐƚŝŽŶŽƌƌĞͲƚĞƐƚŝŶŐďǇŶŐŝŶĞĞƌ͕ƚŚĞĐŽƐƚŽĨƐƵĐŚƌĞͲ ŝŶƐƉĞĐƚŝŽŶŽƌƌĞͲƚĞƐƚŝŶŐ͕ŝŶĐůƵĚŝŶŐƚŚĞĐŽƐƚŽĨƚŝŵĞ͕ƚƌĂǀĞůĂŶĚůŝǀŝŶŐĞǆƉĞŶƐĞƐ͕ǁŝůůďĞ ƉĂŝĚďǇŽŶƚƌĂĐƚŽƌƚŽKǁŶĞƌ͘/ĨŽŶƚƌĂĐƚŽƌĚŽĞƐŶŽƚƉĂǇ͕ŽƌƚŚĞƉĂƌƚŝĞƐĂƌĞƵŶĂďůĞƚŽ ĂŐƌĞĞĂƐƚŽƚŚĞĂŵŽƵŶƚŽǁĞĚ͕ƚŚĞŶKǁŶĞƌŵĂǇŝŵƉŽƐĞĂƌĞĂƐŽŶĂďůĞƐĞƚͲŽĨĨĂŐĂŝŶƐƚ ƉĂǇŵĞŶƚƐĚƵĞƵŶĚĞƌƚŚŝƐƌƚŝĐůĞϭϱ͘ ϭϱ͘ϬϴŽƌƌĞĐƚŝŽŶWĞƌŝŽĚ ^Ͳϭϱ͘Ϭϴ ĚĚƚŚĞĨŽůůŽǁŝŶŐŶĞǁWĂƌĂŐƌĂƉŚϭϱ͘Ϭϴ͘'͗ '͘ dŚĞĐŽƌƌĞĐƚŝŽŶƉĞƌŝŽĚƐƉĞĐŝĨŝĞĚĂƐŽŶĞǇĞĂƌĂĨƚĞƌƚŚĞĚĂƚĞŽĨ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶŝŶ WĂƌĂŐƌĂƉŚϭϱ͘Ϭϴ͘ŽĨƚŚĞ'ĞŶĞƌĂůŽŶĚŝƚŝŽŶƐŝƐŚĞƌĞďǇƌĞǀŝƐĞĚƚŽďĞƚŚĞŶƵŵďĞƌŽĨǇĞĂƌƐƐĞƚ ĨŽƌƚŚŝŶ^Ͳϲ͘Ϭϭ͘͘ϭ͖ŽƌŝĨŶŽƐƵĐŚƌĞǀŝƐŝŽŶŚĂƐďĞĞŶŵĂĚĞŝŶ^Ͳϲ͘Ϭϭ͕͘ƚŚĞŶƚŚĞĐŽƌƌĞĐƚŝŽŶ ƉĞƌŝŽĚŝƐŚĞƌĞďǇƐƉĞĐŝĨŝĞĚƚŽďĞϮǇĞĂƌƐĂĨƚĞƌ^ƵďƐƚĂŶƚŝĂůŽŵƉůĞƚŝŽŶ͘ Zd/>ϭϲͶ^h^WE^/KEK&tKZ<EdZD/Ed/KE EŽƐƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ͘ Zd/>ϭϳͶ&/E>Z^K>hd/KE^K&/^Whd^ EŽƐƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ Zd/>ϭϴͶD/^>>EKh^ EŽƐƵŐŐĞƐƚĞĚ^ƵƉƉůĞŵĞŶƚĂƌǇŽŶĚŝƚŝŽŶƐŝŶƚŚŝƐƌƚŝĐůĞ OCTOBER 2025 i JVA 1128e Set No. ______ PROJECT MANUAL BID SET PITKIN COUNTY PHILLIPS MOBILE HOME PARK AND AFFORDABLE HOUSING WATER AND WASTEWATER TREATMENT FACILITIES IMPROVEMENTS PROJECT OCTOBER 2025 OCTOBER 2025 ii JVA 1128e PROJECT MANUAL BID SET PITKIN COUNTY PHILLIPS MOBILE HOME PARK AND AFFORDABLE HOUSING WATER AND WASTEWATER TREATMENT FACILITIES IMPROVEMENTS PROJECT JVA, Inc. 1319 Spruce Street Boulder, CO 80302 JVA Job No. 1128e OCTOBER 2025 OCTOBER 2025 iii JVA 1128e PROJECT MANUAL TABLE OF CONTENTS PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER TREATMENT FACILITIES IMPORVEMENTS PROJECT COMBINED WATER, WASTEWATER AND CIVIL Section No. Subject # of Pages DIVISION 0 – GENERAL CONDITIONS C111 Advertisement for Bids for Construction Contract 2 C200 Instructions to Bidders for Construction Contract 12 C410 Bid Form for Construction Contract 5 00315 Pre-Selected Equipment 2 00315A Prepackaged Treatment Unit Equipment Installation 3 00315B UV Disinfection 1 00315C Bioclere Treatment System 3 C430 Bid Bond (Penal Sum Form) 2 C435 Bid Bond (Damages Form) 2 C510 Notice of Award 2 C520 Agreement Between Owner and Contractor for Construction Contract (Stipulated Price) 8 C550 Notice to Proceed 1 C610 Performance Bond 4 C615 Payment Bond 4 C620 Application for Payment 4 C625 Certificate of Substantial Completion 2 C700 Standard General Conditions of the Construction Contract 75 C800 Supplementary Conditions of the Construction Contract 35 C940 Work Change Directive 1 C941 Change Order 1 OCTOBER 2025 iv JVA 1128e C942 Field Order 1 DIVISION 1 – GENERAL REQUIREMENTS 01010 Summary of Work 5 01020 Geotechnical Report 2 01020A Geotechnical Engineering Study 104 01020B Soil Request Letter 1 01035 Modification Procedures 2 01039 Coordination and Meetings 6 01080 Identification Systems 3 01200 Payment Procedures 5 01340 Shop Drawings, Product Data, and Samples 12 01380 Construction Photographs 3 01400 Quality Control 6 01500 Construction Facilities and Temporary Controls 6 01550 Cutting and Patching 5 01600 Materials and Equipment 12 01650 Starting of Systems 2 01700 Contract Closeout 7 01730 Operation and Maintenance Data 6 OCTOBER 2025 v JVA 1128e WATER Section No. Subject # of Pages DIVISION 2 – SITE WORK W - 02240 Soil Nail Wall 15 W - 02300 Earthwork 25 W - 02370 Erosion and Sedimentation Control 6 W - 02616 Site Piping 28 W - 02676 Disinfection of Water Systems 4 W - 02950 Seeding 9 DIVISION 3 – CONCRETE W - 03300 Cast-In-Place Concrete 23 W - 03600 Grout 3 DIVISION 5 – METALS W - 05590 Miscellaneous Metals 7 DIVISION 7 – THERMAL AND MOISTURE PROTECTION W - 07210 Building Insulation 3 W - 07920 Joint Sealers 6 DIVISION 8 – OPENINGS W - 08100 Steel Doors and Frames 5 W - 08331 Overhead Coiling Doors 4 W - 08710 Door Hardware 3 DIVISION 9 – FINISHES W - 09900 Coatings 9 DIVISION 11 – EQUIPMENT OCTOBER 2025 vi JVA 1128e W - 11216 Multi-Stage Submersible Pump 6 W - 11302 Prepackaged Treatment Unit Install Only 6 W - 11385 Floating Mixers 9 DIVISION 13 – SPECIAL CONSTRUCTION W - 13122 Pre-Engineered Metal Building 11 DIVISION 15 – MECHANICAL W - 15010 Basic Mechanical Requirements 7 W - 15060 Pipe and Pipe Fittings 13 W - 15066 Common Motor Requirements for HVAC Equipment 4 W - 15075 Mechanical Identification 2 W - 15090 Supports and Anchors 5 W - 15100 Valves, Cocks and Hydrants 7 W - 15500 Heating and Ventilating 9 W - 15850 Air Outlets and Inlets 2 W - 15950 Testing, Adjusting, and Balancing 11 DIVISION 16 – ELECTRICAL W - 16050 Basic Electrical Materials and Methods 19 W - 16150 Variable Frequency Drives and Control Equipment 4 W - 16200 Electric Motors 6 W - 16900 Instrumentation and Controls 14 W - 16950 Programmable Logic Controllers 8 W - 16951 Control Descriptions 10 OCTOBER 2025 vii JVA 1128e WASTEWATER Section No. Subject # of Pages DIVISION 2 – SITE WORK WW - 02300 Earthwork 24 WW - 02370 Erosion and Sedimentation Control 5 WW - 02605 Manholes, Catch Basins and Inlets WW - 02616 Site Piping 36 WW - 02950 Seeding 9 DIVISION 3 – CONCRETE WW - 03300 Cast-In-Place Concrete 19 WW - 03600 Grout 3 DIVISION 5 – METALS WW - 05400 Cold-Formed Metal Building 8 WW - 05590 Miscellaneous Metals 3 DIVISION 6 – WOOD WW - 06100 Rough Carpentry 4 DIVISION 7 – THERMAL AND MOISTURE PROTECTION WW - 07210 Building Insulation 2 WW - 07920 Joint Sealants 6 DIVISION 8 – OPENINGS WW - 08100 Steel Doors and Frames 5 WW - 08710 Door Hardware 4 DIVISION 9 – FINISHES WW - 09250 Gypsum Board 4 OCTOBER 2025 viii JVA 1128e WW - 09653 Resilient Wall Base 3 WW - 09772 Fiberglass Reinforced Wall Panels 4 WW - 09900 Coatings 9 DIVISION 11 – EQUIPMENT WW - 11262 UV Disinfection Install Only 4 WW - 11360 Bioclere Install Only 7 WW - 11635 Automatic Sampler 4 DIVISION 13 – SPECIAL CONSTRUCTION WW - 13122 Pre-Engineered Metal Building 12 WW - 13250 Activated Carbon Odor Controls System 8 DIVISION 15 – MECHANICAL WW - 15060 Pipe and Pipe Fittings 19 WW - 15075 Mechanical Identification 2 WW - 15090 Supports and Anchors 5 WW - 15850 Air Outlets and Inlets 2 WW - 15950 Testing, Adjusting, and Balancing 11 DIVISION 16 – ELECTRICAL WW - 16050 Basic Electrical Materials and Methods 19 WW - 16200 Electric Motors 6 WW - 16250 Engine Generators: Diesel 9 WW - 16280 Automatic Transfer Switch 5 WW - 16900 Instrumentation and Controls 11 WW - 16951 Control Descriptions 11 OCTOBER 2025 ix JVA 1128e CIVIL: Section No. Subject # of Pages DIVISION 2 – SITE WORK 02300 Earthwork 9 02370 Erosion and Sedimentation Control 6 02510 Water Distribution System 9 02530 Sanitary Sewerage System 24 02630 Storm Drainage Systems 15 02740 Flexible Paving 15 02750 Rigid Paving 12 A 4000 Construction-Native Sun 2026 Values 9,018,414$ -$ 100.0% 4.01 General Conditions: 37% 1,163,802$ Native Sun-FY2026 work 4.02 Overlot Grading: 75% 1,875,943$ Native Sun-FY2026 work 4.00 Sanitary Sewer: 100% 1,181,228$ Native Sun-FY2026 work 4.16 Storm Sewer: 100% 869,483$ Native Sun-FY2026 work 4.17 Potable Water Mains: 50% 898,831$ Native Sun-FY2026 work 4.18 Water Tank: 100% 1,327,796$ Native Sun-FY2026 work 4.19 Water Treatment Plant: 37% 486,525$ Native Sun-FY2026 work 4.19 Wastewater Treatment Plant: 57% 1,312,141$ Native Sun-FY2026 work 4.19 Add Structure Demolition: Alt Option 190,000$ Native Sun-Alt Proposal 4.19 Soil Nail Mitigation ILO Revised Slope: (250,280)$ Native Sun-Alt Proposal 4.19 Delete Anticipated Export: (37,054)$ Native Sun-Alt Proposal Total 9,018,414$ -$ 100.0% EXHIBIT B - SCHEDULE OF VALUES FOR 2026 BUDGETED SCOPE N:\1128.4e\Drawings\1128.4e - G0.0 - G0.1.dwg, 10/23/2025 - 2:57 PM, JCD PH I L L I P S M O B I L E H O M E P A R K WA T E R , W A S T E W A T E R A N D I N F R A S T R U C T U R E I M P R O V E M E N T S PIT K I N C O U N T Y , C O L O R A D O BI D S E T OC T O B E R 2 0 2 5 JVA , I n c . PRE P A R E D U N D E R T H E S U P E R V I S I O N O F CON T A C T S OWNE R : PR O J E C T L O C A T I O N M A P NTS Set N o . _ _ _ _ _ _ _ PITKIN C O U N T Y 530 E M A I N S T R E E T ASPE N , C O 8 1 6 1 1 GER A L D F I E L D I N G (970) 3 7 9 - 3 7 0 7 GER A L D . F I E L D I N G @ P I T K I N C O U N T Y . C O M STRUC T U R A L E N G I N E E R : VICI N I T Y M A P NTS 70 70 76 40 25 25 550 50 DENV E R FORT C O L L I N S PUEB L O COLO R A D O S P R I N G S GRAND J U N C T I O N FORT M O R G A N GLEN W O O D SPRI N G S DURA N G O STEA M B O A T SPRI N G S LIMON BOU L D E R WINTE R P A R K Boul d e r ● F o r t C o l l i n s ● W i n t e r P a r k Glenw o o d S p r i n g s ● D e n v e r ENVIR O N M E N T A L E N G I N E E R : JVA, I N C 817 C O L O R A D O A V E N U E , S U I T E 3 0 1 GLEN W O O D S P R I N G S , C O 8 1 6 0 1 JVA, I N C 1319 S P R U C E S T R E E T BOUL D E R , C O 8 0 3 0 2 ADAM T E U N I S S E N , P . E . (303) 5 6 5 - 4 9 3 6 ATEU N I S S E N @ J V A J V A . C O M 285 ASPE N PROJ E C T VICINIT Y 24 82 82 SNO W M A S S SNOW M A S S CREEK R D E SO P R I S CREE K R D LOWER R I V E R R D ROARI N G F O R K R I V E R PROJE C T L O C A T I O N ADAM R A C E T T E , P . E . (303) 5 6 5 - 4 9 3 6 ARAC E T T E @ J V A J V A . C O M ELECT R I C A L E N G I N E E R : NICK F R A N K , P . E . (720) 9 7 5 - 1 4 3 2 NFRA N K @ J V A J V A . C O M 82 LOWER R I V E R R D JVA, I N C 1675 L A R I M E R S T R E E T , S U I T E 5 5 0 DENV E R , C O 8 0 2 0 2 CIVIL E N G I N E E R : JVA, I N C 817 C O L O R A D O A V E N U E , S U I T E 3 0 1 GLEN W O O D S P R I N G S , C O 8 1 6 0 1 J.R. S P U N G , P . E . (970) 4 0 4 - 3 0 8 5 JSPU N G @ J V A J V A . C O M ENVIR O N M E N T A L E N G I N E E R : JVA, I N C 817 C O L O R A D O A V E N U E , S U I T E 3 0 1 GLEN W O O D S P R I N G S , C O 8 1 6 0 1 COO P E R B E S T , P . E . (303) 5 6 5 - 4 9 2 5 CBES T @ J V A J V A . C O M CV-C 1 . 0 OVE R A L L S I T E P L A N CV-C E 1 . 0 E R O S I O N C O N T R O L P L A N CV-C E 1 . 1 SWM P & E R O S I O N C O N T R O L D E T A I L S CV-C E 1 . 2 E R O S I O N C O N T R O L D E T A I L S CV-C E 1 . 3 E R O S I O N C O N T R O L D E T A I L S CV-C 2 . 0 O V E R A L L U T I L I T Y P L A N CV-C 2 . 1 OVE R A L L W A T E R L I N E P L A N & K E Y CV-C 2 . 2 W A T E R P L A N A N D P R O F I L E CV-C 2 . 3 W A T E R P L A N A N D P R O F I L E CV-C 2 . 4 W A T E R P L A N A N D P R O F I L E CV-C 2 . 5 W A T E R P L A N A N D P R O F I L E CV-C 2 . 6 W A T E R P L A N A N D P R O F I L E CV-C 2 . 7 W A T E R P L A N A N D P R O F I L E CV-C 2 . 8 W A T E R P L A N A N D P R O F I L E CV-C 2 . 9 W A T E R P L A N A N D P R O F I L E CV-C 2 . 1 0 W A T E R P L A N A N D P R O F I L E CV-C 2 . 1 1 W A T E R P L A N A N D P R O F I L E CV-C 2 . 1 2 W A T E R P L A N A N D P R O F I L E CV-C 2 . 1 3 W A T E R P L A N A N D P R O F I L E CV-C 2 . 1 4 W A T E R D E T A I L S CV-C 2 . 1 5 O V E R A L L S A N I T A R Y S E W E R P L A N & K E Y CV-C 2 . 1 6 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 1 7 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 1 8 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 1 9 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 2 0 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 2 1 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 2 2 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 2 3 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 2 4 S A N I T A R Y S E W E R P L A N & P R O F I L E CV-C 2 . 2 5 S A N I T A R Y S E W E R D E T A I L S CV-C 4 . 0 O V E R A L L R O A D P L A N & K E Y CV-C 4 . 1 R O A D P L A N A N D P R O F I L E CV-C 4 . 2 R O A D P L A N A N D P R O F I L E CV-C 4 . 3 R O A D P L A N A N D P R O F I L E CV-C 4 . 4 R O A D P L A N A N D P R O F I L E CV-C 4 . 5 R O A D P L A N A N D P R O F I L E CV-C 4 . 6 R O A D P L A N A N D P R O F I L E CV-C 4 . 7 W W T F A C C E S S R O A D P L A N & P R O F I L E CV-C 4 . 8 W S T A C C E S S R O A D P L A N & P R O F I L E CV-C 4 . 9 S T R E E T A N D P A V I N G D E T A I L S CV-C 4 . 1 0 S T R E E T A N D P A V I N G D E T A I L S CV-C 4 . 1 1 S T O R M A N D D R A I N A G E D E T A I L S W-A1. 0 A R C H I T E C T U R A L P L A N & E L E V A T I O N S W-A1. 1 WTF A R C H I T E C T U R A L S E C T I O N S & D E T A I L S W-S0. 1 STR U C T U R A L G E N E R A L N O T E S & S P E C I A L I N S P E C T I O N S W-S1. 0 W T F P L A N S W-S1. 1 W T F S E C T I O N S W-S2. 0 W A T E R S T O R A G E T A N K F O U N D A T I O N P L A N W-S2. 1 W A T E R S T O R A G E T A N K L I D P L A N W-S2. 2 W A T E R S T O R A G E T A N K S E C T I O N S W-SD 0 . 1 S T R U C T U R A L D E T A I L S W-SD 0 . 2 S T R U C T U R A L D E T A I L S W-M0 . 1 M E C H A N I C A L - C O V E R S H E E T W-M1 . 1 MEC H A N I C A L - F L O O R P L A N W-M1 . 2 MEC H A N I C A L - D E T A I L S W-M1 . 3 P L U M B I N G - F L O O R P L A N W-SD 0 . 3 W A T E R S T O R A G E T A N K S T R U C T U R A L D E T A I L S N:\1128.4e\Drawings\1128.4e - G0.0 - G0.1.dwg, 9/24/2025 - 8:44 AM, JCD SHEET INDEX G0. 1 CDBLLGAMR W-E0. 1 E L E C T R I C A L L E G E N D W-E1. 0 W T F E L E C T R I C A L P L A N V I E W W-E1. 1 WATE R T A N K E L E C T R I C A L P L A N W-E1. 2 ELE C T R I C A L S I T E P L A N W-E2. 0 E L E C T R I C A L O N E - L I N E D I A G R A M W-E2. 1 ELE C T R I C A L D E T A I L S DRA W I N G I N D E X GEN E R A L SHE E T N O . TITLE G0.0 C O V E R S H E E T G0.1 S H E E T I N D E X G0.2 LEGE N D , N O T E S A N D A B B R E V I A T I O N S W-G1 . 0 H Y D R A U L I C P R O F I L E A N D D E S I G N C R I T E R I A W-G1 . 1 P R O C E S S & I N S T R U M E N T A T I O N L E G E N D W-G1 . 2 P R O C E S S & I N S T R U M E N T A T I O N D I A G R A M W-G1 . 3 P R O C E S S & I N S T R U M E N T A T I O N D I A G R A M W-C1 . 0 C I V I L S I T E P L A N W-C1 . 1 W A T E R S T O R A G E T A N K S I T E P L A N W-C1 . 2 D R A I N P I P E P L A N & P R O F I L E W-CD 1 . 0 C I V I L S I T E D E T A I L S W-CE 1 . 0 S W M P A N D E R O S I O N C O N T R O L D E T A I L S W-CE 1 . 1 E R O S I O N C O N T R O L D E T A I L S W-CE 1 . 2 E R O S I O N C O N T R O L D E T A I L S W-C2 . 0 O V E R A L L U T I L I T Y P L A N W-P1. 0 WTF P L A N V I E W W-P1. 1 W T F S E C T I O N S W-P1. 2 W T F S E C T I O N S W-P2. 0 WATE R T A N K P L A N W-P2. 1 W A T E R T A N K S E C T I O N W-PD 1 . 0 PRO C E S S D E T A I L S SHE E T N O . TITL E WAT E R T R E A T M E N T F A C I L I T Y SHE E T N O . TITL E WAS T E W A T E R T R E A T M E N T F A C I L I T Y SHE E T N O . TITLE CIV I L S I T E I N F R A S T R U C T U R E WW - E 0 . 1 ELEC T R I C A L L E G E N D WW - E 0 . 2 ELEC T R I C A L D E T A I L S WW - E 1 . 0 ELEC T R I C A L O N E - L I N E D I A G R A M S ( 1 O F 2 ) WW - E 1 . 1 ELEC T R I C A L O N E - L I N E D I A G R A M S ( 2 O F 2 ) WW - E 2 . 1 E L E C T R I C A L B U I L D I N G P L A N WW - E 2 . 2 E L E C T R I C A L S I T E P L A N WW - A 1 . 0 ARC H I T E C T U R A L P L A N , C O D E A N A L Y S I S , A N D 3 D V I E W WW - A 1 . 1 A R C H I T E C T U R A L B U I L D I N G E L E V A T I O N S WW - A 1 . 3 BAT H R O O M E L E V A T I O N S WW - S 0 . 1 S T R U C T U R A L G E N E R A L N O T E S WW - S 0 . 2 ABB R E V I A T I O N S , S P E C I A L I N S P E C T I O N S , A N D O B S E R V A T I O N S WW - S 1 . 0 F O U N D A T I O N A N D G R A D E P L A N WW - A 1 . 2 ARC H I T E C T U R A L S E C T I O N S , S C H E D U L E S , A N D D E T A I L S WW - S 1 . 1 R O O F P L A N WW - S 1 . 2 S E C T I O N S WW - S D 0 . 1 S T R U C T U R A L D E T A I L S WW - S D 0 . 2 S T R U C T U R A L D E T A I L S WW - M O . 1 M E C H A N I C A L - C O V E R S H E E T WW - M 1 . 1 M E C H A N I C A L - F L O O R P L A N WW - M 1 . 2 M E C H A N I C A L D E T A I L S A N D S C H E D U L E S WW - M P 1 . 1 P L U M B I N G F L O O R P L A N WW - M P 1 . 2 P L U M B I N G F L O O R P L A N REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r WW - G 1 . 0 H Y D R A U L I C P R O F I L E A N D D E S I G N C R I T E R I A WW - G 1 . 1 P R O C E S S & I N S T R U M E N T A T I O N L E G E N D WW - G 1 . 2 P R O C E S S A N D I N S T R U M E N T A T I O N D I A G R A M WW - G 1 . 3 P R O C E S S A N D I N S T R U M E N T A T I O N D I A G R A M WW - C 1 . 0 H O R I Z O N T A L C O N T R O L A N D S I T E P I P I N G P L A N WW - C 1 . 1 G R A D I N G A N D D R A I N A G E P L A N WW - C D 1 . 0 C I V I L D E T A I L S WW - C E 1 . 0 S W M P A N D E R O S I O N C O N T R O L D E T A I L S WW - C E 1 . 1 E R O S I O N C O N T R O L D E T A I L S WW - C E 1 . 2 E R O S I O N C O N T R O L D E T A I L S WW - C 2 . 0 EFFL U E N T D I S C H A R G E P L A N & P R O F I L E WW - P 1 . 0 WAS T E W A T E R T R E A T M E N T B U I L D I N G P L A N WW - P 1 . 1 W A S T E W A T E R T R E A T M E N T B U I L D I N G S E C T I O N S WW - P 2 . 0 WAS T E W A T E R T R E A T M E N T O V E R A L L P L A N WW - P 2 . 1 W A S T E W A T E R T R E A T M E N T S E C T I O N S WW - P 2 . 2 W A S T E W A T E R T R E A T M E N T S E C T I O N S WW - P D 1 . 0 PRO C E S S D E T A I L S DET A I L M A R K E R DETA I L T I T L E DET A I L T I T L E SCAL E DETA I L N U M B E R I D E N T I F I C A T I O N SHEE T W H E R E T H E D E T A I L I S D R A W N - INDI C A T E S S A M E D R A W I N G REVIS I O N C L O U D REVIS I O N N U M B E R DETA I L N U M B E R I D E N T I F I C A T I O N SHEE T W H E R E T H E S E C T I O N O R ELEV A T I O N I S C U T O R C A L L E D O U T - INDI C A T E S S A M E D R A W I N G SECT I O N N U M B E R I D E N T I F I C A T I O N SHEE T W H E R E T H E S E C T I O N I S - INDI C A T E S S A M E D R A W I N G SEC T I O N C A L L O U T ABB R E V I A T I O N S DES I G N L E G E N D GEN E R A L N O T E S BEN C H M A R K MAN H O L E FLA R E D E N D S E C T I O N W / R I P R A P TEE W / T H R U S T B L O C K BEN D W / T H R U S T B L O C K END C A P W / T H R U S T B L O C K GAT E V A L V E RED U C E R / I N C R E A S E R WAT E R M E T E R FIRE H Y D R A N T ROOF D R A I N IRRIG A T I O N - 1 2 " A N D S M A L L E R UNDE R D R A I N TREN C H D R A I N CABLE T V FLO W L I N E O F D I T C H O R W A S H FEN C E PRO P O S E D S P O T E L E V A T I O N SIGN W / P O S T EXIS T S P O T E L E V A T I O N SPIL L / C A T C H C U R B T R A N S I T I O N ARE A D R A I N COM B I N A T I O N I N L E T TYP E R I N L E T TYP E 1 3 F I E L D I N L E T SLO P E A R R O W CUR B A N D G U T T E R DRAINFORC E M A I N FUELGASTELEP H O N E UNDE R G R O U N D E L E C T R I C OVER H E A D E L E C T R I C FIBER O P T I C ELECT R I C STOR M - 1 2 " A N D S M A L L E R STOR M - L A R G E R T H A N 1 2 " POTA B L E W A T E R NON P O T A B L E W A T E R PVC P I P E ( M I S C ) 5.0%03.5403.3 52205221 2021 Kno w w h a t ' s belo w . befo r e y o u d i g . Call R PRO P O S E D I N D E X C O N T O U R PRO P O S E D I N T E R M E D I A T E C O N T O U R EXIS T I N D E X C O N T O U R EXIS T I N T E R M E D I A T E C O N T O U R IRRIG A T I O N - L A R G E R T H A N 1 2 " PRO P E R T Y L I N E EAS E M E N T L I N E LIMI T S O F W O R K BUILD I N G A C C E S S LIMI T S O F S A W C U T MAT C H L I N E RET A I N I N G W A L L BOU L D E R / R O C K W A L L PRO P O S E D B U I L D I N G ADJ A C E N T P R O P E R T Y L I N E / R O W HEA V Y D U T Y C O N C R E T E P A V I N G SIDE W A L K HEA V Y D U T Y A S P H A L T P A V I N G LIGH T D U T Y A S P H A L T P A V I N G SIDE W A L K C H A S E CUR B R A M P GRA V E L CON C R E T E P A V I N G DES I G N L E G E N D PVC P I P E L E G E N D TEE CRO S S TEE/ C R O S S ( U P ) TEE ( D O W N ) 90° B E N D 90° B E N D ( U P ) 90° B E N D ( D O W N ) 45° B E N D 45° B E N D ( U P ) 45° B E N D ( D O W N ) REDU C E R REDU C E R ( U P ) BUTT E R F L Y V A L V E WAFE R L E V E R BUTT E R F L Y V A L V E WAFE R L E V E R ( F R O N T ) BUTT E R F L Y V A L V E WAFE R L E V E R ( S I D E ) BUTT E R F L Y V A L V E WAFE R BUTT E R F L Y V A L V E WAFE R ( F R O N T ) BUTT E R F L Y V A L V E WAFE R L E V E R ( S I D E ) CHEC K V A L V E CHEC K V A L V E (FRON T ) CHEC K V A L V E (SIDE ) PLUG V A L V E PLUG V A L V E (FR O N T ) PLUG V A L V E (SID E ) TEE CROS S TEE/C R O S S ( U P ) TEE ( D O W N ) 90° B E N D 90° B E N D ( U P ) 90° B E N D ( D O W N ) 45° B E N D 45° B E N D ( U P ) 45° B E N D ( D O W N ) REDU C E R REDU C E R ( U P ) BUTTE R F L Y V A L V E LEVER BUTTE R F L Y V A L V E LEVER ( F R O N T ) BUTTE R F L Y V A L V E LEVER ( S I D E ) BUTTE R F L Y V A L V E BUTTE R F L Y V A L V E (FRON T ) BUTTE R F L Y V A L V E (SIDE)BALL V A L V E BALL V A L V E (FRON T ) BALL V A L V E (SIDE) VAN S T O N E F L A N G E ADAP T E R VAN S T O N E F L A N G E ADAP T E R ( S I D E ) CHECK V A L V E SWING CHECK V A L V E SWING ( F R O N T ) CHECK V A L V E SWING ( S I D E ) 1. A L L M A T E R I A L S A N D W O R K M A N S H I P S H A L L B E I N C O N F O R M A N C E W I T H T H E L A T E S T S T A N D A R D S A N D S P E C I F I C A T I O N S O F P I T K I N C O U N T Y , C O L O R A D O DEP A R T M E N T O F T R A N S P O R T A T I O N , R O A R I N G FOR K F I R E P R O T E C T I O N R E Q U I R E M E N T S , A N D A P P L I C A B L E S T A T E A N D L O C A L S T A N D A R D S A N D S P E C I F I C A T I O N S . T H E C O N T R A C T O R S H A L L H A V E I N P OSSES S I O N A T T H E J O B S I T E A T A L L T I M E S O N E (1) S I G N E D C O P Y O F A P P R O V E D P L A N S , S T A N D A R D S A N D S P E C I F I C A T I O N S . C O N T R A C T O R S H A L L C O N S T R U C T A N D M A I N T A I N E M E R G E N C Y A C C E S S R O U T ES TO T H E S I T E A N D S T R U C T U R E A T A L L TIME S P E R T H E A P P L I C A B L E R O A R I N G F O R K F I R E P R O T E C T I O N D I S T R I C T R E Q U I R E M E N T S . T H E C O N T R A C T O R S H A L L O B T A I N W R I T T E N A P P R O V A L F O R ANY VA R I A N C E T O T H E A B O V E D O C U M E N T S . NOT I F Y E N G I N E E R O F A N Y C O N F L I C T I N G S T A N D A R D S O R S P E C I F I C A T I O N S . I N T H E E V E N T O F A N Y C O N F L I C T I N G S T A N D A R D O R S P E C I F I C A T I O N , T H E MOR E S T R I N G E N T O R H I G H E R Q U A L I T Y STAN D A R D , D E T A I L O R S P E C I F I C A T I O N S H A L L A P P L Y . 2. T H E C O N T R A C T O R S H A L L O B T A I N , A T H I S O W N E X P E N S E , A L L A P P L I C A B L E C O D E S , L I C E N S E S , S T A N D A R D S P E C I F I C A T I O N S , P E R M I T S , B O N D S , E T C ., WH I C H A R E N E C E S S A R Y T O P E R F O R M T H E PRO P O S E D W O R K , I N C L U D I N G , B U T N O T L I M I T E D T O A L O C A L A N D S T A T E G R O U N D W A T E R D I S C H A R G E A N D C O L O R A D O D E P A R T M E N T O F H E A L T H A N D E N V I RONM E N T ( C D P H E ) S T O R M W A T E R DISC H A R G E P E R M I T A S S O C I A T E D W I T H C O N S T R U C T I O N A C T I V I T Y . 3. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R N O T I F Y I N G T H E R E Q U I R E D P A R T Y O W N E R A N D E N G I N E E R A T L E A S T 4 8 H O U R S P R I O R T O S T A R T O F A NY C O N S T R U C T I O N , P R I O R T O B A C K F I L L I N G , AND AS R E Q U I R E D B Y J U R I S D I C T I O N A L A U T H O R I T Y A N D / O R P R O J E C T S P E C I F I C A T I O N S . T H E C O N T R A C T O R S H A L L C O N T I N U E W I T H N O T I F I C A T I O N S T H R OUGHO U T T H E P R O J E C T A S R E Q U I R E D B Y T H E STAN D A R D S A N D S P E C I F I C A T I O N S . 4. T H E L O C A T I O N S O F E X I S T I N G U T I L I T I E S A R E S H O W N I N T H E A P P R O X I M A T E L O C A T I O N B A S E D O N I N F O R M A T I O N B Y O T H E R S . N O T A L L U T I L I T I E S MAY B E S H O W N . T H E C O N T R A C T O R S H A L L D E T E R M I N E THE E X A C T S I Z E , L O C A T I O N A N D T Y P E O F A L L E X I S T I N G U T I L I T I E S W H E T H E R S H O W N O R N O T B E F O R E C O M M E N C I N G W O R K . T H E E N G I N E E R A N D / O R O WNER A S S U M E S N O R E S P O N S I B I L I T Y F O R T H E ACCUR A C Y O R C O M P L E T E N E S S S H O W N O N P L A N S . T H E C O N T R A C T O R S H A L L B E F U L L Y A N D S O L E L Y R E S P O N S I B L E F O R A N Y A N D A L L D A M A G E S A N D C O S T S WH I C H M I G H T O C C U R B Y T H E CONTR A C T O R ' S F A I L U R E T O E X A C T L Y L O C A T E A N D P R E S E R V E A N Y A N D A L L U T I L I T I E S . T H E C O N T R A C T O R S H A L L N O T I F Y A L L P U B L I C A N D P R I V A T E UTIL I T Y C O M P A N I E S A N D D E T E R M I N E T H E LOC A T I O N O F A L L E X I S T I N G U T I L I T I E S P R I O R T O P R O C E E D I N G W I T H G R A D I N G A N D C O N S T R U C T I O N . A L L W O R K P E R F O R M E D I N T H E A R E A O F U T I L I T IES S H A L L B E P E R F O R M E D A N D I N S P E C T E D ACCOR D I N G T O T H E R E Q U I R E M E N T S O F T H E U T I L I T Y O W N E R . L I K E W I S E , T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R L O C A T I N G A N D M A P P I N G A N Y EXIST I N G U T I L I T Y ( I N C L U D I N G D E P T H ) W H I C H MAY CO N F L I C T W I T H T H E P R O P O S E D C O N S T R U C T I O N , A N D F O R R E L O C A T I N G E N C O U N T E R E D U T I L I T I E S A S D I R E C T E D B Y T H E E N G I N E E R . C O N T R A C T O R SHAL L C O N T A C T A N D R E C E I V E A P P R O V A L FRO M B E F O R E R E L O C A T I N G A N Y E N C O U N T E R E D U T I L I T I E S . C O N T R A C T O R R E S P O N S I B L E F O R S E R V I C E C O N N E C T I O N S , A N D R E L O C A T I N G A N D R E C O N N E C TING A F F E C T E D U T I L I T I E S A S COORD I N A T E D W I T H U T I L I T Y O W N E R A N D / O R E N G I N E E R , I N C L U D I N G N O N - M U N I C I P A L U T I L I T I E S ( T E L E P H O N E , G A S , C A B L E , E T C . , W H I C H S H A L L B E COORD I N A T E D W I T H T H E U T I L I T Y O W N E R ) . T H E CONTR A C T O R S H A L L I M M E D I A T E L Y C O N T A C T E N G I N E E R U P O N D I S C O V E R Y O F A U T I L I T Y D I S C R E P A N C Y O R C O N F L I C T . A T L E A S T 4 8 H O U R S P R I O R T O CONS T R U C T I O N , T H E C O N T R A C T O R S H A L L NOT I F Y T H E U T I L I T Y N O T I F I C A T I O N C E N T E R O F C O L O R A D O ( 1 - 8 0 0 - 9 2 2 - 1 9 8 7 , W W W . U N C C . O R G ) . S E E S U R V E Y U T I L I T Y L O C A T I O N I N F O R M A T I O N B E L O W. 5. T H E C O N T R A C T O R S H A L L B E S O L E L Y A N D C O M P L E T E L Y R E S P O N S I B L E F O R C O N D I T I O N S A T A N D A D J A C E N T T O T H E J O B S I T E , I N C L U D I N G S A F E T Y O F ALL P E R S O N S A N D P R O P E R T Y D U R I N G T H E PER F O R M A N C E O F T H E W O R K . T H E C O N T R A C T O R S H A L L P R E P A R E A T R A F F I C C O N T R O L P L A N F O R O W N E R A N D / O R C I T Y A P P R O V A L A N D P R O V I D E A L L L I GHTS, S I G N S , B A R R I C A D E S , F E N C I N G , FLAG M E N O R O T H E R D E V I C E S N E C E S S A R Y T O P R O V I D E F O R P U B L I C S A F E T Y . T H I S R E Q U I R E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L I M I T E D TO N O R M A L W O R K I N G H O U R S . T H E CONTR A C T O R A G R E E S T O C O M P L Y W I T H T H E P R O V I S I O N S O F T H E T R A F F I C C O N T R O L P L A N A N D T H E L A T E S T E D I T I O N O F T H E " M A N U A L O N U N I F O R M T R AFFIC C O N T R O L D E V I C E S , " P A R T V I , F O R CONST R U C T I O N S I G N A G E A N D T R A F F I C C O N T R O L . A L L T E M P O R A R Y A N D P E R M A N E N T T R A F F I C S I G N S S H A L L C O M P L Y T O T H E M A N U A L O N U N I F O R M T R A F FIC CO N T R O L D E V I C E S ( M U T C D ) W I T H REG A R D T O S I G N S H A P E , C O L O R , S I Z E , L E T T E R I N G , E T C . U N L E S S O T H E R W I S E S P E C I F I E D . I F A P P L I C A B L E , P A R T N U M B E R S O N S I G N A G E D E T A I L S REFE R T O M U T C D S I G N N U M B E R S . 6. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R R E M O V I N G A N Y G R O U N D W A T E R E N C O U N T E R E D D U R I N G T H E C O N S T R U C T I O N O F A N Y P O R T I O N O F T H I S P ROJE C T . G R O U N D W A T E R S H A L L B E PUM P E D , P I P E D , R E M O V E D A N D D I S P O S E D O F I N A M A N N E R W H I C H D O E S N O T C A U S E F L O O D I N G O F E X I S T I N G S T R E E T S N O R E R O S I O N O N A B U T T I N G P R OPER T I E S I N O R D E R T O C O N S T R U C T T H E IMPR O V E M E N T S S H O W N O N T H E S E P L A N S . G R O U N D W A T E R T O B E P U M P E D S H A L L B E T E S T E D , P E R M I T T E D , A N D P U M P E D P E R T H E S T A T E O F C O L O R A D O A N D LOCA L G R O U N D W A T E R D I S C H A R G I N G PER M I T R E Q U I R E M E N T S . 7. R I M A N D G R A T E E L E V A T I O N S S H O W N O N P L A N S A R E A P P R O X I M A T E O N L Y A N D A R E N O T T O B E T A K E N A S F I N A L E L E V A T I O N S . T H E C O N T R A C T O R S H A LL AD J U S T R I M S A N D O T H E R I M P R O V E M E N T S T O MATCH F I N A L P A V E M E N T A N D F I N I S H E D G R A D E E L E V A T I O N S . 8. T H E E X I S T I N G A N D P R O P O S E D E L E V A T I O N S O F F L A T W O R K , S I D E W A L K S , C U R B S , T H R E S H O L D S , P A V I N G , E T C . A S S H O W N H E R E O N A R E B A S E D O N E X T RAPO L A T I O N O F F I E L D S U R V E Y D A T A , E X I S T I N G CONDIT I O N S , A N D D A T A P R O V I D E D B Y O T H E R S . A T C R I T I C A L A R E A S A N D S I T E F E A T U R E S , C O N T R A C T O R S H A L L H A V E F O R M W O R K I N S P E C T E D A N D A P P R OVED B Y O W N E R , O W N E R ' S R E P R E S E N T A T I V E , OR ENG I N E E R P R I O R T O P L A C I N G C O N C R E T E . M I N O R A D J U S T M E N T S , A S A P P R O V E D , T O P R O P O S E D G R A D E S , I N V E R T S , E T C . M A Y B E R E Q U I R E D T O P R EVENT P O N D I N G O R S L O P E N O T I N CONFO R M A N C E W I T H M U N I C I P A L S T A N D A R D S . A L L F L A T W O R K M U S T P R E V E N T P O N D I N G A N D P R O V I D E P O S I T I V E D R A I N A G E A W A Y F R O M E X I S T I N G A N D P ROPOS E D B U I L D I N G S , W A L L S , R O O F D R A I N OUTFA L L S , A C R O S S D R I V E S A N D W A L K S , E T C . , T O W A R D S T H E P R O P O S E D I N T E N D E D D R A I N A G E F E A T U R E S A N D C O N V E Y A N C E S . 9. F I N A L L I M I T S O F R E Q U I R E D A S P H A L T S A W C U T T I N G A N D P A T C H I N G M A Y V A R Y F R O M L I M I T S S H O W N O N P L A N S . C O N T R A C T O R T O P R O V I D E S A W C U T A ND PA T C H W O R K T O A C H I E V E P O S I T I V E DRA I N A G E A N D A S M O O T H T R A N S I T I O N T O E X I S T I N G A S P H A L T W I T H I N S L O P E S A C C E P T A B L E T O T H E E N G I N E E R A N D W I T H I N M U N I C I P A L S T A N D A R D S . CONT R A C T O R S H A L L P R O V I D E A D D I T I O N A L SAW C U T T I N G A N D P A T C H I N G A T U T I L I T Y W O R K , C O N N E C T I O N P O I N T S T O E X I S T I N G P A V E M E N T A N D F E A T U R E S , E T C . T H A T M A Y N O T B E D E L I N E A T E D O N PLA N S . 10. A N Y E X I S T I N G M O N I T O R I N G W E L L S , C L E A N O U T S , V A L V E B O X E S , E T C . T O B E P R O T E C T E D A N D T O R E M A I N I N S E R V I C E . I F F E A T U R E S E X I S T , E X TEND O R L O W E R T O F I N A L S U R F A C E W I T H L I K E K I N D C A P WITH S T A N D A R D C A S T A C C E S S L I D W I T H S A M E M A R K I N G S . I N L A N D S C A P E D A R E A S P R O V I D E A C O N C R E T E C O L L A R ( 1 8 " x 1 8 " x 6 " T H I C K ) A T A L L E X I S TING A N D P R O P O S E D M O N I T O R I N G W E L L S , CLEAN O U T S , V A L V E B O X E S , E T C . 11. O W N E R T O A P P R O V E A L L P R I V A T E C O N C R E T E F I N I S H I N G , J O I N T P A T T E R N S A N D C O L O R I N G R E Q U I R E M E N T S P R I O R T O C O N S T R U C T I O N . S U B M I T J O I NT LA Y O U T P L A N T O O W N E R F O R A P P R O V A L PRIO R T O C O N S T R U C T I O N . 12. P I P E L E N G T H S A N D H O R I Z O N T A L C O N T R O L P O I N T S S H O W N A R E F R O M C E N T E R O F S T R U C T U R E S , E N D O F F L A R E D E N D S E C T I O N S , E T C . S E E S T R U C T URE D E T A I L S F O R E X A C T H O R I Z O N T A L C O N T R O L LOC A T I O N . C O N T R A C T O R I S R E S P O N S I B L E F O R A D J U S T I N G A C T U A L P I P E L E N G T H S T O A C C O U N T F O R S T R U C T U R E S A N D L E N G T H O F F L A R E D E N D S E C T I ONS. 13. A L L S U R P L U S M A T E R I A L S , T O O L S , A N D T E M P O R A R Y S T R U C T U R E S , F U R N I S H E D B Y T H E C O N T R A C T O R , S H A L L B E R E M O V E D F R O M T H E P R O J E C T S I T E BY TH E C O N T R A C T O R . A L L D E B R I S A N D R U B B I S H CAUSE D B Y T H E O P E R A T I O N S O F T H E C O N T R A C T O R S H A L L B E R E M O V E D , A N D T H E A R E A O C C U P I E D D U R I N G C O N S T R U C T I O N A C T I V I T I E S S H A L L B E R E S T ORED T O I T S O R I G I N A L C O N D I T I O N , W I T H I N 4 8 HOU R S O F P R O J E C T C O M P L E T I O N , U N L E S S O T H E R W I S E D I R E C T E D B Y T H E M U N I C I P A L I T Y O R O W N E R ' S R E P R E S E N T A T I V E . 14. T H E C O N T R A C T O R I S R E Q U I R E D T O P R O V I D E A N D M A I N T A I N E R O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S I N A C C O R D A N C E W I T H T H E L O C A L J U R I S D ICTIO N , T H E S T A T E O F C O L O R A D O , M I L E H I G H FLOO D D I S T R I C T " U R B A N S T O R M D R A I N A G E C R I T E R I A M A N U A L V O L U M E 3 " , T H E M - S T A N D A R D P L A N S O F T H E C O L O R A D O D E P A R T M E N T O F T R A N S P O R T A T I ON, AN D T H E A P P R O V E D E R O S I O N C O N T R O L PLAN. J U R I S D I C T I O N A L A U T H O R I T Y M A Y R E Q U I R E T H E C O N T R A C T O R T O P R O V I D E A D D I T I O N A L E R O S I O N C O N T R O L M E A S U R E S A T T H E C O N T R A C T O R ' S E X P ENSE D U E T O U N F O R E S E E N E R O S I O N PRO B L E M S O R I F T H E P L A N S D O N O T F U N C T I O N A S I N T E N D E D . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R P R O H I B I T I N G S I L T A N D D E B R I S L A D E N R U N O FF FR O M L E A V I N G T H E S I T E , A N D F O R K E E P I N G ALL PU B L I C A R E A S F R E E O F M U D A N D D E B R I S . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R R E - E S T A B L I S H I N G F I N A L G R A D E S A N D F O R R E M O V I N G A C C U M ULATE D S E D I M E N T A T I O N F R O M A L L A R E A S INCL U D I N G S W A L E S A N D D E T E N T I O N / W A T E R Q U A L I T Y A R E A S . C O N T R A C T O R S H A L L R E M O V E T E M P O R A R Y E R O S I O N C O N T R O L M E A S U R E S A N D R E P A I R A R E A S AS R E Q U I R E D A F T E R V E G E T A T I O N I S ESTA B L I S H E D A N D A C C E P T E D B Y O W N E R A N D M U N I C I P A L I T Y . 15. P R O T E C T A L L T R E E S A N D V E G E T A T I O N . P L A C E C O N S T R U C T I O N F E N C I N G A T D R I P L I N E O F T R E E S A N D P L A N T S N E A R T H E W O R K Z O N E . D E E P W A T ER TR E E S W E E K L Y . H A N D E X C A V A T I O N R E Q U I R E D AT ROO T Z O N E S W H E R E P R O P O S E D P A V I N G O R U T I L I T Y W O R K I S W I T H I N D R I P L I N E O F T R E E S . 16. L O C A T I O N S O F C L E A N O U T S , L I G H T S , S I G N A G E , J U N C T I O N B O X E S , A N D O T H E R S I G N I F I C A N T S I T E F E A T U R E S T O B E S T A K E D F O R E N G I N E E R A N D O R OW N E R A P P R O V A L P R I O R T O W O R K . C L E A N O U T S , JUNC T I O N B O X E S , A N D A D J A C E N T G R A D E S T O B E R A I S E D O N E - H A L F I N C H A T A S P H A L T / C O N C R E T E ( O R 1 " A T L A N D S C A P I N G ) T O P R O V I D E P O S I T I V E D RAINAG E A W A Y F R O M F E A T U R E S . 17. S U R V E Y I N F O R M A T I O N : 17.1. B E N C H M A R K I N F O R M A T I O N : T O P O G R A P H I C I N F O R M A T I O N W A S P R O V I D E D B Y S G M . S E E " E X I S T I N G C O N D I T I O N S M A P " S H E E T S E T D A T E D 2 / 1 8 / 2 1 . PROJ E C T B E N C H M A R K E L E V A T I O N : 7 0 9 4 . 9 0 ' A T THE T O P O F T H E R F T A R O W 3 / 4 " R E B A R A N D 3 1 / 4 " A L U M I N U M C A P , L . S . N O 1 6 4 0 1 ( S E E S H E E T 3 O F " E X I S T I N G C O N D I T I O N S M A P " S H E E T S E T ) . THE D A T U M I S N A V D 8 8 P E R S U R V E Y . C O O R D I N A T E AND V E R I F Y A L L V E R T I C A L A N D H O R I Z O N T A L D A T A S H O W N I N S U R V E Y A N D R E P O R T A N Y I R R E G U L A R I T I E S O R D I S C R E P A N C I E S T O E N G I N E E R P R I O R T O CON S T R U C T I O N . 17.2. B A S I S O F B E A R I N G S : S E E P L A N S . 17.3. H O R I Z O N T A L C O N T R O L I N F O R M A T I O N : H O R I Z O N T A L C O N T R O L C O O R D I N A T E S A R E B A S E D O N T H E R E F E R E N C E D S U R V E Y A N D A R E P R O V I D E D B Y T H E FOLLO W I N G P O I N T S A S S H O W N O N T H E PLAN S : CP-1 N 1 5 4 1 6 3 9 . 5 9 E 2 5 9 4 1 5 5 . 4 3 E L E V 7 0 9 4 . 9 0 F O U N D R F T A R O W 3 / 4 " R E B A R A N D 3 1 / 4 " A L U M I N U M C A P , L . S . N O 1 6 4 0 1 , S I T E B E N C HMAR K , S H E E T 3 CP-2 N 1 5 4 1 1 7 7 . 1 4 E 2 5 9 4 1 3 8 . 4 5 E L E V 7 0 9 6 . 1 2 F O U N D R F T A R O W 3 / 4 " R E B A R A N D 3 1 / 4 " A L U M I N U M C A P , L . S . N O 1 6 4 0 1 , S O F R I O GRAND E T R A I L , S H E E T 5 CP-3 N 1 5 4 0 4 6 8 . 7 4 E 2 5 9 4 3 2 1 . 7 9 E L E V 7 1 0 5 . 4 7 F O U N D R F T A R O W 3 / 4 " R E B A R A N D 3 1 / 4 " A L U M I N U M C A P , L . S . N O 1 6 4 0 1 ( 3 5 ' W I T N E SS CO R N E R ) , S H E E T 7 17.4 S U R V E Y U T I L I T Y L O C A T I O N I N F O R M A T I O N P E R T H E S U R V E Y O R : S U B S U R F A C E U T I L I T I E S A R E S H O W N I N A P P R O X I M A T E H O R I Z O N T A L A N D V E R T I C A L LOCA T I O N S C O N S I S T E N T W I T H A S C E 3 8 - 0 2 QUALIT Y L E V E L " B " ( I N F O R M A T I O N O B T A I N E D B Y T H E A P P L I C A T I O N O F A P P R O P R I A T E S U R F A C E G E O P H Y S I C A L M E T H O D S T O D E T E R M I N E T H E E X I S T E N C E AND H O R I Z O N T A L P O S I T I O N O F VIRT U A L L Y A L L U T I L I T I E S W I T H I N T H E P R O J E C T L I M I T S . T H E I N F O R M A T I O N O B T A I N E D I N T H I S M A N N E R I S S U R V E Y E D T O P R O J E C T C O N T R O L . ) A N D QUA L I T Y L E V E L " C " ( I N F O R M A T I O N O B T A I N E D B Y SUR V E Y I N G A N D P L O T T I N G V I S I B L E A B O V E - G R O U N D U T I L I T Y F E A T U R E S A N D B Y U S I N G P R O F E S S I O N A L J U D G M E N T I N C O R R E L A T I N G T H I S I N F O R M A T I O N TO QU A L I T Y L E V E L D ; I N F O R M A T I O N DER I V E D F R O M E X I S T I N G R E C O R D S O R O R A L R E C O L L E C T I O N S ) , A N D B A S E D O N F I E L D M E A S U R E M E N T S P R O V I D E D B Y T H E O W N E R A N D T H E C O N T R A C T O R . SUBS U R F A C E U T I L I T I E S A R E N O T DEPI C T E D T O T H E E X T E N T S E T F O R T H I N A S C E 3 8 - 0 2 Q U A L I T Y L E V E L S " A " ( I N F O R M A T I O N O B T A I N E D T H R O U G H T H E N O N D E S T R U C T I V E E X P O S U R E O F UNDE R G R O U N D U T I L I T I E S , A N D A L S O PRO V I D E S T H E T Y P E , S I Z E , C O N D I T I O N , M A T E R I A L A N D O T H E R C H A R A C T E R I S T I C S O F U N D E R G R O U N D F E A T U R E S . ) . T O T H E E X T E N T D E E M E D N E C E S S A R Y FOR T H E P R O T E C T I O N O F P E R S O N S AND P R O P E R T Y , P O T H O L I N G O R O T H E R P R E C I S E M A P P I N G M A Y B E C O M P L E T E D T O C O N F I R M T H E E X A C T L O C A T I O N O F A N Y S U B S U R F A C E U T I L I T I E S . N O TIFY O W N E R A N D E N G I N E E R W I T H A L L UTIL I T Y I N F O R M A T I O N P R I O R T O C O N S T R U C T I O N . V I S I T H T T P S : / / W W W . F H W A . D O T . G O V / P R O G R A M A D M I N / S U E I N D E X . C F M F O R M O R E I N F O R M A T I O N . 18. T H E C O N T R A C T O R A T T H E C O N T R A C T O R S E X P E N S E S H A L L F U R N I S H T H E O W N E R A N D E N G I N E E R O F R E C O R D A C O M P L E T E S E T O F C O N S T R U C T I O N R E C O RD DR A W I N G S ( " A S - B U I L T S " ) F O R T H E CONST R U C T E D I M P R O V E M E N T S . T H E A S - B U I L T S E T S H A L L S H O W S U F F I C I E N T D I M E N S I O N T I E S T O P E R M A N E N T S U R F A C E F E A T U R E S O R N O R T H I N G / E A S T I NG POI N T S F O R A L L B U R I E D F A C I L I T I E S T O ALLOW F O R F U T U R E L O C A T I N G . T H E A S - B U I L T S E T S H A L L S H O W A S - B U I L T C O N T O U R S A N D E L E V A T I O N S O F A S P H A L T A N D C O N C R E T E F L A T W O R K , F L O W L INES , G R A D E B R E A K S , S T A I R S , CROSS - S L O P E S , H I G H A N D L O W P O I N T S , A N D A D D I T I O N A L E L E V A T I O N S T O D E M O N S T R A T E I M P R O V E M E N T S W E R E C O N S T R U C T E D P E R P L A N S . T H E A S - B U I LT SET S H A L L S H O W E L E V A T I O N S O F A L L DETE N T I O N / W A T E R Q U A L I T Y F A C I L I T I E S , I N C L U D I N G B U T N O T L I M I T E D T O B E R M S , S P I L L W A Y S , B A S I N B O T T O M , P I P E I N V E R T S , A N D C O N T R O L S T R U CTURE F E A T U R E S ( A S S U R V E Y E D A N D S T A M P E D B Y A CERT I F I E D P . L . S . ) . T H E A S - B U I L T S E T S H A L L A L S O I N C L U D E E L E V A T I O N S O F M A N H O L E S , P I P E S , I N L E T S , G R A T E S , A N D S I Z E S O F A L L U T I L I T IES. T H E A S - B U I L T S E T S H A L L S H O W A N Y A N D A L L VARIAT I O N S F R O M T H E A P P R O V E D P L A N . E N G I N E E R W I L L P R O D U C E F I N A L R E C O R D D R A W I N G S . AASHT O A M E R I C A N A S S O C . O F S T A T E H I G H W A Y A N D TRAN S P O R T A T I O N O F F I C I A L S ABAN A B A N D O N AC A S P H A L T I C C O N C R E T E P A V I N G ADDL A D D I T I O N A L ADDM A D D E N D U M ADJ A D J U S T A B L E AL A L U M I N U M ALT A L T E R N A T E AMT A M O U N T APPRO X A P P R O X I M A T E ARCH A R C H I T E C T ( U R A L ) ARV A I R R E L I E F V A L V E ASTM A M E R I C A N S O C I E T Y F O R T E S T I N G A N D M A T E R I A L S ASPH A S P H A L T ASSY A S S E M B L Y ASYM A S Y M M E T R I C A L AUTO A U T O M A T I C AVG A V E R A G E AWWA A M E R I C A N W A T E R W O R K S A S S O C . BC B A C K O F C U R B BFV B U T T E R F L Y V A L V E BG F I N I S H E D G R A D E A D J A C E N T T O B O T T O M O F W A L L BLDG B U I L D I N G BLK B L O C K BM B E N C H M A R K BMP B E S T M A N A G E M E N T P R A C T I C E BS B A C K S I G H T BOS B O T T O M O F S T E P BOT B O T T O M BSMT B A S E M E N T BVCE B E G I N V E R T I C A L C U R V E E L E V A T I O N BVCS B E G I N V E R T I C A L C U R V E S T A T I O N BW B O T T O M O F W A L L CB C A T C H B A S I N CCW C O U N T E R C L O C K W I S E CDOT C O L O R A D O 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 CIP C A S T I R O N P I P E CJ C O N S T R U C T I O N J O I N T CL C E N T E R L I N E O R C H A I N L I N K CLR C L E A R CMP C O R R U G A T E D M E T A L P I P E CMU C O N C R E T E M A S O N R Y U N I T CO C L E A N O U T CONC C O N C R E T E CONS T C O N S T R U C T I O N CONT C O N T I N U O U S ( A T I O N ) COR C O R N E R CR C O N C E N T R I C R E D U C E R CTR C E N T E R CY C U B I C Y A R D S DEMO D E M O L I T I O N DIA D I A M E T E R DIAG D I A G O N A L DIP D U C T I L E I R O N P I P E DOM D O M E S T I C DN D O W N DR D R A I N DWG D R A W I N G DWL D O W E L E E A S T EA E A C H ECC E C C E N T R I C EJ E X P A N S I O N J T EL E L E V A T I O N ELB E L B O W ELEC E L E C T R I C A L ENGR E N G I N E E R EOP E D G E O F P A V E M E N T EQ E Q U A L EQUIP E Q U I P M E N T EQUIV E Q U I V A L E N T ESMT E A S E M E N T EST E S T I M A T E EVCE E N D V E R T I C A L C U R V E E L E V A T I O N EVCS E N D V E R T I C A L C U R V E S T A T I O N EW E A C H W A Y EXP J T E X P A N S I O N J O I N T EXIST E X I S T I N G FND F O U N D A T I O N FES F L A R E D E N D S E C T I O N FF F I N I S H F L O O R FG F I N I S H G R A D E FH F I R E H Y D R A N T FL F L O W L I N E FN F E N C E FOC F A C E O F C O N C R E T E FPM F E E T P E R M I N U T E FPS F E E T P E R S E C O N D FT F E E T FTG F O O T I N G O R F I T T I N G GGAS GA G A U G E GAL G A L L O N GALV G A L V A N I Z E D GCO G R A D E C L E A N O U T GIP G A L V A N I Z E D I R O N P I P E GND G R O U N D GPD G A L L O N S P E R D A Y GPM G A L L O N S P E R M I N U T E GR G R A T E GRTG G R A T I N G GSP G A L V A N I Z E D S T E E L P I P E GV G A T E V A L V E H H I G H HB H O S E B I B HE H O R I Z O N T A L E L L I P T I C A L HDWL H E A D W A L L HNDR L H A N D R A I L HORIZ H O R I Z O N T A L HP H I G H P O I N T HR H O U R HVAC H E A T I N G , V E N T I L A T I O N , A I R C O N D I T I O N I N G HWY H I G H W A Y HWL H I G H W A T E R L I N E HYD H Y D R A N T INCL I N C L U D E D ID I N S I D E D I A M E T E R IN I N L E T INSU L I N S U L A T I O N INV I N V E R T IRR I R R I G A T I O N JTS J O I N T S KO K N O C K O U T KPL K I C K P L A T E KWY K E Y W A Y L L E F T O R L I T E R LSCA P E L A N D S C A P E ( I N G ) LF L I N E A R F O O T LP L O W P O I N T O R L I G H T P O L E LT L I G H T LWL L O W W A T E R L E V E L MAINT M A I N T E N A N C E MAN M A N U A L MATL M A T E R I A L MAX M A X I M U M ME M A T C H E X I S T I N G MECH M E C H A N I C A L MFR M A N U F A C T U R E R MH M A N H O L E MIN M I N I M U M MISC M I S C E L L A N E O U S MJ M E C H A N I C A L J O I N T N N O R T H NA N O T A P P L I C A B L E NIC N O T I N C O N T R A C T NPT N A T I O N A L P I P E T H R E A D NTS N O T T O S C A L E OS O F F S E T OC O N C E N T E R OD O U T S I D E D I A M E T E R OPP O P P O S I T E OPT O P T I O N A L PC P O I N T O F C U R V A T U R E PCO P R E S S U R E C L E A N O U T PCR P O I N T O F C U R V E R E T U R N PI P O I N T O F I N T E R S E C T I O N PVI P O I N T O F V E R T I C A L I N T E R S E C T I O N PL P R O P E R T Y L I N E PE P O L Y E T H Y L E N E PRE F A B P R E F A B R I C A T E D PRE L I M P R E L I M I N A R Y PRE P P R E P A R A T I O N PRO P P R O P O S E D PRV P R E S S U R E R E D U C I N G V A L V E O R P R E S S U R E RELIE F V A L V E PSF P O U N D S P E R S Q U A R E F O O T PSI P O U N D S P E R S Q U A R E I N C H PT P O I N T O F T A N G E N C Y PV P L U G V A L V E PVC P O L Y V I N Y L C H L O R I D E O R P O I N T O F V E R T I C A L CURV A T U R E PVM T P A V E M E N T QTY Q U A N T I T Y R R I G H T RAD R A D I U S RCP R E I N F O R C E D C O N C R E T E P I P E RD R O O F D R A I N RE R E F E R E N C E REC T R E C T A N G U L A R REIN F R E I N F O R C E ( D ) ( I N G ) ( M E N T ) REQ D R E Q U I R E D ROW R I G H T O F W A Y SAN S A N I T A R Y SC S A W C U T SD S T O R M D R A I N SEC T S E C T I O N SPD S T A N D A R D P R O C T O R D E N S I T Y SPE C S P E C I F I C A T I O N SQ S Q U A R E SQ I N S Q U A R E I N C H SQ F T S Q U A R E F O O T SQ Y D S Q U A R E Y A R D SS S A N I T A R Y S E W E R SST S T A I N L E S S S T E E L STA S T A T I O N STD S T A N D A R D STL S T E E L STR U C T S T R U C T U R A L SVC S E R V I C E SWM P S T O R M W A T E R M A N A G E M E N T P L A N SYM S Y M M E T R I C A L TB T H R U S T B L O C K TBC T O P B A C K O F C U R B TBM T E M P O R A R Y B E N C H M A R K TEM P T E M P O R A R Y TG F I N I S H E D G R A D E A D J A C E N T T O T O P O F W A L L THK T H I C K TOB T O P O F B A N K TOC T O P O F C O N C R E T E O R T O P O F C U R B TOS T O P O F S T E P TOT T O T A L TW T O P O F W A L L O R C A P O F W A L L TYP T Y P I C A L UBC U N I F O R M B U I L D I N G C O D E UGE U N D E R G R O U N D E L E C T R I C UTIL U T I L I T Y VER T V E R T I C A L VC P O I N T O F V E R T I C A L C U R V A T U R E VCP V I T R I F I E D C L A Y P I P E W W I D E O R W I D T H W/ W I T H W/O W I T H O U T WQCV W A T E R Q U A L I T Y C O N T R O L V O L U M E WSE W A T E R S U R F A C E E L E V A T I O N WW W A S T E W A T E R X S E C T C R O S S S E C T I O N XFM R E L E C T R I C A L T R A N S F O R M E R YH Y A R D H Y D R A N T WATE R - 1 2 " A N D S M A L L E R WATE R - L A R G E R T H A N 1 2 " SANIT A R Y S E W E R - 1 2 " A N D S M A L L E R SANIT A R Y S E W E R - L A R G E R T H A N 1 2 " N:\1128.4e\Drawings\1128.4e - G0.0 - G0.1.dwg, 9/23/2025 - 5:23 PM, JCD LEGEND, NOTES AND ABBREVIATIONS G0 . 2 CDBLLGAMRREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r DES I G N F L O W PEA K D A Y D E M A N D : 5 0 , 0 0 0 G P D WATER T R E A T M E N T A V E R A G E F L O W : 5 0 G P M RAW W A T E R Q U A L I T Y S A M P L I N G R E S U L T S INO R G A N I C C H E M I C A L S ARSEN I C : 0 . 0 0 1 M G / L COPPE R : 0 . 0 1 3 9 M G / L IRON : 0 . 0 0 6 M G / L LEAD : 0 . 0 0 0 7 M G / L NITRAT E - N I T R I T E : 0 . 4 6 M G / L A S N RADI O N U C L I D E S TOT A L U R A N I U M : 0 . 0 0 3 5 M G / L HARD N E S S A N D O T H E R P R O P E R T I E S LANG E L I E R I N D E X : 0 . 6 9 PH: 7 . 1 - 7 . 9 TDS : 4 3 0 M G / L TOT A L H A R D N E S S : 3 9 0 M G / L A S C a C O ³ DES I G N C R I T E R I A 710 0 711 0 712 0 713 0 HYD R A U L I C P R O F I L E SCAL E : V E R T . 1 " = 1 0 ' H O R I Z . N O S C A L E WATE R T R E A T M E N T BUI L D I N G 724072507260 FF 7 1 1 2 . 8 2 PRE- F I L T E R (TYP 2 ) WATE R S O F T E N E R (TYP 2 ) COAR S E F I L T E R (TYP 2 ) 7100711071207130 HILL S I D E W E L L 6960697071106980 TO TR E A T M E N T BUILD I N G 69707110 7100 7100 FROM F U T U R E R A N C H HOUS E W E L L 69606980 7090 7090 280 , 0 0 0 G A L WAT E R STO R A G E T A N K LWLLEG E N D 7249 . 0 0 NOTE : RESIDE N T I A L B O O S T E R P U M P S REQUI R E D F O R A L L S T R U C T U R E S A T OR AB O V E E L E V A T I O N 7 1 1 4 . 0 0 FRO M HILLSI D E W E L L STO R A G E FINIS H E D W A T E R S T O R A G E QUA N T I T Y O F T A N K S : 1 VOLU M E : 2 8 0 , 0 0 0 G A L TYPE : C O N C R E T E FLOA T I N G M I X E R QUA N T I T Y : 1 MAN U F A C T U R E R : S O L A R B E E TYPE : S O L A R MAX I M P E L L E R S P E E D : 8 5 R P M PUM P S HILLS I D E W E L L P U M P QUA N T I T Y : 1 TYPE : S U B M E R S I B L E DESI G N F L O W : 5 0 G P M TDH: 4 9 2 F T ELEC T R I C A L : 2 0 8 / 2 2 0 / 2 3 0 V HP: 1 0 H P DRIV E : V A R I A B L E F R E Q U E N C Y PUM P O N : 1 6 . 5 F T PUM P O F F 1 7 F T BOOS T E R P U M P QUA N T I T Y : 2 OPE R A T I O N S : D U T Y , S T A N D B Y TYPE : C E N T R I F U G A L ( B O O S T E R P U M P S ) DESI G N F L O W : 5 0 G P M TDH: 1 8 0 F T ELEC T R I C A L : 2 3 0 / 4 6 0 V HP: 5 H P DRIV E : V A R I A B L E F R E Q U E N C Y TRE A T M E N T PRE - F I L T E R QUAN T I T Y : 2 PRES S U R E R A T I N G : 1 5 0 P S I MESH S I Z E : 5 M I C R O N FLOW R A T E : 5 0 G P M MAX P R E S S U R E D R O P : 1 0 P S I SOF T E N I N G QUAN T I T Y O F T A N K S : 2 DIME N S I O N S : 4 2 I N C H D I A M E T E R , 6 5 I N C H T A L L MEDI A : 2 5 F T ³ I O N E X C H A N G E R E S I N , E A CONT R O L : A U T O M A T I C V A L V E FLOW R A T E : 5 0 G P M EBCT : 3 . 4 4 M I N HYDR A U L I C L O A D I N G R A T E : 5 . 2 0 G P M / S Q F T PRES S U R E R A T I N G : 1 5 0 P S I MAX P R E S S U R E D R O P : 1 5 P S I BRI N E T A N K QUAN T I T Y : 1 DIME N S I O N S : 4 2 I N C H D I A M E T E R , 7 2 I N C H H I G H COA R S E F I L T E R QUANT I T Y : 2 MAKE: H A R M S C O FILT E R H O U S I N G : 3 0 4 E L E C T R O - P O L I S H E D S T A I N L E S S S T E E L MODEL : H C / 4 0 - 1 FLO W R A T E : 5 0 G P M PRESS U R E R A T I N G : 1 5 0 P S I MAX PR E S S U R E D R O P : 3 0 P S I E A COM P L I A N C E F I L T E R QUANT I T Y : 2 MAKE: H A R M S C O FILT E R H O U S I N G : 3 0 4 E L E C T R O - P O L I S H E D S T A I N L E S S S T E E L MODEL : H C / 4 0 - L T 2 FLO W R A T E : 5 0 G P M PRESS U R E R A T I N G : 1 5 0 P S I MAX PR E S S U R E D R O P : 3 0 P S I E A DISIN F E C T I O N TYPE: S O D I U M H Y P O C H L O R I T E DOSIN G M E T H O D : F L O W P A C E PUMP T Y P E : P E R I S T A L T I C M E T E R I N G P U M P PUMP F E E D R A T E ( M I N ) : 0 . 0 6 G P H PUMP F E E D R A T E ( M A X ) : 0 . 0 1 2 G P H TARGE T D O S E : 2 . 2 M G / L SOLUT I O N C O N C E N T R A T I O N : 1 0 % QUANT I T Y O F S T O R A G E T A N K S : 1 CHEMI C A L S T O R A G E T A N K V O L U M E : 4 0 G A L TO DIS T R I B U T I O N BOO S T E R P U M P (TYP 2 ) 724 0 725 0 726 0 716 0 714 0 715 0 7160 71407150 COMP L I A N C E F I L T E R (TYP 2 ) TOC 7 2 4 0 . 0 0 723 0 722 0 7230 7220 N:\1128.4e\Drawings\1128.4e - G1.0.dwg, 9/23/2025 - 5:25 PM, JCD HYDRAULIC PROFILE AND DESIGN CRITERIA W-G 1 . 0 CDBLLGAMRREVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r EXIST S E C O N D A R Y P R O C E S S L I N E SECON D A R Y P R O C E S S L I N E EXIST C H A N N E L CHANN E L FUTUR E M A I N P R O C E S S L I N E PROC E S S I D E N T I F I C A T I O N N U M B E R PRO C E S S L E G E N D VAL V E S Y M B O L S OPEN BUTTE R F L Y V A L V E MANU A L A C T U A T E D V A L V E PRESS U R E R E D U C I N G V A L V E ROTAR Y M O T O R V A L V E SOLEN O I D V A L V E PRESS U R E R E L I E F V A L V E P&ID E Q U I P M E N T S Y M B O L S DATA L I N K O R S O F T W A R E S I G N A L ARV SAM P L E P O R T ULTRA S O N I C F L O W S E N S O R HYDRO S T A T I C L E V E L S E N S O R --- REDU C E R Y-TYP E S T R A I N E R WEIR M M EXIST M A I N P R O C E S S L I N E MAIN P R O C E S S L I N E FUTUR E S E C O N D A R Y P R O C E S S L I N E NUM B E R I N D I C A T E S S H E E T O F PROC E S S O R C O N T R O L C O N T I N U A T I O N BUILD I N G HARDW I R E D S I G N A L CLOSE D GATE V A L V E PLUG V A L V E BALL V A L V E CHECK V A L V E FOUR W A Y V A L V E THREE W A Y V A L V E PRESS U R E SUSTA I N I N G V A L V E PRESS U R E A N D VACUU M R E L I E F V A L V E NEEDL E V A L V E HOSE B I B BLIN D F L A N G E CAP AIR RE L E A S E V A L V E DRAIN ULTRA S O N I C L E V E L I N D I C A T O R FLOA T S W I T C H CAM - L O C K F I T T I N G / QUICK C O N N E C T ANA L Y Z E R ABB R E V I A T I O N S AS A N T I S C A L A N T BW B A C K W A S H BWW B A C K W A S H W A S T E BWR B A C K W A S H R E C Y C L E BY B Y P A S S CA C I T R I C A C I D CAS C A U S T I C CH C H E M I C A L CL C H L O R I N E CIP C L E A N I N P L A C E D D R A I N DEC D E C A N T EFF E F F L U E N T FE F E R R I C C H L O R I D E FI F I L T E R I N F L U E N T FBW F I L T E R B A C K W A S H FW F I N I S H E D W A T E R FM F O R C E M A I N INF I N F L U E N T IRR I R R I G A T I O N KMN04 P O T A S S I U M P E R M A N G A N A T E MLSS M I X E D L I Q U O R NACL S O D I U M C H L O R I D E NAHS0 4 S O D I U M B I S U L F A T E NAL S O D I U M A L U M I N A T E NA S O D I U M C H L O R I D E NAOH S O D I U M H Y D R O X I D E NAC S O D I U M H Y P O C H L O R I T E NPW N O N P O T A B L E W A T E R OC O D O R C O N T R O L OF O V E R F L O W OX S O D I U M P E R M A N G A N A T E PE P O L Y E T H Y L E N E POLY P O L Y M E R PEQ P O S T E Q U A L I Z A T I O N PF P R E F I L T E R PS P R E S S A T E PW P O T A B L E W A T E R RAS R E T U R N A C T I V A T E D S L U D G E REC R E C Y C L E REJ R E J E C T RET R E T U R N RE R E U S E RW R A W W A T E R SS S A N I T A R Y S E W E R SCUM S C U M SLG S L U D G E SLDS S O L I D S SN S U P E R N A T A N T U U T I L I T I E S WAS W A S T E A C T I V A T E D S L U D G E WW W A S T E W A T E R W W A T E R 1 G 1 . 2 M MOTOR AER A T O R BASKE T S T R A I N E R EXPAN S I O N J O I N T STATI C M I X E R DIAPH R A G M S E A L MAGN E T I C F L O W M E T E R FLUMEPERIS T A L T I C P U M P DIAPH R A G M P U M P ORP S E N S O R PRESS U R E G A U G E CENTR I F U G A L P U M P SUBM E R S I B L E CENTR I F U G A L P U M P CENTR I F U G A L C O M P R E S S O R M M MULTI S T A G E SUBM E R S I B L E P U M P SKID P A C K A G E USER ' S C H O I C E GLAS S , V I E W I N G D E V I C E SENS O R ( P R I M A R Y USER ' S C H O I C E POIN T ( T E S T ) MULT I F U N C T I O N ORIF I C E , R E S T R I C T I O N INS T R U M E N T I D E N T I F I C A T I O N L E T T E R S (INS T R U M E N T S O C I E T Y O F A M E R I C A ) UNCL A S S I F I E D TORQ U E N VIBRA T I O N , M E C H A N I C A L POSIT I O N , D I M E N S I O N V ZYXWEVENT , S T A T E O R PRESE N C E UNCLA S S I F I E D WEIGH T , F O R C E ANALY S I S RSUTOPQRADIA T I O N FAILU R E TEMPE R A T U R E SPEED , F R E Q U E N C Y PRESS U R E , V A C U U M USER' S C H O I C E QUAN T I T Y Z AX I SX AXISY AXIS WELL INTE G R A T E , T O T A L I Z E SAFET Y RECO R D CONN E C T I O N BURN E R , C O M B U S T I O N TIME, T I M E S C H E D U L E CURR E N T ( E L E C T R I C A L ) LMKJIHUSER' S C H O I C E LEVELPOWE R HAND FGEBDCAFLOW R A T E USER' S C H O I C E VOLTA G E USER' S C H O I C E CONT R O L ANALY S I S MOMEN T A R Y TIME R A T E O F C H A N G E SCAN LIGH T INDIC A T E RATIO ( F R A C T I O N ) DIFFER E N T I A L ELEM E N T ) ALAR M FIRS T - L E T T E R USER' S C H O I C E USER ' S C H O I C E UNCL A S S I F I E D SWITC H TRAN S M I T MULT I F U N C T I O N UNCLA S S I F I E D MULTI F U N C T I O N OPEN CONT R O L S T A T I O N CONT R O L S W I T C H USER ' S C H O I C E INTE R M E D I A T E LOWMIDDL E , HIGHUSER' S C H O I C E CLOSE D SUC C E E D I N G - L E T T E R S OUTPU T F U N C T I O N M O D I F I E R COMM A N D RELA Y , C O M P U T E , CONV E R T DRIVE R , A C T U A T O R , UNCL A S S I F I E D F I N A L CONT R O L E L E M E N T MEA S U R E D O R I N I T I A T I N G VARIAB L E REA D O U T O R P A S S I V E FUNC T I O N VALVE , D A M P E R , LOUV E R P&ID I N S T R U M E N T S Y M B O L S MOTO R GENE R A L N O T E S : 1. T H I S I S A S T A N D A R D L E G E N D , T H E R E F O R E N O T ALL OF T H I S I N F O R M A T I O N M A Y B E U S E D O N THIS P R O J E C T . 2. P & I D I N S T R U M E N T A T I O N D E T A I L S D O N O T REPRE S E N T I N S T R U M E N T S A N D C O N T R O L S INTE G R A L T O V E N D O R S U P P L I E D C O N T R O L PAN E L S O R E Q U I P M E N T . S E E E Q U I P M E N T SPE C I F I C A T I O N S F O R T H I S I N F O R M A T I O N . 3. P & I D D O E S N O T R E P R E S E N T C O N T R O L STR A T E G I E S O R I N T E R A C T I O N S . R E F E R E N C E SEC T I O N 1 6 9 5 0 , C O N T R O L N A R R A T I V E S , F O R THIS I N F O R M A T I O N . 4. P & I D D O E S N O T R E P R E S E N T E Q U I P M E N T HARDW I R E D I N T E R L O C K A N D E N A B L E CIRCUI T R Y , R E F E R T O S E C T I O N 1 6 9 5 0 F O R COMPL E T E D E S C R I P T I O N . THROU G H INST R U M E N T S PLC SHAR E D DISPL A Y DISCRE T E AND C O N T R O L (DC S ) LOCA T I O N / A C C E S S I B I L I T Y TAG D E S I G N A T I O N CO M M O N I N S T R U M E N T D E S I G N A T I O N S YI E Q U I P M E N T R U N N I N G S T A T U S YS E Q U I P M E N T I N A U T O O R R E M O T E S T A T U S YY E Q U I P M E N T R U N C O M M A N D UA E Q U I P M E N T F A U L T S T A T U S HC H A N D C O N T R O L HS L O C A L H A N D S W I T C H ; A U T O S T A T U S SI S P E E D I N D I C A T I O N SC S P E E D C O M M A N D PSL P R E S S U R E S W I T C H L O W PSH P R E S S U R E S W I T C H H I G H FE F L O W E L E M E N T FIT F L O W I N D I C A T O R / T R A N S M I T T E R ZSO V A L V E P O S I T I O N F U L L O P E N ZSC V A L V E P O S I T I O N F U L L C L O S E ZSI V A L V E P O S I T I O N I N D I C A T O R SP S E T P O I N T PID P R O P O R T I O N A L - I N T E G R A L - D E R I V A T I V E HOA H A N D - O F F - A U T O OCA O P E N - C L O S E - A U T O LCP L O C A L C O N T R O L P A N E L TSH T E M P E R A T U R E S W I T C H H I G H YC E Q U I P M E N T R U N C O M M A N D YA E Q U I P M E N T A L A R M S T A T U S LIT L E V E L I N D I C A T O R / T R A N S M I T T E R AIT A N A L Y Z E R I N D I C A T O R / T R A N S M I T T E R AE A N A L Y Z E R E L E M E N T PRESS U R E E L E M E N T / TRANS M I T T E R N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\PID DWG\1128.4e - G1.1 - G1.2.dwg, 9/23/2025 - 5:23 PM, LLG PROCESS & INSTRUMENTATION LEGEND W-G 1 . 1 CDBLJFAMRREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r HILLS I D E W E L L (PRIM A R Y S O U R C E ) FUTU R E R A N C H HOU S E W E L L (SEC O N D A R Y S O U R C E ) BRIN E T A N K SOF T E N I N G VESS E L N O . 1 SOF T E N I N G VESS E L N O . 2 PRE - F I L T E R NO. 1 (5 MI C R O N ) PRE - F I L T E R NO. 2 (5 MI C R O N ) WATE R T R E A T M E N T F A C I L I T Y DRA I NDRAIN POTAB L E W A T E R M M PRE - F I L T E R S K I D WATE R S O F T E N E R S K I D CP CP CP TYP P- 2 0 1 CP CP CP BYPA S S N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\PID DWG\1128.4e - G1.1 - G1.2.dwg, 9/23/2025 - 5:24 PM, LLG PROCESS & INSTRUMENTATION DIAGRAM W-G 1 . 2 CDBLLGAMRREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r SOD I U M H Y P O C H L O R I T E FEE D M I X T A N K WATE R STO R A G E T A N K (280 , 0 0 0 G A L C A P A C I T Y ) COA R S E FILTE R NO. 1 WATE R T R E A T M E N T F A C I L I T Y COM P L I A N C E FILT E R NO. 1 COA R S E FILTE R NO. 2 COM P L I A N C E FILT E R NO. 2 SHEL F S P A R E M BOO S T E R PUM P N O . 1 M TO DIST R I B U T I O N BOO S T E R PUM P N O . 2 FILTE R S K I D DUP L E X P U M P S K I D TO Y A R D HYDR A N T TO YA R D HYDRA N T TYP P- 4 0 1 PROCESS & INSTRUMENTATION DIAGRAM W-G 1 . 3 CDBLLGAMRREVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 7110 7118 7119 7105 7110 7115 6" CHL O R I N A T E D W A T E R TO STO R A G E T A N K HILLS I D E WELL PRO T E C T E X I S T OVERH E A D E L E C T R I C EXIS T P O W E R P O L E (TYP ) 3" RA W W A T E R F R O M FUTU R E R A N C H H O U S E W E L L 3" RAW W A T E R F R O M HILLS I D E W E L L 20.00' 25.00' 3.0% 9.8% 3.8%2.0% 7.5% 7.5% 12.00' 1.6% 6:1 3:1 5:1 10:1 12.82 12.02 12.02 09.43 09.89 12.22 12.22 ROOF O V E R H A N G (TYP) 3:1 2:1 2:1 4' SAN M H RIM 7 1 0 9 . 5 2 INV IN ( N E ) 7 1 0 3 . 5 9 ( 4 " P V C ) INV O U T ( S ) 7 1 0 3 . 3 9 ( 8 " P V C ) SEE C I V I L P L A N S E T 2:1 2:1 1:1APPRO X L I M I T S O F W O R K FOR W T F S I T E 5.0% 2.0% N1541 2 0 4 . 4 7 E2594 3 4 6 . 6 8 N15411 6 2 . 6 3 E25943 5 0 . 1 9 7102 7103 7104 7105 7102 7103 7104 7106 7107 05 06 07 08 08 09 09 10 11 12 15 20 121314 16 17 18 19 11 12 10 0809 11 12 05 02 03 04 06 07 08 09 15 20 12 1314 16171819 212223 12.02 F L 11.70 F L 11.8 9 F L 10.24 F L 11.2 6 F L 5:1 11.08 F L 1.0% EXIST I N G T O R E M A I N I N S E R V I C E DURIN G C O N S T R U C T I O N O F N E W WTF A N D D I S T R I B U T I O N S Y S T E M ASPH A L T PAVI N G SEE PR O C E S S S H E E T S FOR C O N T I N U A T I O N INTO B U I L D I N G ( T Y P ) DRAIN A G E S W A L E ( T Y P ) 3/4" DO M E S T I C W A T E R T A P 3/4" TY P E K C O P P E R 56 LF 4 " P V C@ 6.37% 12.82 12.82 12.8 2 12.82 CO RIM 7 1 1 2 . 6 7 INV I N ( N E ) 7 1 0 7 . 1 7 ( 4 " P V C ) INV O U T ( S W ) 7 1 0 7 . 1 7 ( 4 " P V C ) 1CD1.0 2CD1. 0 N:\1128.4e\Drawings\1128.4e - C1.0.dwg, 9/23/2025 - 5:27 PM, SWW CIVIL SITE PLAN W-C 1 . 0 JLS/ K A T RMM / S W W RMM / S W W REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOC A T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. C O N T R A C T O R I S R E S P O N S I B L E F O R R E S T O R I N G A L L D I S T U R B E D A R E A S T O THE I R O R I G I N A L C O N D I T I O N S . 4. A L L S P O T E L E V A T I O N S A R E T O F I N I S H E D G R A D E O R F L O W L I N E U N L E S S OTHER W I S E S P E C I F I E D . 1. A L L D I M E N S I O N S A N D R A D I I A R E T O F A C E O F C U R B , F A C E O F B U I L D I N G A N D EDG E O F W A L K U N L E S S O T H E R W I S E N O T E D . 2. C O N T R A C T O R T O R E P A I R / R E P L A C E A L L D A M A G E T O E X I S T I N G F L A T W O R K OR SIT E F E A T U R E S N O T I N T E N D E D F O R D E M O L I T I O N . HOR I Z O N T A L C O N T R O L N O T E S : HOR I Z O N T A L C O N T R O L L E G E N D 1. C O N T R A C T O R I S R E S P O N S I B L E F O R I N S T A L L I N G A N D M A I N T A I N I N G A L L CONTR O L S D U R I N G I N I T I A L , I N T E R I M , A N D F I N A L C O N D I T I O N S . 2. A L L C O N T R O L S S H A L L B E I N S T A L L E D W I T H I N T H E P R O P E R T Y L I N E S U N L E S S OTHER W I S E S P E C I F I E D . W H E N C O N S T R U C T I O N A C T I V I T I E S D I S T U R B ADJAC E N T A N D / O R R I G H T - O F - W A Y P R O P E R T I E S , C O O R D I N A T I O N W I T H PRO P E R T Y O W N E R S I S R E Q U I R E D P R I O R T O C O N S T R U C T I O N . ERO S I O N A N D S E D I M E N T A T I O N N O T E S : ERO S I O N C O N T R O L L E G E N D GRA D I N G A N D D R A I N A G E N O T E S : 7190 7195 7200 7188 7189 7191 7192 7193 7194 7196 7197 7198 7199 7201 7202 7203 7204 7190 7195 7200 7205 7210 7215 7220 722 5 7230 7235 7240 7245 7250 7255 7210 7215 7220 7225 723 0 7235 72407245725072557260 7205 7210 7215 7220 7225 7230 723 5 7240 7245 7250 7255 7260 05 10 15 20 25 30 35 40 45 06 07 08 09 11 12 13 14 16 17 18 1921 22 23 24 26 27 28 29 31 32 33 34 363738 39 41 42 43 44 46 7" 1:1 1:1 1:1 1:1 1.9% 14.4% 14.1% 14.2% 14.4% 14.2 % 2.0% 25.00' 46 47 48 4546 R=10' R=10 ' 15.00' 10 15 20 07 08 09 11 12 13 14 16 17 18 19 21 22 23 DEB R I S F L O W C H A N N E L R=25 ' R=25' 10.00' 10.00' 10.00' GRA V E L W A T E R S T O R A G E T A N K ACC E S S R O A D EXIST I N G R O A D 16.21' 1:1 1:1 1:1 1:1 1.00'SHOULDER DRAIN A G E S W A L E ( T Y P ) INLE T P I P E SEE S H E E T W - P 2 . 0 F O R CONTI N U A T I O N OUTLE T P I P E SEE SH E E T W - P 2 . 0 F O R CONTI N U A T I O N SMAL L P I P E H E A D W A L L W/ FL A P C H E C K V A L V E SMALL P I P E H E A D W A L L W/ FLA P C H E C K V A L V E INV I N ( E ) 7 2 3 1 . 9 1 ( 4 " P V C ) PERIM E T E R D R A I N SEE S H E E T W - S 2 . 2 DRAIN A N D O V E R F L O W P I P E SEE S H E E T W - P 2 . 0 F O R CONTI N U A T I O N FROST P R O O F Y A R D HYDRA N T ( T Y P ) 3CD1. 0 GATE V A L V E (TYP ) 4CD1.0 TANK F O U N D A T I O N SEE S H E E T W - S 2 . 0 6CD1.0 39 LF 4 " P V C @ 2 4 . 0 8 % 6" D I P DROP C O RIM 72 4 5 . 7 9 10+0 0 11+00 SEE SH E E T W - C 1 . 2 F O R DRA I N P I P E P L A N & PROFI L E WYE W / C O RIM 72 4 5 . 7 7 N:\1128.4e\Drawings\1128.4e - C1.0.dwg, 9/23/2025 - 5:25 PM, SWW WATER STORAGE TANK SITE PLAN W-C 1 . 1 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r JLS/K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CRO S S I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. C O N T R A C T O R I S R E S P O N S I B L E F O R R E S T O R I N G A L L D I S T U R B E D A R E A S T O THEI R O R I G I N A L C O N D I T I O N S . 4. A L L S P O T E L E V A T I O N S A R E T O F I N I S H E D G R A D E O R F L O W L I N E U N L E S S OTHE R W I S E S P E C I F I E D . 1. A L L D I M E N S I O N S A N D R A D I I A R E T O F A C E O F C U R B , F A C E O F B U I L D I N G A N D EDGE O F W A L K U N L E S S O T H E R W I S E N O T E D . 2. C O N T R A C T O R T O R E P A I R / R E P L A C E A L L D A M A G E T O E X I S T I N G F L A T W O R K OR S I T E F E A T U R E S N O T I N T E N D E D F O R D E M O L I T I O N . HOR I Z O N T A L C O N T R O L N O T E S : HORI Z O N T A L C O N T R O L L E G E N D 1. C O N T R A C T O R I S R E S P O N S I B L E F O R I N S T A L L I N G A N D M A I N T A I N I N G A L L CON T R O L S D U R I N G I N I T I A L , I N T E R I M , A N D F I N A L C O N D I T I O N S . 2. A L L C O N T R O L S S H A L L B E I N S T A L L E D W I T H I N T H E P R O P E R T Y L I N E S U N L E S S OTHE R W I S E S P E C I F I E D . W H E N C O N S T R U C T I O N A C T I V I T I E S D I S T U R B ADJA C E N T A N D / O R R I G H T - O F - W A Y P R O P E R T I E S , C O O R D I N A T I O N W I T H PROP E R T Y O W N E R S I S R E Q U I R E D P R I O R T O C O N S T R U C T I O N . ERO S I O N A N D S E D I M E N T A T I O N N O T E S : ERO S I O N C O N T R O L L E G E N D GRA D I N G A N D D R A I N A G E N O T E S : 10+00 11+00 6" DIP 6" DIP 6" DIP 6" DIP STA 1 0 + 9 3 . 5 2 6" GA T E V A L V E N154 0 8 6 8 . 6 2 E259 5 0 1 1 . 2 4 STA 1 0 + 8 6 . 7 3 WYE W / C O N1540 8 7 0 . 3 1 E2595 0 0 4 . 6 6 STA 1 0 + 8 0 . 7 3 DROP C O N15408 7 1 . 8 1 E25949 9 8 . 8 5 STA 10 + 0 0 . 0 0 SMALL P I P E H E A D W A L L W/ FLA P C H E C K V A L V E N15409 3 6 . 7 2 E25949 5 0 . 8 5 7230 7235 7240 7245 7250 7255 722672277228722972317232723372347236723772387239 7241724272437244 7246724772487249 72517252 7253 7254 45 41 42 43 44 464646 47 48 20 25 30 19 212223242627 28 29 45 46 WAT E R S T O R A G E T A N K OVER F L O W P I P E C O N T I N U A T I O N SEE S H E E T P 2 . 0 DRAIN P I P E C O N T I N U A T I O N SEE S H E E T P 2 . 0 DRA I N P I P E P R O F I L E SCALE : 1 " = 1 0 ' H O R I Z 1" = 5 ' V E R T 9+70 9 + 8 0 1 0 + 0 0 1 0 + 2 0 1 0 + 4 0 1 0 + 6 0 1 0 + 8 0 1 1 + 0 0 1 1 + 2 0 1 1 + 3 0 STA 10+00.00 SMALL PIPE HEADWALL W/ FLAP CHECK VALVE INV IN(SE) 7225.09 (6" PVC) 81 LF 6 " D I P @ 9 . 5 7 % STA 10+80.73 DROP CO INV IN(E) 7238.42 (6" PVC)INV OUT(NW) 7232.82 (6" PVC) 6 LF 6 " D I P @ 2 . 0 0 % STA 10+86.73 WYE W/ CO INV IN(E) 7238.54 (6" PVC)INV IN(E) 7238.54 (6" PVC)INV OUT(W) 7238.54 (6" PVC) 8 LF 6 " D I P @ 2 . 0 0 % STA 11+01.39 DRAIN PIPE CONTINUATION SEE SHEET P2.0 INV OUT(W) 7238.83 (6" PVC) STA 10+93.52 6" GATE VALVE INV IN(E) 7238.67 (6" PVC)INV OUT(W) 7238.67 (6" PVC)7 LF 6 " D I P @ 2 . 0 0 % PROP O S E D G R A D E @ P I P E ℄ EXIST G R A D E @ P I P E ℄ N:\1128.4e\Drawings\1128.4e - C1.1.dwg, 9/23/2025 - 5:28 PM, SWW DRAIN PIPE PLAN & PROFILE W-C 1 . 2 DRAI N P I P E P L A N SCALE : 1 " = 1 0 ' REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r JLS / K A T RMM / S W W RMM / S W W 2C1.0 SA N I T A R Y S E W E R & W A T E R P I P E B E D D I N G D E T A I L NTS 5' MIN COVER LIMITS OF BEDDING 1'-0" SQUEE G E E B E D D I N G C O M P A C T T O 9 5 % STAN D A R D P R O C T O R D E N S I T Y WIDTH SEE T A B L E 6" FINA L G R A D E SEE N O T E 2 PRO C T O R D E N S I T Y BACK F I L L T O 9 5 % S T D 8"LIF T S M A X C O M P A C T E D SEE N O T E 1 NEW P A V E M E N T S U R F A C E WIDTHMAX.2'-8"2'-6"2'-4" 8"6" 1'-8"1'-6" DIA.UP TO 4 " PIPE WIDTH1'-4"MIN. 12" 2 ' - 0 " 3 ' - 0 " 3'-8" 2'-8" 20" UTILIT Y P I P E ( S E E P L A N F O R T Y P E ) NOT E S : 1. I F U N S T A B L E M A T E R I A L S A R E F O U N D I N TREN C H B O T T O M , O V E R E X C A V A T E 1 2 " B E L O W STD E M B E D M E N T A N D F I L L W I T H 3 / 4 " C R U S H E D ROCK , C O M P A C T E D T O 9 5 % 2. C O M P A C T E D B A C K F I L L T O 9 0 % S T D P R O C T O R DENS I T Y I N N O N - D R I V I N G S U R F A C E S A N D 9 5 % UNDE R P A V E M E N T 3. S H O U L D T H E T R E N C H B E E X C A V A T E D W I D E R THAN A L L O W E D A C O N C R E T E C R A D L E S H A L L BE PL A C E D W I T H 2 5 0 0 P S I C O N C R E T E F R O M TREN C H B O T T O M T O P I P E S P R I N G L I N E 4. T R E N C H T O B E B R A C E D O R S H E E T E D A S NECE S S A R Y F O R T H E S A F E T Y O F T H E WORK E R S A N D T H E P R O T E C T I O N O F O T H E R UTILIT I E S I N A C C O R D A N C E W I T H L O C A L S T A T E AND F E D E R A L S A F E T Y R E G U L A T I O N S 1C1.0 SAN I T A R Y & S T O R M C L E A N O U T D E T A I L NTSSERV I C E L I N E FLOW CONC R E T E C R A D L E T O SPRI N G L I N E FULL T R E N C H W I D T H 3"4" COMP A C T E D G R A N U L A R BEDD I N G 6" 6" CONC C O L L A R IN L A N D S C A P E AREAS O N L Y PLAN V I E W CIRCU L A R # 4 REBAR 6"CAST I R O N FRA M E A N D C O V E R CAST I R O N C O V E R I N P A V E M E N T AND LA N D S C A P E A R E A S BRASS C O V E R I N W A L K S AND PL A Z A S THR E A D E D A D A P T O R A N D C A P 4" BE L O W B O T T O M O F C O V E R SAME D I A M E T E R AS SER V I C E L I N E MIRRO R L I N E F O R DOUB L E C L E A N O U T PLUG I F T E R M I N U S CLEAN O U T 2" CL R 4'-6" MIN YARD H Y D R A N T W/ BAC K F L O W P R E V E N T O R INST A L L P E R M N F R DRAI N A G E G R A V E L (33"x 3 3 " x 3 3 " ) TYPE K C O P P E R L I N E (SEE P L A N S F O R S I Z E ) SCH 4 0 G A L V S T L PIPE A N D B R A S S F I T T I N G S WITH V A L V E A N D D R A I N P O R T 3' 0.67'2' 2'x2'x 4 " C O N C SPLA S H P A D 4" 18" 3C1.1 FR O S T P R O O F Y A R D H Y D R A N T D E T A I L NTS NOT E S : 1. A L L C O N C R E T E A N D B E D D I N G P E R S P E C I F I C A T I O N S 2. I N S T A L L R E M O V A B L E , G A L V A N I Z E D S T E E L , H I N G E D TRAS H R A C K W I T H 2 " M A X O P E N I N G S . 5" ADJA C E N TGRADE PIPE I N V E R T A N D SIZE P E R P L A N . REST R A I N P I P E WITH I N 1 0 0 - Y E A R FLOO D P L A I N . 2.0% 18" BUR I E D 2 " T O 4 " C O B B L E A N D TOPS O I L M I X ( 1 : 1 R A T I O ) FLUSH W / S U R R O U N D I N G G R A D E 18" PIPE I N V F L U S H WITH H E A D W A L L PAN S U R F A C E 5" PIPE D I A M E T E R PLUS 4 " 5" 4" 2" 2" 6"5"PIPE DIAMETERPLUS 4" COMP A C T E D 3 / 4 " T O 1 " CRUS H E D R O C K FRO N T E L E V A T I O N 6" 1/2" R A D I U S T O O L E D E D G E (TYP A L L E X P O S E D E D G E S ) HING E D T R A S H R A C K / "CRI T T E R " G U A R D , SEE N O T E 2 . 6" ADJAC E N T GRADE ISO M E T R I C VIEW #3 RE B A R 3" CLR COM P A C T E D 3 / 4 " TO 1 " C R U S H E D R O C K #3 RE B A R 5C1.1 STO R M S E W E R P I P E B E D D I N G D E T A I L NTS 12"REIN F O R C E D C O N C R E T E P I P E CMP / P V C / H D P E P I P E ( S E E P L A N S F O R M A T E R I A L ) 12"12" NOT E S : 1. I F U N S T A B L E M A T E R I A L S A R E F O U N D I N T R E N C H , O V E R E X C A V A T E D P E R S P E C I F I C A T I O N S O R A S R E Q U I R E D . 2. T R E N C H T O B E B R A C E D O R S H E E T E D A S N E C E S S A R Y F O R T H E S A F E T Y O F T H E W O R K E R S A N D T H E P R O T E C T I O N OF O T H E R U T I L I T I E S . 3. M I N I M U M C O V E R I S 5 ' B E L O W F I N I S H E D G R A D E . 6" MIN FIN I S H G R A D E BACK F I L L IN OP E N F I E L D PR I O R T O P A V I N G NEW B A S E C O U R S E ( I F R E Q U I R E D ) SPR I N G L I N E EXIS T I N G B A S E C O U R S E EXIS T I N G S T R E E T S U R F A C E UND I S T U R B E D S O I L IN STR E E T AS P H A L T / C O N C R E T E UN I F O R M S A W C U T L I N E 6" MIN NEW B A S E C O U R S E ( I F R E Q U I R E D ) COMPA C T E D B A C K F I L L BACK F I L L IN OP E N F I E L D PR I O R T O P A V I N G EXIS T I N G S T R E E T S U R F A C E UND I S T U R B E D S O I L EXIS T I N G B A S E C O U R S E UN I F O R M S A W C U T L I N E ASP H A L T / C O N C R E T E 8" LIF T S M A X COMP A C T E D B A C K F I L L AS SP E C I F I E D 8" LIF T S M A X AS SP E C I F I E D MATCH E X I S T ( M I N 6 " A S P H A L T NEW P A V E M E N T S U R F A C E AND 6 " C L A S S 6 R O A D B A S E ) IN S T R E E T MATCH E X I S T ( M I N 6 " A S P H A L T NEW P A V E M E N T S U R F A C E AND 6 " C L A S S 6 R O A D B A S E ) BEDD I N G M A T E R I A L PER S P E C I F I C A T I O N S BEDDIN G M A T E R I A L PER S P E C I F I C A T I O N S FINIS H GRAD E 6C1.1 SM A L L P I P E H E A D W A L L NTS 4 GAT E V A L V E D E T A I L NTS 18" S Q . x 6 " T H I C K C O N C . P A D T O B E 2"-3" A B O V E E X I S T I N G G R O U N D O U T - SIDE O F P A V E M E N T . E L E V A T I O N F O R TOP O F C O V E R , P L A C E D I N P A V E M E N T , SHAL L B E S E T I N A C C O R D A N C E W I T H PAVIN G R E Q U I R E M E N T S O F L O C A L VALV E B O X W I T H WIDE O V A L B A S E GATE V A L V E GRO U N D L I N E FINIS H E D WOR D " W A T E R " O N C O V E R JURIS D I C T I O N . IF GR E A T E R T H A N 5 ' - 0 " PRO V I D E O P E R A T I N G NUTEXTE N S I O N W I T H CENTE R I N G R I N G NOT E : 1. C A R E S H A L L B E T A K E N W H E N I N S T A L L I N G V A L V E S O N L I N E S T O A S S U R E PROP E R S U P P O R T O F T H E V A L V E S . 2. W O O D B L O C K S O R 3 / 4 " W A S H E D R O C K T O B E I N S T A L L E D U N D E R T H E V A L V E TO P R O V I D E P R O P E R S U P P O R T W H E R E R E Q U I R E D . 3. V A L V E S S H A L L N O T B E P L A C E D I N C O N C R E T E C R O S S P A N S . N:\1128.4e\Drawings\1128.4e - CD2.0.dwg, 9/23/2025 - 5:27 PM, LLG CIVIL SITE DETAILS W-C D 1 . 0 JLS/ K A T RMM / S W W RMM / S W W REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r STO R M W A T E R M A N A G E M E N T P L A N ( S W M P ) THIS S T O R M W A T E R M A N A G E M E N T P L A N I S T O B E R E T A I N E D A N D M A I N T A I N E D O N S I T E I N C L U D I N G F I N A L L A N D S C A P I N G P L A N S A N D A N Y O T H E R E R O S I O N CO N T R O L DOCU M E N T A T I O N . A S W M P A D M I N I S T R A T O R W I L L B E D E S I G N A T E D B Y T H E C O N T R A C T O R A N D I S R E S P O N S I B L E F O R D E V E L O P I N G , I M P L E M E N T I N G , M A I N TAININ G , A N D REVIS I N G T H I S S W M P . T H E S W M P A D M I N I S T R A T O R I S T H E C O N T A C T F O R A L L S W M P - R E L A T E D I S S U E S A N D I S R E S P O N S I B L E F O R I T S A C C U R A C Y , C O M PLETE N E S S , A N D IMPLE M E N T A T I O N . T H E F O L L O W I N G H A S B E E N D E S I G N A T E D A S T H E S W M P A D M I N I S T R A T O R F O R T H I S P R O J E C T : NAME : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONT A C T I N F O : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE S I T E I S L O C A T E D A T 3 3 0 0 - 3 4 0 0 L O W E R R I V E R R O A D , A N D A T A P P R O X I M A T E L Y 3 9 ° N 1 8 ' 3 5 " L A T I T U D E , 1 0 6 ° W 5 6 ' 0 1 " L O N G I T U D E . T H E P R OPOSE D P R O J E C T C O N S I S T S O F OVER L O T G R A D I N G , A S P H A L T A N D G R A V E L A C C E S S D R I V E S , U T I L I T Y I N F R A S T R U C T U R E , W A T E R T R E A T M E N T F A C I L I T Y A N D W A T E R S T O R A G E T A N K C O N S TRUC T I O N I N P I T K I N COUN T Y . T H E T O T A L S I T E A R E A I S A P P R O X I M A T E L Y 0 . 5 0 A C R E S W I T H A T T O T A L D I S T U R B A N C E O F 0 . 5 0 A C R E S . N O A R E A S G R E A T E R T H A N 4 0 A C R ES SH A L L B E D I S T U R B E D A T ANY G I V E N T I M E . N O C O N S T R U C T I O N A C T I V I T I E S S H A L L O C C U R O F F S I T E O R O U T S I D E O F T H E C O N S T R U C T I O N L I M I T S S H O W N O N T H E C O N S T R U C T I O N DOC U M E N T S . T H E SEQU E N C E O F C O N S T R U C T I O N S T A R T S I S A S F O L L O W S : PHAS E ESTIM A T E D ACTU A L CONST R U C T I O N S T A R T J U N E 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROAD A N D O V E R L O T G R A D I N G J U N E 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UTILI T Y C O N S T R U C T I O N J U N E 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUIL D I N G C O N S T R U C T I O N S E P T E M B E R 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PAVIN G J U L Y 2 0 2 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SITE R E S T O R A T I O N J U L Y 2 0 2 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE E X I S T I N G S I T E C O N S I S T S O F U N D E V E L O P E D L A N D A N D I S A P P R O X I M A T E L Y 1 0 0 % C O V E R E D W I T H V E G E T A T I V E G R O U N D C O V E R . OFFS I T E R U N O F F F L O W S O N T O T H E P R O P E R T Y F R O M T H E E A S T . O N S I T E F L O W S S H E E T F L O W T O T H E W E S T T O W A R D S E L I C E R I S E D I T C H A N D L O W E R R I VER R O A D . O N S I T E DETE N T I O N I S N O T P R O V I D E D O R R E Q U I R E D F O R T H I S S I T E . A D R A I N A G E R E P O R T F O R T H I S D E V E L O P M E N T H A S N O T B E E N C O M P L E T E D A T T H I S T I M E. OTHE R P O T E N T I A L P O L L U T I O N S O U R C E S D O N O T E X I S T A T T H I S S I T E . NON- S T O R M W A T E R C O M P O N E N T S O F T H E D I S C H A R G E D O N O T E X I S T A T T H I S S I T E . BEST M A N A G E M E N T P R A C T I C E S F O R S T O R M W A T E R M A N A G E M E N T NON S T R U C T U R A L B M P S W I L L B E I M P L E M E N T E D T O T H E M A X I M U M E X T E N T P O S S I B L E . T H E U T I L I Z A T I O N O F N O N S T R U C T U R A L B M P S W I L L B E A N O N G O ING P R O C E S S DIREC T E D A T P R E V E N T I N G E R O S I O N . T H E N O N S T R U C T U R A L B M P S W I L L R E C E I V E C O N T I N U O U S E M P H A S I S T H R O U G H O U T C O N S T R U C T I O N B E C A U S E T H E Y AVER T P R O B L E M S BEFO R E T H E Y O C C U R A N D R E D U C E T H E N E E D F O R S T R U C T U R A L B M P S . N O N S T R U C T U R A L B M P S W I L L C O N S I S T P R I M A R I L Y O F P R E S E R V A T I O N O F E X I S T I NG M A T U R E VEGE T A T I O N A N D T R E E S , P L A N N I N G A N D S C H E D U L I N G C O N S T R U C T I O N A C T I V I T I E S A I M E D A T A C H I E V I N G T H E G O A L O F M I N I M I Z I N G E R O S I O N . F U R T H E RMOR E , C O N S T R U C T I O N PERS O N N E L W I L L B E I N S T R U C T E D A N D S U P E R V I S E D I N C O N S T R U C T I O N M E T H O D S C O N S I S T E N T W I T H E R O S I O N P R E V E N T I O N P R A C T I C E S . PLAN N E D S T R U C T U R A L B M P S F O R E R O S I O N A N D S E D I M E N T C O N T R O L A R E S H O W N O N T H E E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L P L A N . I M P L E M E N T I N G THES E M E A S U R E S SHOU L D M I N I M I Z E N U I S A N C E S I L T A N D S E D I M E N T A T I O N E X I T I N G T H E S I T E A N D P R E V E N T C L O G G I N G E X I S T I N G S T O R M S E W E R S A N D S T R E E T G U T T E R S . APPL I C A T I O N O F T H E S E B M P S F O R S T O R M W A T E R M A N A G E M E N T A R E F O R C O N S T R U C T I O N P E R I O D S A N D A R E C O N S I D E R E D T E M P O R A R Y . P O S T - D E V E L O P M E N T STOR M W A T E R M A N A G E M E N T I S P R O V I D E D T H R O U G H V E G E T A T E D L A N D S C A P E D A R E A S , G R A S S E D S W A L E S , A N D R I P R A P P R O T E C T I O N . VEHIC L E T R A C K I N G C O N T R O L ( V T C ) : A STA B I L I Z E D C O N S T R U C T I O N E N T R A N C E W I L L B E P R O V I D E D A T T H E W A T E R T R E A T M E N T F A C I L I T Y E N T R A N C E . T H E C O N S T R U C T I O N A C C E S S A N D P A R K ING W I L L B E G R A D E D AND C O V E R E D W I T H A C R U S H E D S T O N E B A S E C O U R S E D U R I N G C O N S T R U C T I O N . T H E V E H I C L E T R A C K I N G C O N T R O L W I L L B E R E L O C A T E D W I T H T H E C O N S TRUCT I O N A C C E S S AS NE C E S S A R Y . SILT F E N C I N G ( S F ) A N D S E D I M E N T C O N T R O L L O G S ( S C L ) : SILT F E N C I N G A N D S E D I M E N T C O N T R O L L O G S S H A L L B E I N S T A L L E D W I T H R E S P E C T T O P R O P O S E D D R A I N A G E P A T T E R N S . S I L T F E N C E A N D S E D I M E N T C ONTR O L L O G S S H A L L BE CO N S T R U C T E D A L O N G T H E P O R T I O N S O F T H E W E S T S I D E O F T H E S I T E A N D A L O N G A N Y D R A I N A G E A R E A S S U B J E C T T O E R O S I O N . T H E S I L T F E N C I N G AND S E D I M E N T CONT R O L L O G S S H A L L B E I N S T A L L E D A T T H E D O W N H I L L S I D E O F T H E E X I S T I N G S L O P E S A C R O S S T H E S I T E A N D A T A L L P O I N T D I S C H A R G E A R E A S W H ETHE R S H O W N O R N O T , SILT F E N C E A N D S E D I M E N T C O N T R O L L O G S S H A L L B E M A I N T A I N E D A S N E E D E D T H R O U G H O U T T H E C O N S T R U C T I O N P R O C E S S . T H E T E M P O R A R Y S I L T F E N CE A N D S E D I M E N T CONT R O L L O G S W I L L R E M A I N U N T I L T H E S T O R M S E W E R S T R U C T U R E S A R E C O M P L E T E D A N D G R O U N D C O V E R I S E F F E C T I V E . INLET P R O T E C T I O N ( I P ) : THE I N L E T P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R S T R U C T U R E S A R E C O N S T R U C T E D . E A C H I N L E T O N T H E P R O P O S E D S T O R M S E W E R S YSTE M W I L L H A V E A TEMP O R A R Y I N L E T S E D I M E N T T R A P C O N S T R U C T E D A R O U N D I T . I N P A V E D A R E A S , T H I S T R A P C O N S I S T S O F W I R E M E S H S O C K S , C O N C R E T E B L O C K S , A ND/OR S C R E E N S T O FILTE R T H E S T O R M R U N O F F A N D A L L O W A N Y S I L T T O S E T T L E O U T . I N F I E L D S O R L A N D S C A P E D A R E A S T H I S T R A P C O N S I S T S O F W I R E M E S H S O C K S OR ST R A W B A L E BARR I E R S . STRA W B A L E D R O P S T R U C T U R E S D A M S ( S B ) : STRA W B A L E B A R R I E R S W I L L B E I N S T A L L E D T O P R O T E C T T H E P R O P O S E D S W A L E ( S ) P R I O R T O L A N D S C A P I N G T H E S I T E . T H E S E B A R R I E R S W I L L R E D U CE THE F L O W V E L O C I T Y IN TH E S W A L E ( S ) A N D A L L O W T H E D I S T U R B E D S O I L T O S E T T L E O U T . ROCK C H E C K D A M S ( R C D ) : ROCK C H E C K D A M S W I L L B E I N S T A L L E D A S S H O W N A N D M A I N T A I N E D A T L O C A T I O N S A R O U N D T H E S I T E W H E R E F U T U R E G R A S S L I N E S S W A L E S W I L L C A R RY TH E S T O R M RUNO F F . P R I O R T O L A N D S C A P I N G O F T H E S I T E , T H E S E B A R R I E R S W I L L R E D U C E T H E F L O W V E L O C I T I E S I N T H E S E S W A L E S A N D A L L O W T H E D I S T U R B ED S O I L T O S E T T L E O U T . THE R O C K C H E C K D A M S W I L L B E L E F T I N P L A C E A S P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N . OUTL E T P R O T E C T I O N ( O P ) : THE S T O R M S E W E R O U T L E T S W I L L B E P R O T E C T E D W I T H R I P R A P . P L A C I N G R I P R A P A T P I P E O U T F A L L S R E D U C E S E X I T V E L O C I T I E S A N D R E D U C E S S C O UR. T H I S R I P R A P W I L L BE LE F T I N P L A C E A S P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N . DIVER S I O N S D I K E S ( D D ) : SEVE R A L D I V E R S I O N D I K E S A R E T O B E I N S T A L L E D T O D I R E C T S T O R M W A T E R T O P R O P O S E D S W A L E S O R P R O P O S E D G U T T E R P L A N S . T H E S E T E M P O R A R Y DIVERS I O N S W I L L B E NECE S S A R Y U N T I L A L L I N L E T S B E C O M E F U N C T I O N A L , S U R R O U N D E D W I T H P A V E M E N T . OVER L O T G R A D I N G : ALL O P E N A R E A S W I L L B E T R E A T E D W I T H I N 1 4 D A Y S O F C O M P L E T I O N O F T H E O V E R L O T G R A D I N G . A L L O V E R L O T G R A D I N G I N T H E N O N - I R R I G A T E D AR E A S W I L L H A V E T H E SURF A C E R O U G H E N E D A N D W I L L B E P E R M A N E N T L Y L A N D S C A P E D O R T E M P O R A R I L Y S E E D E D U N T I L T H E P L A N N E D I N S T A L L A T I O N S A R E C O M P L E T E D . A T T HE COM P L E T I O N O F THE M A S S G R A D I N G , A L L E X P O S E D S O I L A R E A S W I L L H A V E T H E S U R F A C E R O U G H E N E D A N D P L A N T E D W I T H A R E V E G E T A T I O N S E E D M I X . V E G E T A T I O N IS TO B E M A I N T A I N E D THRO U G H O U T C O N S T R U C T I O N B Y T H E C O N T R A C T O R U N T I L A R E A S A R E P E R M A N E N T L Y L A N D S C A P E D . A L T E R N A T E L Y , R O U G H - C U T D R I V E W A Y S O R P R O P O S E D PAV E D A R E A S CAN B E C O V E R E D W I T H A L A Y E R O F A G G R E G A T E , R O A D B A S E O R A S P H A L T P A V I N G . DUST C O N T R O L M E A S U R E S : DISTU R B E D A R E A S N O T Y E T R E A D Y T O B E S E E D E D , L A N D S C A P E D , P A V E D , O R O T H E R W I S E S T A B I L I Z E D S H A L L B E W A T E R E D , O R R I P P E D A S N E C E S S A R Y TO P R E C L U D E V I S I B L E DUST E M I S S I O N S . ITEMS A R E S C H E D U L E D T O B E I M P L E M E N T E D A C C O R D I N G T O T H E C O N S T R U C T I O N S C H E D U L E . A S W O R K P R O C E E D S , I M P L E M E N T A T I O N O F I N D I V I D U A L B MPS I S T O C O I N C I D E WITH T H E C O N S T R U C T I O N T H E R E B Y M I N I M I Z I N G T H E E X P O S U R E O F U N P R O T E C T E D A R E A S . T H E S I L T F E N C E , I N L E T P R O T E C T I O N ( F O R E X I S T I N G I N L ETS), A N D G R A V E L I N G O F THE C O N S T R U C T I O N E N T R A N C E W I L L B E P E R F O R M E D W H E N T H E G R A D I N G B E G I N S . T H E I N L E T P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R STR U C T U R E S A R E CONS T R U C T E D . T H E R I P R A P P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R O U T F A L L S O R C U L V E R T S A R E C O N S T R U C T E D . T H E S T R U C T U R A L BMPS T H A T D O N O T BECO M E P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N A R E T O B E R E M O V E D , A S T H E P A V I N G , L A N D S C A P I N G , A N D O T H E R P E R M A N E N T G R O U NDCO V E R INSTA L L A T I O N S A R E C O M P L E T E D . F U G I T I V E D U S T E M I S S I O N S R E S U L T I N G F R O M G R A D I N G A C T I V I T I E S A N D / O R W I N D S H A L L B E C O N T R O L L E D U S I N G T HE B E S T A V A I L A B L E CONT R O L T E C H N O L O G Y A S D E F I N E D B Y T H E C O L O R A D O D E P A R T M E N T O F H E A L T H A T T H E T I M E O F G R A D I N G . T H E G R A V E L I N G I S T O B E M A I N T A I N E D A S EXT E N D E D CONS T R U C T I O N P R O G R E S S E S E S P E C I A L L Y A R O U N D T H E B U I L D I N G S I T E . T H E S T R U C T U R A L B M P S A R E T O B E R E M O V E D , A S T H E P E R M A N E N T L A N D S C A P I N G INST A L L A T I O N S ARE C O M P L E T E D . THE E R O S I O N A N D S E D I M E N T C O N T R O L P L A N M A Y B E M O D I F I E D B Y P I T K I N C O U N T Y O R I T S A U T H O R I Z E D R E P R E S E N T A T I V E A S F I E L D C O N D I T I O N S W A R RANT . STOR M W A T E R D E T E N T I O N A N D W A T E R Q U A L I T Y : STOR M W A T E R D E T E N T I O N A N D W A T E R Q U A L I T Y T R E A T M E N T A R E N O T P R O V I D E D O N S I T E . TEMP O R A R Y S E E D I N G A N D M U L C H I N G : ALL S E E D S F U R N I S H E D S H A L L B E F R E E F R O M N O X I O U S S E E D S ( S U C H A S R U S S I A N O R C A N A D I A N T H I S T L E , C O U R S E F E S C U E , E U R O P E A N B I N D W E E D , J O HNS O N G R A S S , KNAP W E E D , A N D L E A F Y S P U R G E . T H E F O R M U L A U S E D F O R D E T E R M I N I N G T H E Q U A L I T Y O F P U R E L I V E S E E D ( P L S ) S H A L L B E ( P O U N D S O F S E E D ) X ( PURITY ) X ( G E R M I N A T I O N ) = POU N D S O F P U R E L I V E S E E D ( P L S ) . S E E D I N G R E C O M M E N D A T I O N S A R E P R O V I D E D B E L O W , B U T M A Y B E M O D I F I E D W I T H T H E O W N E R ' S A P P R O V A L T O MAKE T H E B E S T U S E O F EXIST I N G C L E A R I N G S A N D G R U B B I N G S : SPECIE S COMM O N N A M E VARI E T Y LBS/AC R E AGR O P Y R O N S M I T H I W E S T E R N W H E A T G R A S S A R R I B A 8 . 0 ARR H E N A T H E R U M E L A T E S T A L L O A T G R A S S 3 . 0 LOL I U M P E R E N N E P E R E N N I A L R Y E G R A S S P E N N F I N E 2 . 0 ALL S E E D S S H A L L B E D R I L L E D N O T H Y D R O S E E D E D . A L L D I S T U R B E D A R E A S S H A L L B E S E E D E D A N D C R I M P M U L C H E D I F P E R M A N E N T V E G E T A T I O N I S N OT IM M E D I A T E L Y INSTA L L E D . A F T E R S E E D I N G H A S B E E N C O M P L E T E D , A R A T E O F 4 , 0 0 0 L B S . O F S T R A W P E R A C R E S H A L L B E A P P L I E D U N I F O R M L Y , C R I M P E D I N W I T H A CR I M P E R O R O T H E R APPR O V E D E Q U I P M E N T O R O T H E R W I S E A T T A C H E D . A T A C K I F I E R O R J U T E N E T T I N G T O A T T A C H M U L C H M A Y B E U S E D W I T H T H E O W N E R ' S A P P R O V A L . T HE S E E D E D A R E A SHAL L B E C R I M P E D M U L C H E D A N D T H E M U L C H A T T A C H E D W I T H I N T W E N T Y - F O U R ( 2 4 ) H O U R S A F T E R S E E D I N G . A R E A S N O T M U L C H E D A N D A T T A C H E D W I THIN T W E N T Y - F O U R (24) H O U R S A F T E R S E E D I N G M U S T B E R E S E E D E D W I T H T H E S P E C I F I E D M I X A T T H E C O N T R A C T O R ' S E X P E N S E , P R I O R T O M U L C H I N G A N D A T T A C H I N G . ON S T E E P S L O P E S O R OTHE R S P E C I F I E D A R E A S A S S H O W N O N T H E P L A N T I N G P L A N , W H I C H A R E D I F F I C U L T T O M U L C H A N D A T T A C H B Y C O N V E N T I O N A L M E T H O D , B U R L A P O R OTH E R B L A N K E T I N G MATE R I A L S P R O P E R L Y A N C H O R E D A N D S E C U R E D M A Y B E U S E D W H E N A P P R O V E D B Y T H E P I T K I N C O U N T Y E N G I N E E R . PERM A N E N T S T A B I L I Z A T I O N M E A S U R E S : RIPRA P F O R S T O R M D R A I N O U T F A L L S A N D R O C K C H E C K D A M S W I L L B E C O M E P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N A N D W I L L N O T B E RE M O V E D . PERM A N E N T L A N D S C A P I N G W I L L I N C L U D E S O D D I N G , S E E D I N G , T R E E S , S H R U B S , O R O T H E R V E G E T A T I V E C O V E R T O O P E N A R E A S . N A T I V E P E R E N N I A L SEEDI N G W I L L B E ESTA B L I S H E D I N N O N - I R R I G A T E D A R E A S A N D S O D O R O T H E R V E G E T A T I V E C O V E R W I L L B E E S T A B L I S H E D I N I R R I G A T E D O P E N A R E A S . A L L P E R M A N E N T STAB I L I Z A T I O N MEAS U R E S W I L L B E S P E C I F I E D B Y T H E L A N D S C A P E A R C H I T E C T O R O W N E R . MATE R I A L S A N D S P I L L P R E V E N T I O N : THE C O N T R A C T O R W I L L S T O R E C O N S T R U C T I O N M A T E R I A L S A N D E Q U I P M E N T I N C O N F I N E D A R E A S O N S I T E F R O M W H I C H R U N O F F W I L L B E C O N T A I N E D A N D FIL T E R E D . MATE R I A L S W I L L B E S T O R E D O F F T H E G R O U N D A N D P R O T E C T E D F R O M T H E W E A T H E R B Y A C O V E R O R S T O R E D I N A C O N T A I N E R S U C H A S A V A N O R T R A ILER. A N E A R T H E N DIKE W I L L B E C O N S T R U C T E D A R O U N D T H E P E R I M E T E R O F T H E F U E L S T O R A G E A R E A T O P R E V E N T M A T E R I A L S F R O M C O N T A C T W I T H S U R F A C E R U N O F F . EQUI P M E N T MAIN T E N A N C E W I L L B E P E R F O R M E D I N A D E S I G N A T E D A R E A A N D S T A N D A R D M A I N T E N A N C E P R O C E D U R E S , S U C H A S T H E U S E O F D R I P P A N S , W I L L B E U SED T O C O N T A I N PETR O L E U M P R O D U C T S . INSPE C T I O N A N D M A I N T E N A N C E : THE E R O S I O N C O N T R O L M E A S U R E S W I L L B E I N S P E C T E D D A I L Y D U R I N G C O N S T R U C T I O N B Y T H E C O N T R A C T O R A N D A F T E R E A C H R A I N E V E N T . A L L I N S P ECTI O N S S H A L L B E DOCU M E N T E D A N D S H A L L I N C L U D E T H E D A T E O F I N S P E C T I O N , A N Y I N C I D E N C E O F N O N - C O M P L I A N C E , S I G N E D C E R T I F I C A T I O N T H A T T H E S I T E I S I N COMPL I A N C E , A N D A N Y NOTE S , D R A W I N G S , M A P S , E T C . P E R T A I N I N G T O R E P A I R S . C O P I E S O F A L L D O C U M E N T A T I O N S H A L L B E D I S T R I B U T E D T O M U N I C I P A L I T I E S A N D O W N E R ON A R E G U L A R B A S I S A S SPEC I F I E D B Y O W N E R . S I L T F E N C E A N D S T R A W B A L E B A R R I E R S W I L L B E C H E C K E D F O R U N D E R M I N I N G A N D B Y P A S S A N D R E P A I R E D O R E X P A N D E D A S NEED E D . S E D I M E N T SHOU L D B E R E M O V E D F R O M I N L E T F I L T E R S A N D S I L T F E N C I N G B E F O R E O N E H A L F O F T H E D E S I G N D E P T H H A S B E E N F I L L E D . S E D I M E N T S D E P O S I T E D IN T H E P U B L I C RIGH T S - O F - W A Y W I L L B E R E M O V E D I M M E D I A T E L Y . T H E T E M P O R A R Y V E G E T A T I O N O F B A R E S O I L S W I L L B E C H E C K E D R E G U L A R L Y A N D A R E A S W H E R E I T IS L O S T O R D A M A G E D WILL B E R E S E E D E D . A T M I N I M U M T H E C O N T R A C T O R O R H I S A G E N T S H A L L I N S P E C T A L L B M P S E V E R Y 1 4 D A Y S A N D A F T E R S I G N I F I C A N T P R E C I P I T A T ION O R S N O W M E L T EVEN T S . I N S T A L L A T I O N S A N D M O D I F I C A T I O N S A S R E Q U I R E D B Y P I T K I N C O U N T Y W I L L B E I M P L E M E N T E D W I T H I N 4 8 H O U R S O F N O T I F I C A T I O N . C O N T RACTO R S H A L L R E M O V E TEMP O R A R Y E R O S I O N C O N T R O L M E A S U R E S A N D R E P A I R A R E A S A S R E Q U I R E D A F T E R V E G E T A T I O N I S E S T A B L I S H E D A N D A C C E P T E D B Y O W N E R A N D M U N I C IPALI T Y . FINAL S T A B I L I Z A T I O N A N D L O N G - T E R M S T O R M W A T E R Q U A L I T Y : FINAL S T A B I L I Z A T I O N I S R E A C H E D W H E N A L L S O I L D I S T U R B I N G A C T I V I T I E S A T T H E S I T E H A V E B E E N C O M P L E T E D , A N D U N I F O R M V E G E T A T I V E C O V E R HA S B E E N E S T A B L I S H E D WITH A D E N S I T Y O F A T L E A S T 7 0 % O R P R E - D I S T U R B A N C E L E V E L S O R E Q U I V A L E N T P E R M A N E N T , P H Y S I C A L E R O S I O N R E D U C T I O N M E T H O D S H A V E B E E N EMPLO Y E D . F I N A L STAB I L I Z A T I O N W I L L B E A C H I E V E D U S I N G S O D , N A T I V E S E E D I N G , P E R M A N E N T B M P ' S , A N D O T H E R M E T H O D S . C O N T R A C T O R S H A L L B E R E S P O N S I B L E FOR F I N A L S T A B I L I Z A T I O N REGA R D L E S S O F A C C E P T A N C E B Y O W N E R O F T H E C O N T R A C T O R I T E M . N:\1128.4e\Drawings\1128.4e - CE1.0.dwg, 9/23/2025 - 5:24 PM, LLG SWMP AND EROSION CONTROL DETAILS W-C E 1 . 0 --- RMM / S W W RMM / S W W REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r N:\1128.4e\Drawings\1128.4e - CE1.0.dwg, 9/23/2025 - 5:24 PM, LLG EROSION CONTROL DETAILS W-C E 1 . 1 --- RMM / S W W RMM / S W W REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r N:\1128.4e\Drawings\1128.4e - CE1.0.dwg, 9/23/2025 - 5:23 PM, LLG EROSION CONTROL DETAILS W-C E 1 . 2 --- RMM / S W W RMM / S W W REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 7" 8" RAW W A T E R F R O M F U T U R E RANCH H O U S E W E L L DEBR I S F L O W C H A N N E L WATER T A N K ACCES S ROAD WASTE W A T E R T R E A T M E N T FACIL I T Y B U I L D I N G WATER S T O R A G E T A N K WATE R M A I N F R O M T A N K FIRE H Y D R A N T , T Y P . WWTF A C C E S S R O A D & SAN I T A R Y S E W E R MAIN C R O S S I N G L A S T CHAN C E D I T C H WATE R W E L L P A D (RE P L A C E S R A N C H HOUS E W E L L ) WATE R W E L L P A D (REPL A C E S H I L L S I D E W E L L ) WATE R TREA T M E N T FACIL I T Y RFTA ROW RFTA ROW 100-YE A R F L O O D P L A I N CP-1 CP-2 CP-3 CAP RA N C H H O U S E W E L L SUPPL Y L I N E A T F A C I L I T Y ENTR A N C E RAW W A T E R F R O M HILLS I D E W E L L WATER S U P P L Y FRO M W T F N:\1128.4e\Drawings\1128.4e - C2.0.dwg, 9/23/2025 - 5:26 PM, SWW OVERALL UTILITY PLAN W-C 2 . 0 JLS/K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROS S I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COOR D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTIL I T Y N O T E S : REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\Orthos\DWGs\1128.4e - Process Sheets.dwg, 9/23/2025 - 5:28 PM, JCD WTF PLAN VIEW W-P 1 . 0 WAT E R T R E A T M E N T F A C I L I T Y P L A N V I E W 1/2" - 1 ' - 0 " 6" CHL O R I N A T E D W A T E R TO ST O R A G E T A N K (RE: C I V I L ) FILTE R E D W A T E R DUP L E X P U M P S K I D 5-MIC R O N PRE-F I L T E R S K I D 3" RA W W A T E R F R O M FUTUR E R A N C H H O U S E W E L L (RE: C I V I L ) 3" R A W W A T E R F R O M HILLSID E W E L L (RE: C I V I L ) PRES S U R E G A U G E (TYP 2 ) ARV (TYP 2 ) 8" MI N 4" M I N EQUIP M E N T P A D (TYP ) HOSE R A C K AND B I B WATE R S O F T E N E R S K I D SALT B A G STOR A G E P A L L E T ROLL U P GAR A G E D O O R ACCE S S D O O R BRINE T A N K FLOO R T R E N C H D R A I N 5'-6" MIN 3'-0" MIN 5'-6" ARV HARM S C O F I L T E R S K I D EQUI P M E N T P A D (TYP) TURB I D I M E T E R STATICMIXER PRES S U R E T R A N S M I T T E R PRESS U R E G A U G E SAMP L E T A P T O CHLOR I N E A N A L Y Z E R 3"x2" R E D U C E R 3" FL O W M E T E R 3" CH E C K V A L V E 3" BAL L VALV E 3'-0" MIN 1" POT A B L E W A T E R (RE: C I V I L ) CONT R O L P A N E L S (RE: E L E C ) 55 G A L S O D I U M H Y P O C H L O R I T E W/ SEC O N D A R Y C O N T A I N M E N T CBDLLGAR 2" FLO W M E T E R (TYP 2 ) CHLOR I N E A N A L Y Z E R SAM P L E T A P CONCR E T E E N C A S E M E N T (RE: S T R U C T ) HARM S C O F I L T E R S K I D DRAIN H E A D E R T O FLOOR T R E N C H D R A I N BUILD I N G F O O T E R (RE: S T R U C T ) DRAIN T O S A N I T A R Y SEWER M A N H O L E (RE: C I V I L ) PIPE F L E X I B I L I T Y (TYP) FLOOR TRE N C H D R A I N PIPE F L O O R S U P P O R T (TYP) PIPE F L O O R S U P P O R T (TYP ) CHLOR I N E A N A L Y Z E R DRAIN 1/4" T U B I N G 2" FIL T E R E D WATE R 1/4" T U B I N G F R O M PUMP T O S T A T I C M I X E R 1/4" T U B I N G F R O M TURBI D I M E T E R S A M P L E TAP T O T U R B I D I M E T E R 3" FL O O RDRAIN (RE : M E C H ) 3" WA T E R SOFT E N E R DRAIN(RE: M E C H ) 1" AR V D R A I N 2" SO F T E N E D WATER 2" PR E - F I L T E R E D WATE R 3" DRA I N V E N T (RE : M E C H ) REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\Orthos\DWGs\1128.4e - Process Sheets.dwg, 9/23/2025 - 5:25 PM, JCD WTF SECTIONS W-P 1 . 1 6" CHL O R I N A T E D W A T E R TO ST O R A G E T A N K (RE: C I V I L ) FILTE R E D W A T E R DUPL E X P U M P S K I D 55 GA L S O D I U M H Y P O C H L O R I T E W/ SE C O N D A R Y C O N T A I N M E N T ROLL U P GARA G E D O O R HARMS C O F I L T E R S K I D EQUI P M E N T P A D (TYP) STAT I C M I X E R PRES S U R E T R A N S M I T T E R PRESS U R E G A U G E SAMPL E T A P T O CHLOR I N E A N A L Y Z E R 3"x2" R E D U C E R 3" FL O W M E T E R 3" CHE C K V A L V E 3" BA L L V A L V E 6"x3" R E D U C E R SAMP L E T A P CON T R O L P A N E L S (RE: E L E C ) CBDLLGAR CHLO R I N E A N A L Y Z E R 5-MIC R O N PRE- F I L T E R S K I D 2" FLO W M E T E R (TYP 2 ) PRES S U R E G A U G E (TYP 2 ) ARV(TYP 2 ) EQUI P M E N T P A D (TYP) SALT B A G STOR A G E P A L L E T ROLL U P GARAG E D O O R BRIN E T A N K ARV (ROU T E T O W A R D S FLOO R D R A I N ) 3" RAW W A T E R F R O M FUTUR E R A N C H H O U S E W E L L (RE: C I V I L ) 3" RA W W A T E R F R O M HILLSI D E W E L L (RE: C I V I L ) 3"x2" R E D U C E R (TYP 2 )2" BAL L V A L V E (TYP 2 ) 2" CHE C K V A L V E (TYP 2 ) SAMP L E T A P (TYP 2 ) HOSE R A C K AND B I B BACKF L O W PREV E N T E R WATER S O F T E N E R S K I D 2" WA T E R S O F T E N E R DRAIN W / A I R G A P (ROU T E T O W A R D S FLOO R D R A I N ) CONCR E T E E N C A S E M E N T (RE: S T R U C T ) 3" DR A I N T O S A N I T A R Y SEW E R M A N H O L E (RE: C I V I L ) PIPE F L E X I B I L I T Y (TYP ) CONCR E T E E N C A S E M E N T (RE: S T R U C T ) PIPE F L O O R S U P P O R T (TYP) 2" CAP (TYP 2 ) 3" POT A B L E W A T E R (RE: C I V I L ) 3" DRA I N T O S A N I T A R Y SEWER M A N H O L E (RE: C I V I L ) PEMB P I P E HANGI N G S U P P O R T (TYP ) PIPE F L O O R S U P P O R T (TYP) 2" SO F T E N E D WATE R 2" PRE - F I L T E R E D WATE R 2" WAT E R SOFTE N E R D R A I N 2" SOF T E N E D WATE R 3" DRA I N V E N T (RE : M E C H ) 3" DRA I N V E N T (RE: M E C H ) 3" FL O O R D R A I N (RE: M E C H ) 1/4" TU B I N G F R O M PUM P T O S T A T I C M I X E R REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\Orthos\DWGs\1128.4e - Process Sheets.dwg, 9/23/2025 - 5:23 PM, JCD WTF SECTIONS W-P 1 . 2 HAR M S C O FILTE R S K I D BRIN E T A N K ACCES S D O O R 1" PO T A B L E W A T E R (RE: C I V I L ) ARV ROLL U P GARA G E D O O R FLOO R T R E N C H D R A I N EQUI P M E N T P A D (TYP) SALT B A G STOR A G E P A L L E T TURB I D I M E T E R CON T R O L P A N E L S (RE: E L E C ) 55 GA L S O D I U M H Y P O C H L O R I T E W/ SEC O N D A R Y C O N T A I N M E N T CBDLLGAR SAMPL E T A P TO TUR B I D I M E T E R SODIU M H Y P O C H L O R I T E INJE C T I O N P O I N T WATE R SOFT E N E R DRAIN T O S A N I T A R Y SEWE R M A N H O L E (RE : C I V I L ) PEMB P I P E HANG I N G S U P P O R T (TYP) 3" D R A I N V E N T (RE: M E C H ) 3" DR A I N V E N T (RE: M E C H ) 3" WA T E R SOFT E N E R DRAI N (RE: M E C H ) 3" FLO O R D R A I N (RE: M E C H ) 2" SO F T E N E D WATER 2" SO F T E N E D WATE R 1" AR V D R A I N 1" ARV D R A I N HARM S C O F I L T E R SKID D R A I N S T O FLOO R T R E N C H D R A I N REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\Orthos\DWGs\1128.4e - Water Tank.dwg, 9/23/2025 - 5:25 PM, LLG WATER TANK PLAN W-P 2 . 0 WAT E R S T O R A G E T A N K I N T E R I O R P L A N 1/4" - 1 ' - 0 " ℄ 6" OV E R F L O W P I P E N1540 8 6 9 . 4 1 E2595 0 2 1 . 2 2 ℄ 6" D R A I N P I P E N15408 6 5 . 9 9 E25950 2 1 . 4 1 ℄ 10" O U T L E T P I P E N1540 8 3 5 . 7 7 E2595 0 4 6 . 4 6 2' TAN K I N T E R I O R SUPP O R T C O L U M N TANK V E N T DOME S L E E V E (TYP 2 ) 48"x3 6 " ACCE S S H A T C H (RE : S T R U C T ) RAILIN G EXTER I O R ACCES S L A D D E R PIPE F L E X I B I L I T Y (TYP) ℄ 6" IN L E T P I P E N1540 8 8 1 . 0 7 E25950 3 8 . 4 7 MIXER (RE : E L E C T R I C A L ) CBDLLGAR WA T E R S T O R A G E T A N K R O O F P L A N 1/4" - 1 ' - 0 " 6" INL E T (RE: C I V I L ) 6" OVE R F L O W (RE: C I V I L ) 6" DRA I N (RE: C I V I L ) 10" O U T L E T (RE: C I V I L ) INTER I O R ACCE S S L A D D E R 6" INL E T (RE: C I V I L ) 6" O V E R F L O W (RE: C I V I L ) 6" DR A I N (RE: C I V I L ) 10" O U T L E T (RE: C I V I L ) EXTE R I O R ACCE S S L A D D E R MIXER T E T H E R (TYP 2 ) REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r ACCES S L A D D E R RAILI N G (RE: S T R U C T ) ACCE S S H A T C H (RE: S T R U C T ) 6" OVE R F L O W P I P E 6" DRA I N P I P E 10" O U T L E T P I P E W/ SILT S T O P 6" INL E T P I P E W/ SI L T S T O P TANK I N T E R I O R SUPP O R T C O L U M N DOME S L E E V E (TYP 2 ) TANK V E N T PIPE F L E X I B I L I T Y MIXER (RE: E L E C ) N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\Orthos\DWGs\1128.4e - Water Tank.dwg, 9/23/2025 - 5:27 PM, LLG WATER TANK SECTION W-P 2 . 1 3'-0" CON C R E T E E N C A S E M E N T (RE: S T R U C T ) CBDLLGAR CONC R E T E E N C A S E M E N T (RE: S T R U C T ) 2'-6" 2'-6" INTE G R A L L Y C A S T C O L L A R LOCA T E D A T C L O F F L O O R (TYP 4 ) 2'-6" MIN.(TYP) 4" PE R I M E T E R D R A I N FLAN G E D P I P E CONN E C T I O N 1'-0" 2'-6" MIN.(TYP) 4" PER I M E T E R D R A I N 6" INL E T (RE: C I V I L ) 10" OU T L E T (RE: C I V I L ) MIXE R T E T H E R (TYP 2 ) 6" 6" OV E R F L O W (RE: C I V I L ) REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r PIPE 2", 3"4"-12"14"-16"18"-24" CLAM P .375 " x 1 . 5 " .5"x2 " .625"x 3 " .75"x 4 " THREA D E D .75"1"1.5"2"STUD Ø SIZE S I Z E BASE 6"x6"8"x8"12"x12 " 12"x12 " PLATE BASE 2"2"3"4"PIPE TWO P I E C E , F U L L C I R C L E SADD L E C L A M P T O M A T C H PIPE D I A M E T E R BOLT B A S E P L A T E T O F L O O R W / 4-5/8"Ø E X P A N S I O N O R ADHE S I V E A N C H O R S , 5 " E M B E D (UNLE S S O T H E R W I S E N O T E D ) NUT W E L D E D TO BAS E P I P E THRE A D E D S T U D 1/2" N E O P R E N E G A S K E T GLUE D T O S A D D L E NON- S H R I N K G R O U T (1" M I N ) BASE P I P E W E L D E D TO BA S E P L A T E PAIN T T O M A T C H PIPIN G *USE M I N I M U M 3 " B A S E P I P E F O R P I P E S U P P O R T T A L L E R T H A N 3 6 " 1 PEM B P I P E H A N G E R D E T A I L NTS BLIND F L A N G E W / 1" TH R E A D E D T A P STAIN L E S S S T E E L C L A S S 1 5 0 F L G (OD T O A C C O M O D A T E B O L T S ) 3/8" x 2 " S T E E L A N C H O R R I N G 6"Ø x 2 ' - 0 " P I P E , F L - P E 1'-0" 2'-0" 5 DOM E S L E E V E D E T A I L NTS 4 TAN K V E N T D E T A I L NTS 10" 6 SILT S T O P D E T A I L NTS FABR I C A T E D ALUM I N U M 1/4" N E O P R E N E GASK E T MIN 3 / 8 " T H I C K N E S S (TYP) TANK R O O F 3'-0" MIN 316L S S S L I P - O N FLAN G E S W / 4 x 4 x 0 . 0 7 NO. 1 2 S S S C R E E N 316L S S S L I P - O N FLAN G E S(TYP) 316L S S S L E E V E A SEC T I O N NTS FABR I C A T E D ALUM I N U M PIPE(SEE P L A N F O R SIZE & M A T E R I A L ) 3/8"x2" S T E E L ANCHO R R I N G RE: S T R U C T U R A L INST A L L V E R T I C A L DRES S E R S T Y L E C O U P L I N G / SOLID S L E E V E (TYP 2 P E R P I P E ) CONC T A N K FOOTI N GCONC T A N K / BLDG W A L L 3 PIP E F L E X I B I L I T Y D E T A I L NTS COA T A L U M I N U M W / S Y S T E M 2 0 W H E R E IN CO N T A C T W I T H S S A N C H O R VEN T SUMP P I T 6" OV E R F L O W PIPE S U P P O R T (RE: S T R U C T U R A L ) TANK I N T E R I O R SUPPO R T C O L U M N STRU C T U R A L F I L L P E R GEO - T E C H N I C A L R E C O M M E N D A T I O N RE: S T R U C T U R A L 2'-6" MIN 12" ℄ PIPE T O EDGE O F W A L L 3'-0"7 OVE R F L O W P I P E D E T A I L NTS PEM B F R A M E , H D G UNIS T R U T B E A M C L A M P TO FL A N G E , H D G UNIST R U T R I G I D C O N N E C T I O N , S H I M O R HIDGE T O M A I N T A I N V E R T I C A L P O S T , H D G VERTI C A L U N I S T R U T P O S T , H D G PIPE C L A M P U N I S T R U T U B 1 / 2 P A T H R U UB6P A O R A C C E P T E D S U B S T I T U T I O N 2" AN D S M A L L E R P I P E (SEE P L A N S ) INTE R G R A L L Y C A S E C O L L A R LOC A T E D A T C L O F F L O O R (TYP 2 ) FLAN G E D P I P E CONN E C T I O N 12" 6" DR A I N 2 FLO O R P I P E S U P P O R T D E T A I L NTS 4" N:\1128.4e\Drawings\1128.4e - PD1.0.dwg, 9/23/2025 - 5:27 PM, LLG PROCESS DETAILS W-P D 1 . 0 CBDLLGARREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r A. SUBS T I T U T I O N S : S U B S T I T U T I O N O F S P E C I F I E D E Q U I P M E N T W I L L B E A L L O W E D THRO U G H A P R I O R A P P R O V A L P R O C E S S I N I T I A T E D B Y T H E C O N T R A C T O R . CON T R A C T O R S H A L L S U B M I T I N T E N D E D S U B S T I T U T I O N A T L E A S T F I V E D A Y S PRIO R T O B I D F O R A P P R O V A L F R O M E N G I N E E R . S U B M I T T A L S H A L L I N C L U D E CAPA C I T I E S , D I M E N S I O N S A N D O P E R A T I N G I N S T R U C T I O N S F O R E A C H P I E C E O F EQU I P M E N T . S U B S T I T U T I O N S H A L L O C C U R A T N O C O S T T O T H E O W N E R . CON T R A C T O R I S R E S P O N S I B L E F O R C O O R D I N A T I O N O F A P P R O V E D S U B S T I T U T I O N AND S H A L L I N C U R A L L C O S T S A S S O C I A T E D W I T H T H E S U B S T I T U T I O N I N C L U D I N G STRU C T U R A L M O D I F I C A T I O N S , S P A C E L A Y O U T A N D R E D E S I G N C O S T S . S E E A L S O DIVIS I O N I G E N E R A L R E Q U I R E M E N T S . EXAM I N A T I O N O F S I T E , D R A W I N G S , S P E C I F I C A T I O N S : A. E X A M I N E C A R E F U L L Y T H E S I T E A N D C O N D I T I O N S O F T H E S I T E . P R O V I D E A L L NECE S S A R Y E Q U I P M E N T A N D L A B O R T O I N S T A L L A C O M P L E T E W O R K I N G S Y S T E M WITHIN T H E S I T E C O N D I T I O N S . B. E X A M I N E T H E D R A W I N G S A N D S P E C I F I C A T I O N S A N D 5 D A Y S P R I O R T O BIDD I N G R E P O R T A N Y E R R O R S , O M I S S I O N S , I N C O N S I S T E N C I E S , A N D C O N F L I C T S TO T H E E N G I N E E R T O B E R E M E D I E D I N A N A D D E N D U M T O T H E P R O J E C T P R I O R T O BID T I M E . C. D R A W I N G S A R E D I A G R A M M A T I C A N D C A T A L O G N U M B E R S G I V E N A R E F O R REFE R E N C E O N L Y . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R V E R I F Y I N G THE C A P A C I T Y O F T H E E Q U I P M E N T M E E T S T H E D R A W I N G R E Q U I R E M E N T S A N D SHAL L N O T D I M E N S I O N F R O M T H E M E C H A N I C A L , P L U M B I N G , O R P I P I N G DRAW I N G S . D. T H E L A T E S T A D O P T E D V E R S I O N S O F T H E I N T E R N A T I O N A L B U I L D I N G C O D E S SHAL L B E U S E D A S R E Q U I R E D . T H I S W I L L A L S O I N C L U D E T H E L A T E S T A D O P T E D VERS I O N S O F T H E M E C H A N I C A L , P L U M B I N G , A N D E N E R G Y C O N S E R V A T I O N COD E S . A L L M E T H O D S A N D M A T E R I A L S R E Q U I R E D B Y T H E S E C O D E S S H A L L B E REQ U I R E D B Y T H E S E S P E C I F I C A T I O N S U N L E S S I N D I C A T E D O T H E R W I S E . O T H E R APPL I C A B L E L O C A L C O D E S A N D O R D I N A N C E S S H A L L B E A S R E Q U I R E D A N D I T SHAL L B E T H E C O N T R A C T O R ’ S R E S P O N S I B I L I T Y T O B E K N O W L E D G E A B L E O F THES E R E Q U I R E M E N T S . E. W H E R E I N S T A L L A T I O N P R O C E D U R E S O R A N Y P A R T T H E R E O F A R E R E Q U I R E D TO B E I N A C C O R D A N C E W I T H T H E R E C O M M E N D A T I O N S O F T H E M A N U F A C T U R E R OF T H E M A T E R I A L B E I N G I N S T A L L E D , P R I N T E D C O P I E S O F T H E S E RECO M M E N D A T I O N S S H A L L B E F U R N I S H E D T O T H E E N G I N E E R P R I O R T O INST A L L A T I O N . I N S T A L L A T I O N O F T H E I T E M W I L L N O T B E A L L O W E D T O P R O C E E D UNTI L T H E R E C O M M E N D A T I O N S A R E R E C E I V E D . F A I L U R E T O F U R N I S H T H E S E RECO M M E N D A T I O N S C A N B E C A U S E F O R R E J E C T I O N O F T H E M A T E R I A L . 44” M O U N T I N G H E I G H T A B O V E FINISH E D F L O O R T O C E N T E R O F D E V I C E AAMPS A.D. A C C E S S D O O R AAV A I R A D M I T T A N C E V A L V E ABV A B O V E AC A I R C O N D I T I O N I N G U N I T AC A B O V E C O U N T E R AD A R E A D R A I N ( S E E S Y M B O L S ) A.F.C. A B O V E F I N I S H E D C E I L I N G A.F.G. A B O V E F I N I S H E D G R A D E AIC A M P E R E I N T E R R U P T I N G CAPAC I T Y AFCI A R C F A U L T C I R C U I T INTE R R U P T E R S A.F.F. A B O V E F I N I S H E D F L O O R AHU A I R H A N D L I N G U N I T ALUM A L U M I N U M AP A C C E S S P A N E L O R D O O R ATS A U T O M A T I C T R A N S F E R S W I T C H AV A U D I O / V I D E O AVG A V E R A G E AWG A M E R I C A N W I R E G A G E BAS B U I L D I N G A U T O M A T I O N S Y S T E M BB B A S E B O A R D BD B A C K D R A F T D A M P E R BFP B A C K F L O W P R E V E N T O R BL B O I L E R BLDG B U I L D I N G BLW B E L O W BOB B O T T O M O F B E A M BOD B O T T O M O F D U C T BOP B O T T O M O F P I P E BSMT B A S E M E N T BTU B R I T I S H T H E R M A L U N I T C C H I L L E R CAFCI C O M B I N A T I O N A R C F A U L T CIRC U I T I N T E R R U P T E R S CAP C A P A C I T Y CB C I R C U I T B R E A K E R CBV C I R C U I T B A L A N C I N G V A L V E CCT C O R R E L A T E D C O L O R TEMP E R A T U R E CKT C I R C U I T CFH C U B I C F E E T P E R H O U R CFM C U B I C F E E T P E R M I N U T E CHWR C H I L L E D W A T E R R E T U R N CHWS C H I L L E D W A T E R S U P P L Y CI C A S T I R O N CL C E N T E R L I N E CLG C E I L I N G CMU C O N C R E T E M A S O N R Y U N I T CO C L E A N O U T COL C O L U M N COMP C O M P R E S S O R CONC C O N C R E T E COND C O N D E N S A T E CONN C O N N E C T I O N CONT C O N T I N U A T I O N CONTR C O N T R A C T O R CRI C O L O R R E N D E R I N G I N D E X CT C O O L I N G T O W E R CT C U R R E N T T R A N S F O R M E R CU C O N D E N S I N G U N I T CU C O P P E R CUH C A B I N E T U N I T H E A T E R CVB C O N S T A N T V O L U M E B O X CWR C O N D E N S E R W A T E R R E T U R N CWS C O N D E N S E R W A T E R S U P P L Y DB D R Y B U L B DEPT D E P A R T M E N T DF D R I N K I N G F O U N T A I N DIA D I A M E T E R DIAG D I A G R A M DIFF D I F F E R E N T I A L DISC H D I S C H A R G E DIV D I V I S I O N DN D O W N DS D U C T S I L E N C E R DWG D R A W I N G DX D I R E C T E X P A N S I O N (E) E X I S T I N G EA E X H A U S T A I R G R I L L E / R E G I S T E R EAT E N T E R I N G A I R T E M P E R A T U R E EC E L E C T R I C A L C O N T R A C T O R ECC E C C E N T R I C EF E X H A U S T F A N EFF E F F I C I E N C Y EL E L E V A T I O N ELEC E L E C T R I C ELEV E L E V A T O R EM E M E R G E N C Y F U N C T I O N ENT E N T E R I N G EMT E L E C T R I C M E T A L L I C T U B E EQ E Q U A L EQUI P E Q U I P M E N T EQUI V E Q U I V A L E N T ES E N D S W I T C H ESP E X T E R N A L S T A T I C P R E S S U R E ET E X P A N S I O N T A N K EWC E L E C T R I C W A T E R C O O L E R EWT E N T E R I N G W A T E R TEMP E R A T U R E EX E X H A U S T EXPA N E X P A N S I O N EXT E X T E R N A L F D E G R E E S F A H R E N H E I T FA F R E E A R E A FC F A N C O I L U N I T FC F O O T C A N D L E FCV F L O W C O N T R O L V A L V E FD F I R E D A M P E R FD F L O O R D R A I N FIN F I N I S H E D FLA F U L L L O A D A M P S FLEX F L E X I B L E FLR F L O O R FOB F L A T O N B O T T O M FOT F L A T O N T O P FP F I R E P R O T E C T I O N FP F I R E P U M P FPM F E E T P E R M I N U T E FPS F E E T P E R S E C O N D FS F L O W S W I T C H FSD F I R E / S M O K E D A M P E R FT F E E T FXC F L E X I B L E C O N N E C T I O N GND G R O U N D GA G A U G E GAL G A L L O N GALV G A L V A N I Z E D GEC G R O U N D E L E C T R O D E COND U C T O R GFCI / G F I G R O U N D F A U L T C I R C U I T INTER R U P T E R GC G E N E R A L C O N T R A C T O R GPH G A L L O N S P E R H O U R GPM G A L L O N S P E R M I N U T E GRS/ L B G R A I N S P E R P O U N D H 2O W A T E R HB H O S E B I B B HD H E A D ( S E E S C H E D U L E S ) HP H E A T P U M P HP H O R S E P O W E R HR H O U R HT H E I G H T HTR H E A T E R HWR H E A T I N G W A T E R R E T U R N HWS H E A T I N G W A T E R S U P P L Y HX H E A T E X C H A N G E R HZ H E R T Z ID I N S I D E D I A M E T E R IG I S O L A T E D G R O U N D IN I N C H E S INV I N V E R T JBOX J U N C T I O N B O X KKEL V I N KW K I L O W A T T KVA K I L O V O L T - A M P S L L E N G T H LAT L E A V I N G A I R T E M P E R A T U R E LV L A V A T O R Y LB P O U N D LD L I N E A R D I F F U S E R LF L I N E A R F E E T LIN L I N E A R LIQ L I Q U I D LM L U M E N LRA L O C K E D R O T O R A M P S LV L O U V E R LVG L E A V I N G LWT L E A V I N G W A T E R T E M P E R A T U R E MBH T H O U S A N D S O F B T U P E R H O U R MC M E C H A N I C A L C O N T R A C T O R MCA M I N I M U M C I R C U I T A M P A C I T Y MCB M A I N C I R C U I T B R E A K E R MD M O T O R I Z E D D A M P E R MDP M A I N D I S T R I B U T I O N P A N E L MED M E D I U M MFR M A N U F A C T U R E R MIN M I N I M U M MISC M I S C E L L A N E O U S MLO M A I N L U G O N L Y MOCP M A X I M U M O V E R C U R R E N T PROTE C T I O N MTD M O U N T E D MUA M A K E - U P A I R U N I T N N E U T R A L NC N O R M A L L Y C L O S E D NEG N E G A T I V E NIC N O T I N C O N T R A C T NL N I G H T / S E C U R I T Y L I G H T - D O NOT S W I T C H NO N O R M A L L Y O P E N NOM N O M I N A L NTS N O T T O S C A L E OA O U T S I D E A I R OBD O P P O S E D B L A D E D A M P E R OC O N C E N T E R OCC O C C U P I E D OCP O V E R C U R R E N T P R O T E C T I O N OD O U T S I D E D I A M E T E R OL O V E R L O A D ORD O V E R F L O W R O O F D R A I N OZ O U N C E PBD P A R A L L E L B L A D E D A M P E R PD P R E S S U R E D R O P PH P H A S E POS P O S I T I V E P R E S S U R E POS P O I N T O F S A L E S PRV P R E S S U R E R E D U C I N G V A L V E PS P R E S S U R E S W I T C H PSI P O U N D S P E R S Q U A R E I N C H PT P R E S S U R E T R A N S M I T T E R PTAC P A C K A G E D T E R M I N A L A I R CONDI T I O N E R PV P L U G V A L V E PVC P O L Y V I N Y L C H L O R I D E QTY Q U A N T I T Y RA R E T U R N A I R G R I L L E / R E G I S T E R RCP R E F L E C T E D C E I L I N G P L A N RD R O O F D R A I N REL R E L I E F REQD R E Q U I R E D RF R E T U R N F A N RH R E L A T I V E H U M I D I T Y RHC R E H E A T C O I L RLA R A T E D L O A D A M P S RM R O O M RPM R E V O L U T I O N S P E R M I N U T E SA S U P P L Y A I R G R I L L E / R E G I S T E R SC S H O R T C I R C U I T SCA S H O R T C I R C U I T A V A I L A B L E SCCR S H O R T C I R C U I T C U R R E N T RATINGSCH S C H E D U L E SD S M O K E D A M P E R SEF S M O K E E X H A U S T F A N SF S U P P L Y F A N SH S E N S I B L E H E A T SH S H O W E R SP S T A T I C P R E S S U R E SPD S U R G E P R O T E C T I O N D E V I C E SPEC S P E C I F I C A T I O N SQ S Q U A R E SS S T A I N L E S S S T E E L SS S A F E T Y S H O W E R STD S T A N D A R D STL S T E E L SYS S Y S T E M TEMP T E M P E R A T U R E TR T R A N S F E R G R I L L E / R E G I S T E R TR T A M P E R R E S I S T A N T TT T E M P E R A T U R E T R A N S M I T T E R TTB T E L E C O M M U N I C A T I O N S TERMIN A L B A C K B O A R D TYP T Y P I C A L TX T R A N S F O R M E R UC U N D E R C U T D O O R UH U N I T H E A T E R UNO U N L E S S N O T E D O T H E R W I S E UNOCC U N O C C U P I E D UR U R I N A L V V O L T S VA V O L T A M P E R E VA V A L V E VAV V A R I A B L E A I R V O L U M E U N I T VFD V A R I A B L E F R E Q U E N C Y D R I V E VRF V A R I A B L E R E F R I G E R A N T F L O W VOLT V O L T A G E VTR V E N T T H R O U G H R O O F W W I D T H W W A T T S W/ W I T H W/O W I T H O U T WB W E T B U L B WC W A T E R C O L U M N WC W A T E R C L O S E T WG W A T E R G A U G E WP W E A T H E R P R O O F WPIU W E A T H E R P R O O F I N - U S E WSR W I T H S T A N D R A T I N G XFMR T R A N S F O R M E R SUBS T I T U T I O N S : RESP O N S I B L E D I V I S I O N : UNLES S O T H E R W I S E I N D I C A T E D A L L H E A T I N G , V E N T I L A T I N G , A I R C O N D I T I O N I N G , P L U M B I N G , AND O T H E R M E C H A N I C A L E Q U I P M E N T , M O T O R S , A N D C O N T R O L S S H A L L B E F U R N I S H E D , S E T IN P L A C E A N D W I R E D A S F O L L O W S : ITEM F U R N I S H E D S E T P O W E R C O N T R O L WIRED W I R E D EQUIPM E N T 2 3 2 3 2 6 - - COMBI N A T I O N M A G N E T I C MOTOR S T A R T E R S , M A G N E T I C MOTOR S T A R T E R S , V F D ' S A N D CONTA C T O R S 2 3 ( 1 ) 2 6 2 6 ( 2 ) 2 3 FUSED A N D U N F U S E D DISCON N E C T S W I T C H E S , THERM A L O V E R L O A D S W I T C H E S AND HE A T E R S , M A N U A L M O T O R START E R S 2 6 2 6 2 6 - - MANUA L - O P E R A T I N G A N D MULTI- S P E E D S W I T C H E S 2 3 2 6 2 6 2 6 CONTR O L S , R E L A Y S , TRANS F O R M E R S 2 3 2 3 2 6 2 3 THERM O S T A T S ( L O W V O L T A G E ) AND TI M E S W I T C H E S 2 3 2 3 2 6 2 3 THERM O S T A T S ( L I N E V O L T A G E ) 2 3 2 3 2 6 2 6 TEMPE R A T U R E C O N T R O L P A N E L S 2 3 2 3 2 6 2 3 MOTOR A N D S O L E N O I D V A L V E S , DAMPE R M O T O R S , P E & E P SWITC H E S 2 3 2 3 ( 2 ) - - 2 3 ( 2 ) PUSH-B U T T O N S T A T I O N S AND PI L O T L I G H T S 2 3 2 3 ( 2 ) - - 2 3 ( 2 ) HEATIN G , C O O L I N G , VENTIL A T I O N A N D A I R CONDI T I O N I N G C O N T R O L S 2 3 2 3 2 6 2 3 EXHAU S T F A N S W I T C H E S 2 3 2 6 2 6 2 3 ( 2 ) SUBSC R I P T F O O T N O T E S : 1. M O T O R S T A R T E R T O I N C L U D E C O N T R O L T R A N S F O R M E R , H O A S W I T C H , ( 1 ) N O A N D ( 1 ) N C AUXI L I A R Y C O N T A C T , A N D “ O N ” A N D “ O F F ” P I L O T L I G H T S . 2. I F I T E M I S F O R L I N E V O L T A G E , S E T I N P L A C E A N D C O N N E C T U N D E R D I V I S I O N 2 6 . W H E R E FACT O R Y M O U N T E D O N E Q U I P M E N T O R A T T A C H E D T O P I P I N G O R D U C T S A N D U S I N G L I N E VOLT A G E F U R N I S H A N D S E T U N D E R D I V I S I O N 2 3 , C O N N E C T U N D E R D I V I S I O N 2 6 . ABBR E V I A T I O N S : SECTIO N T H R O U G H R E T U R N D U C T SECTIO N T H R O U G H S U P P L Y O R O U T S I D E A I R D U C T SUPPL Y O R O U T S I D E A I R D U C T ACCES S D O O R ( B O T T O M O R S I D E ) ACOUS T I C A L L Y L I N E D D U C T FIRE D A M P E R , S M O K E D A M P E R , F I R E / S M O K E D A M P E R MANUA L V O L U M E D A M P E R INCL I N E D D R O P I N D I R E C T I O N O F A R R O W INCL I N E D R I S E I N D I R E C T I O N O F A R R O W TRANS I T I O N , R E C T A N G U L A R T O R O U N D FLEXIB L E D U C T IN-L I N E F A N TRANS I T I O N , R E C T A N G U L A R SPIN-IN C O L L A R I N T O A D A P T E R O N T O P O F D U C T CEILIN G S U P P L Y A I R R E G I S T E R / G R I L L E SIDEW A L L S U P P L Y A I R R E G I S T E R ( S R ) ELBOW T U R N E D D O W N ELBOW T U R N E D U P ELBOW , R A D I U S T Y P E ELBOW , S Q U A R E O R R E C T A N G U L A R T Y P E WITH A I R F O I L T U R N I N G V A N E S CEILIN G R E T U R N A I R R E G I S T E R ( R R ) OPEN E N D D U C T FLEXIB L E C O N N E C T I O N SIDEW A L L R E T U R N A I R R E G I S T E R ( R R ) VD FXC R R D D PIPE D R O P P I N G D O W N PIPE R I S I N G U P DIREC T I O N O F F L O W RELIEF / S A F E T Y V A L V E FLOW M E T E R - V E N T U R I FLOW M E T E R - O R I F I C E AUT O M A T I C A I R V E N T ( E X T E N D AUTO M A T I C F I L L V A L V E DISCHA R G E T O D R A I N ) MANUA L A I R V E N T CONC E N T R I C R E D U C E R ECCE N T R I C R E D U C E R STEAM L E A K D E T E C T O R TPVSCBV R D STRAI N E R MV AV GAS CO C K AQU A S T A T VB VACU U M B R E A K E R EXPA N S I O N L O O P GAS P R E S S U R E STEA M T R A P ANC H O R EJ TTFS THPT/PSG PRES S U R E S W I T C H & SY P H O N ( S T E A M ) GAU G E C O C K TRAN S M I T T E R O R THER M O M E T E R EXPA N S I O N J O I N T TEMP E R A T U R E FLOW S W I T C H GUID E A DIREC T I O N O F P I T C H - R I S E O R DROP STR A I N E R W I T H B L O W OFF VA L V E UNION - S C R E W E D O R F L A N G E D FLOA T O P E R A T E D CO CD T CARB O N M O N O X I D E CARB O N D I O X I D E THER M O S T A T CON T R O L V A L V E REG U L A T O R TRAN S M I T T E R PRES S U R E GAU G E W I T H FSD FIRE S M O K E D A M P E R RELIE F V A L V E SOLE N O I D V A L V E TEMP E R A T U R E / P R E S S U R E DIAPH R A G M V A L V E BALAN C I N G V A L V E BALL V A L V E GLOB E V A L V E , A N G L E GATE V A L V E , A N G L E LIFT C H E C K V A L V E SWIN G C H E C K V A L V E GATE V A L V E BUTT E R F L Y V A L V E PLUG V A L V E GLOB E V A L V E CIRCU I T S E T T I N G BALAN C I N G V A L V E THRE E W A Y C O N T R O L V A L V E TWO W A Y C O N T R O L V A L V E PRES S U R E R E D U C I N G VALVE ( P R V ) EXIST I N G E Q U I P M E N T O R PIPE T O B E R E M O V E D . CS C O N D E N S E R W A T E R S U P P L Y CR C O N D E N S E R W A T E R R E T U R N R R E F R I G E R A N T L I Q U I D A N D V A P O R L I N E RS R E F R I G E R A N T S U C T I O N / V A P O R HWS H O T W A T E R S U P P L Y HWR H O T W A T E R R E T U R N HPS H E A T P U M P S U P P L Y HPR H E A T P U M P R E T U R N V V E N T P I P I N G D D R A I N G N A T U R A L G A S SMS S N O W M E L T S U P P L Y SMR S N O W M E L T R E T U R N CHWS C H I L L E D W A T E R S U P P L Y CHWR C H I L L E D W A T E R R E T U R N LINE D E S I G N A T I O N S Y M B O L S MEC H A N I C A L E L E M E N T S / V A L V I N G SMOKE D A M P E R FIRE / S M O K E D A M P E R FSDSD RH R E F R I G E R A N T H I G H P R E S S U R E V A P O R CA C O M P R E S S E D A I R FD - S D - FSD SECTIO N T H R O U G H E X H A U S T A I R D U C T HXS AIR V E N T HYDR A U L I C S E P A R A T O R AIR SE P A R A T O R HEAT E X C H A N G E R DIGIT A L S E N S O R OR PUM P HVAC & D U C T W O R K S Y M B O L S POINT O F C O N N E C T I O N O F N E W T O E X I S T I N G © Bould e r ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r W-M 0 . 1 MECHANICAL -COVER SHEET 8368+J4 PITKIN COUNTY, COGWMHGW EF1 LV1 EUH1 MO T O R I Z E D DAM P E R MOT O R I Z E D DAM P E R EXH A U S T GRI L L E T T S EUH1 ©Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r W-M 1 . 1 MECHANICAL -FLOOR PLAN 8368+J4 PITKIN COUNTY, CO MEC H A N I C A L - F L O O R P L A N SCA L E : NORTH SCA L E : 1/2" = 1 ' - 0 " GW MH MECHA N I C A L G E N E R A L N O T E S : 1. D R A W I N G I S D I A G R A M M A T I C I N N A T U R E . L O C A T I O N S A N D S I Z E S M A Y V A R Y D U R I N G F I E L D C O O R D I N A T I O N & INSTA L L A T I O N O F M E C H A N I C A L , P L U M B I N G , & E L E C T R I C A L . D R A W I N G S D O N O T N E C E S S A R I L Y I N D I C A T E EVERY R E Q U I R E D O F F S E T , F I T T I N G , E T C . D R A W I N G S A R E N O T T O B E S C A L E D F O R D I M E N S I O N S . T A K E A L L DIMEN S I O N S F R O M A R C H I T E C T U R A L D R A W I N G S , C E R T I F I E D E Q U I P M E N T D R A W I N G S A N D F R O M T H E STRUC T U R E I T S E L F B E F O R E F A B R I C A T I N G A N Y W O R K , V E R I F Y A L L S P A C E R E Q U I R E M E N T S C O O R D I N A T I N G WITH O T H E R T R A D E S , A N D I N S T A L L T H E S Y S T E M S I N T H E S P A C E P R O V I D E D W I T H O U T E X T R A C H A R G E S T O THE O W N E R . 2. D U C T D I M E N S I O N S D O N O T R E F L E C T A D D I T I O N A L D I M E N S I O N S F O R I N S U L A T I O N . A L L D U C T I N G S H A L L B E INSUL A T E D P E R 2 0 2 1 I E C C C O D E R E Q U I R E M E N T S . ( S U P P L Y A N D R E T U R N A I R D U C T S A N D P L E N U M S S H A L L BE IN S U L A T E D W I T H N O T L E S S T H A N R - 6 I N S U L A T I O N W H E R E L O C A T E D I N U N C O N D I T I O N E D S P A C E S A N D WHER E L O C A T E D O U T S I D E T H E B U I L D I N G W I T H N O T L E S S T H A N R - 8 I N S U L A T I O N I N C L I M A T E Z O N E S 0 THRO U G H 4 A N D N O T L E S S T H A N R - 1 2 I N S U L A T I O N I N C L I M A T E Z O N E S 5 T H R O U G H 8 . D U C T S L O C A T E D UNDE R G R O U N D B E N E A T H B U I L D I N G S S H A L L B E I N S U L A T E D A S R E Q U I R E D I N T H I S S E C T I O N O R H A V E A N EQUIV A L E N T T H E R M A L D I S T R I B U T I O N E F F I C I E N C Y . U N D E R G R O U N D D U C T S U T I L I Z I N G T H E T H E R M A L DISTR I B U T I O N E F F I C I E N C Y M E T H O D S H A L L B E L I S T E D A N D L A B E L E D T O I N D I C A T E T H E R - V A L U E EQUIV A L E N C Y . W H E R E L O C A T E D W I T H I N A B U I L D I N G E N V E L O P E A S S E M B L Y , T H E D U C T O R P L E N U M S H A L L BE SE P A R A T E D F R O M T H E B U I L D I N G E X T E R I O R O R U N C O N D I T I O N E D O R E X E M P T S P A C E S B Y N O T L E S S THAN R - 8 I N S U L A T I O N I N C L I M A T E Z O N E S 0 T H R O U G H 4 A N D N O T L E S S T H A N R - 1 2 I N S U L A T I O N I N C L I M A T E ZONE S 5 T H R O U G H 8 . P I T K I N C O U N T Y I S CLIM A T E Z O N E 7 B ) 3. C O O R D I N A T E F I N A L L O C A T I O N O F T H E R M O S T A T W I T H O W N E R P R I O R T O I N S T A L L A T I O N . I F T H E R M O S T A T I S LOCAT E D O N E X T E R I O R W A L L P R O V I D E T H E R M O S T A T W I T H I N S U L A T E D B A C K I N G . 4. A L L R E F R I G E R A N T L I N E S S H A L L B E I N S U L A T E D I N A W O R K M A N L I K E M A N N E R P E R M A N U F A C T U R E R ' S INSTR U C T I O N S . R E F R I G E R A N T L I N E S E T L O N G E S T L E N G T H S S H A L L B E 7 5 ' . 5. R O U T E C O N D E N S A T E F R O M C O N D E N S I N G M E C H A N I C A L E Q U I P M E N T T O C O N D E N S A T E N E U T R A L I Z A T I O N KITS. C O N D E N S A T E F R O M N E U T R A L I Z A T I O N K I T S S H A L L B E D I S C H A R G E D I N D I R E C T L Y T H R O U G H A I R G A P TO NE A R E S T F L O O R D R A I N . 6. A L L M O T O R I Z E D D A M P E R S O N O U T D O O R A I R I N T A K E S A N D E X H A U S T S H A L L B E P R O V I D E D W I T H C L A S S I A MOTO R I Z E D D A M P E R S W I T H A M A X I M U M L E A K A G E R A T E O F 4 C F M / F T ² A T 1 . 0 I N C H W A T E R G A U G E W H E N TESTE D I N A C C O R D A N C E W I T H A M C A 5 0 0 D . ( P E R 2 0 1 2 I E C C ) 7. M E C H A N I C A L E Q U I P M E N T M A N U F A C T U R E R S A S S C H E D U L E D O N M E C H A N I C A L D R A W I N G S A R E S U G G E S T E D MANU F A C T U R E R ' S . U N L E S S N O T E D O T H E R W I S E D U E T O O W N E R / C L I E N T R E Q U I R E M E N T S A N D PREFE R E N C E S . M E C H A N I C A L C O N T R A C T O R C A N S U B M I T E Q U I V A L E N T E Q U I P M E N T F R O M M A N U F A C T U R E R S THAT D I F F E R F R O M S C H E D U L E D M E C H A N I C A L E Q U I P M E N T . A L T E R N A T E M A N U F A C T U R E R S O F M E C H A N I C A L EQUIP M E N T W I L L B E R E V I E W E D F O R E Q U I V A L E N C E O F P E R F O R M A N C E A N D F U N C T I O N A L I T Y B Y E N G I N E E R . 8. S I N G L E P H A S E V R F H E A T P U M P C O N D E N S E R M O D U L E S S H A L L B E P R O V I D E D W I T H L O C A L P O W E R S O U R C E PROTE C T I O N . P O W E R S O U R C E P R O T E C T I O N D E V I C E S H A L L B E B E T W E E N M A I N P O W E R S U P P L I E D T O T H E UNIT A N D I N T E R N A L C O M P O N E N T S . P O W E R P R O T E C T I O N D E V I C E S H A L L P R O V I D E P R O T E C T I O N F R O M VOLTA G E S A G A N D S P O R A D I C F R E Q U E N C Y . P O W E R P R O T E C T I O N D E V I C E S H A L L A U T O M A T I C A L L Y S H U T OFF C O N D E N S E R M O D U L E U P O N D E T E C T I O N O F P O W E R E V E N T . P H A S E P R O T E C T I O N D E V I C E S H A L L AUTO M A T I C A L L Y E N E R G I Z E A N D S T A R T U P C O N D E N S E R M O D U L E U P O N P O W E R E V E N T E N D I N G . P O W E R MONIT O R P R O T E C T I O N D E V I C E S H A L L B E S I M I L A R / E Q U I V A L E N T T O I C M # 4 9 3 W I T H 2 - P O L E CONF I G U R A T I O N S . GW © Bould e r ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r CEN T R I F U G A L W A L L E X H A U S T D E T A I L NOT E : INST A L L A T I O N P R O C E D U R E S WITH M A N U F A C T U R E R S WALL I N A C C O R D A N C E MOUN T A N D S E C U R E T O EXH A U S T D U C T WAL L E X H A U S T E R CEN T R I F U G A L CAUL K / S E A L W E A T H E R T I G H T EXTER I O R W A L L EF1 DAM P E R BACK D R A F T NOT T O S C A L E EXP O S E D L I N K A G E CAUL K & S E A L ALL AR O U N D FIXE D B L A D E I N T A K E / E X H A U S T LOU V E R BIRD S C R E E N FIXE D B L A D E L O U V E R & M O T O R I Z E D D A M P E R D E T A I L MOT O R I Z E D A C T U A T O R EXTER I O R W A L L AMC A 5 0 0 D L O W L E A K A G E MOTO R I Z E D D A M P E R ELE C T R I C U N I T H E A T E R M O U N T I N G D E T A I L POW E R S U P P L Y JUNC T I O N B O X WALL SWIT C H DISC O N N E C T NON - F U S E D MINI M U M13" MINIMUM 6'-0" A.F.F. ELEC T R I C U N I T H E A T E R BRA C K E T CEILIN G S U P P O R T PEM P C E I L I N G / R O O F SUPP L Y A I R J NOT T O S C A L E NOT T O S C A L E REFE R T O A R C H I T E C T U R A L P L A N S FOR W A L L C O N S T R U C T I O N A N D COOR D I N A T E W I T H W A L L S L E E V E . MECH A N I C A L P R O V I S I O N S : 1. SCO P E O F W O R K A. T H E C O N T R A C T O R I S R E S P O N S I B L E F O R A L L W O R K , M A T E R I A L S , A N D L A B O R T O SATISF Y A C O M P L E T E W O R K I N G S Y S T E M W H E T H E R S P E C I F I E D O R I M P L I E D . B. A L L W O R K I S T O B E P E R F O R M E D I N S T R I C T C O M P L I A N C E W I T H A L L L O C A L C O D E S AND AL L O T H E R R E G U L A T I O N G O V E R N I N G W O R K O F T H I S N A T U R E . C. T H E C O N T R A C T O R S H A L L , B E F O R E S U B M I T T I N G A N Y P R O P O S A L , E X A M I N E T H E PRO P O S E D S I T E A N D S H A L L D E T E R M I N E F O R H I M S E L F T H E C O N D I T I O N S T H A T M A Y EFFE C T T H E W O R K . N O A L L O W A N C E S H A L L B E M A D E I F T H E C O N T R A C T O R F A I L S T O MAKE S U C H E X A M I N A T I O N S . D. A L L E Q U I P M E N T A N D M A T E R I A L S S H A L L B E A S S P E C I F I E D O R " A P P R O V E D E Q U A L " BY T H E E N G I N E E R O R A R C H I T E C T . 2. PER M I T S A. T H E C O N T R A C T O R S H A L L S E C U R E A L L P E R M I T S O R A P P L I C A T I O N S A N D P A Y A N Y AND AL L F E E S . 3. SHO P D R A W I N G S A. S U B M I T M A T E R I A L L I S T A N D S H O P D R A W I N G S F O R M A J O R E Q U I P M E N T T O T H E ARCHIT E C T / E N G I N E E R F O R A P P R O V A L . T H E C O N T R A C T O R S H A L L S U B M I T F I V E S E T S OF SHO P D R A W I N G S A N D T H E Y S H A L L B E C L E A R L Y L A B E L E D . 4. FLE X I B L E D U C T W O R K A. F L E X I B L E T Y P E D U C T S H A L L B E O F T W O E L E M E N T S P I R A L C O N S T R U C T I O N COMPO S E D O F A C O R R O S I O N R E S I S T A N T M E T A L S U P P O R T I N G S P I R A L A N D C O A T E D FABR I C W I T H A M I N E R A L B A S E . F L E X I B L E D U C T C O N N E C T O R S S H A L L B E L I S T E D B Y U.L., CL A S S 1 D U C T S , A N D S H A L L H A V E A F L A M E S P R E A D R A T I N G N O T E X C E E D I N G 25 A N D A S M O K E D E V E L O P E D R A T I N G N O T E X C E E D I N G 5 0 . B. U S E O F F L E X I B L E D U C T W O R K S H A L L B E L I M I T E D T O N O M O R E T H A N 6 L I N E A R F E E T PER R U N . C. C O N T R A C T O R S H A L L B E C A R E F U L S O A S N O T T O K I N K O R C O L L A P S E F L E X I B L E DUCT. 5. REF R I G E R A N T A. P I P I N G C O N T R A C T O R S H A L L P R O V I D E A N D I N S T A L L R E F R I G E R A N T P I P I N G I N ACCOR D A N C E W I T H T H E M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S A N D I N S U C H A WAY AS T O B E I N C O N S P I C U O U S A N D F R E E F R O M A N Y P O S S I B L E C O N D E N S A T I O N . B. I N S U L A T E R E F R I G E R A N T L I N E S W I T H A R M O U R - F L E X T Y P E I N S U L A T I O N , S H A L L B E TYP E " K " C O P P E R T U B I N G , W I T H W R O U G H T C O P P E R S O L D E R T Y P E F I T T I N G S SUITAB L E F O R C O N N E C T I O N W I T H S I L V E R S O L D E R . 6. DUC T W O R K A. T H E D U C T W O R K S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E " S M A C N A " APPLIC A B L E M A N U A L S . B. A L L D U C T W O R K S H A L L B E T H E L O W V E L O C I T Y T Y P E , U N L E S S S P E C I F I E D OTHER W I S E . C. C O N T R A C T O R S H A L L P R O V I D E A N D I N S T A L L A P P R O V E D F I R E D A M P E R S A N D ACCES S P A N E L S I N A N Y A N D A L L D U C T W O R K W H I C H P E N E T R A T E S A H O R I Z O N T A L OR VER T I C A L F I R E P A R T I T I O N , O R A S O T H E R W I S E S H O W N O N D R A W I N G S . D. A L L B R A N C H D U C T S T O H A V E V O L U M E D A M P E R S , S M O O T H T U R N R A D I U S DUCTW O R K O R T U R N I N G V A N E S S H A L L B E U S E D T H R O U G H O U T W H E R E F L O W EXC E E D S 1 5 0 C F M . E. A L L D U C T J O I N T S T O B E S E A L E D I N A C C O R D A N C E W I T H " S M A C N A " S T A N D A R D S A N D ACCEP T E D G O O D P R A C T I C E . F. A L L D U C T D I M E N S I O N S S H O W N A R E N E T I N S I D E V A L U E S . D I M E N S I O N S M A Y B E CHANG E D S O L O N G A S T H E N E T F R E E F A C E A R E A I S M A I N T A I N E D . G. A L L C O N C E A L E D D U C T W O R K S H A L L B E I N S U L A T E D W I T H 1 - 1 / 2 " F I B E R G L A S S INSU L A T I N G B L A N K E T W I T H A L U M I N U M F O I L F A C I N G . H. A L L S U P P L Y A N D R E T U R N D U C T W O R K 1 5 F E E T D O W N S T R E A M O F T H E H V A C U N I T SHALL B E I N T E R N A L L Y L I N E D W I T H A 1 / 2 " A C O U S T I C A L D U C T L I N E R U N L E S S OTHER W I S E N O T E D O N T H E D R A W I N G S . 7. DRA I N A G E P I P I N G A. ( C O N D E N S A T E ) S H A L L B E S C H E D U L E 4 0 P V C P I P E W I T H S O L V E N T J O I N T S . P I T C H HORIZO N T A L L I N E S 1 " I N 1 0 ' - 0 " . C O N D E N S A T E D R A I N S S H A L L B E R O U T E D T O F L O O R DRAIN, R O O F D R A I N O R I N D I R E C T W A S T E D R A I N . 8. HVA C C O N T R O L S A. C O N T R A C T O R T O S U P P L Y A N D I N S T A L L A L L C O N T R O L W I R I N G A N D T H E R M O S T A T S AS REQ U I R E D . 9. ELE C T R I C A L A. C O N T R A C T O R T O C O O R D I N A T E W I T H E L E C T R I C A L C O N T R A C T O R F O R L O C A T I O N O F WIRING F O R E A C H H V A C U N I T . 10. PIP E S U P P O R T S A. A L L P I P E S H A L L B E S U P P O R T E D F R O M T H E B U I L D I N G S T R U C T U R E I N A N E A T A N D WORKM A N L I K E M A N N E R . T H E U S E O F W I R E O R M E T A L S T R A P T O S U P P O R T P I P E S WILL N O T B E P E R M I T T E D . S P A C I N G O F P I P E S U P P O R T S S H A L L N O T E X C E E D 8 F E E T FOR A L L P I P I N G . P L A S T I C P I P I N G T O B E S U P P O R T E D E V E R Y 4 F E E T . 11. GA S P I P I N G A. P I P I N G S H A L L B E S C H E D U L E 4 0 B L A C K S T E E L P I P E W I T H M A L L E A B L E I R O N F I T T I N G S . WHERE G A S P I P E C O N N E C T S T O E Q U I P M E N T , I T S H A L L B E P R O V I D E D W I T H A D R I P LEG T H E F U L L S I Z E O F T H E R U N O U T , A 1 0 0 % S H U T - O F F V A L V E A N D A U N I O N . G A S PIPIN G C O N T A I N I N G P R E S S U R E G R E A T E R T H A N 9 " W . G . S H A L L B E S C H E D U L E 4 0 BLAC K S T E E L P I P E W I T H W E L D E D J O I N T S . 12. MIS C E L L A N E O U S A. A L L E X T E R I O R O P E N I N G S T O B E P R O P E R L Y C A U L K E D A N D S E A L E D W I T H A S E A L A N T OF HIG H Q U A L I T Y A N D L O N G L I F E , T O P R E V E N T I N F I L T R A T I O N O F O U T S I D E A I R I N T O CONDIT I O N E D S P A C E . C O O R D I N A T E I N S T A L L A T I O N O F A L L R O O F F L A S H I N G A T R O O F PEN E T R A T I O N . B. D O N O T S C A L E T H I S D R A W I N G F O R E X A C T D I M E N S I O N S . C. V E R I F Y A L L F I G U R E S , C O N D I T I O N S , A N D D I M E N S I O N S A T T H E J O B S I T E . D. T H E M E C H A N I C A L P L A N S A R E I N T E N D E D T O B E D I A G R A M M A T I C A N D A R E B A S E D O N ONE M A N U F A C T U R E ' S E Q U I P M E N T . T H E Y A R E N O T I N T E N D E D T O S H O W E V E R Y I T E M IN IT S E X A C T L O C A T I O N , T H E E X A C T D I M E N S I O N S , O R A L L T H E D E T A I L S O F T H E EQU I P M E N T . E. T H E C O N T R A C T O R S H A L L V E R I F Y T H E A C T U A L D I M E N S I O N S O F T H E E Q U I P M E N T PRO P O S E D T O E N S U R E T H A T T H E E Q U I P M E N T W I L L F I T I N T H E A V A I L A B L E S P A C E . F. P E X T U B I N G , I F P E X T U B I N G I S U S E D A S A N A P P R O V E D A L T E R N A T E F O R APPLIC A T I O N S W H E R E M E T A L L I C P I P I N G I S T H E B A S I S O F D E S I G N . T H E P E X MANUF A C T U R E R S H A L L S U B M I T S H O P D R A W I N G S C L E A R L Y I N D I C A T I N G T H A T T H E DESIGN H A S B E E N A N A L Y Z E D A N D M O D I F I E D , A S R E Q U I R E D T O M A I N T A I N SCHED U L E D H Y D R O N I C S Y S T E M P A R A M E T E R S . A N Y D E S I G N R E S U L T I N G I N INCR E A S E D S Y S T E M P R E S S U R E D R O P A S A R E S U L T O F I M P R O P E R P E X S I Z I N G O R DESIGN S H A L L N O T B E P E R M I T T E D . 13. TE S T I N G A N D B A L A N C I N G A. T H E H V A C S Y S T E M S H A L L B E T E S T E D A N D A N D B A L A N C E D B Y A N I N D E P E N D E N T AGENC Y , U N D E R T H E S U P E R V I S I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R . A SEALED T Y P E W R I T T E N R E P O R T S H A L L B E S U B M I T T E D T O T H E ARCHIT E C T / E N G I N E E R F O R R E V I E W A N D A P P R O V A L . 14. GU A R A N T E E A. M A T E R I A L S , E Q U I P M E N T A N D I N S T A L L A T I O N S H A L L B E G U A R A N T E E D F O R A P E R I O D OF ONE ( 1 ) Y E A R F R O M D A T E O F A C C E P T A N C E . D E F E C T S W H I C H A P P E A R D U R I N G THA T P E R I O D S H A L L B E C O R R E C T E D A T T H I S C O N T R A C T O R ' S E X P E N S E . B. F O R T H E S A M E P E R I O D , T H E M E C H A N I C A L C O N T R A C T O R S H A L L B E R E S P O N S I B L E FOR A N Y D A M A G E T O P R E M I S E S C A U S E D B Y D E F E C T S I N W O R K M A N S H I P O R I N T H E WORK O R E Q U I P M E N T F U R N I S H E D A N D / O R I N S T A L L E D B Y H I M . ELE C T R I C U N I T H E A T E R S C H E D U L E EQU I P M E N T NO. SER V I C E C F M B T U / H R K W AIR T E M P . RISE ( F ) FULL L O A D AMPS ( F L A ) V/PH / H Z WEIGH T ( L B S ) MANU F A C T U R E R & MODE L OPTI O N S / A C C E SSORIE S EUH- 1 SPA C E H E A T 840 25,59 0 7.50 27 33.6 240/ 1 / 6 0 135 BER K O - R U X 7 5 0 4 1 2 NOTE - 1 NOTE S : 1. UN I T T O H A V E P R E - W I R E D S E L F - C O N T A I N E D C O N T R O L C E N T E R , A U T O M A I C R E S E T H I G H L I M I T C U T O U T S W I T C H A N D F A C T O R Y B U I L I T - I N T H E R M O S T AT. EXH A U S T F A N S C H E D U L E EQUIP M E N T N O . SERV I C E L O C A T I O N C F M EXTE R N A L S T A T I C P R E S S ( I N . W.G. ) MOTO R MAN U F A C T U R E R & M O D E L O P T I O N S / A C C E S S O R I E S WAT T S H P R P M V O L T / P H / H Z EF-1 S P A C E V E N T I L A T I O N S I D E W A L L 750 0 . 2 5 - 1 / 1 0 166 2 120 / 1 / 6 0 G R E E N H E C K C U E - 0 9 0 - V G N O T E - 1 NOT E S : 1. PR O V I D E W I T H V A R I - G R E E N E C M O T O R , D I A L C O N T R O L F O R B A L A N C I N G , S I D E W A L L M O U N T I N G W A L L B R A C K E T , N E M A - 1 T O G G L E S W I T C H , W A L L G R I LLE, M O T O R I Z E D B A C K D R A F T D A M P E R ( G R E E N H E C K WD-3 3 0 - P B D A M P E R W I T H M P - 3 1 0 A C T U A T O R , 1 2 0 V ) . LOU V E R S C H E D U L E EQUIP M E N T N O . SER V I C E WIDTH ( I N ) H E I G H T ( I N ) T H I C K N E S S O F W A L L ( I N ) MATER I A L I N S E C T / B I R D S C R E E N M A N U F A C T U R E R & M O D E L O P T I O N S / A C C E S S O R I E S LV-1 S P A C E V E N T I L A T I O N 2 4 " 16" REF A R C H I T E C T U R A L P L A N S ALUM I N U M BIRD G R E E N H E C K E S D - 6 3 5 N O T E - 1 NOT E S : 1. P R O V I D E W I T H M O T O R I Z E D L O W L E A K D A M P E R ( G R E E N H E C K V C D - 4 0 W I T H 1 2 0 V A C T U A T O R ) , W A L L S L E E V E , A N D B I R D S C R E E N . C O O R D A I N T E F INIS H W I T H A R C H I T E C T / O W N E R . W-M 1 . 2 MECHANICAL -DETAILS 8368+J4 PITKIN COUNTY, COGWMHGW TD- 1 COTGCOTG SEE C I V I L F O R CON T I N U A T I O N . 4"Ø 4"Ø 4"Ø TD-2 2' M I N . 4"V E N T THR O U G H WAL L © Bould e r ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r W-M 1 . 3 PLUMBING - FLOOR PLAN 8368+J4 PITKIN COUNTY, CO PLU M B I N G F L O O R P L A N SCAL E : NOR T H SCAL E : 1/2" = 1 ' - 0 " GW MHGW FLOOR TRAP A R M WASTE INDIR E C T D R A I N P I P I N G - CLU S T E R C L O S E L Y TOGE T H E R AIR GA P P E R N S P C SECTIO N 9 . 3 . 1 NOT T O S C A L E IND I R E C T W A S T E D R A I N D E T A I L PLUM B I N G G E N E R A L N O T E S : 1. D R A W I N G I S D I A G R A M M A T I C I N N A T U R E . L O C A T I O N S A N D S I Z E S M A Y V A R Y D U R I N G F I E L D COORD I N A T I O N & I N S T A L L A T I O N O F M E C H A N I C A L , P L U M B I N G , & E L E C T R I C A L . D R A W I N G S D O N O T NECES S A R I L Y I N D I C A T E E V E R Y R E Q U I R E D O F F S E T , F I T T I N G , E T C . D R A W I N G S A R E N O T T O B E SCALE D F O R D I M E N S I O N S . T A K E A L L D I M E N S I O N S F R O M A R C H I T E C T U R A L D R A W I N G S , C E R T I F I E D EQUIPM E N T D R A W I N G S A N D F R O M T H E S T R U C T U R E I T S E L F B E F O R E F A B R I C A T I N G A N Y W O R K , VERIFY A L L S P A C E R E Q U I R E M E N T S C O O R D I N A T I N G W I T H O T H E R T R A D E S , A N D I N S T A L L T H E SYSTE M S I N T H E S P A C E P R O V I D E D W I T H O U T E X T R A C H A R G E S T O T H E O W N E R . 2. R O U T E C O N D E N S A T E F R O M C O N D E N S I N G M E C H A N I C A L E Q U I P M E N T T O C O N D E N S A T E NEUTR A L I Z A T I O N K I T S . C O N D E N S A T E F R O M N E U T R A L I Z A T I O N K I T S S H A L L B E D I S C H A R G E D INDI R E C T L Y T H R O U G H A I R G A P T O N E A R E S T F L O O R D R A I N . 3. A L L P L U M B I N G F I X T U R E S W I T H Q U I C K C L O S I N G V A L V E S O N D O M E S T I C C O L D / H O T W A T E R S H A L L BE PRO V I D E D W I T H W A T E R H A M M E R A R R E S T O R . 4. A L L P L U M B I N G F I X T U R E S S H A L L B E V E N T E D B Y P L U M B I N G C O N T R A C T O R P E R I P C REQUI R E M E N T S . 5. P L U M B I N G F I X T U R E M A N U F A C T U R E R S A S S C H E D U L E D O N P L U M B I N G D R A W I N G S A R E SUGGE S T E D M A N U F A C T U R E R ' S A N D M O D E L S . U N L E S S N O T E D O T H E R W I S E D U E T O OWNE R / C L I E N T R E Q U I R E M E N T S A N D P R E F E R E N C E S . P L U M B I N G C O N T R A C T O R C A N S U B M I T EQUIVA L E N T F I X T U R E S F R O M M A N U F A C T U R E R S T H A T D I F F E R F R O M S C H E D U L E D P L U M B I N G FIXTUR E S . A L T E R N A T E M A N U F A C T U R E R S O F P L U M B I N G F I X T U R E S W I L L B E R E V I E W E D F O R EQUIVA L E N C E O F P E R F O R M A N C E A N D F U N C T I O N A L I T Y B Y E N G I N E E R . 6. P R I O R T O B I D D I N G O R B E G I N N I N G A N Y C O N S T R U C T I O N , C O N T R A C T O R S H A L L O B S E R V E E X I S T I N G CONDI T I O N S I N F I E L D . C O N T R A C T O R S H A L L O B S E R V E A N D C O N F I R M F I E L D L O C A T I O N S O F EXISTI N G D O M E S T I C W A T E R A N D S A N I T A R Y S E W E R F O R S E R V I C E C O N N E C T I O N S . C O N T R A C T O R SHALL V E R I F Y E X I S T I N G S A N I T A R Y W A S T E S E W E R I N V E R T A T A N T I C I P A T E D T I E I N L O C A T I O N . CONFI R M N O O B S T A C L E S A R E I N P A T H O F A N T I C I P A T E D G R A V I T Y S A N I T A R Y S E W E R T I E I N LOCAT I O N A N D I N V E R T I S A D E Q U A T E . VENT U P T O SIDEW A L L INDIR E C T W A S T E TREN C H D R A I N FIXT U R E S P E C S : TD-1: S W I F T D R A I N 2 0 0 O R E Q U I V A L E N T . 8 " W I D E , 1 2 0 " L E N G T H . D R A I N T O B E F I B E R R E I N F O R C E D CONCR E T E W I T H S T A I N L E S S S T E E L G R A T E . P R O V I D E W I T H P - T R A P . R I G H T S I D E D I S C H A R G E . TD-2:SW I F T D R A I N 2 0 0 O R E Q U I V A L E N T . 8 " W I D E , 6 6 " L E N G T H . D R A I N T O B E F I B E R R E I N F O R C E D CONCR E T E W I T H S T A I N L E S S S T E E L G R A T E . P R O V I D E W I T H P - T R A P . L E F T S I D E D I S C H A R G E . VENT P I P E IN WA L L DOWN W A R D TUR N ( E L B O W ) SCRE E N E D VENT WALL EXTE R I O R WALL NOT T O S C A L E VEN T T E R M I N A T I O N T H R O U G H W A L L 3/4" C R U S H E D 1/8 S C H . 4 0 P V C B E N D SCH . 4 0 P V C W A S T E L I N E . LENG T H T O S U I T . CLEA N O U T O C C U R S AT E N D O F L I N E . WAST E L I N E 1/8 B E N D I F STON E B E D D I N G NOT T O S C A L E CLE A N O U T T O G R A D E FINIS H E D G R A D E MANH O L E F R A M E & C O V E R (GE N E R A L F O U N D R I E S # 1 1 1 8 1 OR E Q U A L ) BRAS S CLEA N O U T PLU G DIRECT C U R R E N T DAMPE R M O T O R , D E M A N D M E T E R DOUBL E P O L E D O U B L E T H R O W DOUBL E P O L E S I N G L E T H R O W DIFFER E N T I A L P R E S S U R E S W I T C H DISCON N E C T S W I T C H ELEC T R I C O P E R A T O R F O R C O N T R O L D A M P E R O R V A L V E ELEC T R I C A L M A N H O L E ELAP S E D T I M E M E T E R EXIS T I N G FOR W A R D FLOW S W I T C H GREEN , G R O U N D GROUN D F A U L T I N T E R R U P T E R GEARE D L I M I T S W I T C H GROUN D W I R E , # 8 - A W G HIGH, H U M I D I S T A T HANDH O L E HIGH M O T O R T E M P E R A T U R E HAND-O F F - A U T O HAND-O F F - R E M O T E HORSE P O W E R HIGH W A T E R C U T O F F HERTZ ( C Y C L E ) ABB R E V I A T I O N S VV SCH E M A T I C S Y M B O L S GRO U N D C O N D U C T O R . UNDE R G R O U N D C O N C R E T E E N C A S E D E L E C T R I C A L B A N K ROUT E D B E N E A T H S L A B - O N - G R A D E . UNDE R G R O U N D C O N D U I T . LIGH T I N G F I X T U R E P O W E R E D F R O M L I G H T I N G P A N E L L P A , CIRC U I T 4 LIGH T I N G F I X T U R E P O W E R E D F R O M L I G H T I N G P A N E L L P 2 , CIRC U I T 2 ( N O N - S W I T C H E D . ) REC E P T A C L E P O W E R E D F R O M L I G H T I N G P A N E L L P 1 , C I R C U I T 3 . FLUO R E S C E N T F I X T U R E . R E F E R T O N U M B E R O R L E T T E R I N FIXT U R E S C H E D U L E . LIGH T I N G F I X T U R E . R E F E R T O N U M B E R O R L E T T E R I N F I X T U R E SCH E D U L E . TYP. F O R H O M E R U N T O B E R O U T E D T O L I G H T I N G P A N E L L 2 A N D C O N N E C T E D T O CIRCU I T # 5 ( M I N I M U M N O . 1 2 A W G C O N D U C T O R S & 3 / 4 " C O N D U I T . ) COND U I T P L U G G E D F L U S H , C O N D U I T C A P P E D . COND U I T T U R N I N G U P , C O N D U I T T U R N I N G D O W N . COND U I T C O N C E A L E D . COND U I T E X P O S E D . CON D U I T & W I R I N G I N S T A L L A T I O N L E G E N D CURR E N T T R A N S F O R M E R . POTE N T I A L T R A N S F O R M E R . SIZE 2 C O M B I N A T I O N M A G N E T I C M O T O R S T A R T E R , REVE R S I N G O R 2 S P E E D . 1111 AMBER , A M P E R E , A L A R M ALTER N A T I N G C U R R E N T ADJUS T A B L E F R E Q U E N C Y D R I V E ABOVE F I N I S H E D F L O O R AMMET E R AUTOM A T I C T H R O W O V E R AMERI C A N W I R E G A U G E CLOSE , C O U N T E R , C O N T A C T O R CAPAC I T O R CIRCU I T B R E A K E R CONTR O L D A M P E R CIRCU I T CHLOR I N E CONTR O L P A N E L CONTR O L P O W E R T R A N S F O R M E R CONTR O L S T A T I O N CYCLE T I M E R , C U R R E N T T R A N S F O R M E R CYCLE T I M E R M O T O R CONDU C T O R , Q T Y . 2 CONDU I T , 4 " DCDMDPDTDPSTDPSDSEEMHETMEX FFS GGFIGLS#8GHHHHMTHOAHORHPHWC O HZAACAFDAFFAMATOAWGCCAPCBCDCKTCL2CPCPTCSCTCTM2/C4"C SWI T C H & O U T L E T S Y M B O L S 480V, 3 P H A S E W E L D I N G R E C E P T A C L E , TYPICA L A M P E R E R A T I N G N O T E D 240V, 1 P H A S E R E C E P T A C L E , T Y P I C A L A M P E R E RATING N O T E D DUPLE X R E C E P T A C L E 1 2 0 V O L T EXPLO S I O N P R O O F S W I T C H , A = S W I T C H D E S I G N A T I O N KEY OP E R A T E D S W I T C H , A = S W I T C H D E S I G N A T I O N WEATH E R P R O O F S W I T C H , A = S W I T C H D E S I G N A T I O N PRESS U R E S W I T C H ( O P E N I N G O N R I S I N G P R E S S U R E ) PRESS U R E S W I T C H ( C L O S I N G O N R I S I N G P R E S S U R E ) FOUR- W A Y S W I T C H , A = S W I T C H D E S I G N A T I O N THREE - W A Y S W I T C H , A = S W I T C H D E S I G N A T I O N TWO P O L E S W I T C H , A = S W I T C H D E S I G N A T I O N SINGLE P O L E S W I T C H , A = S W I T C H D E S I G N A T I O N PP FUSE A N D D I S C O N N E C T S W I T C H . HIGH V O L T A G E D R A W O U T C O N T A C T O R . LOW V O L T A G E D R A W O U T A I R C I R C U I T B R E A K E R . SIZE 4 C O M B I N A T I O N M A G N E T I C M O T O R S T A R T E R . LOW V O L T A G E A I R C I R C U I T B R E A K E R , 3 P O L E , 2 0 A M P E R E . HIGH V O L T A G E D R A W O U T A I R O R V A C U U M C I R C U I T B R E A K E R . INDICA T E S T H A T A L L O R P A R T O F C I R C U I T M A Y B E R O U T E D I N D U C T BANK O R U N D E R G R O U N D . C O N D U I T S I Z E S H O W N O N O N E - L I N E I S ABOV E G R O U N D A N D / O R I N S I D E O F S T R U C T U R E . S E E D U C T B A N K SCHE D U L E A N D S E C T I O N S F O R C O N D U I T S I Z E O F U N D E R G R O U N D PORT I O N O F C I R C U I T . ONE-L I N E S H O W I N G P O W E R A N D C O N T R O L T O A P A C K A G E U N I T , A S FOR E X A M P L E A S T E A M G E N E R A T O R O R A N A I R H A N D L I N G U N I T , S H A L L IMPLY T H A T A N Y A N D A L L A S S O C I A T E D E Q U I P M E N T S H A L L A L S O B E INSTA L L E D A N D W I R E D A S R E Q U I R E D B Y T H E E Q U I P M E N T F U R N I S H E D . 20 HP M O T O R C O N N E C T I O N V I A C I R C U I T N O . 2 2 W I T H 3 # 8 I N S U L A T E D COND U C T O R S , 1 # 1 0 B A R E G R O U N D W I R E A L L I N 2 " C O N D U I T . TRAN S F O R M E R W I T H P R I M A R Y / S E C O N D A R Y V O L T A G E , K V A R A T I N G , AND E Q U I P M E N T L A B E L I N G A S N O T E D . ONE - L I N E D I A G R A M L E G E N D AUX I L I A R Y I T E M S MAY N O T B E S H O W N COMP L E T E L Y 22: 3 # 8 , # 1 0 G , 2 " 480Y/2 7 7 , 3 - P H A S E 1500K V A 3Ø, 60 H Z NORM A L L Y C L O S E D P U S H B U T T O N OLMS FUSE FLOAT S W I T C H ( O P E N I N G O N R I S I N G L E V E L ) FLOAT S W I T C H ( C L O S I N G O N R I S I N G L E V E L ) CONTR O L P O W E R T R A N S F O R M E R OVER L O A D MANU A L S T A R T E R SWITC H NORM A L L Y O P E N G E A R E D L I M I T S W I T C H NORM ALLY C L O S E D G E A R E D L I M I T S W I T C H MAINT A I N E D P U S H B U T T O N IND I C A T I N G L I G H T NORM A L L Y O P E N P U S H B U T T O N START E R , C O N T A C T O R O R R E L A Y C O I L NORM A L L Y C L O S E D C O N T A C T NORM A L L Y O P E N C O N T A C T WIRE C O N N E C T I O N P O I N T CLASS 1 , D I V I S I O N 1 A R E A A S D E F I N E D B Y N E C . A L L E Q U I P M E N T A N D C O N D U I T S Y S T E M S S H A L L B E R A T E D F O R USE IN T H I S A R E A . DIFF E R E N T I A L P R E S S U R E S W I T C H ( N O R M A L L Y C L O S E D , O P E N I N G O N INCR E A S I N G D I F F . ) ONE-LI N E D I A G R A M S S H O W C I R C U I T I D E N T I F I C A T I O N , W I R E Q U A N T I T Y A N D S I Z E S , A N D C O N D U I T S I Z E WITHIN S T R U C T U R E S . O N E - L I N E D I A G R A M S A L S O I N D I C A T E O R I G I N A N D D E S T I N A T I O N O F C I R C U I T S , A N D IDEN T I F Y C I R C U I T S R O U T E D U N D E R G R O U N D . FOR C I R C U I T S W I T H O U T U N D E R G R O U N D P O R T I O N S , B U I L D I N G F L O O R P L A N S S H O W L O C A T I O N O F EQUIPM E N T F O R D E T E R M I N I N G C I R C U I T L E N G T H W I T H I N T H E S T R U C T U R E . F O R C I R C U I T S W I T H UNDER G R O U N D P O R T I O N S , A N T I C I P A T E D P E N E T R A T I O N O F U N D E R G R O U N D C O N D U I T S A R E S H O W N O N STRUC T U R E P L A N S F O R D E T E R M I N I N G T H E L E N G T H O F I N - S T R U C T U R E P O R T I O N S O F C I R C U I T S . B U I L D I N G FLO O R P L A N S M A Y A L S O S H O W H O M E R U N S F O R L I G H T I N G , R E C E P T A C L E , A N D O T H E R M I S C E L L A N E O U S EQUIPM E N T C I R C U I T S . SITE P L A N S I N D I C A T E T H E G E N E R A L R O U T I N G O F U N D E R G R O U N D C O N D U I T S A N D D U C T B A N K S . C I R C U I T S ROUTE D I N U N D E R G R O U N D C O N D U I T S O R D U C T B A N K S A R E I N D I C A T E D I N D U C T B A N K S E C T I O N S REFER E N C E D O N T H E S I T E P L A N . DUCT B A N K S E C T I O N S A N D S C H E D U L E S I D E N T I F Y C O N D U I T S I Z E , C O N D U I T M A T E R I A L , A R R A N G E M E N T O F THE UN D E R G R O U N D C O N D U I T S , A N D C I R C U I T S R O U T E D I N E A C H U N D E R G R O U N D C O N D U I T . SOLID L I N E S I N D I C A T E N E W W O R K O R E Q U I P M E N T . DOTTE D L I N E S I N D I C A T E E X I S T I N G W O R K O R E Q U I P M E N T . DASHE D L I N E S I N D I C A T E F U T U R E W O R K O R E Q U I P M E N T . THIS I S A G E N E R A L L E G E N D S H E E T . S O M E S Y M B O L S A N D A B B R E V I A T I O N S M A Y N O T B E U T I L I Z E D O N T H I S SPECI F I C P R O J E C T . INF O R M A T I O N R E L A T E D T O C I R C U I T I D E N T I F I C A T I O N , W I R E & C O N D U I T S I Z E S , A N D R O U T I N G , I S O N T H E FOLLO W I N G D R A W I N G T Y P E S . GENE R A L N O T E S 1. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R R O U T I N G A L L C O N D U I T S N O T S H O W N O N T H E PLANS . T H I S S H A L L I N C L U D E A L L C O N D U I T S S H O W N O N T H E O N E - L I N E S A N D H O M E - R U N S S H O W N O N THE PL A N D R A W I N G S . C O N D U I T S S H A L L B E R O U T E D A S D E F I N E D I N T H E S P E C I F I C A T I O N S . 2. S P A R E W I R E S S H A L L B E T A P E D A N D C O I L E D . 3. I F E Q U I P M E N T S U P P L I E D B Y M A N U F A C T U R E R H A S A L A R G E R L O A D T H A N V A L U E S H O W N , T H E C A B L E CONDU I T A N D E L E C T R I C A L E Q U I P M E N T S H A L L B E E N L A R G E D , A S R E Q U I R E D , T O A C C O M M O D A T E T H E HIGHE R V A L U E . 4. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R F U R N I S H I N G P R O P E R L Y S I Z E D S T A R T E R OVERL O A D S F O R E Q U I P M E N T F U R N I S H E D . 5. L I G H T I N G A N D R E C E P T A C L E C I R C U I T S D E S I G N A T E D O N T H E F L O O R P L A N S A R E N O T S H O W N O N T H E ONE-L I N E S . C O N D U C T O R S F O R L I G H T I N G , R E C E P T A C L E S , A N D M I S C E L L A N E O U S 1 2 0 V A C C I R C U I T S SHALL B E M I N I M U M N O . 1 2 A W G . C O N D U I T F O R L I G H T I N G , R E C E P T A C L E S , A N D M I S C E L L A N E O U S 120V A C C I R C U I T S S H A L L B E M I N I M U M 34". 6. I N A R E A S W H E R E T H E R E A R E O V E R H E A D B R I D G E C R A N E S , H O I S T S , E T C . , N O C O N D U I T S S H A L L B E RUN O V E R H E A D T H A T W I L L I N T E R F E R E W I T H T H E O P E R A T I O N O F T H E E Q U I P M E N T . 7. I N A R E A S W H E R E F L O O D I N G I S P O S S I B L E , I N S T R U M E N T A T I O N S H A L L B E R E S I S T A N T T O W A T E R INTR U S I O N . GENE R A L R E Q U I R E M E N T S INDOO R / O U T D O O R W E T L O C A T I O N S S U B J E C T T O C O R R O S I O N . C O N D U I T S Y S T E M S H A L L B E P V C C O A T E D R I G I D GALVA N I Z E D S T E E L W I T H P V C C O A T E D F I T T I N G S , B O X E S , A N D S T A I N L E S S S T E E L H A R D W A R E . IND O O R , D R Y , D I R T Y A R E A . R E Q U I R E S M I N I M U M N E M A T Y P E 1 2 G A S K E T E D E N C L O S U R E S F O R A L L E Q U I P M E N T AND G A S K E T E D F I T T I N G S I N C O N D U I T S Y S T E M S . CLASS 1 , D I V I S I O N 2 , G R O U P C A N D D ( M E T H A N E , G A S O L I N E ) A S D E F I N E D B Y N E C . E Q U I P M E N T A N D C O N D U I T SYSTE M S S H A L L B E R A T E D F O R U S E I N T H I S A R E A . A.B.C.D. DISCO N N E C T S W I T C H MISCE L L A N E O U S P A N E L COMB I N A T I O N S T A R T E R LIGHT I N G P A N E L POWE R P A N E L 24 V D C S U R G E P R O T E C T I O N MIS C E L L A N E O U S S Y M B O L S JUNCT I O N B O X THERM O S T A T 1.2.3.4.5.6.7. INDOO R W E T L O C A T I O N S S U C H A S V A U L T S , H O S E D O W N A R E A S , B A S E M E N T S , E T C . M I N I M U M N E M A T Y P E 4 ENCL O S U R E F O R E Q U I P M E N T A N D G A S K E T E D F I T T I N G S I N A C O N D U I T S Y S T E M . INDOO R A N D D R Y A R E A . R E Q U I R E S M I N I M U M N E M A T Y P 1 E N C L O S U R E S F O R A L L E Q U I P M E N T A N D G A S K E T E D FITING S I N C O N D U I T S Y S T E M S . THE S P E C I A L A R E A D E S I G N A T I O N B O X E S , A S D E F I N E D B E L O W , A R E L O C A T E D O N T H E P L A N D R A W I N G S T O D E F I N E E L E C T R I C A L INST A L L A T I O N R E Q U I R E M E N T S . D E S I G N A T I O N B O X E S A R E L O C A T E D W I T H I N R O O M O R B E L O W R O O M N U M B E R . A L L I N D O O R A R E A S NOT I N D I C A T E D O T H E R W I S E A R E A R E A T Y P E 1 A N D M I N I M U M N E M A T Y P E 1 E N C L O S U R E S . R E F E R E N C E S P E C I F I C A T I O N S F O R FURT H E R I N F O R M A T I O N . ARE A D E S I G N A T I O N S NNCNO OOLPBPFPHPLCPPPSPT2P RRECPRGSRTDRTURVSSS2SCADASPSPDTSPSTSSSVSWBSWGRTTACHTBTDTEMPTQTS UGUPSVVAVLSVM WWHWMWP XFMRXPY ZZS I/OJ KVKVAKVARKWKWH LLALANLPLSLWCO MMAMCBMCCMCMMDMHMOVMSMSH INPU T / O U T P U T JUN C T I O N B O X KILO V O L T KILO V O L T A M P E R E KILO V A R KILO W A T T KILO W A T T H O U R LOW , L E V E L LIGH T N I N G A R R E S T O R LOC A L A R E A N E T W O R K LIGH T I N G P A N E L LIMI T S W I T C H , L E V E L S W I T C H LOW W A T E R C U T O F F MAGNE T I C M O T O R S T A R T E R MILLIAM P E R E MAIN C I R C U I T B R E A K E R MOTOR C O N T R O L C E N T E R THO U S A N D C I R C U L A R M I L MOISTU R E D E T E C T O R MANHO L E , M O U N T I N G H E I G H T MOTOR O P E R A T E D V A L V E MANUA L M O T O R S T A R T E R MOTOR S P A C E H E A T E R FLOW A C T U A T E D S W I T C H ( C L O S I N G O N I N C R E A S E I N F L O W ) OFF TIM E D E L A Y S W I T C H ( N O R M A L L Y C L O S E D W I T H T I M E D E L A Y CLO S I N G A F T E R C O I L I S D E - E N E R G I Z E D ) DIFF E R E N T I A L P R E S S U R E S W I T C H ( N O R M A L L Y O P E N , C L O S I N G O N INCR E A S I N G D I F F . ) LIMIT S W I T C H ( N O R M A L L Y C L O S E D , H E L D O P E N ) LIMIT S W I T C H ( N O R M A L L Y C L O S E D ) LIMIT S W I T C H ( N O R M A L L Y O P E N , H E L D C L O S E D ) LIMIT S W I T C H ( N O R M A L L Y O P E N ) TOR Q U E S W I T C H ( N O R M A L L Y C L O S E D ) TOR Q U E S W I T C H ( N O R M A L L Y O P E N ) OFF TIM E D E L A Y S W I T C H ( N O R M A L L Y O P E N W I T H T I M E D E L A Y OPENIN G A F T E R C O I L I S D E - E N E R G I Z E D ) ON TIM E D E L A Y S W I T C H ( N O R M A L L Y C L O S E D W I T H T I M E D E L A Y OPENIN G A F T E R C O I L I S E N E R G I Z E D ) ON TIM E D E L A Y S W I T C H ( N O R M A L L Y O P E N W I T H T I M E D E L A Y CLOSI N G A F T E R C O I L I S E N E R G I Z E D ) FLOW A C T U A T E D S W I T C H ( O P E N I N G O N I N C R E A S E I N F L O W ) TEMPE R A T U R E S W I T C H ( C L O S I N G O N R I S I N G T E M P E R A T U R E ) TEMPE R A T U R E S W I T C H ( O P E N I N G O N R I S I N G T E M P E R A T U R E ) VACUU M S W I T C H ( O P E N I N G O N I N C R E A S I N G V A C U U M ) VACUU M S W I T C H ( C L O S I N G O N I N C R E A S I N G V A C U U M ) NEUT R A L NORM A L L Y C L O S E D NORM A L L Y O P E N , N U M B E R OPENOVER L O A D PUSH B U T T O N , P U L L B O X POWE R F A C T O R M E T E R PHAS E ( C H E M I C A L T E R M ) PROG R A M M A B L E L O G I C C O N T R O L L E R POWE R P A N E L PRES S U R E S W I T C H POTE N T I A L T R A N S F O R M E R , P R O G R A M T I M E R 2 POL E RED, R A I S E , R E L A Y , R E V E R S E RECE P T A C L E RIGID G A L V A N I Z E D S T E E L RESIS T A N C E T Y P E T E M P D E T E C T O R REMO T E T E R M I N A L U N I T REDU C E D V O L T A G E S O L I D S T A T E S T A R T E R SIZE 2 S T A R T E R SUPE R V I S O R Y C O N T R O L A N D D A T A A C Q U I S I T I O N SINGL E P O L E SINGL E P O L E D O U B L E T H R O W SINGL E P O L E S I N G L E T H R O W SELEC T O R S W I T C H SOLE N O I D V A L V E SWITC H B O A R D SWITC H G E A R THER M O S T A T , T I M E R , T O T A L I Z E R TACH O M E T E R TERM I N A L B L O C K TIME D E L A Y R E L A Y TEMP E R A T U R E TORQ U E TEMP E R A T U R E S W I T C H UNDE R G R O U N D UNINT E R R U P T I B L E P O W E R S U P P L Y VOLT S VOLT A M P E R E VALVE L I M I T S W I T C H VOLT M E T E R WHITE , W A T T S WATT H O U R M E T E R WATT M E T E R WEAT H E R P R O O F TRAN S F O R M E R EXPLO S I O N P R O O F YELLO W AUXIL I A R Y R E L A Y POSIT I O N S W I T C H LIGH T I N G F I X T U R E P O W E R E D V I A S W I T C H A . 11 ETHER N E T P O R T SIZE 4 R E D U C E D V O L T A G E S O F T S T A R T E R CORR O S I V E C H E M I C A L F E E D A N D S T O R A G E R O O M S . C O N D U I T S Y S T E M S H A L L B E E X P O S E D P V C C O A T E D COND U I T W I T H F I T T I N G S , A N D A C C E S S O R I E S . OCCUP A N C Y S E N S O R S W I T C H , A = S W I T C H D E S I G N A T I O N TVSS TRA N S I E N T V O L T A G E S U R G E S U P P R E S S O R SUPX S S S S S S S SO INDIC A T E S W O R K I N E X I S T I N G A R E A S T H A T I S N E W O R N E W W O R K O N A N E X I S T I N G PIECE O F E Q U I P M E N T . IND I C A T E S A R E A S T H A T M U S T R E M A I N C L E A R O F A N Y E L E C T R I C A L E Q U I P M E N T O R GROU N D E D S I T E P I P I N G . N:\1128.4e\Drawings\1128.4e - E0.1.dwg, 9/23/2025 - 5:27 PM, NJF TFWNJFNJF ELECTRICAL LEGEND W-E 0 . 1 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\Orthos\DWGs\1128.4e - Process Sheets.dwg, 9/23/2025 - 5:24 PM, JCD WTF ELECTRICAL PLAN VIEW W-E 1 . 0 WAT E R T R E A T M E N T F A C I L I T Y E L E C T R I C A L P L A N V I E W 1/2" - 1 ' - 0 " TURBI D I M E T E R (AIT - 3 0 1 ) PRESS U R E T R A N S M I T T E R (PIT - 3 0 1 ) 3" FLO W M E T E R (FIT- 3 0 1 ) PDP, W E L L P U M P V F D S , M A I N C O N T R O L P A N E L 2" FL O W M E T E R (TYP 2 ) (FIT - 1 0 1 / 2 0 1 ) CHLO R I N E A N A L Y Z E R (AIT-3 0 2 ) S LIG H T I N G F I X T U R E S C H E D U L E SYM B O L LAM P MTG HEIG H T DES C R I P T I O N MAN U F A C T U RER LED, 1 2 0 V 1 FT. A B O V E D O O R ILLU M I N A T E D E X I T S I G N , C O M P L E T E L Y S E A L E D H O U S I N G HUBB E L L - D U A L / L I T E : EVC-U - R LED, 1 2 0 V MOUN T A T 1 0 ' A F F 4 FOOT F I X T U R E - H E A V Y D U T Y A N D M O U N T I N G H A R D W A R E SUITAB L E F O R C L A S S I , D I V 1 L O C A T I O N S CROU S E - H I N D S : ZPL4/ U N V 1 LED, 1 2 0 V MOUN T A T 1 0 ' A F F 4 FOOT F I X T U R E - H E A V Y D U T Y A N D M O U N T I N G H A R D W A R E SUITAB L E F O R W E T O R D U S T Y L O C A T I O N S DIALI G H T : LPM 3 C 4 M 2 P LED, 1 2 0 V 1 FT. A B O V E D O O R DIE CAS T A L U M I N U M F O R R U G G E D M O U N T I N G A N D H E A T D I S S I P A T I O N , S P E C U L A R REFLEC T O R , V E R T I C A L L A M P A N D R E F R A C T O R W I T H P H O T O E L E C T R I C C O N T R O L HUBB E L L : LNC2 - 1 2 L U - 4 K - - 4 - B B U X A B W1 3' MIN. UNIT H E A T E R ( R E : M E C H ) UNIT H E A T E R ( R E : M E C H ) FILT E R E D W A T E R DUP L E X B O O S T E R P U M P S K I D 5-MIC R O N PRE-F I L T E R S K I D PRES S U R E G A U G E (TYP 2 ) WATER S O F T E N E R S K I D SALT B A G STOR A G E P A L L E T ROLL U P GARA G E D O O R ACCES S D O O R BRIN E T A N K HAR M S C O F I L T E R S K I D EQUIP M E N T P A D (TYP ) PRESS U R E T R A N S M I T T E R 3" FLO W M E T E R 2" FL O W M E T E R (TYP 2 ) TFWNJFNJF EXHA U S T F A N (RE: M E C H ) LV-1(RE:M E C H ) NOTE S : 1. UNI T H E A T E R T O H A V E I N T E G R A L T H E R M O S T A T (RE: M E C H ) REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r ZSC - 1 0 0 N:\1128.4e\Drawings\Plant 3D\1128.4e - Phillips Mobile Home Park WTF\Orthos\DWGs\1128.4e - Water Tank.dwg, 9/23/2025 - 5:23 PM, LLG WATER TANK ELECTRICAL PLAN W-E 1 . 1 WAT E R T A N K E L E C T R I C A L P L A N 1/4" - 1 ' - 0 " ACCE S S H A T C H ACCE S S L A D D E R TANK M I X E R (M-50 1 ) TANK R T U W / S O L A R A R R A Y SOL A R B E E TANK I N S T R U M E N T A T I O N J U N C T I O N B O X (LIT - 5 0 1 , L S H - 5 0 1 / 5 0 2 , L S L - 5 0 1 / 5 0 2 ) TFWNJFNJF VERTIC A L C O N D U I T R O U T I N G T O B E M O U N T E D VIA ST A I N L E S S S T E E L C L A M P S E V E R Y 3' W/ S H A L L O W C O N C R E T E A N C H O R S REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r N:\1128.4e\Drawings\1128.4e - Elec Site Plan.dwg, 9/23/2025 - 5:28 PM, LLG ELECTRICAL SITE PLAN W-E 1 . 2 ELE C T R I C A L S I T E P L A N 1" = 20 ' - 0 " TFWNJFNJF UTIL I T Y T R A N S F O R M E R A N D M E T E R (APP R O X . L O C A T I O N ) FUTUR E R A N C H HOUSE W E L L DISCO N N E C T HILLSI D E W E L L DISCO N N E C T WTF B U I L D I N G SE BR E A K E R DIREC T B U R Y E L E C T R I C A L T O TRAN S I T I O N T O C O N C R E T E ENCA S E D B U R I A L REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 240V, 1 - P H A S E 100KV A UTILI T Y TRAN S F O R M E R SE-1 : 2(2#1/0, #1/0N, #6G, 2"C) UTILITY SE-2 : 2(2#1/0, #1/0N, #6G, 2"C)( RE:NOTE 1)4/0 GROUNDING RING F1 F2 SPD2P-30A UPS PLC POWE R D I S T R I B U T I O N P A N E L , P D P : 2 4 0 / 1 2 0 V , 1 P H A S E , 3 0 0 A , 2 5 K A I C , N E M A 1 S.E.: 1 2 0 / 2 4 0 V , 1 P H A S E , 3 0 0 A , 2 5 K A I C , N E M A 3 R , S E R V I C E E N T R A N C E SER V I C E E N T R A N C E & P O W E R D I S T R I B U T I O N P A N E L ( P D P ) ONE - L I N E D I A G R A M WTF C O N T R O L P A N E L ONE - L I N E D I A G R A M FAU L T C U R R E N T UTIL I T Y 29,6 0 0 F1 18,8 1 5 F2 15,4 4 0 HMI RADIO RADIO VFD: : VFD: : TAN K R T U ONE - L I N E D I A G R A M SPARE SPARE :PDPPDP-24 : MANUFACTURER'S CABLE, 3/4"C MCP-12B VFD: : VFD: : PV BA T T E R Y N:\1128.4e\Drawings\1128.4e - E0.1.dwg, 9/23/2025 - 5:23 PM, NJF TFWNJFNJF ELECTRICAL ONE-LINE DIAGRAM W-E 2 . 0 NOTE S :1. B O N D I N G A N D G R O U N D I N G S H A L L I N C L U D E B U I L D I N G S T E E L A N D P R O C E S S PIPE A S P E R N . E . C . 2. A L L 1 2 0 V A C C O N D U C T O R S W I T H 2 0 A M P B R E A K E R S H A L L B E 3 # 1 2 , 3 / 4 " C . A L L OTHER C O N D U C T O R S S H A L L B E S I Z E D T O O V E R C U R R E N T P R O T E C T I O N . 3. * * I N D I C A T E S A P A C K A G E D S Y S T E M . 4. P V P A N E L / A R R A Y F O R T A N K R T U T O B E D E S I G N E D / S I Z E D B Y Q U A L I F I E D CONT R A C T O R P E R S P E C I F I C A T I O N 1 3 6 0 0 . REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r AS RE Q U I R E D F O R E Q U I P M E N T MAXIMUM HEIGHT SHALL BE 5 FT. PANEL H O O D 1 5/8" U - C H A N N E L (TYP . ) FINISHGRADE (1) 1/ 2 " D I A M E T E R S T A I N L E S S STEEL E P O X Y A N C H O R B O L T S WITH L E V E L I N G N U T S A N D A MIN. 7" E M B E D M E N T ( T Y P . ) CAST I N P L A C E 8" X 8 " X 3 ' - 0 CONC R E T E P O S T S WITH # 3 T I E S @ 12" O . C A N D 1#4 EA C H C O R N E R SE-12" X X X X X X FINIS H E D G R A D E 2.5" M I N . 2' MIN. #5 BAR @ 8 " M A X S P A C I N G T Y P I C A L 3" MIN. #3 U B A R S @ 1 2 " C E N T E R S , TOP A N D B O T T O M , WITH 6 " L A P COND U I T S I Z E T Y P I C A L RED C O N C R E T E 3" MI N . FINISH E D G R A D E SE B R E A K E R META L U N D E R G R O U N D W A T E R P I P E CONC R E T E - E N C A S E D E L E C T R O D E PRO C E S S P I P E BUILD I N G S T E E L BUIL D I N G I N T E R I O R C O P P E R GRO U N D I N G P L A T E #4/0 CO P P E R M I N I M U M #4/0 C O P P E R G R O U N D R I N G 3/4" C O P P E R R O D 8' 8' 3/4" C O P P E R R O D 6' MIN . GROUN D I N G S H A L L S A T I S F Y N . E . C . S T A N D A R D S . G R O U N D C O N D U C T O R S CONNE C T E D T O G R O U N D P L A T E S H A L L B E # 4 M I N I M U M , U N L E S S O T H E R W I S E NOTED . NOTE: PDP-5 , 72"PDP-9 , 1 11" 0.12' CON D U I T S S H A L L B E E M B E D D E D I N S A N D . T H E S A N D S H A L L C O V E R ALL C O N D U I T S B Y A T L E A S T 3 I N C H E S 22 2 2 22 2 2 NOTE: BAC K F I L L W I T H N A T I V E MATER I A L MINIM U M O F 3 " B E T W E E N COND U I T S SEE N O T E 36" MI N PDP-9, 1 11" N:\1128.4e\Drawings\1128.4e - E0.1.dwg, 9/23/2025 - 5:27 PM, NJF TFWNJFNJF ELECTRICAL DETAILS W-E 2 . 1 NOTE S : 1. B O N D I N G A N D G R O U N D I N G S H A L L I N C L U D E B U I L D I N G S T E E L A N D P R O C E S S PIPE A S P E R N . E . C . 2. A L L 1 2 0 V A C C O N D U C T O R S W I T H 2 0 A M P B R E A K E R S H A L L B E 3 # 1 2 , 3 / 4 " C . A L L OTHER C O N D U C T O R S S H A L L B E S I Z E D T O O V E R C U R R E N T P R O T E C T I O N . 3. * * I N D I C A T E S A P A C K A G E D S Y S T E M . REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r HYD R A U L I C P R O F I L E SCAL E : V E R T . 1 " = 5 ' H O R I Z . N O S C A L E DES I G N F L O W S A N D L O A D I N G INFL U E N T F L O W S QMAX MON T H (MAX 3 0 D A Y A V E R A G E F L O W ) : 0 . 0 3 6 M G D QPEAK DA Y : 0.072 M G D QPEAK HO U R : 100 G P M INFL U E N T W A S T E W A T E R C H A R A C T E R I S T I C S AVER A G E B O D 5: 4 0 0 m g / L AVER A G E T S S : 400 m g / L AVER A G E T K N : 5 0 m g / L WATE R Q U A L I T Y P L A N N I N G T A R G E T S AVER A G E B O D 5 (7 DA Y ) : 4 5 m g / L AVER A G E B O D 5 (30 D A Y ) : 3 0 m g / L MIN. B O D R E M O V A L ( 3 0 D A Y ) : 8 5 % AVER A G E T S S ( 7 D A Y ) : 4 5 m g / L AVER A G E T S S ( 3 0 D A Y ) : 3 0 m g / L MIN. T S S R E M O V A L ( 3 0 D A Y ) : 8 5 % MAX O I L & G R E A S E : 1 0 m g / L PH: 6 . 5 - 9 . 0 S . U . TOTA L A M M O N I A A S N : 5 0 m g / L E. CO L I ( 7 D A Y A V E ) : 4 , 0 0 0 o r g / 1 0 0 m L E. CO L I ( 3 0 D A Y A V E ) : 2 , 0 0 0 o r g / 1 0 0 m L DES I G N C R I T E R I A INF L U E N T F L O W M E A S U R E M E N T INF L U E N T M E T E R I N G NUM B E R : 1 TYPE : L A S E R F L O W S E N S O R SET T L I N G A N D E Q U A L I Z A T I O N INF L U E N T S E T T L I N G T A N K NUM B E R : 1 VOLU M E , E A C H : 30,000 G A L DIME N S I O N S : 1 0 ' D I A X 5 5 ' - 9 - 3 / 4 " INF L U E N T S E T T L I N G / E Q T A N K NUM B E R : 1 VOLU M E , E A C H : 3 0 , 0 0 0 G A L DIME N S I O N S : 1 0 ' D I A X 5 5 ' - 9 - 3 / 4 " EFFL U E N T S C R E E N S : 8 , P O L Y L O K P L - 5 2 5 EQUA L I Z A T I O N P U M P S NUM B E R : 2 ( L E A D / L A G ) TYPE : S U B M E R S I B L E CAPA C I T Y ( E A C H ) : 7 5 G P M HOR S E P O W E R ( E A C H ) : 0 . 4 H P AERA T O R NUM B E R : 1 MAN U F A C T U R E R S U B A I R R O T O MOD E L : A R 3 3 - 5 0 HOR S E P O W E R : 3 H P SPLIT T E R M A N H O L E DIAM E T E R : 5 F T SPLI T T E R : 3 , 6 0 D E G R E E V - N O T C H W E I R S SEC O N D A R Y T R E A T M E N T BIO C L E R E T R I C K L I N G F I L T R A T I O N U N I T S NUMB E R O F T A N K S : 3 MANU F A C T U R E R : A Q U A P O I N T MODE L N U M B E R : 3 6 / 3 0 TANK D I A M E T E R : 1 2 F T TANK V O L U M E , E A C H : 3 , 5 0 0 G A L FILTR A T I O N M E D I A T Y P E , E A C H T A N K : 1 6 0 m 2/m3 FILTR A T I O N M E D I A V O L U M E , E A C H T A N K : 3 0 m 3 DOS I N G P U M P S NUMB E R : 2 ( 1 D U T Y , 1 S P A R E IN EA C H B I O C L E R E U N I T ) TYPE : S U B M E R S I B L E CAPA C I T Y ( E A C H ) : 8 0 G P M HORS E P O W E R ( E A C H ) : 1 H P REC I R C U L A T I O N P U M P S NUMB E R : 4 ( 1 D U T Y I N E A C H B I O C L E R E UNIT / 1 S H E L F S P A R E ) TYPE : S U B M E R S I B L E CAPA C I T Y ( E A C H ) : 8 0 G P M HORS E P O W E R ( E A C H ) : 1 H P EFF L U E N T L I F T S T A T I O N DIME N S I O N S : 5 ' D I A X 8 . 5 ' D E E P TOTA L T A N K V O L U M E : 1 , 2 5 0 G A L NUMB E R O F P U M P S : 2 CAPA C I T Y ( E A C H ) : 1 0 0 G P M HORS E P O W E R ( E A C H ) : 0 . 5 H P DIS I N F E C T I O N ULTR A V I O L E T NUMBE R : 1 TYPE: HIGH I N T E N S I T Y , L O W P R E S S U R E BANKS P E R U N I T : 2 MODU L E S P E R B A N K : 2 ( 4 T O T A L ) LAMPS P E R M O D U L E : 2 ( 8 T O T A L ) MIN. T R A N S M I T T A N C E : 6 5 % MIN. D O S E A T Q PEAKHO U R : 3 0 m J / c m 2 30,0 0 0 G A L L O N S E T T L I N G T A N K 30,00 0 G A L L O N S E T T L I N G / E Q T A N K SPL I T T E R M A N H O L E UV L I F T S T A T I O N WWT F BUILD I N G ROAR I N G F O R K RIVE R POLY L O K E F F L U E N T F I L T E R (TYP 8 ) TO T R A I N N O . 1 , 2 & 3 INFL U E N T M E T E R I N G MANH O L E BIOC L E R E T R I C K L I N G FILT E R U N I T S (TYP 3 ) ODO R C O N T R O L PRE- E N G I N E E R E D O D O R C O N T R O L S Y S T E M NUMBE R O F V E S S E L S : 2 MEDIA T Y P E : A C T I V A T E D C A R B O N MEDIA A M O U N T : 5 0 C F CAPAC I T Y : 7 5 0 C F M BLOWE R : 1 . 5 H P M MATCHLINE - SEE ABOVE MATCHLINE - SEE BELOW TRAIN N O . 1 , 2 & 3 INV 7 0 5 8 . 7 2 INV 7 0 5 8 . 5 2 INV 7 0 5 8 . 4 2 INV 70 5 4 . 0 0 FF 706 5 . 5 0 INV 7 0 5 8 . 0 5 INV 7 0 5 8 . 0 5 TO S E T T L I N G T A N K INV 7 0 5 3 . 4 8 INV 7 0 5 8 . 2 5 INV 7 0 5 8 . 0 5 OUTLE T STRUC T U R E EFFL U E N T MAN H O L E UV D I S I N F E C T I O N INV 7 0 5 3 . 5 0 INV 7 0 5 2 . 9 0 INTE R N A L B A F F L E 7046 . 5 0 7047.50 7057. 5 0 BOTT O M O F T A N K 7050 . 0 0 BOTTO M O F T A N K 7050. 0 0 7058.0 0 N:\1128.3e\Drawings\1128.3e - G1.0.dwg, 9/23/2025 - 5:34 PM, JCD HYDRAULIC PROFILE AND DESIGN CRITERIA WW - G 1 . 0 KATLJF JNG/ E A G REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r USER ' S C H O I C E GLAS S , V I E W I N G D E V I C E SENS O R ( P R I M A R Y USER ' S C H O I C E POIN T ( T E S T ) MULT I F U N C T I O N ORIF I C E , R E S T R I C T I O N INS T R U M E N T I D E N T I F I C A T I O N L E T T E R S (IN S T R U M E N T S O C I E T Y O F A M E R I C A ) UNCL A S S I F I E D TORQ U E N VIBRA T I O N , M E C H A N I C A L POSIT I O N , D I M E N S I O N V ZYXWEVENT , S T A T E O R PRESE N C E UNCLA S S I F I E D WEIGH T , F O R C E ANALY S I S RS UTOPQRADIA T I O N FAILU R E TEMP E R A T U R E SPEED , F R E Q U E N C Y PRESS U R E , V A C U U M USER ' S C H O I C E QUAN T I T Y Z AXISX AXISY AXIS WELL INTE G R A T E , T O T A L I Z E SAFET Y RECO R D CON N E C T I O N BURN E R , C O M B U S T I O N TIME, T I M E S C H E D U L E CURR E N T ( E L E C T R I C A L ) LMKJIHUSER ' S C H O I C E LEVELPOWE R HAND FGEBDCAFLOW R A T E USER ' S C H O I C E VOLTA G E USER ' S C H O I C E CONT R O L ANALY S I S MOME N T A R Y TIME R A T E O F C H A N G E SCAN LIGH T INDIC A T E RATIO ( F R A C T I O N ) DIFFER E N T I A L ELEM E N T ) ALAR M FIRS T - L E T T E R USER' S C H O I C E USER ' S C H O I C E UNCL A S S I F I E D SWITC H TRAN S M I T MULT I F U N C T I O N UNCLA S S I F I E D MULTI F U N C T I O N OPEN CONT R O L S T A T I O N CONT R O L S W I T C H USER ' S C H O I C E INTE R M E D I A T E LOWMIDDL E , HIGHUSER' S C H O I C E CLOSE D SUC C E E D I N G - L E T T E R S OUTP U T F U N C T I O N M O D I F I E R COMM A N D RELA Y , C O M P U T E , CONV E R T DRIVE R , A C T U A T O R , UNCL A S S I F I E D F I N A L CONT R O L E L E M E N T MEA S U R E D O R I N I T I A T I N G VARIAB L E READO U T O R P A S S I V E FUNC T I O N VALVE , D A M P E R , LOUV E R P&ID I N S T R U M E N T S Y M B O L S MOTO R EXIST S E C O N D A R Y P R O C E S S L I N E SECO N D A R Y P R O C E S S L I N E EXIST M A I N P R O C E S S L I N E MAIN P R O C E S S L I N E EXIST C H A N N E L CHAN N E L FUTUR E S E C O N D A R Y P R O C E S S L I N E FUTUR E M A I N P R O C E S S L I N E PROC E S S I D E N T I F I C A T I O N N U M B E R NUM B E R I N D I C A T E S S H E E T O F PRO C E S S O R C O N T R O L C O N T I N U A T I O N PRO C E S S L E G E N D BUILD I N G HARD W I R E D S I G N A L VAL V E S Y M B O L S CLOSE D OPEN GATE V A L V E PLUG V A L V E BALL V A L V E CHEC K V A L V E FOUR W A Y V A L V E THREE W A Y V A L V E PRESS U R E SUSTA I N I N G V A L V E MANU A L A C T U A T E D V A L V E PRESS U R E R E D U C I N G V A L V E ROTAR Y M O T O R V A L V E SOLEN O I D V A L V E PRESS U R E R E L I E F V A L V E PRESS U R E A N D VACUU M R E L I E F V A L V E NEEDL E V A L V E P&ID E Q U I P M E N T S Y M B O L S HOSE B I B BLIND F L A N G E / C A P FLU S H I N G P O R T GEN E R A L N O T E S : 1. T H I S I S A S T A N D A R D L E G E N D , T H E R E F O R E N O T A L L O F T H I S I N F O R M A T I O N M A Y B E USED O N T H I S P R O J E C T . 2. P & I D I N S T R U M E N T A T I O N D E T A I L S D O N O T R E P R E S E N T I N S T R U M E N T S A N D CONT R O L S I N T E G R A L T O V E N D O R S U P P L I E D C O N T R O L P A N E L S O R E Q U I P M E N T . SEE E Q U I P M E N T S P E C I F I C A T I O N S F O R T H I S I N F O R M A T I O N . 3. P & I D D O E S N O T R E P R E S E N T C O N T R O L S T R A T E G I E S O R I N T E R A C T I O N S . REFE R E N C E S E C T I O N 1 6 9 5 0 , C O N T R O L N A R R A T I V E S , F O R T H I S I N F O R M A T I O N . 4. P & I D D O E S N O T R E P R E S E N T E Q U I P M E N T H A R D W I R E D I N T E R L O C K A N D E N A B L E CIRCU I T R Y , R E F E R T O S E C T I O N 1 6 9 5 0 F O R C O M P L E T E D E S C R I P T I O N . DATA L I N K O R S O F T W A R E S I G N A L THROU G H INST R U M E N T S PLC SHAR E D DISPL A Y DISCR E T E AND C O N T R O L (DC S ) LOC A T I O N / A C C E S S I B I L I T Y ARV AIR RE L E A S E V A L V E SAMPL E P O R T DRAIN ULTRA S O N I C L E V E L I N D I C A T O R ULTRA S O N I C F L O W S E N S O R HYDRO S T A T I C L E V E L S E N S O R FLO A T S W I T C H CAM-LO C K F I T T I N G / QUICK C O N N E C T --- ANALY Z E R ABB R E V I A T I O N S AS A N T I S C A L A N T BW B A C K W A S H BWW B A C K W A S H W A S T E BWR B A C K W A S H R E C Y C L E CA C I T R I C A C I D CAS C A U S T I C CH C H E M I C A L CL C H L O R I N E CIP C L E A N I N P L A C E D D R A I N DEC D E C A N T EFF E F F L U E N T FE F E R R I C C H L O R I D E FI F I L T E R I N F L U E N T FBW F I L T E R B A C K W A S H FW F I N I S H E D W A T E R FM F O R C E M A I N INF I N F L U E N T IRR I R R I G A T I O N KMN04 P O T A S S I U M P E R M A N G A N A T E MLSS M I X E D L I Q U O R NACL S O D I U M C H L O R I D E NAHS0 4 S O D I U M B I S U L F A T E NAL S O D I U M A L U M I N A T E NA S O D I U M C H L O R I D E NAOH S O D I U M H Y D R O X I D E NAC S O D I U M H Y P O C H L O R I T E NPW N O N P O T A B L E W A T E R OC O D O R C O N T R O L OF O V E R F L O W OX S O D I U M P E R M A N G A N A T E PE P O L Y E T H Y L E N E POLY P O L Y M E R PEQ P O S T E Q U A L I Z A T I O N PF P R E F I L T E R PS P R E S S A T E PW P O T A B L E W A T E R RAS R E T U R N A C T I V A T E D S L U D G E REC R E C Y C L E REJ R E J E C T RET R E T U R N RE R E U S E RW R A W W A T E R SS S A N I T A R Y S E W E R SCUM S C U M SLG S L U D G E SLDS S O L I D S SN S U P E R N A T A N T U U T I L I T I E S WAS W A S T E A C T I V A T E D S L U D G E WW W A S T E W A T E R W W A T E R 1 G 1 . 2 M MOTOR SUBME R S I B L E A E R A T O R REDU C E R Y-TYP E S T R A I N E R BASKE T S T R A I N E R EXPAN S I O N J O I N T STATI C M I X E R MAGN E T I C F L O W M E T E R WEIRORP S E N S O R PRES S U R E E L E M E N T PRES S U R E G A U G E CENTR I F U G A L P U M P SUBM E R S I B L E CENTR I F U G A L P U M P M M BUTTE R F L Y V A L V E TAG D E S I G N A T I O N COM M O N I N S T R U M E N T D E S I G N A T I O N S YI E Q U I P M E N T R U N N I N G S T A T U S YS E Q U I P M E N T I N A U T O O R R E M O T E S T A T U S YY E Q U I P M E N T R U N C O M M A N D UA E Q U I P M E N T F A U L T S T A T U S HC H A N D C O N T R O L HS L O C A L H A N D S W I T C H ; A U T O S T A T U S SI S P E E D I N D I C A T I O N SC S P E E D C O M M A N D PSL P R E S S U R E S W I T C H L O W PSH P R E S S U R E S W I T C H H I G H FE F L O W E L E M E N T FIT F L O W I N D I C A T O R / T R A N S M I T T E R ZSO V A L V E P O S I T I O N F U L L O P E N ZSC V A L V E P O S I T I O N F U L L C L O S E ZSI V A L V E P O S I T I O N I N D I C A T O R SP S E T P O I N T PID P R O P O R T I O N A L - I N T E G R A L - D E R I V A T I V E HOA H A N D - O F F - A U T O OCA O P E N - C L O S E - A U T O LCP L O C A L C O N T R O L P A N E L TSH T E M P E R A T U R E S W I T C H H I G H YC E Q U I P M E N T R U N C O M M A N D YA E Q U I P M E N T A L A R M S T A T U S LIT L E V E L I N D I C A T O R / T R A N S M I T T E R AIT A N A L Y Z E R I N D I C A T O R / T R A N S M I T T E R AE A N A L Y Z E R E L E M E N T CONDU C T A N C E R E L A Y L E V E L S W I T C H FAN AUTO M A T I C S A M P L E R N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\PID DWG\1128.3e - P&ID - 1.dwg, 9/23/2025 - 5:35 PM, JCD PROCESS & INSTRUMENTATION LEGEND WW - G 1 . 1 KATLJFJNGREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r FROM C O L L E C T I O N S Y S T E M M M OUTS I D E A I R PRIM A R Y S E T T L I N G T A N K SET T L I N G A N D F L O W E Q U A L I Z A T I O N T A N K FLO W S P L I T T E R M A N H O L E RECIRC L I N E LSH H LSH LSHLSL M-15 0 RECIRC L I N E RECIRC L I N E FROM B I O C L E R E U N I T N O . 1 FRO M B I O C L E R E U N I T N O . 2 FRO M B I O C L E R E U N I T N O . 3 TO INF L U E N T A U T O S A M P L E R TO OD O R C O N T R O L S Y S T E M TO BIO C L E R E U N I T N O . 1 TO BIO C L E R E U N I T N O . 2 TO BIO C L E R E U N I T N O . 3 POL Y L O K E F F L U E N T FILTE R S LSL INF L U E N T M E T E R I N G MAN H O L E SLUDG E R E M O V A L M A N I F O L D PRES S U R E TRAN S D U C E R N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\PID DWG\1128.3e - P&ID - 1.dwg, 9/23/2025 - 5:38 PM, JCD PROCESS AND INSTRUMENTATION DIAGRAM WW - G 1 . 2 KATLJFJNG NOT E : REFE R T O M A N U F A C T U R E R F O R I & C R E Q U I R E M E N T S O F P A C K A G E D S Y S T E M S REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r M M MM M M M M LSHHLSH LSHLSL OC-430 CS-42 0 M-213 LSL- 2 1 0 P-210 P-212 M-223 LSL-2 2 0 P-220 P-222 M-233 LSL-2 3 0 P-230 P-232 P-300 P-301 UV-4 1 0 FIT-40 1 CS-4 2 1 MMM PRES S U R E TRANS D U C E R N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\PID DWG\1128.3e - P&ID - 2.dwg, 9/23/2025 - 5:38 PM, JCD PROCESS AND INSTRUMENTATION DIAGRAM WW - G 1 . 3 KATLJFJNG NOTE : REFE R T O M A N U F A C T U R E R F O R I & C R E Q U I R E M E N T S O F P A C K A G E D S Y S T E M S REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 7065 7060 N:\1128.3e\Drawings\1128.3e - C1.0.dwg, 9/23/2025 - 5:41 PM, JCD HORIZONTAL CONTROL AND SITE PIPING PLAN WW - C 1 . 0 KATLJFEAG PRECA S T C O N C R E T E LIFT S T A T I O N N154 0 7 7 8 . 7 2 E259 3 9 8 7 . 3 3 BIOCL E R E U N I T N O . 2 N1540 7 6 9 . 7 0 E2594 0 1 7 . 9 1 BIOCL E R E U N I T N O . 1 N1540 7 8 4 . 1 1 E2594 0 2 2 . 0 5 BIOC L E R E U N I T N O . 3 N154 0 7 5 5 . 2 9 E259 4 0 1 3 . 7 5 2" HDP E R E C I R C (TYP 3 ) 4' EFF L U E N T M A N H O L E (SEE S H E E T W W - C 1 . 1 ) GENER A T O R (RE: E L E C T ) 12" P V C N154 0 6 9 4 . 3 1 E259 0 2 7 . 7 1 12" PV C N1540 6 9 0 . 9 6 E2594 0 2 6 . 6 7 3" PV C SPLIT T E R B O X N1540 7 6 2 . 1 1 E2594 0 4 5 . 0 2 N1540 7 4 3 . 0 7 E25940 4 3 . 2 5 FORCE M A I N & ODOR C O N T R O L TREN C H ODOR C O N T R O L MANIFO L D N154 0 6 3 9 . 6 1 E259 4 0 1 3 . 2 0 12" P V C WW T F B L D G FF 7 0 6 5 . 5 0 (SEE S H E E T W W - P 1 . 0 ) RECIR C & O D O R CONTR O L T R E N C H 4" HD P E RECI R C L I N E 8" PV C O D O R CON T R O L AIR D U C T 3" HDP E FORC E M A I N 4" FL O O R D R A I N A N D SAN I T A R Y S E W E R S E R V I C E FRO M B A T H R O O M T O MAIN S A N I T A R Y S E W E R PIPE O U T L E T S T R U C T U R E (RES T O R E T O E X I S T I N G G R A D E S ) REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 8" SA N I T A R Y S E W E R P I P E (SEE S H E E T W W - C 2 . 0 ) N154 0 5 9 9 . 2 8 E259 3 9 7 3 . 5 5 GENE R A T O R P A D (RE : S T R U C T ) N15406 0 0 . 5 4 E25939 8 3 . 3 1 3/4 " W A T E R PRIMARY SETT L I N G T A N K SETTLING AND F L O W E Q U A L I Z A T I O N T A N K ONS I T E W A S T E W A T E R TRE A T M E N T S Y S T E M (SE E S H E E T W W - P 2 . 0 ) FOUN D A T I O N / BALLA S T A N C H O R I N G (TYP 2 ) (RE: S T R U C T ) FOUN D A T I O N / BALL A S T A N C H O R I N G (RE: S T R U C T ) LAST C H A N C E DITC H 8" BUR I E D GATE V A L V E (TYP 3 ) 4" PVC O D O R CONT R O L AIR D U C T PVC S L E E V E F O R INFLU E N T S A M P L E R SUCT I O N T U B I N G 8" TO LIFT S T A T I O N (TYP 3 ) 8" TOBIOCL E R E U N I T (TYP 3 ) NOT E : SEE S H E E T S W W - P 2 . 1 A N D W W - P 2 . 2 F O R PROC E S S P I P E A N D T A N K E L E V A T I O N S 8" BU R I E D GATE V A L V E (TYP 3 ) 4' IN F L U E N T METER I N G M A N H O L E (SEE S H E E T W W - C 1 . 1 ) 7060 7061 7062 7063 7064 7064 705570537054 7056 7055 7054 7056 7057 7070707570807085 7065 7066 706670677067 7080 7085 7081 7082 7083 7084 7086 100-Y E A R F L O O D P L A I N 70 75 80 85 71727374 7677787981828384 86 FFE = 7 0 6 5 . 5 0 BFE=70 6 4 . 2 5 WW T F B L D G PUM P E R T R U C K & S E R V I C E VEHI C L E P A R K I N G & TURNA R O U N D 7060 7059 7061 7062 7063 2:1 2:1 2:1 63 64 DRAIN A G E S W A L E 4' SAN M H RIM 70 6 4 . 4 6 INV I N ( S ) 7 0 5 8 . 7 2 ( 1 2 " P V C ) N1540 6 2 5 . 7 0 E2594 0 0 9 . 1 6 FIRE H Y D R A N T 8" PVC W A T E R 12" P V C S A N I T A R Y SEW E R 65 2:1 4:1 4:1 2.2%2.0%2.1% 2.0% 2.0%1.5% 1.5%8.0% 2.0% 2.4% 2.0% 6" EXP O S E D FOUN D A T I O N ( T Y P ) 11.9% 0.5% 8" PV C E F F L U E N T PIPE O U T L E T S T R U C T U R E (RES T O R E T O E X I S T I N G G R A D E S ) 85 90 81 81 82 83 84 86 87 88 89 100' O F F S E T F R O M R I V E R ASPH A L T P A V E M E N T ( T Y P ) EDGE O F W A T E R ( T Y P ) 4' EF F L U E N T M H RIM 706 4 . 7 1 INV IN ( E ) 7 0 5 8 . 2 5 ( 8 " P V C ) INV O U T ( N W ) 7 0 5 8 . 0 5 ( 8 " P V C ) N1540 6 3 8 . 7 6 E2593 9 5 9 . 9 2 PRO P E R T Y L I N E ( T Y P ) 1.5% 1.5% 66 65 66 67 68 65 64 66 64 2.4% 3:1 3:1 5:1 5:1 64.40 G B 65.39 G B 64.25 F L 61 62 63 2.0% SCL SCL SCL ECB ECB ECB VTC CWA GEN E R A T O R 7065 . 5 0 ASPHA L T P A V E M E N T ( T Y P ) 33 LF 3 6 " X 2 4 " B O X C U L V E R T HEADW A L L HEADW A L L 36 LF 1 2 " R C P @ 1 . 0 0 % 12" CO N C F E S FL 7 0 6 1 . 4 5 12" CO N C F E S FL 706 1 . 8 2 GRID I N T E R S E C T I O N N154 0 6 3 8 . 1 1 E259 3 9 7 8 . 4 6 GRID I N T E R S E C T I O N N154 0 6 3 0 . 8 9 E259 4 0 0 2 . 4 0 3/4" T Y P E K C O P P E R WATER S E R V I C E N:\1128.3e\Drawings\1128.3e - C1.1.dwg, 9/23/2025 - 5:37 PM, SWW GRADING AND DRAINAGE PLAN WW - C 1 . 1 KAT RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CRO S S I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. C O N T R A C T O R I S R E S P O N S I B L E F O R R E S T O R I N G A L L D I S T U R B E D A R E A S T O THEI R O R I G I N A L C O N D I T I O N S . 4. A L L S P O T E L E V A T I O N S A R E T O F I N I S H E D G R A D E O R F L O W L I N E U N L E S S OTHE R W I S E S P E C I F I E D . 1. A L L D I M E N S I O N S A N D R A D I I A R E T O F A C E O F C U R B , F A C E O F B U I L D I N G A N D EDGE O F W A L K U N L E S S O T H E R W I S E N O T E D . 2. C O N T R A C T O R T O R E P A I R / R E P L A C E A L L D A M A G E T O E X I S T I N G F L A T W O R K OR S I T E F E A T U R E S N O T I N T E N D E D F O R D E M O L I T I O N . LAST C H A N C E D I T C H 1. C O N T R A C T O R I S R E S P O N S I B L E F O R I N S T A L L I N G A N D M A I N T A I N I N G A L L CON T R O L S D U R I N G I N I T I A L , I N T E R I M , A N D F I N A L C O N D I T I O N S . 2. A L L C O N T R O L S S H A L L B E I N S T A L L E D W I T H I N T H E P R O P E R T Y L I N E S U N L E S S OTHE R W I S E S P E C I F I E D . W H E N C O N S T R U C T I O N A C T I V I T I E S D I S T U R B ADJA C E N T A N D / O R R I G H T - O F - W A Y P R O P E R T I E S , C O O R D I N A T I O N W I T H PROP E R T Y O W N E R S I S R E Q U I R E D P R I O R T O C O N S T R U C T I O N . VTC ECB SCL CWA REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\Orthos\DWGs\Odor Control Manifold.dwg, 9/23/2025 - 5:39 PM, JCD CIVIL DETAILS WW - C D 1 . 0 KATLJFJNG 1 SAN I T A R Y M A N H O L E D E T A I L NTS OVER E X C A V A T E D , M O I S T U R E - T R E A T E D , A N D R E C O M P A C T E D SUBG R A D E P E R S P E C I F I C A T I O N S , ( T Y P ) COP O L Y M E R POLYP R O P Y L E N E PLAST I C NOTE S : NORTH I N G / E A S T I N G R E F E R E N C E P O I N T (CENT E R O F S T R U C T U R E B A S E ) 14" 1-3/1 6 " 3-3/8"1-3/8" NOTE:STEPS S H A L L B E M A N U F A C T U R E D BY M.A . I N D U S T R I E S , M O D E L N O . PS2-PF . ( O R A C C E P T A B L E SUBST I T U T E ) 1/2" G R A D E 6 0 S T E E L REIN F O R C E M E N T I.D. S E E P L A N S PRECA S T C O N C A D J U S T I N G R I N G S SEAL E A C H W I T H J O I N T G A S K E T (UP TO 1 8 " M A X ) GROUT W I T H P C N O N - S H R I N K MORTA R A L L A R O U N D MANHO L E R I N G A N D C O V E R 24" DIA C I M A N H O L E F R A M E AND CO V E R NEENA H R - 1 7 0 6 O R E Q U A L WITH"STO R M S E W E R " I N C O V E R ECCE N T R I C C O N E S E C T I O N ELIM I N A T E A D J U S T I N G R I N G S IF AB O V E G R A D E GROUT T O S H A P E S M O O T H TRANS I T I O N B E T W E E N I N V E R T S SLOPE A T 1 / 2 " P E R F O O T GROUT O P E N I N G S AROU N D A L L P I P E S PREC A S T C O N C B A S E S H O W N IF CAS T - I N - P L A C E , REINF O R C I N G T O C O N F O R M WITH A S T M C 4 7 8 11-#5 B A R S H O O K E D AT EA C H E N D GROUT T O S H A P E SMOO T H TRANS I T I O N BETW E E N I N V E R T S 24" 18"-36" 24" SEE P L A N S F O R D I A . 12" 8" 8" MIN. 6" MIN . 8" MIN.VARIES TO 48" SEE P L A N S F O R D I A . 12" 24"26" 1" 8" 34" I.D./4 GROUT T O S H A P E S M O O T H TRANS I T I O N B E T W E E N I N V E R T S SLOPE A T 1 / 2 " P E R F O O T FINISH E D G R A D E 18"x1 8 " x 6 " C O N C P A D COIL W I R E S C O U N T E R CLOC K W I S E TRAC E R W I R E SPLICE T R A C E R W I R E S W I T H "3M" T Y P E D B Y - 6 L O W V O L T A G E DIRE C T B U R Y S P L I C E O R E Q U A L INST A L L P E R M A N U F A C T U R E R ' S INSTR U C T I O N S 8 TRA C E R W I R E I N S T A L L A T I O N A N D T E S T S T A T I O N D E T A I L NTS NOTE : SPAC E T R A C E R W I R E T E S T STAT I O N S A T 5 0 0 ' M A X S P A C I N G BOX L I D L A B E L E D " S E W E R " TRENC H WIDT H 1'MIN 1'MIN 1' MIN 4' MI N PLAN V I E W SECT I O N A AA GROU N D W A T E R BARR I E R PIPE PIPE B E D D I N G MATE R I A L LIMI T S O F EXCAV A T E D TRENC H PIPEEXTE N D B A R R I E R A B O V E PIPE E M B E D M E N T MATE R I A L S B Y 1 2 " KEY IN T O DISTUR B E D S O I L (TYP S I D E S AND B O T T O M ) LIMIT S O F EXC A V A T E D TREN C H NOT E S : 1. L O C A T E G R O U N D W A T E R B A R R I E R S P E R A C C E P T E D C O N S T R U C T I O N D R A W I N G S AND W A T E R A N D S E W E R D E P A R T M E N T C O N S T R U C T I O N S T A N D A R D S . 2. G R O U N D W A T E R B A R R I E R T O B E C L A Y O R O T H E R E N G I N E E R A P P R O V E D MATE R I A L . 1' MIN 6 GRO U N D W A T E R B A R R I E R D E T A I L NTS TREN C H SLOPE ( % ) SPAC I N G L (FT) < 5 1 , 0 0 0 50030020010050 5 - 1515 - 2525 - 35 35 - 1 0 0> 100 MAXIM U M S P A C I N G F O R GRO U N D W A T E R BAR R I E R S - SAN I T A R Y S E W E R & W A T E R P I P E B E D D I N G D E T A I L NTS 6' MIN COVER LIMITS OF BEDDING 1'-0" SQUEE G E E B E D D I N G C O M P A C T T O 9 5 % STAN D A R D P R O C T O R D E N S I T Y WIDT H SEE T A B L E 6" FINAL G R A D E SEE NO T E 2 PROCT O R D E N S I T Y BACKF I L L T O 9 5 % S T D 8"LI F T S M A X C O M P A C T E D SEE N O T E 1 NEW P A V E M E N T S U R F A C E WIDTHMAX.2'-8"2'-6"2'-4" 8"6" 1'-8"1'-6" DIA.UP TO 4 " PIPE WIDT H1'-4"MIN. 12" 2 ' - 0 " 3 ' - 0 " 3'-8" 2'-8" 20" UTILIT Y P I P E ( S E E P L A N F O R T Y P E ) NOT E S : 1. I F U N S T A B L E M A T E R I A L S A R E F O U N D I N TREN C H B O T T O M , O V E R E X C A V A T E 1 2 " B E L O W STD E M B E D M E N T A N D F I L L W I T H 3 / 4 " C R U S H E D ROCK , C O M P A C T E D T O 9 5 % 2. C O M P A C T E D B A C K F I L L T O 9 0 % S T D P R O C T O R DENS I T Y I N N O N - D R I V I N G S U R F A C E S A N D 9 5 % UNDE R P A V E M E N T 3. S H O U L D T H E T R E N C H B E E X C A V A T E D W I D E R THAN A L L O W E D A C O N C R E T E C R A D L E S H A L L BE PL A C E D W I T H 2 5 0 0 P S I C O N C R E T E F R O M TREN C H B O T T O M T O P I P E S P R I N G L I N E 4. T R E N C H T O B E B R A C E D O R S H E E T E D A S NECE S S A R Y F O R T H E S A F E T Y O F T H E WOR K E R S A N D T H E P R O T E C T I O N O F O T H E R UTILI T I E S I N A C C O R D A N C E W I T H L O C A L S T A T E AND F E D E R A L S A F E T Y R E G U L A T I O N S PLA N V I E W SEC T I O N A - A AA 8" 6"12"2" MAX PIPE O D 3'-0" 8"2'-4" 8" 3'-0" 6'-5 1/2" 3'-0" 1'-6"1'-6" 3'-5 1 / 2 " 60° 8" FINIS H E D G R A D E (SEE P L A N ) END S P L I C E , JUNC T I O N B O X A N D COND U I T N O T S H O W N FOR C L A R I T Y 1.0% OVERF L O W O R DRAI N P I P E UNDIST U R B E D MATE R I A L O R COM P A C T E D BACKF I L L#4 @ 1 2 " O C E W HEAD W A L L , W I N G W A L L S , FLO O R A N D T O E W A L L REINF O R C E D CONC H E A D W A L L SLOP E T O DRAIN @ 1 . 0 % PIPE O U T L E T S T R U C T U R E D E T A I L NTS ELAS T O M E R I C CHEC K V A L V E (SEE S P E C S ) ELAS T O M E R I C CHEC K V A L V E (SEE S P E C S ) TYPE M R I P R A P (SEE D E T A I L , SHEE T W W - C 2 . 0 ) 1" C R U S H E D WASH E D R O C K 6" FILTER F A B R I C 2'-3"± 1'-10" 13.9% SLOPE S I D E W A L L S @ 1 3 . 9 % (TYP ) TYPE M R I P R A P (SEE D E T A I L , SHEET W W - C 2 . 0 ) 2 COM P O S I T E A S P H A L T P A V E M E N T S E C T I O N D E T A I L NTS NOTE S : 1. U S E H E A V Y D U T Y A S P H A L T S E C T I O N F O R S E R V I C E D R I V E S , ACCES S D R I V E L A N E S , & B U S L O O P 2. U S E L I G H T D U T Y A S P H A L T S E C T I O N F O R C A R P A R K I N G S T A L L S PRIV A T E L I G H T D U T Y PRIV A T E H E A V Y D U T Y OVER E X C A V A T E D , M O I S T U R E - T R E A T E D A N D R E C O M P A C T E D SUBG R A D E P E R S P E C I F I C A T I O N S AGG R E G A T E B A S E C O U R S E ASPHA L T P A V I N G AGGR E G A T E B A S E C O U R S E ASPH A L T P A V I N G 14"4" 7"4" 12" 12" 9 PLU G V A L V E D E T A I L NTS 18" S Q . x 6 " T H I C K C O N C . P A D T O B E 2"-3" A B O V E E X I S T I N G G R O U N D O U T - SIDE O F P A V E M E N T . E L E V A T I O N F O R TOP O F C O V E R , P L A C E D I N P A V E M E N T , SHAL L B E S E T I N A C C O R D A N C E W I T H PAVIN G R E Q U I R E M E N T S O F L O C A L VALV E B O X W I T H WIDE O V A L B A S E PLUG V A L V E GROUN D L I N E FINIS H E D WOR D " W A T E R " O N C O V E R JURIS D I C T I O N . IF G R E A T E R T H A N 5 ' - 0 " PROVID E O P E R A T I N G NUTEXTEN S I O N W I T H CENTE R I N G R I N G NOT E : 1. C A R E S H A L L B E T A K E N W H E N I N S T A L L I N G V A L V E S O N L I N E S T O A S S U R E PROP E R S U P P O R T O F T H E V A L V E S . 2. W O O D B L O C K S O R 3 / 4 " W A S H E D R O C K T O B E I N S T A L L E D U N D E R T H E V A L V E TO P R O V I D E P R O P E R S U P P O R T W H E R E R E Q U I R E D . 3. V A L V E S S H A L L N O T B E P L A C E D I N C O N C R E T E C R O S S P A N S . REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r STO R M W A T E R M A N A G E M E N T P L A N ( S W M P ) THIS S T O R M W A T E R M A N A G E M E N T P L A N I S T O B E R E T A I N E D A N D M A I N T A I N E D O N S I T E I N C L U D I N G F I N A L L A N D S C A P I N G P L A N S A N D A N Y O T H E R E R O S I O N CONT R O L DOCU M E N T A T I O N . A S W M P A D M I N I S T R A T O R W I L L B E D E S I G N A T E D B Y T H E C O N T R A C T O R A N D I S R E S P O N S I B L E F O R D E V E L O P I N G , I M P L E M E N T I N G , M A I N TAININ G , A N D REVIS I N G T H I S S W M P . T H E S W M P A D M I N I S T R A T O R I S T H E C O N T A C T F O R A L L S W M P - R E L A T E D I S S U E S A N D I S R E S P O N S I B L E F O R I T S A C C U R A C Y , C O M PLETE N E S S , A N D IMPLE M E N T A T I O N . T H E F O L L O W I N G H A S B E E N D E S I G N A T E D A S T H E S W M P A D M I N I S T R A T O R F O R T H I S P R O J E C T : NAME : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONT A C T I N F O : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE S I T E I S L O C A T E D A T 3 3 0 0 - 3 4 0 0 L O W E R R I V E R R O A D , A N D A T A P P R O X I M A T E L Y 3 9 ° N 1 8 ' 3 2 " L A T I T U D E , 1 0 6 ° W 5 6 ' 0 5 " L O N G I T U D E . T H E P R O P OSED P R O J E C T C O N S I S T S O F OVER L O T G R A D I N G , A S P H A L T A C C E S S D R I V E P A V I N G , U T I L I T Y I N F R A S T R U C T U R E A N D W A S T E W A T A E R T R E A T M E N T F A C I L I T Y C O N S T R U C T I O N I N P I T K I N COUN T Y . T H E T O T A L SITE A R E A I S A P P R O X I M A T E L Y 0 . 9 4 A C R E S W I T H A T T O T A L D I S T U R B A N C E O F 0 . 6 7 A C R E S . N O A R E A S G R E A T E R T H A N 4 0 A C R E S S H A L L B E D I S T U R B ED A T A N Y G I V E N T I M E . N O CONS T R U C T I O N A C T I V I T I E S S H A L L O C C U R O F F S I T E O R O U T S I D E O F T H E C O N S T R U C T I O N L I M I T S S H O W N O N T H E C O N S T R U C T I O N D O C U M E N T S . T H E S E Q UENC E O F CONS T R U C T I O N S T A R T S I S A S F O L L O W S : PHA S E ESTIM A T E D ACTU A L CONST R U C T I O N S T A R T M A Y 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROAD A N D O V E R L O T G R A D I N G M A Y 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UTIL I T Y C O N S T R U C T I O N M A Y 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDI N G C O N S T R U C T I O N A U G U S T 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PAVIN G J U L Y 2 0 2 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SITE R E S T O R A T I O N O C T O B E R 2 0 2 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE E X I S T I N G S I T E C O N S I S T S O F U N D E V E L O P E D L A N D A N D I S A P P R O X I M A T E L Y 1 0 0 % C O V E R E D W I T H V E G E T A T I V E G R O U N D C O V E R . OFFS I T E R U N O F F F L O W S O N T O T H E P R O P E R T Y F R O M T H E N O R T H . O N S I T E F L O W S S H E E T F L O W T O W A R D S T H E R O A R I N G F O R K R I I V E R . O N S I T E D E T E N T I ON IS N O T P R O V I D E D OR R E Q U I R E D F O R T H I S S I T E . S T O R M W A T E R I S D I S C H A R G E D F R O M T H I S S I T E T O T H E A D J A C E N T R O A R I N G F O R K R I V E R . A D R A I N A G E R E P O R T F O R T HIS D E V E L O P M E N T H A S NOT B E E N C O M P L E T E D A T T H I S T I M E . OTHE R P O T E N T I A L P O L L U T I O N S O U R C E S S U C H D O N O T E X I S T A T T H I S S I T E . NON- S T O R M W A T E R C O M P O N E N T S O F T H E D I S C H A R G E D O N O T E X I S T A T T H I S S I T E . BEST M A N A G E M E N T P R A C T I C E S F O R S T O R M W A T E R M A N A G E M E N T NON S T R U C T U R A L B M P S W I L L B E I M P L E M E N T E D T O T H E M A X I M U M E X T E N T P O S S I B L E . T H E U T I L I Z A T I O N O F N O N S T R U C T U R A L B M P S W I L L B E A N O N G O ING P R O C E S S DIREC T E D A T P R E V E N T I N G E R O S I O N . T H E N O N S T R U C T U R A L B M P S W I L L R E C E I V E C O N T I N U O U S E M P H A S I S T H R O U G H O U T C O N S T R U C T I O N B E C A U S E T H E Y AVER T P R O B L E M S BEFO R E T H E Y O C C U R A N D R E D U C E T H E N E E D F O R S T R U C T U R A L B M P S . N O N S T R U C T U R A L B M P S W I L L C O N S I S T P R I M A R I L Y O F P R E S E R V A T I O N O F E X I S T I NG M A T U R E VEGE T A T I O N A N D T R E E S , P L A N N I N G A N D S C H E D U L I N G C O N S T R U C T I O N A C T I V I T I E S A I M E D A T A C H I E V I N G T H E G O A L O F M I N I M I Z I N G E R O S I O N . F U R T H E RMOR E , C O N S T R U C T I O N PERS O N N E L W I L L B E I N S T R U C T E D A N D S U P E R V I S E D I N C O N S T R U C T I O N M E T H O D S C O N S I S T E N T W I T H E R O S I O N P R E V E N T I O N P R A C T I C E S . PLAN N E D S T R U C T U R A L B M P S F O R E R O S I O N A N D S E D I M E N T C O N T R O L A R E S H O W N O N T H E E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L P L A N . I M P L E M E N T I N G THE S E M E A S U R E S SHOU L D M I N I M I Z E N U I S A N C E S I L T A N D S E D I M E N T A T I O N E X I T I N G T H E S I T E A N D P R E V E N T C L O G G I N G E X I S T I N G S T O R M S E W E R S A N D S T R E E T G U T T E R S . APPL I C A T I O N O F T H E S E B M P S F O R S T O R M W A T E R M A N A G E M E N T A R E F O R C O N S T R U C T I O N P E R I O D S A N D A R E C O N S I D E R E D T E M P O R A R Y . P O S T - D E V E L O P M E N T STOR M W A T E R M A N A G E M E N T I S P R O V I D E D T H R O U G H V E G E T A T E D L A N D S C A P E D A R E A S , G R A S S E D S W A L E S , A N D R I P R A P P R O T E C T I O N . VEHIC L E T R A C K I N G C O N T R O L ( V T C ) : A STA B I L I Z E D C O N S T R U C T I O N E N T R A N C E W I L L B E P R O V I D E D A T T H E W W T F R O A D E N T R A N C E . T H E C O N S T R U C T I O N A C C E S S A N D P A R K I N G W I L L B E G R A DED A N D C O V E R E D WITH A C R U S H E D S T O N E B A S E C O U R S E D U R I N G C O N S T R U C T I O N . T H E V E H I C L E T R A C K I N G C O N T R O L W I L L B E R E L O C A T E D W I T H T H E C O N S T R U C T I O N A C C ESS AS N E C E S S A R Y . SILT F E N C I N G ( S F ) A N D S E D I M E N T C O N T R O L L O G S ( S C L ) : SILT F E N C I N G A N D S E D I M E N T C O N T R O L L O G S S H A L L B E I N S T A L L E D W I T H R E S P E C T T O P R O P O S E D D R A I N A G E P A T T E R N S . S I L T F E N C E A N D S E D I M E N T C ONTR O L L O G S S H A L L BE CO N S T R U C T E D A L O N G T H E P O R T I O N S O F T H E W E S T S I D E O F T H E P R O P E R T Y A N D A L O N G A N Y D R A I N A G E A R E A S S U B J E C T T O E R O S I O N . T H E S I L T F E NCING A N D S E D I M E N T CONT R O L L O G S S H A L L B E I N S T A L L E D A T T H E D O W N H I L L S I D E O F T H E E X I S T I N G S L O P E S A C R O S S T H E S I T E A N D A T A L L P O I N T D I S C H A R G E A R E A S W H ETHE R S H O W N O R N O T , SILT F E N C E A N D S E D I M E N T C O N T R O L L O G S S H A L L B E M A I N T A I N E D A S N E E D E D T H R O U G H O U T T H E C O N S T R U C T I O N P R O C E S S . T H E T E M P O R A R Y S I L T F E N CE A N D S E D I M E N T CONT R O L L O G S W I L L R E M A I N U N T I L T H E S T O R M S E W E R S T R U C T U R E S A R E C O M P L E T E D A N D G R O U N D C O V E R I S E F F E C T I V E . INLET P R O T E C T I O N ( I P ) : THE I N L E T P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R S T R U C T U R E S A R E C O N S T R U C T E D . E A C H I N L E T O N T H E P R O P O S E D S T O R M S E W E R S YSTE M W I L L H A V E A TEMP O R A R Y I N L E T S E D I M E N T T R A P C O N S T R U C T E D A R O U N D I T . I N P A V E D A R E A S , T H I S T R A P C O N S I S T S O F W I R E M E S H S O C K S , C O N C R E T E B L O C K S , A ND/O R S C R E E N S T O FILTE R T H E S T O R M R U N O F F A N D A L L O W A N Y S I L T T O S E T T L E O U T . I N F I E L D S O R L A N D S C A P E D A R E A S T H I S T R A P C O N S I S T S O F W I R E M E S H S O C K S OR ST R A W B A L E BARR I E R S . STRA W B A L E D R O P S T R U C T U R E S D A M S ( S B ) : STRA W B A L E B A R R I E R S W I L L B E I N S T A L L E D T O P R O T E C T T H E P R O P O S E D S W A L E ( S ) P R I O R T O L A N D S C A P I N G T H E S I T E . T H E S E B A R R I E R S W I L L R E D U CE THE F L O W V E L O C I T Y IN TH E S W A L E ( S ) A N D A L L O W T H E D I S T U R B E D S O I L T O S E T T L E O U T . ROCK C H E C K D A M S ( R C D ) : ROCK C H E C K D A M S W I L L B E I N S T A L L E D A S S H O W N A N D M A I N T A I N E D A T L O C A T I O N S A R O U N D T H E S I T E W H E R E F U T U R E G R A S S L I N E S S W A L E S W I L L C A R RY TH E S T O R M RUNO F F . P R I O R T O L A N D S C A P I N G O F T H E S I T E , T H E S E B A R R I E R S W I L L R E D U C E T H E F L O W V E L O C I T I E S I N T H E S E S W A L E S A N D A L L O W T H E D I S T U R B ED S O I L T O S E T T L E O U T . THE R O C K C H E C K D A M S W I L L B E L E F T I N P L A C E A S P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N . OUTL E T P R O T E C T I O N ( O P ) : THE S T O R M S E W E R O U T L E T S W I L L B E P R O T E C T E D W I T H R I P R A P . P L A C I N G R I P R A P A T P I P E O U T F A L L S R E D U C E S E X I T V E L O C I T I E S A N D R E D U C E S S C O UR. T H I S R I P R A P W I L L BE LE F T I N P L A C E A S P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N . DIVER S I O N S D I K E S ( D D ) : SEVE R A L D I V E R S I O N D I K E S A R E T O B E I N S T A L L E D T O D I R E C T S T O R M W A T E R T O P R O P O S E D S W A L E S O R P R O P O S E D G U T T E R P L A N S . T H E S E T E M P O R A R Y DIVERS I O N S W I L L B E NECE S S A R Y U N T I L A L L I N L E T S B E C O M E F U N C T I O N A L , S U R R O U N D E D W I T H P A V E M E N T . OVER L O T G R A D I N G : ALL O P E N A R E A S W I L L B E T R E A T E D W I T H I N 1 4 D A Y S O F C O M P L E T I O N O F T H E O V E R L O T G R A D I N G . A L L O V E R L O T G R A D I N G I N T H E N O N - I R R I G A T E D AR E A S W I L L H A V E T H E SURF A C E R O U G H E N E D A N D W I L L B E P E R M A N E N T L Y L A N D S C A P E D O R T E M P O R A R I L Y S E E D E D U N T I L T H E P L A N N E D I N S T A L L A T I O N S A R E C O M P L E T E D . A T T HE CO M P L E T I O N O F THE M A S S G R A D I N G , A L L E X P O S E D S O I L A R E A S W I L L H A V E T H E S U R F A C E R O U G H E N E D A N D P L A N T E D W I T H A R E V E G E T A T I O N S E E D M I X . V E G E T A T I O N IS TO B E M A I N T A I N E D THRO U G H O U T C O N S T R U C T I O N B Y T H E C O N T R A C T O R U N T I L A R E A S A R E P E R M A N E N T L Y L A N D S C A P E D . A L T E R N A T E L Y , R O U G H - C U T D R I V E W A Y S O R P R O P O S E D PAV E D A R E A S CAN B E C O V E R E D W I T H A L A Y E R O F A G G R E G A T E , R O A D B A S E O R A S P H A L T P A V I N G . DUST C O N T R O L M E A S U R E S : DISTU R B E D A R E A S N O T Y E T R E A D Y T O B E S E E D E D , L A N D S C A P E D , P A V E D , O R O T H E R W I S E S T A B I L I Z E D S H A L L B E W A T E R E D , O R R I P P E D A S N E C E S S A R Y TO P R E C L U D E V I S I B L E DUST E M I S S I O N S . ITEMS A R E S C H E D U L E D T O B E I M P L E M E N T E D A C C O R D I N G T O T H E C O N S T R U C T I O N S C H E D U L E . A S W O R K P R O C E E D S , I M P L E M E N T A T I O N O F I N D I V I D U A L B MPS I S T O C O I N C I D E WITH T H E C O N S T R U C T I O N T H E R E B Y M I N I M I Z I N G T H E E X P O S U R E O F U N P R O T E C T E D A R E A S . T H E S I L T F E N C E , I N L E T P R O T E C T I O N ( F O R E X I S T I N G I N L ETS), A N D G R A V E L I N G O F THE C O N S T R U C T I O N E N T R A N C E W I L L B E P E R F O R M E D W H E N T H E G R A D I N G B E G I N S . T H E I N L E T P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R STRU C T U R E S A R E CONS T R U C T E D . T H E R I P R A P P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R O U T F A L L S O R C U L V E R T S A R E C O N S T R U C T E D . T H E S T R U C T U R A L BMPS T H A T D O N O T BECO M E P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N A R E T O B E R E M O V E D , A S T H E P A V I N G , L A N D S C A P I N G , A N D O T H E R P E R M A N E N T G R O U NDCO V E R INSTA L L A T I O N S A R E C O M P L E T E D . F U G I T I V E D U S T E M I S S I O N S R E S U L T I N G F R O M G R A D I N G A C T I V I T I E S A N D / O R W I N D S H A L L B E C O N T R O L L E D U S I N G T HE B E S T A V A I L A B L E CONT R O L T E C H N O L O G Y A S D E F I N E D B Y T H E C O L O R A D O D E P A R T M E N T O F H E A L T H A T T H E T I M E O F G R A D I N G . T H E G R A V E L I N G I S T O B E M A I N T A I N E D A S EX T E N D E D CONS T R U C T I O N P R O G R E S S E S E S P E C I A L L Y A R O U N D T H E B U I L D I N G S I T E . T H E S T R U C T U R A L B M P S A R E T O B E R E M O V E D , A S T H E P E R M A N E N T L A N D S C A P I N G INST A L L A T I O N S ARE C O M P L E T E D . THE E R O S I O N A N D S E D I M E N T C O N T R O L P L A N M A Y B E M O D I F I E D B Y P I T K I N C O U N T Y O R I T S A U T H O R I Z E D R E P R E S E N T A T I V E A S F I E L D C O N D I T I O N S W A R RANT . STOR M W A T E R D E T E N T I O N A N D W A T E R Q U A L I T Y : STOR M W A T E R D E T E N T I O N A N D W A T E R Q U A L I T Y T R E A T M E N T A R E N O T P R O V I D E D O N S I T E . TEMP O R A R Y S E E D I N G A N D M U L C H I N G : ALL S E E D S F U R N I S H E D S H A L L B E F R E E F R O M N O X I O U S S E E D S ( S U C H A S R U S S I A N O R C A N A D I A N T H I S T L E , C O U R S E F E S C U E , E U R O P E A N B I N D W E E D , J O H NSON G R A S S , KNAP W E E D , A N D L E A F Y S P U R G E . T H E F O R M U L A U S E D F O R D E T E R M I N I N G T H E Q U A L I T Y O F P U R E L I V E S E E D ( P L S ) S H A L L B E ( P O U N D S O F S E E D ) X ( PURITY ) X ( G E R M I N A T I O N ) = POU N D S O F P U R E L I V E S E E D ( P L S ) . S E E D I N G R E C O M M E N D A T I O N S A R E P R O V I D E D B E L O W , B U T M A Y B E M O D I F I E D W I T H T H E O W N E R ' S A P P R O V A L T O MAKE T H E B E S T U S E O F EXIST I N G C L E A R I N G S A N D G R U B B I N G S : SPECIE S C O M M O N N A M E V A R I E T Y L B S / A C R E AGR O P Y R O N S M I T H I W E S T E R N W H E A T G R A S S A R R I B A 8 . 0 ARR H E N A T H E R U M E L A T E S T A L L O A T G R A S S 3 . 0 LOL I U M P E R E N N E P E R E N N I A L R Y E G R A S S P E N N F I N E 2 . 0 ALL S E E D S S H A L L B E D R I L L E D N O T H Y D R O S E E D E D . A L L D I S T U R B E D A R E A S S H A L L B E S E E D E D A N D C R I M P M U L C H E D I F P E R M A N E N T V E G E T A T I O N I S N OT IM M E D I A T E L Y INSTA L L E D . A F T E R S E E D I N G H A S B E E N C O M P L E T E D , A R A T E O F 4 , 0 0 0 L B S . O F S T R A W P E R A C R E S H A L L B E A P P L I E D U N I F O R M L Y , C R I M P E D I N W I T H A CR I M P E R O R O T H E R APPR O V E D E Q U I P M E N T O R O T H E R W I S E A T T A C H E D . A T A C K I F I E R O R J U T E N E T T I N G T O A T T A C H M U L C H M A Y B E U S E D W I T H T H E O W N E R ' S A P P R O V A L . T HE S E E D E D A R E A SHAL L B E C R I M P E D M U L C H E D A N D T H E M U L C H A T T A C H E D W I T H I N T W E N T Y - F O U R ( 2 4 ) H O U R S A F T E R S E E D I N G . A R E A S N O T M U L C H E D A N D A T T A C H E D W I THIN T W E N T Y - F O U R (24) H O U R S A F T E R S E E D I N G M U S T B E R E S E E D E D W I T H T H E S P E C I F I E D M I X A T T H E C O N T R A C T O R ' S E X P E N S E , P R I O R T O M U L C H I N G A N D A T T A C H I N G . ON S T E E P S L O P E S O R OTHE R S P E C I F I E D A R E A S A S S H O W N O N T H E P L A N T I N G P L A N , W H I C H A R E D I F F I C U L T T O M U L C H A N D A T T A C H B Y C O N V E N T I O N A L M E T H O D , B U R L A P O R OTH E R B L A N K E T I N G MATE R I A L S P R O P E R L Y A N C H O R E D A N D S E C U R E D M A Y B E U S E D W H E N A P P R O V E D B Y T H E P I T K I N C O U N T Y E N G I N E E R . PERM A N E N T S T A B I L I Z A T I O N M E A S U R E S : RIPRA P F O R S T O R M D R A I N O U T F A L L S A N D R O C K C H E C K D A M S W I L L B E C O M E P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N A N D W I L L N O T B E RE M O V E D . PERM A N E N T L A N D S C A P I N G W I L L I N C L U D E S O D D I N G , S E E D I N G , T R E E S , S H R U B S , O R O T H E R V E G E T A T I V E C O V E R T O O P E N A R E A S . N A T I V E P E R E N N I A L SEED I N G W I L L B E ESTA B L I S H E D I N N O N - I R R I G A T E D A R E A S A N D S O D O R O T H E R V E G E T A T I V E C O V E R W I L L B E E S T A B L I S H E D I N I R R I G A T E D O P E N A R E A S . A L L P E R M A N E N T STAB I L I Z A T I O N MEAS U R E S W I L L B E S P E C I F I E D B Y T H E L A N D S C A P E A R C H I T E C T O R O W N E R . MATE R I A L S A N D S P I L L P R E V E N T I O N : THE C O N T R A C T O R W I L L S T O R E C O N S T R U C T I O N M A T E R I A L S A N D E Q U I P M E N T I N C O N F I N E D A R E A S O N S I T E F R O M W H I C H R U N O F F W I L L B E C O N T A I N E D A N D FIL T E R E D . MATE R I A L S W I L L B E S T O R E D O F F T H E G R O U N D A N D P R O T E C T E D F R O M T H E W E A T H E R B Y A C O V E R O R S T O R E D I N A C O N T A I N E R S U C H A S A V A N O R T R A ILER. A N E A R T H E N DIKE W I L L B E C O N S T R U C T E D A R O U N D T H E P E R I M E T E R O F T H E F U E L S T O R A G E A R E A T O P R E V E N T M A T E R I A L S F R O M C O N T A C T W I T H S U R F A C E R U N O F F . EQUI P M E N T MAIN T E N A N C E W I L L B E P E R F O R M E D I N A D E S I G N A T E D A R E A A N D S T A N D A R D M A I N T E N A N C E P R O C E D U R E S , S U C H A S T H E U S E O F D R I P P A N S , W I L L B E U SED T O C O N T A I N PETR O L E U M P R O D U C T S . INSPE C T I O N A N D M A I N T E N A N C E : THE E R O S I O N C O N T R O L M E A S U R E S W I L L B E I N S P E C T E D D A I L Y D U R I N G C O N S T R U C T I O N B Y T H E C O N T R A C T O R A N D A F T E R E A C H R A I N E V E N T . A L L I N S P ECT I O N S S H A L L B E DOCU M E N T E D A N D S H A L L I N C L U D E T H E D A T E O F I N S P E C T I O N , A N Y I N C I D E N C E O F N O N - C O M P L I A N C E , S I G N E D C E R T I F I C A T I O N T H A T T H E S I T E I S I N COMPL I A N C E , A N D A N Y NOTE S , D R A W I N G S , M A P S , E T C . P E R T A I N I N G T O R E P A I R S . C O P I E S O F A L L D O C U M E N T A T I O N S H A L L B E D I S T R I B U T E D T O M U N I C I P A L I T I E S A N D O W N E R ON A R E G U L A R B A S I S A S SPEC I F I E D B Y O W N E R . S I L T F E N C E A N D S T R A W B A L E B A R R I E R S W I L L B E C H E C K E D F O R U N D E R M I N I N G A N D B Y P A S S A N D R E P A I R E D O R E X P A N D E D A S NEED E D . S E D I M E N T SHOU L D B E R E M O V E D F R O M I N L E T F I L T E R S A N D S I L T F E N C I N G B E F O R E O N E H A L F O F T H E D E S I G N D E P T H H A S B E E N F I L L E D . S E D I M E N T S D E P O S I T E D IN T H E P U B L I C RIGH T S - O F - W A Y W I L L B E R E M O V E D I M M E D I A T E L Y . T H E T E M P O R A R Y V E G E T A T I O N O F B A R E S O I L S W I L L B E C H E C K E D R E G U L A R L Y A N D A R E A S W H E R E I T IS L O S T O R D A M A G E D WILL B E R E S E E D E D . A T M I N I M U M T H E C O N T R A C T O R O R H I S A G E N T S H A L L I N S P E C T A L L B M P S E V E R Y 1 4 D A Y S A N D A F T E R S I G N I F I C A N T P R E C I P I T A T ION O R S N O W M E L T EVEN T S . I N S T A L L A T I O N S A N D M O D I F I C A T I O N S A S R E Q U I R E D B Y P I T K I N C O U N T Y W I L L B E I M P L E M E N T E D W I T H I N 4 8 H O U R S O F N O T I F I C A T I O N . C O N T RACTO R S H A L L R E M O V E TEMP O R A R Y E R O S I O N C O N T R O L M E A S U R E S A N D R E P A I R A R E A S A S R E Q U I R E D A F T E R V E G E T A T I O N I S E S T A B L I S H E D A N D A C C E P T E D B Y O W N E R A N D M U N I C IPAL I T Y . FINAL S T A B I L I Z A T I O N A N D L O N G - T E R M S T O R M W A T E R Q U A L I T Y : FINAL S T A B I L I Z A T I O N I S R E A C H E D W H E N A L L S O I L D I S T U R B I N G A C T I V I T I E S A T T H E S I T E H A V E B E E N C O M P L E T E D , A N D U N I F O R M V E G E T A T I V E C O V E R HA S B E E N E S T A B L I S H E D WITH A D E N S I T Y O F A T L E A S T 7 0 % O R P R E - D I S T U R B A N C E L E V E L S O R E Q U I V A L E N T P E R M A N E N T , P H Y S I C A L E R O S I O N R E D U C T I O N M E T H O D S H A V E B E E N EMPLO Y E D . F I N A L STAB I L I Z A T I O N W I L L B E A C H I E V E D U S I N G S O D , N A T I V E S E E D I N G , P E R M A N E N T B M P ' S , A N D O T H E R M E T H O D S . C O N T R A C T O R S H A L L B E R E S P O N S I B L E FOR F I N A L S T A B I L I Z A T I O N REGA R D L E S S O F A C C E P T A N C E B Y O W N E R O F T H E C O N T R A C T O R I T E M . N:\1128.3e\Drawings\1128.3e - CE1.0.dwg, 9/23/2025 - 5:35 PM, JCD SWMP AND EROSION CONTROL DETAILS WW - C E 1 . 0 KATSWWSWWREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r N:\1128.3e\Drawings\1128.3e - CE1.0.dwg, 9/23/2025 - 5:38 PM, JCD EROSION CONTROL DETAILS WW - C E 1 . 1 KATSWWSWWREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r N:\1128.3e\Drawings\1128.3e - CE1.0.dwg, 9/23/2025 - 5:38 PM, JCD EROSION CONTROL DETAILS WW - C E 1 . 2 KATSWWSWWREVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 200+0 0 201+0 0 8" PV C STA 2 0 1 + 4 1 . 0 8 4' EFF L U E N T M H N1540 6 3 8 . 7 6 E2593 9 5 9 . 9 2 8" PV C STA 20 1 + 5 9 . 0 3 BLDG C O N N E C T I O N N15406 3 3 . 8 0 E25939 7 7 . 1 7 STA 2 0 0 + 1 2 . 6 1 PIPE O U T L E T S T R U C T U R E N1540 7 0 3 . 6 2 E2593 8 4 9 . 0 3 100-Y E A R F L O O D P L A I N FFE=7 0 6 5 . 5 0 BFE=7 0 6 4 . 2 5 WWT F B L D G 65 64 66 EDGE O F W A T E R ( T Y P ) ASPHA L T PAVEM E N T ( T Y P ) 64 SAN I T A R Y - E F F L U E N T P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 199+ 8 0 2 0 0 + 0 0 2 0 0 + 4 0 2 0 0 + 8 0 2 0 1 + 2 0 2 0 1 + 6 0 2 0 2 + 0 0 STA 201+41.08 4' EFFLUENT MH RIM 7064.71 INV IN(E) 7058.25 (8" PVC)INV OUT(NW) 7058.05 (8" PVC) 128 L F 8 " P V C @ 3 . 1 5 % STA 200+12.61 PIPE OUTLET STRUCTURE INV IN(SE) 7054.00 (8" PVC) EXIST G R A D E @ P I P E ℄ FINIS H E D G R A D E @ P I P E ℄ 5' MIN (TYP) 18 LF 8 " P V C @ 2 . 0 0 % STA 201+59.03 BLDG CONNECTION INV OUT(W) 7058.61 (8" PVC) N:\1128.3e\Drawings\1128.3e - C2.0.dwg, 9/23/2025 - 5:37 PM, SWW EFFLUENT DISCHARGE PLAN & PROFILE WW - C 2 . 0 KAT RMM / S W W RMM / S W W NOT E : RIPRA P T O F O L L O W NATU R A L F A L L - L I N E . REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\Orthos\DWGs\1128.3e - WWTF Building Ortho.dwg, 9/23/2025 - 5:38 PM, JCD WASTEWATER TREATMENT BUILDING PLAN WW - P 1 . 0 WAS T E W A T E R T R E A T M E N T F A C I L I T Y B U I L D I N G P L A N 1/2" - 1 ' - 0 " KATLJFJNG INFLU E N T AUTO - S A M P L E R EFFL U E N T AUTO - S A M P L E R 3" FL O WMETER UV BA N K (TYP 2 ) 3" HD P E I N F L U E N T FROM E F F L U E N T LIFT S T A T I O N 8" PV C E F F L U E N T T O ROARIN G F O R K R I V E R (RE: C I V I L ) WATER H E A T E R (RE: M E C H ) WWTF BUIL D I N G DRAIN (RE : M E C H ) 8" EF F L U E N T PIPE DRAIN(RE: M E C H ) BIOCL E R E M A I N CONT R O L P A N E L (RE: E L E C ) UV C O N T R O L PANE L (RE: E L E C ) POW E R DISTR I B U T I O N P A N E L (RE: E L E C ) UTILIT Y S I N K (RE: M E C H / A R C H ) 3/8" PE SAMP L E T U B I N G SAMPL E L I N E T O INFL U E N T M A N H O L E (RE : C I V I L ) 4" DRA I N T O S A N I T A R Y SEWE R M A I N (RE : C I V I L ) BAT H R O O M REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r EQUIP M E N T P A D (TYP 2 ) (RE: S T R U C T ) HOS E B I B AND R A C K (RE : M E C H ) SINK (RE: M E C H / A R C H ) TOILE T 3/4" W A T E R (RE: C I V I L ) 3/4" W A T E R (RE: M E C H ) 3/4" BA C K F L O W PREVE N T E R (RE: M E C H ) PIPE F L E X I B I L I T Y (TYP ) N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\Orthos\DWGs\1128.3e - WWTF Building Ortho.dwg, 9/23/2025 - 5:35 PM, JCD WASTEWATER TREATMENT BUILDING SECTIONS WW - P 1 . 1 KATLJFJNG EFFL U E N T AUTO - S A M P L E R 3" FLO W M E T E R FRO M U V L I F T STA T I O N TO R O A R I N G FOR K R I V E R WWT F BUI L D I N G LIGH T EFFLU E N T AUTO - S A M P L E R INFLU E N T AUTO - S A M P L E R 3" PVC F R O M UV L I F T S T A T I O N EFFLU E N T T O R O A R I N G FOR K R I V E R POWE R D I S T R I B U T I O N AND C O N T R O L P A N E L S (RE: E L E C ) 8" EFF L U E N T P I P E UV CO N T R O L PANE L (RE: E L E C ) POWE R DISTR I B U T I O N PANE L (RE: E L E C ) UV BA N K (TYP 2 ) UV BA N K (TYP 2 ) 3" FL O W M E T E R 8" EF F L U E N T P I P E UTILIT Y S I N K 3/8" PE SAMP L E T U B I N G 3" UV INF L U E N T P I P E BIOC L E R E M A I N CONT R O L P A N E L (RE: E L E C ) REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r UTILI T Y S I N K (RE: M E C H / A R C H ) HOSE B I B AND R A C K (RE: M E C H ) WW T F BUIL D I N G 3/4" W A T E R (RE : C I V I L ) 4" DRA I N T O S A N I T A R Y SEWE R M A I N (RE: C I V I L ) HOSE B I B AND R A C K (RE: M E C H ) 3/4" W A T E R (RE: C I V I L ) PIPE F L E X I B I L I T Y (TYP ) N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\Orthos\DWGs\1128.3e - Site Piping Plan Ortho.dwg, 9/23/2025 - 5:37 PM, JCD WASTEWATER TREATMENT OVERALL PLAN WW - P 2 . 0 WAS T E W A T E R T R E A T M E N T P L A N 1/8" = 1 ' - 0 " KATLJFJNG ODOR C O N T R O L SKID M A N I F O L D WWTF BUI L D I N G (SEE S H E E T W W - P 1 . 0 ) 8" PLU G V A L V E (TYP 3 ) 4" ODO R C O N T R O L A I R D U C T FROM S E T T L I N G / E Q TANK T O O D O R C O N T R O L SKID M A N I F O L D 3" FOR C E M A I N TO WW T F B U I L D I N G 8" PL U G V A L V E (TYP 3 ) RECIRC T O SETTL I N G T A N K (TYP 3 ) SANITA R Y S E W E R INF L U E N T M A N H O L E BIOCL E R E TRICK L I N G U N I T (TYP 3 ) SPLIT T E R B O X SETTL I N G / E Q T A N K SETT L I N G T A N K PREC A S T C O N C R E T E LIFT S T A T I O N RECIR C & ODO R C O N T R O L TRENC H FORC E M A I N & ODOR C O N T R O L TREN C H 8" EFF L U E N T T O ROA R I N G F O R K R I V E R (RE: C I V I L ) COMBI N E D 4 " RECIR C L I N E 3/4" W A T E R (RE: C I V I L ) 12" S A N I T A R Y S E W E R FROM C O L L E C T I O N SYST E M (RE: C I V I L ) BIOCL E R E EQUI P M E N T P A D (RE: S T R U C T ) ODOR C O N T R O L S K I D CONC R E T E P A D (RE: S T R U C T ) 4" FLO O R D R A I N A N D SANITA R Y S E W E R S E R V I C E TO MA I N S A N I T A R Y S E W E R (RE: C I V I L ) REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 8" OD O R C O N T R O L AIR D U C T TO O D O R C O N T R O L SKID M A N I F O L D 8" TO LIFT S T A T I O N (TYP 3 ) 8" TOBIOC L E R E U N I T (TYP 3 ) N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\Orthos\DWGs\1128.3e - Site Piping Plan Ortho.dwg, 9/23/2025 - 5:40 PM, JCD WASTEWATER TREATMENT SECTIONS WW - P 2 . 1 FG 70 6 4 . 0 0 B SEC T I O N 1/4"=1 ' - 0 " A SEC T I O N 1/4"=1 ' - 0 " BIOC L E R E U N I T (TYP 3 ) FG 706 4 . 0 0 FG 70 6 4 FF 70 6 5 . 5 0 FG 70 6 5 . 5 0 FG 706 4 . 0 0 TOC 7 0 4 5 . 0 0 TOC 7 0 4 5 . 0 0 KATLJFJNGREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r WWTF BUI L D I N G (SEE S H E E T W W - P 1 . 0 ) BIOC L E R E U N I T (TYP 3 ) 8" PLU G V A L V E (TYP 3 ) FORC E M A I N T O WWTF B U I L D I N G RECIRC L I N E T O COMBI N E D 4 " RECIR C L I N E (TYP 3 ) PUMP(TYP 2 ) 2" RE C I R C T O C O M B I N E D 4" R E C I R C L I N E (TYP 3 ) SETTL I N G / E Q T A N K BIOC L E R E TRIC K L I N G U N I T SETTL I N G / E Q T A N K 4" COM B I N E D RECIR C T O SETTL I N G T A N K CONC R E T E D E A D M A N ANCH O R (RE: S T R U C T ) COMB I N E D 4 " R E C I R C L I N E TO SE T T L I N G T A N K INV 7 0 5 9 . 2 0 INV 70 5 9 . 5 0 INV 7 0 5 3 . 5 0 (TYP 3 ) INV 7 0 5 2 . 9 0 INV 7 0 6 0 . 0 0 (TYP 3 ) INV 7 0 5 3 . 4 8 (TYP 3 ) INV 70 6 0 . 0 0 INV 7 0 5 9 . 2 0 INV 70 5 3 . 4 8 (TYP 3 ) INV 7 0 5 3 . 5 0 (TYP 3 ) INV 70 5 2 . 9 0 CONC R E T E F I L L BALLA S T CRU S H E D R O C K CRUS H E D R O C K CHEC K V A L V E (TYP 2 ) AER A T O R CONCR E T E F I L L BALLA S T (RE: S T R U C T ) CONCR E T E P A D (RE: S T R U C T ) PRECA S T C O N C R E T E LIFT S T A T I O N 8" EF F L U E N T T O ROAR I N G F O R K R I V E R (RE: C I V I L ) 8" OD O R C O N T R O L AIR D U C T TO O D O R C O N T R O L SKID M A N I F O L D 8" TO LIFT S T A T I O N (TYP 3 ) 4" OD O R C O N T R O L A I R D U C T FROM S E T T L I N G / E Q TANK T O O D O R C O N T R O L SKID M A N I F O L D ODOR C O N T R O L SKID M A N I F O L D 8" TOBIOCL E R E U N I T (TYP 3 ) SPLI T T E R BOX 8" PLU G V A L V E (TYP 3 ) 8" PL U G V A L V E (TYP 3 ) 4" OD O R C O N T R O L A I R D U C T FROM S E T T L I N G / E Q TANK T O O D O R C O N T R O L SKID M A N I F O L D CONC R E T E D E A D M A N ANC H O R (RE: S T R U C T ) 8" ODO R C O N T R O L AIR D U C T TO O D O R C O N T R O L SKID M A N I F O L D 8" TOLIFT S T A T I O N (TYP 3 ) SPLITT E R BOX PRECA S T C O N C R E T E LIFT S T A T I O N 8" PLU G V A L V E (TYP 3 ) CONCR E T E P A D (RE: S T R U C T ) PUMP (TYP 2 ) PUMP(TYP 2 ) D SE C T I O N 1/4"=1 ' - 0 " N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\Orthos\DWGs\1128.3e - Site Piping Plan Ortho.dwg, 9/23/2025 - 5:37 PM, JCD WASTEWATER TREATMENT SECTIONS WW - P 2 . 2 FG 7 0 6 4 . 0 0 FG 70 6 4 . 0 0 CONTR O L O D O R MANI F O L D C SEC T I O N 1/4"=1 ' - 0 " FG 7 0 6 4 . 0 0 PUMP(TYP 2 ) BAFF L E 12" P V C F R O M SETT L I N G T A N K INV 7 0 5 8 . 0 5 AERA T O R 4" CH E C K V A L V E (TYP 2 ) POLYL O K EFFLU E N T F I L T E R (TYP 8 ) SETTL I N G T A N K TO SET T L I N G / E Q T A N K 8" E F F L U E N T T O ROARI N G F O R K R I V E R INV 7 0 5 8 . 0 5 SETT L I N G / E Q T A N K 8" PLU G V A L V E (TYP 3 ) FG 706 4 . 0 0 FG 7 0 6 5 . 0 0 KATLJFJNGREVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r WWT F BUIL D I N G (SEE S H E E T W W - P 1 . 0 ) 8" TO BIOCLE R E U N I T (TYP 3 ) SPLITT E R B O X 4" UN I O N F O R PUMP R E M O V A L (TY P 2 ) 2" AIR I N T A K E 4" TOSPLI T T E R B O X 6"x4"REDU C E R INV 7 0 5 8 . 6 9 48" R I S E R (TYP 5 ) 24" R I S E R (TYP 2 ) 8" OD O R C O N T R O L AIR D U C T TO O D O R C O N T R O L SKID M A N I F O L D FORCE M A I N TO WW T F B U I L D I N G COMB I N E D 4 " RECIR C L I N E 3" FOR C E M A I N TO W W T F B U I L D I N G 8" OD O R C O N T R O L AIR D U C T TO OD O R C O N T R O L SKID M A N I F O L D COMBI N E D 4 " RECIR C L I N E 4" ODO R C O N T R O L A I R D U C T FROM S E T T L I N G / E Q TANK T O O D O R C O N T R O L SKID M A N I F O L D 12" SA N I T A R Y S E W E R FROM C O L L E C T I O N SYST E M (RE: C I V I L ) 3/4" W A T E R (RE: C I V I L ) 12" IN F L U E N T INV 70 5 8 . 4 2 BOTT O M O F T A N K 7050. 0 0 BOTTO M O F T A N K 7050.0 0 PVC S L E E V E F O R INFL U E N T S A M P L E R SUCTI O N T U B I N G N:\1128.3e\Drawings\Plant 3D\1128.3 - Phillips Mobile Home Park WWTF\Orthos\DWGs\Odor Control Manifold.dwg, 9/23/2025 - 5:39 PM, JCD PROCESS DETAILS WW - P D 1 . 0 CBDLJFJNG 4 OD O R C O N T R O L M A N I F O L D NTS 8" PVC O D O R CONT R O L M A N I F O L D 8"x4" P V C R E D U C E R (TYP 2 ) 4" BU T T E R F L Y V A L V E 8" 45° B E N D T O ODOR C O N T R O L S K I D 8" BL I N D FLAN G E 4" PV C V E N T L I N E FROM E Q T A N K 8" PV C V E N T L I N E F R O M UV LIF T S T A T I O N NOTE : CENT E R L I N E O F M A N I F O L D T O LINE U P W I T H C E N T E R L I N E O F INLE T T O O D O R C O N T R O L . 2 REC I R C & O D O R C O N T R O L T R E N C H D E T A I L NTS FINAL G R A D E SEE N O T E 2 PROC T O R D E N S I T Y BACKF I L L T O 9 5 % S T D 8"L I F T S M A X C O M P A C T E D NOT E S : 1. T R E N C H I N G O P E R A T I O N S S H A L L BE IN C O N F O R M A N C E W I T H O S H A REGUL A T I O N S SQUE E G E E B E D D I N G C O M P A C T T O 9 5 % STAN D A R D P R O C T O R D E N S I T Y 2'-0" 2'-0" 6"6" 4" ODO R CON T R O L 4" RE C I R C LIMITS OF BEDDING 6" 4'-6" TREN C H E X C A V A T I O N S H A L L B E SLOP E D , P R O T E C T E D , S H O R E D , OR BR A C E D I N C O M P L I A N C E W I T H OSHA A N D A L L G O V E R N I N G L O C A L , STAT E , A N D F E D E R A L R E G U L A T I O N S . 3 FO R C E M A I N & O D O R C O N T R O L T R E N C H D E T A I L NTS FINAL G R A D E SEE N O T E 2 PROC T O R D E N S I T Y BACKF I L L T O 9 5 % S T D 8"LIFT S M A X C O M P A C T E D SQUE E G E E B E D D I N G C O M P A C T T O 9 5 % STAN D A R D P R O C T O R D E N S I T Y 2'-0" 2'-0" 6"6" 8" OD O R CON T R O L 3" FOR C EMAIN LIMITS OF BEDDING 6" 4'-6" TREN C H E X C A V A T I O N S H A L L B E SLO P E D , P R O T E C T E D , S H O R E D , OR BR A C E D I N C O M P L I A N C E W I T H OSHA A N D A L L G O V E R N I N G L O C A L , STAT E , A N D F E D E R A L R E G U L A T I O N S . 8" BUT T E R F L Y V A L V E REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r DRE S S E R S T Y L E C O U P L I N G / SOLID S L E E V E (TYP 2 P E R P I P E ) 2' 4' 4' 2' CONC T A N K FOOT I N G CONC T A N K / BLDG W A L L PIPE (SEE S P E C ) 1 PIPE F L E X I B I L I T Y D E T A I L NTS 5 PRE C A S T C O N C R E T E L I F T S T A T I O N D E T A I L NTS 6 SPL I T T E R B O X D E T A I L NTS 8" DIAOUTL E T S 8" DIAOUTLE T S INTE R N A L P L A N CL A FINIS H E D G R A D E 5'-4" 2" DIA PVC I N L E T 3'x3' F R P A C C E S S H A T C H 5' 5' SEC T I O N V I E W 11" 11" 6"3" 11" 1'-3" 3" 1' 36" S Q . F R P ACCE S S H A T C H 2" DIA PVC I N L E T 3' 3'x3' FR P A C C E S S HATC H , H I N G E D , LATCH E D & L O C K A B L E 5' 5'-6" EXT E R N A L P L A N 5' ELE V A T I O N V I E W (INS T A L L E D ) 2" CRO S S S E C T I O N VIEW O N " A " SCAL E : 2 X (2) 8" P V C PIPE S T U B S 8"Ø P V C PIPE S T U B 8"Ø P V C PIPE S T U B FRP E N C L O S U R E SELE C T B A C K F I L L (SEE N O T E 4 ) GASKE T E D A D J U S T A B L E V-NO T C H W E I R S WITH 5 / 1 6 " x 2 " S L O T S & 1 / 4 " x 1 1 / 2 " S.S. B O L T S W / N U T S & W A S H E R S 2'-4" 2'-6" 10" 1' 1'-3" 2"Ø PV C 9 0 ° E L B O W OVER F L O W B A F F L E UNDE R F L O W B A F F L E CEN T E R B R A C E PARTIT I O N 1'-4" 1' 1'-2" SPLITT E R B O X CONC R E T E P A D (SEE S I T E D W G S F O R D E T A I L S ) COMP A C T E D G R A N U L A R B A S E CL 2" D I A P V C INLE T INV E R T 2" D I A P V C INLE T INVER T FIBER G L A S S T A N K N O T E S : ALL P I P I N G T O B E S C H . 4 0 P V C U N L E S S O T H E R W I S E S P E C I F I E D . INTER N A L W A L L S & W E I R P L A T E S T O B E 1 / 4 " T H I C K F I B E R G L A S S . WEIR F L O W ( g p m ) = 6 4 7 . 6 x ( H ^ 2 . 5 ) [H = H E I G H T O F F L O W A B O V E V - N O T C H ( f t ) ] @ H = 5 " V - N O T C H F L O W = 7 2 . 6 G P M NOTE S F O R C O N T R A C T O R : 1. A L L E X T E R N A L C O N N E C T I O N S T O T H E T A N K M U S T B E F L E X I B L E . 2. S P L I T T E R B O X T O B E I N S T A L L E D L E V E L W I T H A C C E S S T O G R A D E . 3. I F I N S T A L L E D I N S E A S O N A L H I G H G R O U N D W A T E R C O N S U L T ENGI N E E R F O R A N C H O R I N G & C O N C R E T E P A D R E Q U I R E M E N T S . 4. F O R I N S T A L L A T I O N A N D B A C K F I L L I N G R E Q U I R E M E N T S C O N S U L T AND A D H E R E T O T H E F R P T A N K M A N U A L . FIBER G L A S S V E R T I C A L C Y L I N D R I C A L 5' DI R E C T B U R Y F L O W S P L I T T E R 7 1/2" 1'-2" 60.00 ° NOT E S : 1. T R E N C H I N G O P E R A T I O N S S H A L L BE IN C O N F O R M A N C E W I T H O S H A REGU L A T I O N S 5' PR E C A S T CON C R E T E MANH O L E SUBME R S I B L E PUMP (TYP 2 ) PUM P LIFTIN G C H A I N (TYP 2 ) PUMP GUIDE R A I L (TYP 2 ) 3" FOR C E M A I N T O WWTF B U I L D I N G 8" OD O R C O N T R O L AIR D U C T TO O D O R C O N T R O L SKID M A N I F O L D 8" FRO M BIOCLE R E U N I T S 3" CH E C K V A L V E (TYP 2 ) 3" UN I O N 3" TH R O T T L I N G VALV E ACC E S S H A T C H 3" FOR C E M A I N T O WWTF B U I L D I N G 8" OD O R C O N T R O L AIR D U C T TO O D O R C O N T R O L SKID M A N I F O L D 8" FR O M BIOCLE R E U N I T S 5' PRE C A S T CONC R E T E MAN H O L E SUBM E R S I B L E PUMP (TYP 2 ) PUMP LIFTI N G C H A I N (TYP 2 ) PUMP GUIDE R A I L (TYP 2 ) 3" THR O T T L I N G VALV E PLA N SEC T I O N WW - M 0 . 1 A. S U B S T I T U T I O N S : S U B S T I T U T I O N O F S P E C I F I E D E Q U I P M E N T W I L L B E A L L O W E D THROU G H A P R I O R A P P R O V A L P R O C E S S I N I T I A T E D B Y T H E C O N T R A C T O R . CONTR A C T O R S H A L L S U B M I T I N T E N D E D S U B S T I T U T I O N A T L E A S T F I V E D A Y S PRIOR T O B I D F O R A P P R O V A L F R O M E N G I N E E R . S U B M I T T A L S H A L L I N C L U D E CAPAC I T I E S , D I M E N S I O N S A N D O P E R A T I N G I N S T R U C T I O N S F O R E A C H P I E C E O F EQUIPM E N T . S U B S T I T U T I O N S H A L L O C C U R A T N O C O S T T O T H E O W N E R . CONTR A C T O R I S R E S P O N S I B L E F O R C O O R D I N A T I O N O F A P P R O V E D S U B S T I T U T I O N AND SH A L L I N C U R A L L C O S T S A S S O C I A T E D W I T H T H E S U B S T I T U T I O N I N C L U D I N G STRUC T U R A L M O D I F I C A T I O N S , S P A C E L A Y O U T A N D R E D E S I G N C O S T S . S E E A L S O DIVISIO N I G E N E R A L R E Q U I R E M E N T S . EXAMIN A T I O N O F S I T E , D R A W I N G S , S P E C I F I C A T I O N S : A. E X A M I N E C A R E F U L L Y T H E S I T E A N D C O N D I T I O N S O F T H E S I T E . P R O V I D E A L L NECES S A R Y E Q U I P M E N T A N D L A B O R T O I N S T A L L A C O M P L E T E W O R K I N G S Y S T E M WITHIN T H E S I T E C O N D I T I O N S . B. E X A M I N E T H E D R A W I N G S A N D S P E C I F I C A T I O N S A N D 5 D A Y S P R I O R T O BIDDIN G R E P O R T A N Y E R R O R S , O M I S S I O N S , I N C O N S I S T E N C I E S , A N D C O N F L I C T S TO THE E N G I N E E R T O B E R E M E D I E D I N A N A D D E N D U M T O T H E P R O J E C T P R I O R T O BID TIM E . C. D R A W I N G S A R E D I A G R A M M A T I C A N D C A T A L O G N U M B E R S G I V E N A R E F O R REFER E N C E O N L Y . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R V E R I F Y I N G THE CA P A C I T Y O F T H E E Q U I P M E N T M E E T S T H E D R A W I N G R E Q U I R E M E N T S A N D SHALL N O T D I M E N S I O N F R O M T H E M E C H A N I C A L , P L U M B I N G , O R P I P I N G DRAWI N G S . D. T H E L A T E S T A D O P T E D V E R S I O N S O F T H E I N T E R N A T I O N A L B U I L D I N G C O D E S SHALL B E U S E D A S R E Q U I R E D . T H I S W I L L A L S O I N C L U D E T H E L A T E S T A D O P T E D VERSIO N S O F T H E M E C H A N I C A L , P L U M B I N G , A N D E N E R G Y C O N S E R V A T I O N CODES . A L L M E T H O D S A N D M A T E R I A L S R E Q U I R E D B Y T H E S E C O D E S S H A L L B E REQUIR E D B Y T H E S E S P E C I F I C A T I O N S U N L E S S I N D I C A T E D O T H E R W I S E . O T H E R APPLIC A B L E L O C A L C O D E S A N D O R D I N A N C E S S H A L L B E A S R E Q U I R E D A N D I T SHALL B E T H E C O N T R A C T O R ’ S R E S P O N S I B I L I T Y T O B E K N O W L E D G E A B L E O F THESE R E Q U I R E M E N T S . E. W H E R E I N S T A L L A T I O N P R O C E D U R E S O R A N Y P A R T T H E R E O F A R E R E Q U I R E D TO BE I N A C C O R D A N C E W I T H T H E R E C O M M E N D A T I O N S O F T H E M A N U F A C T U R E R OF THE M A T E R I A L B E I N G I N S T A L L E D , P R I N T E D C O P I E S O F T H E S E RECOM M E N D A T I O N S S H A L L B E F U R N I S H E D T O T H E E N G I N E E R P R I O R T O INST A L L A T I O N . I N S T A L L A T I O N O F T H E I T E M W I L L N O T B E A L L O W E D T O P R O C E E D UNTIL T H E R E C O M M E N D A T I O N S A R E R E C E I V E D . F A I L U R E T O F U R N I S H T H E S E RECOM M E N D A T I O N S C A N B E C A U S E F O R R E J E C T I O N O F T H E M A T E R I A L . 44” M O U N T I N G H E I G H T A B O V E FINISH E D F L O O R T O C E N T E R O F D E V I C E AAMP S A.D. A C C E S S D O O R AAV A I R A D M I T T A N C E V A L V E ABV A B O V E AC A I R C O N D I T I O N I N G U N I T AC A B O V E C O U N T E R AD A R E A D R A I N ( S E E S Y M B O L S ) A.F.C. A B O V E F I N I S H E D C E I L I N G A.F.G. A B O V E F I N I S H E D G R A D E AIC A M P E R E I N T E R R U P T I N G CAPAC I T Y AFCI A R C F A U L T C I R C U I T INTE R R U P T E R S A.F.F. A B O V E F I N I S H E D F L O O R AHU A I R H A N D L I N G U N I T ALUM A L U M I N U M AP A C C E S S P A N E L O R D O O R ATS A U T O M A T I C T R A N S F E R S W I T C H AV A U D I O / V I D E O AVG A V E R A G E AWG A M E R I C A N W I R E G A G E BAS B U I L D I N G A U T O M A T I O N S Y S T E M BB B A S E B O A R D BD B A C K D R A F T D A M P E R BFP B A C K F L O W P R E V E N T O R BL B O I L E R BLDG B U I L D I N G BLW B E L O W BOB B O T T O M O F B E A M BOD B O T T O M O F D U C T BOP B O T T O M O F P I P E BSMT B A S E M E N T BTU B R I T I S H T H E R M A L U N I T C C H I L L E R CAFCI C O M B I N A T I O N A R C F A U L T CIRCUI T I N T E R R U P T E R S CAP C A P A C I T Y CB C I R C U I T B R E A K E R CBV C I R C U I T B A L A N C I N G V A L V E CCT C O R R E L A T E D C O L O R TEM P E R A T U R E CKT C I R C U I T CFH C U B I C F E E T P E R H O U R CFM C U B I C F E E T P E R M I N U T E CHWR C H I L L E D W A T E R R E T U R N CHWS C H I L L E D W A T E R S U P P L Y CI C A S T I R O N CL C E N T E R L I N E CLG C E I L I N G CMU C O N C R E T E M A S O N R Y U N I T CO C L E A N O U T COL C O L U M N COMP C O M P R E S S O R CONC C O N C R E T E COND C O N D E N S A T E CONN C O N N E C T I O N CONT C O N T I N U A T I O N CONTR C O N T R A C T O R CRI C O L O R R E N D E R I N G I N D E X CT C O O L I N G T O W E R CT C U R R E N T T R A N S F O R M E R CU C O N D E N S I N G U N I T CU C O P P E R CUH C A B I N E T U N I T H E A T E R CVB C O N S T A N T V O L U M E B O X CWR C O N D E N S E R W A T E R R E T U R N CWS C O N D E N S E R W A T E R S U P P L Y DB D R Y B U L B DEPT D E P A R T M E N T DF D R I N K I N G F O U N T A I N DIA D I A M E T E R DIAG D I A G R A M DIFF D I F F E R E N T I A L DISC H D I S C H A R G E DIV D I V I S I O N DN D O W N DS D U C T S I L E N C E R DWG D R A W I N G DX D I R E C T E X P A N S I O N (E) E X I S T I N G EA E X H A U S T A I R G R I L L E / R E G I S T E R EAT E N T E R I N G A I R T E M P E R A T U R E EC E L E C T R I C A L C O N T R A C T O R ECC E C C E N T R I C EF E X H A U S T F A N EFF E F F I C I E N C Y EL E L E V A T I O N ELEC E L E C T R I C ELEV E L E V A T O R EM E M E R G E N C Y F U N C T I O N ENT E N T E R I N G EMT E L E C T R I C M E T A L L I C T U B E EQ E Q U A L EQU I P E Q U I P M E N T EQU I V E Q U I V A L E N T ES E N D S W I T C H ESP E X T E R N A L S T A T I C P R E S S U R E ET E X P A N S I O N T A N K EWC E L E C T R I C W A T E R C O O L E R EWT E N T E R I N G W A T E R TEM P E R A T U R E EX E X H A U S T EXPA N E X P A N S I O N EXT E X T E R N A L F D E G R E E S F A H R E N H E I T FA F R E E A R E A FC F A N C O I L U N I T FC F O O T C A N D L E FCV F L O W C O N T R O L V A L V E FD F I R E D A M P E R FD F L O O R D R A I N FIN F I N I S H E D FLA F U L L L O A D A M P S FLEX F L E X I B L E FLR F L O O R FOB F L A T O N B O T T O M FOT F L A T O N T O P FP F I R E P R O T E C T I O N FP F I R E P U M P FPM F E E T P E R M I N U T E FPS F E E T P E R S E C O N D FS F L O W S W I T C H FSD F I R E / S M O K E D A M P E R FT F E E T FXC F L E X I B L E C O N N E C T I O N GND G R O U N D GA G A U G E GAL G A L L O N GALV G A L V A N I Z E D GEC G R O U N D E L E C T R O D E CON D U C T O R GFC I / G F I G R O U N D F A U L T C I R C U I T INTE R R U P T E R GC G E N E R A L C O N T R A C T O R GPH G A L L O N S P E R H O U R GPM G A L L O N S P E R M I N U T E GRS / L B G R A I N S P E R P O U N D H 2O W A T E R HB H O S E B I B B HD H E A D ( S E E S C H E D U L E S ) HP H E A T P U M P HP H O R S E P O W E R HR H O U R HT H E I G H T HTR H E A T E R HWR H E A T I N G W A T E R R E T U R N HWS H E A T I N G W A T E R S U P P L Y HX H E A T E X C H A N G E R HZ H E R T Z ID I N S I D E D I A M E T E R IG I S O L A T E D G R O U N D IN I N C H E S INV I N V E R T JBOX J U N C T I O N B O X K K E L V I N KW K I L O W A T T KVA K I L O V O L T - A M P S L L E N G T H LAT L E A V I N G A I R T E M P E R A T U R E LV L A V A T O R Y LB P O U N D LD L I N E A R D I F F U S E R LF L I N E A R F E E T LIN L I N E A R LIQ L I Q U I D LM L U M E N LRA L O C K E D R O T O R A M P S LV L O U V E R LVG L E A V I N G LWT L E A V I N G W A T E R T E M P E R A T U R E MBH T H O U S A N D S O F B T U P E R H O U R MC M E C H A N I C A L C O N T R A C T O R MCA M I N I M U M C I R C U I T A M P A C I T Y MCB M A I N C I R C U I T B R E A K E R MD M O T O R I Z E D D A M P E R MDP M A I N D I S T R I B U T I O N P A N E L MED M E D I U M MFR M A N U F A C T U R E R MIN M I N I M U M MISC M I S C E L L A N E O U S MLO M A I N L U G O N L Y MOCP M A X I M U M O V E R C U R R E N T PROT E C T I O N MTD M O U N T E D MUA M A K E - U P A I R U N I T N N E U T R A L NC N O R M A L L Y C L O S E D NEG N E G A T I V E NIC N O T I N C O N T R A C T NL N I G H T / S E C U R I T Y L I G H T - D O NOT S W I T C H NO N O R M A L L Y O P E N NOM N O M I N A L NTS N O T T O S C A L E OA O U T S I D E A I R OBD O P P O S E D B L A D E D A M P E R OC O N C E N T E R OCC O C C U P I E D OCP O V E R C U R R E N T P R O T E C T I O N OD O U T S I D E D I A M E T E R OL O V E R L O A D ORD O V E R F L O W R O O F D R A I N OZ O U N C E PBD P A R A L L E L B L A D E D A M P E R PD P R E S S U R E D R O P PH P H A S E POS P O S I T I V E P R E S S U R E POS P O I N T O F S A L E S PRV P R E S S U R E R E D U C I N G V A L V E PS P R E S S U R E S W I T C H PSI P O U N D S P E R S Q U A R E I N C H PT P R E S S U R E T R A N S M I T T E R PTAC P A C K A G E D T E R M I N A L A I R CONDI T I O N E R PV P L U G V A L V E PVC P O L Y V I N Y L C H L O R I D E QTY Q U A N T I T Y RA R E T U R N A I R G R I L L E / R E G I S T E R RCP R E F L E C T E D C E I L I N G P L A N RD R O O F D R A I N REL R E L I E F REQD R E Q U I R E D RF R E T U R N F A N RH R E L A T I V E H U M I D I T Y RHC R E H E A T C O I L RLA R A T E D L O A D A M P S RM R O O M RPM R E V O L U T I O N S P E R M I N U T E SA S U P P L Y A I R G R I L L E / R E G I S T E R SC S H O R T C I R C U I T SCA S H O R T C I R C U I T A V A I L A B L E SCCR S H O R T C I R C U I T C U R R E N T RATINGSCH S C H E D U L E SD S M O K E D A M P E R SEF S M O K E E X H A U S T F A N SF S U P P L Y F A N SH S E N S I B L E H E A T SH S H O W E R SP S T A T I C P R E S S U R E SPD S U R G E P R O T E C T I O N D E V I C E SPEC S P E C I F I C A T I O N SQ S Q U A R E SS S T A I N L E S S S T E E L SS S A F E T Y S H O W E R STD S T A N D A R D STL S T E E L SYS S Y S T E M TEMP T E M P E R A T U R E TR T R A N S F E R G R I L L E / R E G I S T E R TR T A M P E R R E S I S T A N T TT T E M P E R A T U R E T R A N S M I T T E R TTB T E L E C O M M U N I C A T I O N S TERMI N A L B A C K B O A R D TYP T Y P I C A L TX T R A N S F O R M E R UC U N D E R C U T D O O R UH U N I T H E A T E R UNO U N L E S S N O T E D O T H E R W I S E UNOCC U N O C C U P I E D UR U R I N A L V V O L T S VA V O L T A M P E R E VA V A L V E VAV V A R I A B L E A I R V O L U M E U N I T VFD V A R I A B L E F R E Q U E N C Y D R I V E VRF V A R I A B L E R E F R I G E R A N T F L O W VOLT V O L T A G E VTR V E N T T H R O U G H R O O F W W I D T H W W A T T S W/ W I T H W/O W I T H O U T WB W E T B U L B WC W A T E R C O L U M N WC W A T E R C L O S E T WG W A T E R G A U G E WP W E A T H E R P R O O F WPIU W E A T H E R P R O O F I N - U S E WSR W I T H S T A N D R A T I N G XFMR T R A N S F O R M E R SUBS T I T U T I O N S : RES P O N S I B L E D I V I S I O N : UNLES S O T H E R W I S E I N D I C A T E D A L L H E A T I N G , V E N T I L A T I N G , A I R C O N D I T I O N I N G , P L U M B I N G , AND O T H E R M E C H A N I C A L E Q U I P M E N T , M O T O R S , A N D C O N T R O L S S H A L L B E F U R N I S H E D , S E T IN P L A C E A N D W I R E D A S F O L L O W S : ITEM F U R N I S H E D S E T P O W E R C O N T R O L WIRED W I R E D EQUIP M E N T 2 3 2 3 2 6 - - COMB I N A T I O N M A G N E T I C MOTOR S T A R T E R S , M A G N E T I C MOTOR S T A R T E R S , V F D ' S A N D CONTA C T O R S 2 3 ( 1 ) 2 6 2 6 ( 2 ) 2 3 FUSED A N D U N F U S E D DISCO N N E C T S W I T C H E S , THERM A L O V E R L O A D S W I T C H E S AND H E A T E R S , M A N U A L M O T O R START E R S 2 6 2 6 2 6 - - MANUA L - O P E R A T I N G A N D MULTI- S P E E D S W I T C H E S 2 3 2 6 2 6 2 6 CONTR O L S , R E L A Y S , TRANS F O R M E R S 2 3 2 3 2 6 2 3 THERM O S T A T S ( L O W V O L T A G E ) AND T I M E S W I T C H E S 2 3 2 3 2 6 2 3 THERM O S T A T S ( L I N E V O L T A G E ) 2 3 2 3 2 6 2 6 TEMPE R A T U R E C O N T R O L P A N E L S 2 3 2 3 2 6 2 3 MOTOR A N D S O L E N O I D V A L V E S , DAMPE R M O T O R S , P E & E P SWITC H E S 2 3 2 3 ( 2 ) - - 2 3 ( 2 ) PUSH- B U T T O N S T A T I O N S AND P I L O T L I G H T S 2 3 2 3 ( 2 ) - - 2 3 ( 2 ) HEATIN G , C O O L I N G , VENTI L A T I O N A N D A I R CONDI T I O N I N G C O N T R O L S 2 3 2 3 2 6 2 3 EXHAU S T F A N S W I T C H E S 2 3 2 6 2 6 2 3 ( 2 ) SUBSC R I P T F O O T N O T E S : 1. M O T O R S T A R T E R T O I N C L U D E C O N T R O L T R A N S F O R M E R , H O A S W I T C H , ( 1 ) N O A N D ( 1 ) N C AUXI L I A R Y C O N T A C T , A N D “ O N ” A N D “ O F F ” P I L O T L I G H T S . 2. I F I T E M I S F O R L I N E V O L T A G E , S E T I N P L A C E A N D C O N N E C T U N D E R D I V I S I O N 2 6 . W H E R E FACT O R Y M O U N T E D O N E Q U I P M E N T O R A T T A C H E D T O P I P I N G O R D U C T S A N D U S I N G L I N E VOLT A G E F U R N I S H A N D S E T U N D E R D I V I S I O N 2 3 , C O N N E C T U N D E R D I V I S I O N 2 6 . ABB R E V I A T I O N S : SECTI O N T H R O U G H R E T U R N D U C T SECTI O N T H R O U G H S U P P L Y O R O U T S I D E A I R D U C T SUPPL Y O R O U T S I D E A I R D U C T ACCES S D O O R ( B O T T O M O R S I D E ) ACOU S T I C A L L Y L I N E D D U C T FIRE D A M P E R , S M O K E D A M P E R , F I R E / S M O K E D A M P E R MANU A L V O L U M E D A M P E R INC L I N E D D R O P I N D I R E C T I O N O F A R R O W INC L I N E D R I S E I N D I R E C T I O N O F A R R O W TRANS I T I O N , R E C T A N G U L A R T O R O U N D FLEXIB L E D U C T IN-L I N E F A N TRANS I T I O N , R E C T A N G U L A R SPIN-I N C O L L A R I N T O A D A P T E R O N T O P O F D U C T CEILIN G S U P P L Y A I R R E G I S T E R / G R I L L E SIDEW A L L S U P P L Y A I R R E G I S T E R ( S R ) ELBOW T U R N E D D O W N ELBOW T U R N E D U P ELBOW , R A D I U S T Y P E ELBOW , S Q U A R E O R R E C T A N G U L A R T Y P E WITH A I R F O I L T U R N I N G V A N E S CEILIN G R E T U R N A I R R E G I S T E R ( R R ) OPEN E N D D U C T FLEXIB L E C O N N E C T I O N SIDEW A L L R E T U R N A I R R E G I S T E R ( R R ) VD FXC R R D D PIPE D R O P P I N G D O W N PIPE R I S I N G U P DIREC T I O N O F F L O W RELIEF / S A F E T Y V A L V E FLOW M E T E R - V E N T U R I FLOW M E T E R - O R I F I C E AUTOM A T I C A I R V E N T ( E X T E N D AUTOM A T I C F I L L V A L V E DISCH A R G E T O D R A I N ) MANUA L A I R V E N T CONC E N T R I C R E D U C E R ECCE N T R I C R E D U C E R STEA M L E A K D E T E C T O R TPVSCBV R D STRAI N E R MV AV GAS C O C K AQU A S T A T VB VAC U U M B R E A K E R EXP A N S I O N L O O P GAS PR E S S U R E STE A M T R A P ANCHO R EJ TTFS THPT/PSG PRE S S U R E S W I T C H & SY P H O N ( S T E A M ) GAUGE C O C K TRA N S M I T T E R O R THE R M O M E T E R EXPAN S I O N J O I N T TEM P E R A T U R E FLO W S W I T C H GUIDE A DIREC T I O N O F P I T C H - R I S E O R DROP STRAIN E R W I T H B L O W OFF VA L V E UNIO N - S C R E W E D O R F L A N G E D FLOA T O P E R A T E D CO CD T CARB O N M O N O X I D E CARB O N D I O X I D E THE R M O S T A T CON T R O L V A L V E REGUL A T O R TRA N S M I T T E R PRE S S U R E GAUGE W I T H FSD FIRE S M O K E D A M P E R RELIE F V A L V E SOLE N O I D V A L V E TEMP E R A T U R E / P R E S S U R E DIAPH R A G M V A L V E BALA N C I N G V A L V E BALL V A L V E GLOB E V A L V E , A N G L E GATE V A L V E , A N G L E LIFT C H E C K V A L V E SWIN G C H E C K V A L V E GATE V A L V E BUTT E R F L Y V A L V E PLUG V A L V E GLOB E V A L V E CIRCU I T S E T T I N G BALA N C I N G V A L V E THRE E W A Y C O N T R O L V A L V E TWO W A Y C O N T R O L V A L V E PRES S U R E R E D U C I N G VALV E ( P R V ) EXIST I N G E Q U I P M E N T O R PIPE T O B E R E M O V E D . CS C O N D E N S E R W A T E R S U P P L Y CR C O N D E N S E R W A T E R R E T U R N R R E F R I G E R A N T L I Q U I D A N D V A P O R L I N E RS R E F R I G E R A N T S U C T I O N / V A P O R HWS H O T W A T E R S U P P L Y HWR H O T W A T E R R E T U R N HPS H E A T P U M P S U P P L Y HPR H E A T P U M P R E T U R N V V E N T P I P I N G D D R A I N G N A T U R A L G A S SMS S N O W M E L T S U P P L Y SMR S N O W M E L T R E T U R N CHWS C H I L L E D W A T E R S U P P L Y CHWR C H I L L E D W A T E R R E T U R N LIN E D E S I G N A T I O N S Y M B O L S MECH A N I C A L E L E M E N T S / V A L V I N G SMOK E D A M P E R FIRE / S M O K E D A M P E R FSDSD RH R E F R I G E R A N T H I G H P R E S S U R E V A P O R CA C O M P R E S S E D A I R FD - S D - FS D SECTI O N T H R O U G H E X H A U S T A I R D U C T HXS AIR VE N T HYDR A U L I C S E P A R A T O R AIR SE P A R A T O R HEAT E X C H A N G E R DIGITA L S E N S O R OR PUM P HVAC & D U C T W O R K S Y M B O L S POIN T O F C O N N E C T I O N O F N E W T O E X I S T I N G MECHANICAL - COVER SHEET © Boulde r ● F o r t C o l l i n s ● W i n t e r P a r k Glenw o o d S p r i n g s ● D e n v e r Bigh o r n C o n s u l t i n g Eng i n e e r s , I n c . Mecha n i c a l & Electri c a l Engine e r s 386 Ind i a n R o a d Grand J u n c t i o n , C O 8 1 5 0 1 Phone ( 9 7 0 ) 2 4 1 - 8 7 0 9 LV1 EF1 16"X1 6 " D U C T T H R O U G H W A L L . T O EXHAU S T F A N . P R O V I D E W I T H MOTO R I Z E D B A C K D R A F T D A M P E R . EF2 EUH1 EBB2 WW - M 1 . 1 MECHANICAL - FLOOR PLAN MEC H A N I C A L - F L O O R P L A N SCAL E : NOR T H SCAL E : 1/2" = 1 ' - 0 " ©Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r Bigh o r n C o n s u l t i n g Eng i n e e r s , I n c . Mech a n i c a l & Electr i c a l Engin e e r s 386 In d i a n R o a d Grand J u n c t i o n , C O 8 1 5 0 1 Phone ( 9 7 0 ) 2 4 1 - 8 7 0 9 WW - M 1 . 2 MECHANICAL DETAILS AND SCHEDULES EXH A U S T F A N S C H E D U L E EQUIP M E N T N O . SER V I C E L O C A T I O N C F M EXTE R N A L S T A T I C P R E S S ( I N . W.G.) MOTO R MANU F A C T U R E R & M O D E L OPTIO N S / A C C E S S O R I E S WATT S H P R P M V O L T / P H / H Z EF-1 SPAC E E X H A U S T W A L L 470 0 . 2 - 0.10 1 7 2 5 120/ 1 / 6 0 G R E E N H E C K C U E - 0 9 0 - V G N O T E - 1 EF-2 R E S T R O O M E X H A U S T W A L L 70 0 . 3 5 1 0 0 . 0 0 - 2660 120/ 1 / 6 0 B R O A N 5 1 2 M N O T E - 2 NOT E S : 1. PR O V I D E W I T H W A L L M O U N T I N G F R A M E , V A R I G R E E N E C M O T O R , 0 - 1 0 V C O N T R O L , M O T O R I Z E D B A C K D R A F T D A M P E R , I N T E R L O C K W I T H L V - 1 . 2. PR O V I D E W I T H W A L L S W I T C H , I N T E G R A L B I R D S C R E E N , 6 " D U C T , E X T E R I O R W A L L C A P W I T H B A C K D R A F T D A M P E R . ELE C T R I C B A S E B O A R D S C H E D U L E EQUIP M E N T N O . SERV I C E L O C A T I O N LENG T H (FT) HEAT O U T P U T (BTU ) MOTO R MANU F A C T U R E R & M O D E L F I N I S H O P T I O N S / A C C E S S O R I E S WATT S A M P S V . / P H . / C Y . EBB - 1 R E S T R O O M H E A T R E S T R O O M 4 3,41 2 1000 4 . 8 208 / 1 / 6 0 QMA R K - Q M K C 2 5 0 4 W WHITE N O T E - 1 1. PR O V I D E W I T H T H E R M A L O V E R L O A D P R O T E C T I O N , R E M O T E T H E R M O S T A T , M O U N T I N G H A R D W A R E . LOU V E R S C H E D U L E EQU I P M E N T N O . SERV I C E WIDTH ( I N ) H E I G H T ( I N ) T H I C K N E S S O F W A L L ( I N ) MATE R I A L I N S E C T / B I R D S C R E E N M A N U F A C T U R E R & M O D E L O P T I O N S / A C C E S S O R I E S LV-1 INT A K E 24 16 REF A R C H ALU M I N U M BIRD G R E E N E H C K E S D 6 3 5 N O T E - 1 NO T E S : 1. P R O V I D E M O T O R I Z E D D A M P E R , H O U S I N G A N D B I R D S C R E E N . NOT T O S C A L E EXPO S E D L I N K A G E CAULK & S E A L ALL A R O U N D FIXE D B L A D E I N T A K E / E X H A U S T LOU V E R BIRD S C R E E N FIXE D B L A D E L O U V E R & M O T O R I Z E D D A M P E R D E T A I L MOTO R I Z E D A C T U A T O R EXTE R I O R W A L L AMCA 5 0 0 D L O W L E A K A G E MOTO R I Z E D D A M P E R N.T.S. CEN T R I F U G A L W A L L E X H A U S T D E T A I L NOTE : INST A L L A T I O N P R O C E D U R E S WITH M A N U F A C T U R E R S WALL I N A C C O R D A N C E MOUN T A N D S E C U R E T O EXHA U S T D U C T WAL L E X H A U S T E R CEN T R I F U G A L CAUL K / S E A L W E A T H E R T I G H T EXTE R I O R W A L L © Bould e r ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r Big h o r n C o n s u l t i n g Eng i n e e r s , I n c . Mecha n i c a l & Electr i c a l Engin e e r s 386 In d i a n R o a d Grand J u n c t i o n , C O 8 1 5 0 1 Phone ( 9 7 0 ) 2 4 1 - 8 7 0 9 ELE C T R I C U N I T H E A T E R S C H E D U L E EQU I P M E N T NO. SER V I C E C F M H P R P M B T U / H R K W AIR T E M P . RISE ( F ) FULL L O A D AMPS ( F L A ) V/PH / H Z WEIG H T ( L B S ) MAN U F A C T U R E R & M O D E L OPTIO N S / A C C E S S O R I E S EUH - 1 SPAC E H E A T 500 1/10 1,550 3 2 , 7 5 5 10 6 3 4 7 . 8 208/1 / 6 0 60 QMA R K - I U H - 1 0 2 0 NOTE - 1 NOTE S : PROV I D E W I T H C E I L I N G M O U N T I N G H A R D W A R E , I N T E G R A L T H E R M A L O V E R L O A D P R O T E C T I O N , W A L L M O U N T E D T H E R M O S T A T , F A N G A U R D . INSU L A T E D M E T A L P A N E L OVE R 8 " G I R T S , F R A M E OPE N I N G P E R P E M B D E T A I L S WH1 LV-1 SK-1 WC-1 3/4"Ø 3/4"Ø 3/4"Ø1/2"Ø 1/2"Ø 3/4"Ø 1/2"Ø 4"Ø FD-1 3"Ø 4"Ø 4"Ø COTGCOTG SANI T A R Y W A S T E EXIS T S B U I L D I N G . S E E CIVIL F O R CON T I N U A T I O N . 3/4" D O M E S T I C W A T E R ENT R Y . S E E C I V I L F O R CONT I N U A T I O N . 3/4"Ø 3/4"Ø 3"Ø 3"ØFD-1 1-1/2"Ø 1/2"Ø 1/2"Ø WW - M P 1 . 1 PLUMBING FLOOR PLAN © Boulde r ● F o r t C o l l i n s ● W i n t e r P a r k Glenw o o d S p r i n g s ● D e n v e r Bigh o r n C o n s u l t i n g Eng i n e e r s , I n c . Mecha n i c a l & Electri c a l Engine e r s 386 In d i a n R o a d Grand J u n c t i o n , C O 8 1 5 0 1 Phone ( 9 7 0 ) 2 4 1 - 8 7 0 9 PLU M B I N G - F L O O R P L A N SCALE : NORTH SCALE : 1/2" = 1 ' - 0 " WW - M P 1 . 2 PLUMBING FLOOR PLAN © Boulde r ● F o r t C o l l i n s ● W i n t e r P a r k Glenw o o d S p r i n g s ● D e n v e r Bigh o r n C o n s u l t i n g Eng i n e e r s , I n c . Mecha n i c a l & Electri c a l Engine e r s 386 Ind i a n R o a d Grand J u n c t i o n , C O 8 1 5 0 1 Phone ( 9 7 0 ) 2 4 1 - 8 7 0 9 PLUM B I N G F I X T U R E S C H E D U L E FIXTU R E N O . D E S C R I P T I O N M A N U F A C T U R E R M O D E L T R I M PIPIN G C O N N E C T I O N S OPTI O N S - A C C E S S O R I E S S/W V E N T C . W . H W FD- 1 F L O O R D R A I N J . R . S M I T H 2005 4" 2 " - - PROV I D E N I C K E L B R O N Z E S T R A I N E R , M E C H A N I C A L T R A P S E A L E Q U I V A L E N T T O J . R . S M I T H Q U A D CLOS E T R A P S E A L A S S E 1 0 7 2 R A T E D . LV- 1 A D A W A L L M O U N T E D L A V A T O R Y A M E R I C A N S T A N D A R D 355.0 1 3 PRO V I D E I N F R A R E D . 3 5 G P M A D A B A T T E R Y OPE R A T E D F A U C E T E Q U I V A L E N T T O A M E R I C A N STAN D A R D - 6 0 5 5 . 2 0 4 1 1/2 " 1 1 / 2 " 1 / 2 " 1 / 2 " ADA W A L L M O U N T E D L A V A T O R Y . P R O V I D E W I T H 1 / 4 T U R N S , L O C A L T H E R M O S T A T I C M I X I N G VALV E , C H R O M E W A L L E S C U T C H E O N S , . 3 5 G P M I N F R A R E D B A T T E R Y O P E R A T E D F A U C E T , W A L L CARR I E R , P - T R A P A N D G U A R D . SK-1 1 C O M P A R T M E N T S I N K E L K A Y S S 8 1 2 4 2 E L K A Y U T I L I T Y F A U C E T L K 9 4 0 B R 0 7 T 4 H 1 1 / 2 " 1 1 / 2 " 1 / 2 " 1 / 2 " PROV I D E W I T H P - T R A P , 3 - 1 / 2 " D R A I N G R A T E , D O M E S T I C W A T E R I S O L A T I O N V A L V E S . WC-1 A D A W A T E R C L O S E T P R O F L O PF19 0 6 W H 1.28 G P F E L E O N G A T E D T A N K T Y P E T O I L E T 4 " 2 " 1 - 1 / 2 " - PROV I D E W I T H V A C U U M B R E A K E R , W A T E R H A M M E R A R R E S T O R , D E D I C A T E D I S O L A T I O N V A L V E , CHRO M E W A L L E S C U T C H E O N A T P I P I N G - W A L L P E N E T R A T I O N , E L O N G A T E D S E A T , E P D M S E A L , WATE R S E N S E E P A R A T I N G . C O O R D I N A T E F I N A L C O L O R S E L E C T I O N W I T H A R C H I T E C T P R I O R T O ORDE R I N G . INST A N T A N E O U S E L E C T R I C W A T E R H E A T E R S C H E D U L E EQUI P M E N T N O . REC O V E R Y @ 5 6 D E G . F . R I S E MIN. W A T E R F L O W G P M B T U / H K W W A T E R C O N N . V / P H / H Z MANU F A C T U R E R & M O D E L OPTI O N S / A C C E S S O R I E S WH-1 0.5 0 . 2 1 3 9 8 9 4.1 3 / 4 " 2 0 8 / 1 / 6 0 E E M A X S P E X 4 2 0 8 T M L N O T E - 1 NOT E S : 1. UN I T S H A L L H A V E A B S - U L 9 4 5 V A R A T E D C O V E R . U N I T S H A L L H A V E 0 . 2 G P M T U R N O N . U N I T S H A L L A L L O W M O U N T I N G I N A N Y D I R E C T I O N . E L E M ENT S H A L L B E R E P L A C E A B L E C A R T R I D G E INSE R T . U N I T S H A L L H A V E R E P L A C E A B L E F I L T E R I N T H E I N L E T C O N N E C T O R . E L E M E N T S H A L L B E I R O N F R E E , N I C K E L C H R O M E M A T E R I A L . T A N K L E S S WAT E R H E A T E R T O U T I L I Z E C O M P L E X ALG O R I T H M , A C T I V E L Y M A N A G I N G P O W E R A P P L I C A T I O N T O R E A L T I M E S Y S T E M D E M A N D . I N T E G R A T E D F L O W M E T E R , A L O N G W I T H I N L E T A N D O U T L E T T EMPE R A T U R E S E N S O R S P R O V I D E D A T A WHICH A L L O W S T H E U N I T T O I N S T A N T L Y A D A P T T O V A R I A T I O N S I N I N P U T P A R A M E T E R S . H E A T E R S H A L L B E F I T T E D W I T H 3 / 8 ” C O M P R E S S I O N F I T T I N GS TO E L I M I N A T E N E E D F O R S O L D E R I N G . MAXIM U M O P E R A T I N G P R E S S U R E O F 1 5 0 P S I . A C C E S S I B L E D I A G N O S T I C F E A T U R E S T O I N C L U D E E R R O R / F A U L T D I S P L A Y SUPPL Y P I P E S U P P O R T F O R WALL O R C A B I N E T M T D . LAV A T O R Y O R S I N K NAIL T O W O O D F R A M I N G . SCRE W T O M E T A L S T U D . LAVA T O R I E S / S I N K S PIPE T O T H E B R A C K E T . COPP E R P L A T E D B R A C K E T W I T H 1 / 2 " HOLE S O N 2 " C E N T E R S . S P O T S O L D E R MET A L S T U D O R WOO D F R A M I N G NOT T O S C A L E LAV . / S I N K P I P E S U P P O R T D E T A I L PIPE T O T H E B R A C K E T . OR 3 / 4 " C O P P E R P I P E . S P O T S O L D E R COP P E R P L A T E D B R A C K E T F O R 1 / 2 " TANK T Y P E W A T E R C L O S E T O R H O S E B I B B SCRE W T O M E T A L S T U D . NAIL T O W O O D F R A M I N G . TAN K T A N K F L O O R M T D SUP P L Y P I P E S U P P O R T F O R WATER C L O S E T WOOD F R A M I N G META L S T U D O R NOT T O S C A L E WAT E R C L O S E T P I P E S U P P O R T D E T A I L ADJU S T M E N T T O F I N I S H ADJU S T A B L E C O L L A R W I T H P-TR A P 4" DE E P S E A L 1-5/8 " T O 2 - 3 / 4 " FLOO R . MEMB R A N E A N C H O R F L A N G E FD-A ( N I C K E L B R O N Z E G R A T E ) REFE R T O P L U M B I N G A C C E S S O R I E S SPEC I F I C A T I O N S . MEMB R A N E F L A S H I N G A S R E Q . FINIS H F L O O R O R T I L E NOT T O S C A L E TOI L E T A R E A F L O O R D R A I N BRAS S C L E A N O U T COUN T E R S U N K FINIS H E D G R A D E 16"SQ U A R E C O N C . SMOO T H A N D E D G E . 1/8 C . I . B E N D C.I. W A S T E L I N E . LENG T H T O S U I T . CLEA N O U T O C C U R S AT EN D O F L I N E . WAST E L I N E 1/8 B E N D I F PAD T R O W E L PLUG W / HEAD . NOT T O S C A L E CLE A N O U T T O G R A D E DIRECT C U R R E N T DAMPE R M O T O R , D E M A N D M E T E R DOUBL E P O L E D O U B L E T H R O W DOUBL E P O L E S I N G L E T H R O W DIFFER E N T I A L P R E S S U R E S W I T C H DISCON N E C T S W I T C H ELEC T R I C O P E R A T O R F O R C O N T R O L D A M P E R O R V A L V E ELEC T R I C A L M A N H O L E ELAP S E D T I M E M E T E R EXIS T I N G FOR W A R D FLOW S W I T C H GREEN , G R O U N D GROUN D F A U L T I N T E R R U P T E R GEARE D L I M I T S W I T C H GROUN D W I R E , # 8 - A W G HIGH, H U M I D I S T A T HANDH O L E HIGH M O T O R T E M P E R A T U R E HAND-O F F - A U T O HAND-O F F - R E M O T E HORSE P O W E R HIGH W A T E R C U T O F F HERTZ ( C Y C L E ) ABB R E V I A T I O N S VV SCH E M A T I C S Y M B O L S GRO U N D C O N D U C T O R . UNDE R G R O U N D C O N C R E T E E N C A S E D E L E C T R I C A L B A N K ROUT E D B E N E A T H S L A B - O N - G R A D E . UNDE R G R O U N D C O N D U I T . LIGH T I N G F I X T U R E P O W E R E D F R O M L I G H T I N G P A N E L L P A , CIRC U I T 4 LIGH T I N G F I X T U R E P O W E R E D F R O M L I G H T I N G P A N E L L P 2 , CIRC U I T 2 ( N O N - S W I T C H E D . ) REC E P T A C L E P O W E R E D F R O M L I G H T I N G P A N E L L P 1 , C I R C U I T 3 . FLUO R E S C E N T F I X T U R E . R E F E R T O N U M B E R O R L E T T E R I N FIXT U R E S C H E D U L E . LIGH T I N G F I X T U R E . R E F E R T O N U M B E R O R L E T T E R I N F I X T U R E SCH E D U L E . TYP. F O R H O M E R U N T O B E R O U T E D T O L I G H T I N G P A N E L L 2 A N D C O N N E C T E D T O CIRCU I T # 5 ( M I N I M U M N O . 1 2 A W G C O N D U C T O R S & 3 / 4 " C O N D U I T . ) COND U I T P L U G G E D F L U S H , C O N D U I T C A P P E D . COND U I T T U R N I N G U P , C O N D U I T T U R N I N G D O W N . COND U I T C O N C E A L E D . COND U I T E X P O S E D . CON D U I T & W I R I N G I N S T A L L A T I O N L E G E N D CURR E N T T R A N S F O R M E R . POTE N T I A L T R A N S F O R M E R . SIZE 2 C O M B I N A T I O N M A G N E T I C M O T O R S T A R T E R , REVE R S I N G O R 2 S P E E D . 1111 AMBER , A M P E R E , A L A R M ALTER N A T I N G C U R R E N T ADJUS T A B L E F R E Q U E N C Y D R I V E ABOVE F I N I S H E D F L O O R AMMET E R AUTOM A T I C T H R O W O V E R AMERI C A N W I R E G A U G E CLOSE , C O U N T E R , C O N T A C T O R CAPAC I T O R CIRCU I T B R E A K E R CONTR O L D A M P E R CIRCU I T CHLOR I N E CONTR O L P A N E L CONTR O L P O W E R T R A N S F O R M E R CONTR O L S T A T I O N CYCLE T I M E R , C U R R E N T T R A N S F O R M E R CYCLE T I M E R M O T O R CONDU C T O R , Q T Y . 2 CONDU I T , 4 " DCDMDPDTDPSTDPSDS EEMHETMEX FFSGGFIGLS#8GHHHHMTHOAHORHPHWC O HZAACAFDAFFAMATOAWGCCAPCBCDCKTCL2CPCPTCSCTCTM2/C4"C SWI T C H & O U T L E T S Y M B O L S 480V, 3 P H A S E W E L D I N G R E C E P T A C L E , TYPICA L A M P E R E R A T I N G N O T E D 240V, 1 P H A S E R E C E P T A C L E , T Y P I C A L A M P E R E RATING N O T E D DUPLE X R E C E P T A C L E 1 2 0 V O L T EXPLO S I O N P R O O F S W I T C H , A = S W I T C H D E S I G N A T I O N KEY OP E R A T E D S W I T C H , A = S W I T C H D E S I G N A T I O N WEATH E R P R O O F S W I T C H , A = S W I T C H D E S I G N A T I O N PRESS U R E S W I T C H ( O P E N I N G O N R I S I N G P R E S S U R E ) PRESS U R E S W I T C H ( C L O S I N G O N R I S I N G P R E S S U R E ) FOUR- W A Y S W I T C H , A = S W I T C H D E S I G N A T I O N THREE - W A Y S W I T C H , A = S W I T C H D E S I G N A T I O N TWO P O L E S W I T C H , A = S W I T C H D E S I G N A T I O N SINGLE P O L E S W I T C H , A = S W I T C H D E S I G N A T I O N PP FUSE A N D D I S C O N N E C T S W I T C H . HIGH V O L T A G E D R A W O U T C O N T A C T O R . LOW V O L T A G E D R A W O U T A I R C I R C U I T B R E A K E R . SIZE 4 C O M B I N A T I O N M A G N E T I C M O T O R S T A R T E R . LOW V O L T A G E A I R C I R C U I T B R E A K E R , 3 P O L E , 2 0 A M P E R E . HIGH V O L T A G E D R A W O U T A I R O R V A C U U M C I R C U I T B R E A K E R . INDICA T E S T H A T A L L O R P A R T O F C I R C U I T M A Y B E R O U T E D I N D U C T BANK O R U N D E R G R O U N D . C O N D U I T S I Z E S H O W N O N O N E - L I N E I S ABOV E G R O U N D A N D / O R I N S I D E O F S T R U C T U R E . S E E D U C T B A N K SCHE D U L E A N D S E C T I O N S F O R C O N D U I T S I Z E O F U N D E R G R O U N D PORT I O N O F C I R C U I T . ONE-L I N E S H O W I N G P O W E R A N D C O N T R O L T O A P A C K A G E U N I T , A S FOR E X A M P L E A S T E A M G E N E R A T O R O R A N A I R H A N D L I N G U N I T , S H A L L IMPLY T H A T A N Y A N D A L L A S S O C I A T E D E Q U I P M E N T S H A L L A L S O B E INSTA L L E D A N D W I R E D A S R E Q U I R E D B Y T H E E Q U I P M E N T F U R N I S H E D . 20 HP M O T O R C O N N E C T I O N V I A C I R C U I T N O . 2 2 W I T H 3 # 8 I N S U L A T E D COND U C T O R S , 1 # 1 0 B A R E G R O U N D W I R E A L L I N 2 " C O N D U I T . TRAN S F O R M E R W I T H P R I M A R Y / S E C O N D A R Y V O L T A G E , K V A R A T I N G , AND E Q U I P M E N T L A B E L I N G A S N O T E D . ONE - L I N E D I A G R A M L E G E N D AUX I L I A R Y I T E M S MAY N O T B E S H O W N COMP L E T E L Y 480Y/2 7 7 , 3 - P H A S E 1500K V A 3Ø, 60 H Z NORM A L L Y C L O S E D P U S H B U T T O N OLMS FUSE FLOAT S W I T C H ( O P E N I N G O N R I S I N G L E V E L ) FLOAT S W I T C H ( C L O S I N G O N R I S I N G L E V E L ) CONTR O L P O W E R T R A N S F O R M E R OVER L O A D MANU A L S T A R T E R SWITC H NORM A L L Y O P E N G E A R E D L I M I T S W I T C H NORM A L L Y C L O S E D G E A R E D L I M I T S W I T C H MAINT A I N E D P U S H B U T T O N IND I C A T I N G L I G H T NORM A L L Y O P E N P U S H B U T T O N START E R , C O N T A C T O R O R R E L A Y C O I L NORM A L L Y C L O S E D C O N T A C T NORM A L L Y O P E N C O N T A C T WIRE C O N N E C T I O N P O I N T CLASS 1 , D I V I S I O N 1 A R E A A S D E F I N E D B Y N E C . A L L E Q U I P M E N T A N D C O N D U I T S Y S T E M S S H A L L B E R A T E D F O R USE IN T H I S A R E A . DIFF E R E N T I A L P R E S S U R E S W I T C H ( N O R M A L L Y C L O S E D , O P E N I N G O N INCR E A S I N G D I F F . ) ONE-LI N E D I A G R A M S S H O W C I R C U I T I D E N T I F I C A T I O N , W I R E Q U A N T I T Y A N D S I Z E S , A N D C O N D U I T S I Z E WITHIN S T R U C T U R E S . O N E - L I N E D I A G R A M S A L S O I N D I C A T E O R I G I N A N D D E S T I N A T I O N O F C I R C U I T S , A N D IDEN T I F Y C I R C U I T S R O U T E D U N D E R G R O U N D . FOR C I R C U I T S W I T H O U T U N D E R G R O U N D P O R T I O N S , B U I L D I N G F L O O R P L A N S S H O W L O C A T I O N O F EQUIPM E N T F O R D E T E R M I N I N G C I R C U I T L E N G T H W I T H I N T H E S T R U C T U R E . F O R C I R C U I T S W I T H UNDER G R O U N D P O R T I O N S , A N T I C I P A T E D P E N E T R A T I O N O F U N D E R G R O U N D C O N D U I T S A R E S H O W N O N STRUC T U R E P L A N S F O R D E T E R M I N I N G T H E L E N G T H O F I N - S T R U C T U R E P O R T I O N S O F C I R C U I T S . B U I L D I N G FLO O R P L A N S M A Y A L S O S H O W H O M E R U N S F O R L I G H T I N G , R E C E P T A C L E , A N D O T H E R M I S C E L L A N E O U S EQUIPM E N T C I R C U I T S . SITE P L A N S I N D I C A T E T H E G E N E R A L R O U T I N G O F U N D E R G R O U N D C O N D U I T S A N D D U C T B A N K S . C I R C U I T S ROUTE D I N U N D E R G R O U N D C O N D U I T S O R D U C T B A N K S A R E I N D I C A T E D I N D U C T B A N K S E C T I O N S REFER E N C E D O N T H E S I T E P L A N . DUCT B A N K S E C T I O N S A N D S C H E D U L E S I D E N T I F Y C O N D U I T S I Z E , C O N D U I T M A T E R I A L , A R R A N G E M E N T O F THE UN D E R G R O U N D C O N D U I T S , A N D C I R C U I T S R O U T E D I N E A C H U N D E R G R O U N D C O N D U I T . SOLID L I N E S I N D I C A T E N E W W O R K O R E Q U I P M E N T . DOTTE D L I N E S I N D I C A T E E X I S T I N G W O R K O R E Q U I P M E N T . DASHE D L I N E S I N D I C A T E F U T U R E W O R K O R E Q U I P M E N T . THIS I S A G E N E R A L L E G E N D S H E E T . S O M E S Y M B O L S A N D A B B R E V I A T I O N S M A Y N O T B E U T I L I Z E D O N T H I S SPECI F I C P R O J E C T . INF O R M A T I O N R E L A T E D T O C I R C U I T I D E N T I F I C A T I O N , W I R E & C O N D U I T S I Z E S , A N D R O U T I N G , I S O N T H E FOLLO W I N G D R A W I N G T Y P E S . GENE R A L N O T E S 1. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R R O U T I N G A L L C O N D U I T S N O T S H O W N O N T H E PLANS . T H I S S H A L L I N C L U D E A L L C O N D U I T S S H O W N O N T H E O N E - L I N E S A N D H O M E - R U N S S H O W N O N THE PL A N D R A W I N G S . C O N D U I T S S H A L L B E R O U T E D A S D E F I N E D I N T H E S P E C I F I C A T I O N S . 2. S P A R E W I R E S S H A L L B E T A P E D A N D C O I L E D . 3. I F E Q U I P M E N T S U P P L I E D B Y M A N U F A C T U R E R H A S A L A R G E R L O A D T H A N V A L U E S H O W N , T H E C A B L E CONDU I T A N D E L E C T R I C A L E Q U I P M E N T S H A L L B E E N L A R G E D , A S R E Q U I R E D , T O A C C O M M O D A T E THE HI G H E R V A L U E . 4. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R F U R N I S H I N G P R O P E R L Y S I Z E D S T A R T E R OVERL O A D S F O R E Q U I P M E N T F U R N I S H E D . 5. L I G H T I N G A N D R E C E P T A C L E C I R C U I T S D E S I G N A T E D O N T H E F L O O R P L A N S A R E N O T S H O W N O N T H E ONE-L I N E S . C O N D U C T O R S F O R L I G H T I N G , R E C E P T A C L E S , A N D M I S C E L L A N E O U S 1 2 0 V A C C I R C U I T S SHALL B E M I N I M U M N O . 1 2 A W G . C O N D U I T F O R L I G H T I N G , R E C E P T A C L E S , A N D M I S C E L L A N E O U S 120V A C C I R C U I T S S H A L L B E M I N I M U M 34". 6. I N A R E A S W H E R E T H E R E A R E O V E R H E A D B R I D G E C R A N E S , H O I S T S , E T C . , N O C O N D U I T S S H A L L B E RUN O V E R H E A D T H A T W I L L I N T E R F E R E W I T H T H E O P E R A T I O N O F T H E E Q U I P M E N T . 7. I N A R E A S W H E R E F L O O D I N G I S P O S S I B L E , I N S T R U M E N T A T I O N S H A L L B E R E S I S T A N T T O W A T E R INTR U S I O N . GENE R A L R E Q U I R E M E N T S IND O O R / O U T D O O R W E T L O C A T I O N S S U B J E C T T O C O R R O S I O N . C O N D U I T S Y S T E M S H A L L B E P V C C O A T E D R I G I D GALVA N I Z E D S T E E L W I T H P V C C O A T E D F I T T I N G S , B O X E S , A N D S T A I N L E S S S T E E L H A R D W A R E . IND O O R , D R Y , D I R T Y A R E A . R E Q U I R E S M I N I M U M N E M A T Y P E 1 2 G A S K E T E D E N C L O S U R E S F O R A L L E Q U I P M E N T AND G A S K E T E D F I T T I N G S I N C O N D U I T S Y S T E M S . CLASS 1 , D I V I S I O N 2 , G R O U P C A N D D ( M E T H A N E , G A S O L I N E ) A S D E F I N E D B Y N E C . E Q U I P M E N T A N D C O N D U I T SYSTE M S S H A L L B E R A T E D F O R U S E I N T H I S A R E A . A.B.C.D. DISCO N N E C T S W I T C H MISCE L L A N E O U S P A N E L COMB I N A T I O N S T A R T E R LIGHT I N G P A N E L POWE R P A N E L 24 V D C S U R G E P R O T E C T I O N MIS C E L L A N E O U S S Y M B O L S JUNCT I O N B O X THERM O S T A T 1.2.3.4.5.6. INDOO R W E T L O C A T I O N S S U C H A S V A U L T S , H O S E D O W N A R E A S , B A S E M E N T S , E T C . M I N I M U M N E M A T Y P E 4 ENCLO S U R E F O R E Q U I P M E N T A N D G A S K E T E D F I T T I N G S I N A C O N D U I T S Y S T E M . INDOO R A N D D R Y A R E A . R E Q U I R E S M I N I M U M N E M A T Y P 1 E N C L O S U R E S F O R A L L E Q U I P M E N T A N D G A S K E T E D FITING S I N C O N D U I T S Y S T E M S . THE S P E C I A L A R E A D E S I G N A T I O N B O X E S , A S D E F I N E D B E L O W , A R E L O C A T E D O N T H E P L A N D R A W I N G S T O D E F I N E E L E C T R I C A L INST A L L A T I O N R E Q U I R E M E N T S . D E S I G N A T I O N B O X E S A R E L O C A T E D W I T H I N R O O M O R B E L O W R O O M N U M B E R . A L L I N D O O R A R E A S NOT I N D I C A T E D O T H E R W I S E A R E A R E A T Y P E 1 A N D M I N I M U M N E M A T Y P E 1 E N C L O S U R E S . R E F E R E N C E S P E C I F I C A T I O N S F O R FURT H E R I N F O R M A T I O N . ARE A D E S I G N A T I O N S NNCNOOOL PBPFPHPLCPPPSPT2PRRECPRGSRTDRTURVSSS2SCADASPSPDTSPSTSSSVSWBSWGRTTACHTBTDTEMPTQTSUGUPS VVAVLSVM WWHWMWP XFMRXP YZZS I/O JKVKVAKVARKWKWHLLALANLPLSLWCO MMAMCBMCCMCMMDMHMOVMSMSH INPU T / O U T P U T JUN C T I O N B O X KILO V O L T KILO V O L T A M P E R E KILO V A R KILO W A T T KILO W A T T H O U R LOW , L E V E L LIGH T N I N G A R R E S T O R LOC A L A R E A N E T W O R K LIGH T I N G P A N E L LIMI T S W I T C H , L E V E L S W I T C H LOW W A T E R C U T O F F MAGNE T I C M O T O R S T A R T E R MILLIAM P E R E MAIN C I R C U I T B R E A K E R MOTOR C O N T R O L C E N T E R THO U S A N D C I R C U L A R M I L MOISTU R E D E T E C T O R MANHO L E , M O U N T I N G H E I G H T MOTOR O P E R A T E D V A L V E MANUA L M O T O R S T A R T E R MOTOR S P A C E H E A T E R FLOW A C T U A T E D S W I T C H ( C L O S I N G O N I N C R E A S E I N F L O W ) OFF TIM E D E L A Y S W I T C H ( N O R M A L L Y C L O S E D W I T H T I M E D E L A Y CLO S I N G A F T E R C O I L I S D E - E N E R G I Z E D ) DIFF E R E N T I A L P R E S S U R E S W I T C H ( N O R M A L L Y O P E N , C L O S I N G O N INCR E A S I N G D I F F . ) LIMIT S W I T C H ( N O R M A L L Y C L O S E D , H E L D O P E N ) LIMIT S W I T C H ( N O R M A L L Y C L O S E D ) LIMIT S W I T C H ( N O R M A L L Y O P E N , H E L D C L O S E D ) LIMIT S W I T C H ( N O R M A L L Y O P E N ) TOR Q U E S W I T C H ( N O R M A L L Y C L O S E D ) TOR Q U E S W I T C H ( N O R M A L L Y O P E N ) OFF TIM E D E L A Y S W I T C H ( N O R M A L L Y O P E N W I T H T I M E D E L A Y OPENIN G A F T E R C O I L I S D E - E N E R G I Z E D ) ON TIM E D E L A Y S W I T C H ( N O R M A L L Y C L O S E D W I T H T I M E D E L A Y OPENIN G A F T E R C O I L I S E N E R G I Z E D ) ON TIM E D E L A Y S W I T C H ( N O R M A L L Y O P E N W I T H T I M E D E L A Y CLOSI N G A F T E R C O I L I S E N E R G I Z E D ) FLOW A C T U A T E D S W I T C H ( O P E N I N G O N I N C R E A S E I N F L O W ) TEMPE R A T U R E S W I T C H ( C L O S I N G O N R I S I N G T E M P E R A T U R E ) TEMPE R A T U R E S W I T C H ( O P E N I N G O N R I S I N G T E M P E R A T U R E ) VACUU M S W I T C H ( O P E N I N G O N I N C R E A S I N G V A C U U M ) VACUU M S W I T C H ( C L O S I N G O N I N C R E A S I N G V A C U U M ) NEUT R A L NORM A L L Y C L O S E D NORM A L L Y O P E N , N U M B E R OPENOVER L O A D PUSH B U T T O N , P U L L B O X POWE R F A C T O R M E T E R PHAS E ( C H E M I C A L T E R M ) PROG R A M M A B L E L O G I C C O N T R O L L E R POWE R P A N E L PRES S U R E S W I T C H POTE N T I A L T R A N S F O R M E R , P R O G R A M T I M E R 2 POL E RED, R A I S E , R E L A Y , R E V E R S E RECE P T A C L E RIGID G A L V A N I Z E D S T E E L RESIS T A N C E T Y P E T E M P D E T E C T O R REMO T E T E R M I N A L U N I T REDU C E D V O L T A G E S O L I D S T A T E S T A R T E R SIZE 2 S T A R T E R SUPE R V I S O R Y C O N T R O L A N D D A T A A C Q U I S I T I O N SINGL E P O L E SINGL E P O L E D O U B L E T H R O W SINGL E P O L E S I N G L E T H R O W SELEC T O R S W I T C H SOLE N O I D V A L V E SWITC H B O A R D SWITC H G E A R THER M O S T A T , T I M E R , T O T A L I Z E R TACH O M E T E R TERM I N A L B L O C K TIME D E L A Y R E L A Y TEMP E R A T U R E TORQ U E TEMP E R A T U R E S W I T C H UNDE R G R O U N D UNINT E R R U P T I B L E P O W E R S U P P L Y VOLT S VOLT A M P E R E VALVE L I M I T S W I T C H VOLT M E T E R WHITE , W A T T S WATT H O U R M E T E R WATT M E T E R WEAT H E R P R O O F TRAN S F O R M E R EXPLO S I O N P R O O F YELLO W AUXIL I A R Y R E L A Y POSIT I O N S W I T C H LIGH T I N G F I X T U R E P O W E R E D V I A S W I T C H A . 11 CLOU D E D M A R K I N G S I N D I C A T E W O R K I N E X I S T I N G A R E A S T H A T I S N E W O R N E W WOR K O N A N E X I S T I N G P I E C E O F E Q U I P M E N T . ETHER N E T P O R T SIZE 4 R E D U C E D V O L T A G E S O F T S T A R T E R CORR O S I V E C H E M I C A L F E E D A N D S T O R A G E R O O M S . C O N D U I T S Y S T E M S H A L L B E E X P O S E D P V C C O A T E D COND U I T W I T H F I T T I N G S , A N D A C C E S S O R I E S . OCCUP A N C Y S E N S O R S W I T C H , A = S W I T C H D E S I G N A T I O N TRA N S I E N T V O L T A G E S U R G E S U P P R E S S O R S S S S S S S SO N:\1128.3e\Drawings\1128.3e - E0.1.dwg, 9/23/2025 - 5:38 PM, NJF ELECTRICAL LEGEND WW - E 0 . 1 TFWNJFNJFREVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r #2 A W G C O P P E R M I N I M U M 3/4" CO P P E R R O D 3/4" C O P P E R R O D G-13" G-23/4" G-31" G-43/4" SE-12" AS R E Q U I R E D F O R E Q U I P M E N T MAXIMUM HEIGHT SHALL BE 5 FT. PANE L H O O D 1 5/8 " U - C H A N N E L (TY P . ) FINIS H GRA D E (1) 1/ 2 " D I A M E T E R S T A I N L E S S STE E L E P O X Y A N C H O R B O L T S WITH L E V E L I N G N U T S A N D A MIN. 7 " E M B E D M E N T ( T Y P . ) CAST I N P L A C E 8" X 8 " X 3 ' - 0 CON C R E T E P O S T S WITH # 3 T I E S @ 12" O . C A N D 1#4 E A C H C O R N E R COND U I T S S H A L L B E E M B E D D E D I N S A N D . T H E S A N D S H A L L C O V E R ALL C O N D U I T S B Y A T L E A S T 3 I N C H E S NOT E : BACK F I L L W I T H N A T I V E M A T E R I A L SE-12" X X X X X X #5 BAR @ 8 " M A X S P A C I N G T Y P I C A L #3 U B A R S @ 1 2 " C E N T E R S , TOP A N D B O T T O M , WITH 6 " L A P COND U I T S I Z E T Y P I C A L RED C O N C R E T E MCP-23/4" MCP-33/4" MCP-43/4" MCP-53/4" MCP-63/4" MCP-23/4" MCP-33/4" MCP-43/4" MCP-51" BCP-1 BCP - 21" BCP-3BCP-41" BCP-6BCP-71" BCP- 8 BCP- 91" BCP- 1 1 BCP- 1 21" BCP - 1 3 BCP - 1 41" BCP-6BCP-71" BCP- 8 BCP- 91" LSP-1 LSP - 21" BCP-51" LSP-31" SPAR E1" LSP-1LSP-21" LSP-31" #4/0 C O P P E R G R O U N D R I N G XX X X X X X X N:\1128.3e\Drawings\1128.3e - E0.1.dwg, 9/23/2025 - 5:38 PM, NJF ELECTRICAL DETAILS WW - E 0 . 2 TFWNJFNJFREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 240V, 1 - P H A S E 75KVAUTILIT Y TRANS F O R M E R SE-1 : 2#4/0, #4/0N, #2G, 2"C UTILITY ATS 2P-2 2 5 A NEMA 3 R SE-2 : 2#4/0, #4/0N, #2G, 2"C A-2: 2#4/0, #4/0N, #2G, 2"C 2P-225AG-1 : 2#4/0, #4/0N, #2G, 2"C G-2 : 4#14, 3/4"C G-3 : 4#12, #12G, 1"C GEN LP-1, 120VAC NOTE 1 G-4 : 6#14, 3/4"C PLC 4/0 GROUNDING RING SPD2P-30A UPS PLC POW E R D I S T R I B U T I O N P A N E L , P D P : 2 4 0 / 1 2 0 V , 1 P H A S E , 2 2 5 A , 1 0 K A I C , N E M A 1 2 S.E.: 1 2 0 / 2 4 0 V , 1 P H A S E , 2 5 0 A , 1 5 K A I C , N E M A 3 R , S E R V I C E E N T R A N C E SER V I C E E N T R A N C E & P O W E R D I S T R I B U T I O N P A N E L ( P D P ) ONE - L I N E D I A G R A M BIO C L E R E M A S T E R C O N T R O L P A N E L ONE - L I N E D I A G R A M FAU L T C U R R E N T UTILIT Y 22,200 F1 9,977 F2 9,842 F3 9,355 F4 8,200 F5 6,000 F6 3,726 HMI FLOW E Q U A L I Z A T I O N : SIZE 0 STAR T E R SIZE 0 STAR T E R SIZE 0 START E R SIZE 0 0 START E R SIZE 00 STAR T E R SIZE 0 0 START E R SIZE 1 START E R SIZE 0 START E R SIZE 0 STAR T E R SIZE 0 STAR T E R SIZE 0 0 START E R BIOCLE R E U N I T # 1 : BIOC L E R E U N I T # 2 : BIOC L E R E U N I T # 3 NOTES : 1. B O N D I N G A N D G R O U N D I N G S H A L L I N C L U D E B U I L D I N G S T E E L A N D P R O C E S S PIPE A S P E R N . E . C . 2. A L L 1 2 0 V A C C O N D U C T O R S W I T H 2 0 A M P B R E A K E R S H A L L B E 3 # 1 2 , 3 / 4 " C . A L L OTHE R C O N D U C T O R S S H A L L B E S I Z E D T O O V E R C U R R E N T P R O T E C T I O N . 3. C I R C U I T B R E A K E R S F E E D I N G R E C E P T A C L E S S H A L L B E A F C I / G F C I . 4. * * I N D I C A T E S A P A C K A G E D S Y S T E M . SPARE SIZE 0 STAR T E R SIZE 0 START E R 60 KW DIESEL GENERATOR F1 F2 F3 F4 F5 F6 SIZE 0 STAR T E R SIZE 0 0 STAR T E R 1"C 1"C 1"C 1"C 1"C 1"C N:\1128.3e\Drawings\1128.3e - E0.1.dwg, 9/23/2025 - 5:37 PM, NJF ELECTRICAL ONE-LINE DIAGRAMS (1 OF 2) WW - E 1 . 0 TFWNJFNJFREVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r NAME : LP1 B U S : C O P P E R M A I N S : 2P-2 2 5 A SERV I C E 1 2 0 / 2 4 0 V A C R A T I N G : 250A LOC A T I O N : W W T F B U I L D I N G MOUN T I N G SUR F A C E , N E M A 1 AIC R A T I N G : 1 0 K A I C V.A. LOA D P H A S E BREAK E R CIRCU I T NUMB E R BRE A K E R PHAS E L O A D V.A. AB AB 0SPD 2 20 12 100 2 BIOCL E R E M A I N C O N T R O L P A N E L 1 1 2 0 0 0 -2 20 3 4 100 2- 11200 1500 UV S Y S T E M 2 20 5 6 1 5 1 NETW O R K I N G P A N E L ( F U T U R E ) 500 1500 - 2 2 0 7 8 1 5 1 E X T E R I O R L I G H T S 2 0 0 180 BATH R O O M R E C E P T A C L E 1 15 9 1 0 1 5 1 I N T E R I O R L I G H T S 250 720 I N T E R I O R R E C E P T A C L E S 1 1 5 1 1 1 2 1 5 1 EFFLU E N T F L O W M E T E R ( F I T - 4 0 1 ) 500 1200 ODOR C O N T R O L P A N E L 2 20 1 3 14 15 1 S P A C E E X H A U S T F A N 100 1200 - 2 2 0 1 5 1 6 1 5 1 R E S T R O O M E X H A U S T F A N 1 8 500 R E S T R O O M B A S E B O A R D H E A T E R 2 2 0 1 7 1 8 2 0 2 ELEC T R I C U N I T H E A T E R ( E U H - 1 ) 5000 500 - 2 2 0 1 9 2 0 2 0 2 - 5 0 0 0 0 SPAR E 1 20 21 2 2 20 1 S P A R E 0 0 S P A R E 1 2 0 2 3 2 4 2 0 1 S P A R E 0 3380 3 9 2 0 T O T A L S P E R P H A S E P E R S I D E 1 7 0 5 0 1 6 9 1 8 2043 0 2 0 8 3 8 TOT A L S P E R P H A S E 41268 P A N E L T O T A L POST B I O C L E R E L I F T S T A T I O N SIZE 0 0 START E R SIZE 00 STAR T E R UV C O N T R O L P A N E L * * ONE - L I N E D I A G R A M UPS PLC HMI BIO C L E R E M A S T E R C O N T R O L P A N E L * * ONE - L I N E D I A G R A M OD O R C O N T R O L P A N E L * * ONE - L I N E D I A G R A M SIZE 0 START E R 1"C N:\1128.3e\Drawings\1128.3e - E0.1.dwg, 9/23/2025 - 5:38 PM, NJF ELECTRICAL ONE-LINE DIAGRAMS (2 OF 2) WW - E 1 . 1 NOTE S :1. B O N D I N G A N D G R O U N D I N G S H A L L I N C L U D E B U I L D I N G S T E E L A N D P R O C E S S PIPE A S P E R N . E . C . 2. A L L 1 2 0 V A C C O N D U C T O R S W I T H 2 0 A M P B R E A K E R S H A L L B E 3 # 1 2 , 3 / 4 " C . A L L OTHE R C O N D U C T O R S S H A L L B E S I Z E D T O O V E R C U R R E N T P R O T E C T I O N . 3. * * I N D I C A T E S A P A C K A G E D S Y S T E M . TFWNJFNJFREVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r W1 PDP-7 AA4 PDP-7 AA4 PDP-7 AA4 PDP-7 BA2 N:\1128.3e\Drawings\1128.3e - E2.1.dwg, 9/23/2025 - 5:37 PM, JCD ELECTRICAL BUILDING PLAN WW - E 2 . 1 S S LIG H T I N G F I X T U R E S C H E D U L E SYM B O L L A M P MTG HEI G H T DESC R I P T I O N M A N U F A C T U R E R LED, 1 2 0 V 1 FT. A B O V E D O O R ILLUMI N A T E D E X I T S I G N , C O M P L E T E L Y S E A L E D H O U S I N G HUBBEL L - D U A L / L I T E : EVC-U-R LED, 1 2 0 V MOUNT A T 1 0 ' A F F 4 FOOT F I X T U R E - H E A V Y D U T Y A N D M O U N T I N G H A R D W A R E SUITAB L E F O R W E T O R D U S T Y L O C A T I O N S DIALIGH T : LPM 3C4 M 2 P LED, 1 2 0 V 1 FT. A B O V E D O O R DIE CA S T A L U M I N U M F O R R U G G E D M O U N T I N G A N D H E A T D I S S I P A T I O N , S P E C U L A R REFLE C T O R , V E R T I C A L L A M P A N D R E F R A C T O R W I T H M O T I O N S E N S O R C O N T R O L HUBBEL L : LNC2-12 L U - 4 K - - 4 - B B U X A W1 FIT-4 0 1 BIOCL E R E M A I N C O N T R O L P A N E L (FLOO R M O U N T E D ) UV CO N T R O L P A N E L (RACK M O U N T E D ) POWE R D I S T R I B U T I O N P A N E L (RA C K M O U N T E D ) EFFL U E N T A U T O S A M P L E R (CS- 4 2 0 ) INFL U E N T A U T O S A M P L E R (CS- 4 2 1 ) GENE R A T O R ATS SE DI S C O N N E C T AND M E T E R UNIT H E A T E R , E U H - 1 (RE: M E C H ) EXHA U S T F A N , E F - 1 (RE: M E C H ) EXHAU S T F A N , E F - 2 (RE : M E C H ) BASEB O A R D H E A T E R , E B B - 1 (RE : M E C H ) EBB-1 T H E R M O S T A T (RE: M E C H ) EUH- 1 / E F - 1 T H E R M O S T A T (RE: M E C H ) ODOR C O N T R O L S K I D (CON T R O L P A N E L / B L O W E R ) TFWNJFNJF BUILD I N G G R O U N D P L A T E REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r N:\1128.3e\Drawings\1128.3e - E2.2.dwg, 9/23/2025 - 5:40 PM, NJF ELECTRICAL SITE PLAN WW - E 2 . 2 TFWNJFNJF GENE R A T O R ODO R C O N T R O L M A N I F O L D BIOC L E R E U N I T N O . 2 (P-22 0 / 2 2 1 / 2 2 2 , M - 2 2 3 , F S - 2 2 2 , & L S L - 2 2 0 ) BIOC L E R E U N I T N O . 3 (P-23 0 / 2 3 1 / 2 3 2 , M - 2 3 3 , F S - 2 3 2 , & L S L - 2 3 0 ) BIOC L E R E U N I T N O . 1 (P-21 0 / 2 1 1 / 2 1 2 , M - 2 1 3 , F S - 2 1 2 , & L S L - 2 1 0 ) SETT L I N G / E Q T A N K (P-10 0 , P - 1 0 1 , L S L - 1 0 0 , L S L - 1 0 2 , LSH-1 0 3 , L S L - 1 0 2 , L S H H - 1 0 2 , L I T - 1 0 2 ) UV LIF T S T A T I O N (P-30 0 / 3 0 1 , L S L L - 3 0 2 , L S L - 3 0 2 , LSH-3 0 2 , L S H H - 3 0 2 , L I T - 3 0 2 ) SETTL I N G T A N K UTILIT Y T R A N S F O R M E R ( O V E R H E A D ) , UTILIT Y M E T E R ( S U R F A C E - L E V E L , P O L E - M O U N T E D ) SE DIS C O N N E C T , A T S DS-2 1 0 / 2 1 1 / 2 1 2 / 2 1 3 , DS-2 2 0 / 2 2 1 / 2 2 2 / 2 2 3 , DS-2 3 0 / 2 3 1 / 2 3 2 / 2 3 3 , JB-2 DS-30 0 / 3 0 1 , JB-3 DS-10 0 / 1 0 1 / 1 5 0 JB-1 INFL U E N T M A N H O L E (LIT- 1 0 0 ) LIMITS O F C O N C R E T E - E N C A S E D DUCT B A N K REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r 70707080 7130 7140 715 0 7160 7170 7180 7190 7200 7210 7220 7230 7240 7190 7200721072207230 7180 70607070 WATE R S T O R A G E TANK SOUTH D E B R I S FLOW P A T H 100Y F L O O D P L A I N WATE R T R E A T M E N T BUILD I N G WAST E W A T E R TREAT M E N T B U I L D I N G BUILD I N G S , D R I V E W A Y S , WALK W A Y S , A N D O T H E R SITE E L E M E N T S S H O W N FOR R E F E R E N C E O N L Y BUIL D I N G S , D R I V E W A Y S , WALKW A Y S , A N D O T H E R SITE E L E M E N T S S H O W N FOR R E F E R E N C E O N L Y EXISTI N G D I R T R O A D T O B E MINIMA L L Y I M P R O V E D A S NEEDE D F O R C O N S T R U C T I O N ACCE S S T O W S T S I T E G:\3493c - Philips Mobile Home Park\Drawings\3493c-01-GRP-02.dwg, 9/23/2025 - 5:50 PM, rmm OVERALL SITE PLAN CV - C 1 . 0 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r JLS / K A T RMM / S W W RMM / S W W 7" 8" DEBR I S F L O W C H A N N E L WATER T A N K ACCES SROAD WASTE W A T E R T R E A T M E N T FAC I L I T Y E N V E L O P E SEE S H E E T W W C 1 . 1 WATER S T O R A G E T A N K SEE SH E E T W - C 1 . 1 WWTF A C C E S S R O A D & S A N I T A R Y S E W E R MAIN C R O S S I N G L A S T C H A N C E D I T C H WATER T R E A T M E N T F A C I L I T Y SEE SH E E T W - C 1 . 0 7150 7160 717 0 7180 7190 7200 7210 711071207130 7060 7062 7064 7090 7082 7084 7086 7088 7120 7112 7114 7116 7118 7122 7124 7110 7120 711271147116 7118 7122 7124 7126 7128 707070687072 7160 7160 7170 7170 7170 7180 718 0 7180 7180 7180 7180 7190 7190 7190 7190 7190 7190 7200 720 0 7200 7200 7200 7200 7210 7210 7210 7210 7220 7220 722 0 7220 7230 7230 723 0 7230724 0 7240 10 0608 1214 1618 60 62 64 66 50 44 46 48 52 54 56 58 10 20 30 40 50 60 08 12 14 16 18 22 24 26 28 32 34 44 46 48 52 545658 62 64 06 08 90 82 82 84 84 86 86 88 88 92 64 66 68 80 72 74 76 78 82 84 8688 80 72 74 76 78 82 84 APPR O X I M A T E L I M I T S O F W O R K ( T Y P ) G:\3493c - Philips Mobile Home Park\Drawings\3493c-0E-ECP-00.dwg, 9/23/2025 - 5:50 PM, SWW EROSION CONTROL PLAN CV - C E 1 . 0 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r JLS/ K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R I S R E S P O N S I B L E F O R I N S T A L L I N G A N D M A I N T A I N I N G A L L CONTR O L S D U R I N G I N I T I A L , I N T E R I M , A N D F I N A L C O N D I T I O N S . 2. A L L C O N T R O L S S H A L L B E I N S T A L L E D W I T H I N T H E P R O P E R T Y L I N E S U N L E S S OTHER W I S E S P E C I F I E D . W H E N C O N S T R U C T I O N A C T I V I T I E S D I S T U R B ADJAC E N T A N D / O R R I G H T - O F - W A Y P R O P E R T I E S , C O O R D I N A T I O N W I T H PRO P E R T Y O W N E R S I S R E Q U I R E D P R I O R T O C O N S T R U C T I O N . STO R M W A T E R M A N A G E M E N T P L A N ( S W M P ) THIS S T O R M W A T E R M A N A G E M E N T P L A N I S T O B E R E T A I N E D A N D M A I N T A I N E D O N S I T E I N C L U D I N G F I N A L L A N D S C A P I N G P L A N S A N D A N Y O T H E R E R O S I O N CON T R O L DOCU M E N T A T I O N . A S W M P A D M I N I S T R A T O R W I L L B E D E S I G N A T E D B Y T H E C O N T R A C T O R A N D I S R E S P O N S I B L E F O R D E V E L O P I N G , I M P L E M E N T I N G , M A I N TAIN I N G , A N D REVIS I N G T H I S S W M P . T H E S W M P A D M I N I S T R A T O R I S T H E C O N T A C T F O R A L L S W M P - R E L A T E D I S S U E S A N D I S R E S P O N S I B L E F O R I T S A C C U R A C Y , C O M PLET E N E S S , A N D IMP L E M E N T A T I O N . T H E F O L L O W I N G H A S B E E N D E S I G N A T E D A S T H E S W M P A D M I N I S T R A T O R F O R T H I S P R O J E C T : NAME : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONTA C T I N F O : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE S I T E I S L O C A T E D A T 3 3 0 0 - 3 4 0 0 L O W E R R I V E R R O A D , A N D A T A P P R O X I M A T E L Y 3 9 ° N 1 8 ' 3 2 " L A T I T U D E , 1 0 6 ° W 5 6 ' 0 5 " L O N G I T U D E . T H E P R O P OSED P R O J E C T C O N S I S T S O F OVERL O T G R A D I N G , A S P H A L T P A V I N G , A N D U T I L I T Y I N F R A S T R U C T U R E C O N S T R U C T I O N I N P I T K I N C O U N T Y . T H E T O T A L S I T E A R E A I S A P P R O X I M A T E L Y 6.3 A C R E S W I T H A T TOTAL D I S T U R B A N C E O F 6 . 3 A C R E S . N O A R E A S G R E A T E R T H A N 4 0 A C R E S S H A L L B E D I S T U R B E D A T A N Y G I V E N T I M E . N O C O N S T R U C T I O N A C T I V I T I ES SH A L L O C C U R O F F S I T E OR OU T S I D E O F T H E C O N S T R U C T I O N L I M I T S S H O W N O N T H E C O N S T R U C T I O N D O C U M E N T S . T H E S E Q U E N C E O F C O N S T R U C T I O N S T A R T S I S A S F O L L O W S : PHAS E ESTIM A T E D ACTUA L CONS T R U C T I O N S T A R T O C T O B E R 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROA D A N D O V E R L O T G R A D I N G O C T O B E R 2 0 2 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UTILIT Y C O N S T R U C T I O N M A Y 2 0 2 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILD I N G C O N S T R U C T I O N A U G U S T 2 0 2 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PAVING M A Y 2 0 2 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SITE R E S T O R A T I O N M A Y 2 0 2 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE E X I S T I N G S I T E C O N S I S T S O F P A R T I A L L Y D E V E L O P E D L A N D A N D I S A P P R O X I M A T E L Y 7 0 % C O V E R E D W I T H V E G E T A T I V E G R O U N D C O V E R . OFFSI T E R U N O F F F L O W S O N T O T H E P R O P E R T Y F R O M T H E E A S T . O N S I T E F L O W S S H E E T F L O W T O W A R D S T H E R O A R I N G F O R K R I I V E R . O N S I T E D E T E N T I O N IS NO T P R O V I D E D OR RE Q U I R E D F O R T H I S S I T E . S T O R M W A T E R I S D I S C H A R G E D F R O M T H I S S I T E T O T H E A D J A C E N T R O A R I N G F O R K R I V E R . A D R A I N A G E R E P O R T F O R T HIS D E V E L O P M E N T H A S NOT B E E N C O M P L E T E D A T T H I S T I M E . OTHER P O T E N T I A L P O L L U T I O N S O U R C E S S U C H D O N O T E X I S T A T T H I S S I T E . NON-S T O R M W A T E R C O M P O N E N T S O F T H E D I S C H A R G E D O N O T E X I S T A T T H I S S I T E . BEST M A N A G E M E N T P R A C T I C E S F O R S T O R M W A T E R M A N A G E M E N T NON S T R U C T U R A L B M P S W I L L B E I M P L E M E N T E D T O T H E M A X I M U M E X T E N T P O S S I B L E . T H E U T I L I Z A T I O N O F N O N S T R U C T U R A L B M P S W I L L B E A N O N G O ING P R O C E S S DIREC T E D A T P R E V E N T I N G E R O S I O N . T H E N O N S T R U C T U R A L B M P S W I L L R E C E I V E C O N T I N U O U S E M P H A S I S T H R O U G H O U T C O N S T R U C T I O N B E C A U S E T H E Y AVERT P R O B L E M S BEFOR E T H E Y O C C U R A N D R E D U C E T H E N E E D F O R S T R U C T U R A L B M P S . N O N S T R U C T U R A L B M P S W I L L C O N S I S T P R I M A R I L Y O F P R E S E R V A T I O N O F E X I S T I NG MA T U R E VEGET A T I O N A N D T R E E S , P L A N N I N G A N D S C H E D U L I N G C O N S T R U C T I O N A C T I V I T I E S A I M E D A T A C H I E V I N G T H E G O A L O F M I N I M I Z I N G E R O S I O N . F U R T H E RMO R E , C O N S T R U C T I O N PERSO N N E L W I L L B E I N S T R U C T E D A N D S U P E R V I S E D I N C O N S T R U C T I O N M E T H O D S C O N S I S T E N T W I T H E R O S I O N P R E V E N T I O N P R A C T I C E S . PLANN E D S T R U C T U R A L B M P S F O R E R O S I O N A N D S E D I M E N T C O N T R O L A R E S H O W N O N T H E E R O S I O N A N D S E D I M E N T A T I O N C O N T R O L P L A N . I M P L E M E N T I N G THES E M E A S U R E S SHOU L D M I N I M I Z E N U I S A N C E S I L T A N D S E D I M E N T A T I O N E X I T I N G T H E S I T E A N D P R E V E N T C L O G G I N G E X I S T I N G S T O R M S E W E R S A N D S T R E E T G U T T E R S . APPLI C A T I O N O F T H E S E B M P S F O R S T O R M W A T E R M A N A G E M E N T A R E F O R C O N S T R U C T I O N P E R I O D S A N D A R E C O N S I D E R E D T E M P O R A R Y . P O S T - D E V E L O P M E N T STORM W A T E R M A N A G E M E N T I S P R O V I D E D T H R O U G H V E G E T A T E D L A N D S C A P E D A R E A S , G R A S S E D S W A L E S , A N D R I P R A P P R O T E C T I O N . VEHIC L E T R A C K I N G C O N T R O L ( V T C ) : A STA B I L I Z E D C O N S T R U C T I O N E N T R A N C E W I L L B E P R O V I D E D A T T H E E N T R A N C E F R O M L O W E R R I V E R R O A D . T H E C O N S T R U C T I O N A C C E S S A N D P A R K I N G WILL B E G R A D E D AND C O V E R E D W I T H A C R U S H E D S T O N E B A S E C O U R S E D U R I N G C O N S T R U C T I O N . T H E V E H I C L E T R A C K I N G C O N T R O L W I L L B E R E L O C A T E D W I T H T H E C O N S TRUC T I O N A C C E S S AS NE C E S S A R Y . SILT F E N C I N G ( S F ) A N D S E D I M E N T C O N T R O L L O G S ( S C L ) : SILT F E N C I N G A N D S E D I M E N T C O N T R O L L O G S S H A L L B E I N S T A L L E D W I T H R E S P E C T T O P R O P O S E D D R A I N A G E P A T T E R N S . S I L T F E N C E A N D S E D I M E N T C ONTR O L L O G S S H A L L BE CO N S T R U C T E D A L O N G T H E P O R T I O N S O F T H E W E S T S I D E O F T H E P R O P E R T Y A N D A L O N G A N Y D R A I N A G E A R E A S S U B J E C T T O E R O S I O N . T H E S I L T F E NCIN G A N D S E D I M E N T CONTR O L L O G S S H A L L B E I N S T A L L E D A T T H E D O W N H I L L S I D E O F T H E E X I S T I N G S L O P E S A C R O S S T H E S I T E A N D A T A L L P O I N T D I S C H A R G E A R E A S W H ETHE R S H O W N O R N O T , SILT F E N C E A N D S E D I M E N T C O N T R O L L O G S S H A L L B E M A I N T A I N E D A S N E E D E D T H R O U G H O U T T H E C O N S T R U C T I O N P R O C E S S . T H E T E M P O R A R Y S I L T F E N CE AN D S E D I M E N T CONTR O L L O G S W I L L R E M A I N U N T I L T H E S T O R M S E W E R S T R U C T U R E S A R E C O M P L E T E D A N D G R O U N D C O V E R I S E F F E C T I V E . INLE T P R O T E C T I O N ( I P ) : THE IN L E T P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R S T R U C T U R E S A R E C O N S T R U C T E D . E A C H I N L E T O N T H E P R O P O S E D S T O R M S E W E R S YSTEM W I L L H A V E A TEMPO R A R Y I N L E T S E D I M E N T T R A P C O N S T R U C T E D A R O U N D I T . I N P A V E D A R E A S , T H I S T R A P C O N S I S T S O F W I R E M E S H S O C K S , C O N C R E T E B L O C K S , A ND/OR S C R E E N S T O FILTER T H E S T O R M R U N O F F A N D A L L O W A N Y S I L T T O S E T T L E O U T . I N F I E L D S O R L A N D S C A P E D A R E A S T H I S T R A P C O N S I S T S O F W I R E M E S H S O C K S OR ST R A W B A L E BARRI E R S . STRAW B A L E D R O P S T R U C T U R E S D A M S ( S B ) : STRAW B A L E B A R R I E R S W I L L B E I N S T A L L E D T O P R O T E C T T H E P R O P O S E D S W A L E ( S ) P R I O R T O L A N D S C A P I N G T H E S I T E . T H E S E B A R R I E R S W I L L R E D U CE TH E F L O W V E L O C I T Y IN T H E S W A L E ( S ) A N D A L L O W T H E D I S T U R B E D S O I L T O S E T T L E O U T . ROCK C H E C K D A M S ( R C D ) : ROCK C H E C K D A M S W I L L B E I N S T A L L E D A S S H O W N A N D M A I N T A I N E D A T L O C A T I O N S A R O U N D T H E S I T E W H E R E F U T U R E G R A S S L I N E S S W A L E S W I L L C A R RY T H E S T O R M RUNO F F . P R I O R T O L A N D S C A P I N G O F T H E S I T E , T H E S E B A R R I E R S W I L L R E D U C E T H E F L O W V E L O C I T I E S I N T H E S E S W A L E S A N D A L L O W T H E D I S T U R B ED SO I L T O S E T T L E O U T . THE R O C K C H E C K D A M S W I L L B E L E F T I N P L A C E A S P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N . OUTLE T P R O T E C T I O N ( O P ) : THE S T O R M S E W E R O U T L E T S W I L L B E P R O T E C T E D W I T H R I P R A P . P L A C I N G R I P R A P A T P I P E O U T F A L L S R E D U C E S E X I T V E L O C I T I E S A N D R E D U C E S S C O UR. TH I S R I P R A P W I L L BE LEF T I N P L A C E A S P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N . DIVER S I O N S D I K E S ( D D ) : SEVER A L D I V E R S I O N D I K E S A R E T O B E I N S T A L L E D T O D I R E C T S T O R M W A T E R T O P R O P O S E D S W A L E S O R P R O P O S E D G U T T E R P L A N S . T H E S E T E M P O R A R Y DIVER S I O N S W I L L B E NECES S A R Y U N T I L A L L I N L E T S B E C O M E F U N C T I O N A L , S U R R O U N D E D W I T H P A V E M E N T . OVERL O T G R A D I N G : ALL O P E N A R E A S W I L L B E T R E A T E D W I T H I N 1 4 D A Y S O F C O M P L E T I O N O F T H E O V E R L O T G R A D I N G . A L L O V E R L O T G R A D I N G I N T H E N O N - I R R I G A T E D ARE A S W I L L H A V E T H E SURFA C E R O U G H E N E D A N D W I L L B E P E R M A N E N T L Y L A N D S C A P E D O R T E M P O R A R I L Y S E E D E D U N T I L T H E P L A N N E D I N S T A L L A T I O N S A R E C O M P L E T E D . A T T HE C O M P L E T I O N O F THE M A S S G R A D I N G , A L L E X P O S E D S O I L A R E A S W I L L H A V E T H E S U R F A C E R O U G H E N E D A N D P L A N T E D W I T H A R E V E G E T A T I O N S E E D M I X . V E G E T A T I O N IS T O B E M A I N T A I N E D THROU G H O U T C O N S T R U C T I O N B Y T H E C O N T R A C T O R U N T I L A R E A S A R E P E R M A N E N T L Y L A N D S C A P E D . A L T E R N A T E L Y , R O U G H - C U T D R I V E W A Y S O R P R O P O S E D PAVE D A R E A S CAN B E C O V E R E D W I T H A L A Y E R O F A G G R E G A T E , R O A D B A S E O R A S P H A L T P A V I N G . DUST C O N T R O L M E A S U R E S : DISTU R B E D A R E A S N O T Y E T R E A D Y T O B E S E E D E D , L A N D S C A P E D , P A V E D , O R O T H E R W I S E S T A B I L I Z E D S H A L L B E W A T E R E D , O R R I P P E D A S N E C E S S A R Y TO P R E C L U D E V I S I B L E DUST E M I S S I O N S . ITEM S A R E S C H E D U L E D T O B E I M P L E M E N T E D A C C O R D I N G T O T H E C O N S T R U C T I O N S C H E D U L E . A S W O R K P R O C E E D S , I M P L E M E N T A T I O N O F I N D I V I D U A L B MPS IS T O C O I N C I D E WITH T H E C O N S T R U C T I O N T H E R E B Y M I N I M I Z I N G T H E E X P O S U R E O F U N P R O T E C T E D A R E A S . T H E S I L T F E N C E , I N L E T P R O T E C T I O N ( F O R E X I S T I N G I N L ETS), A N D G R A V E L I N G O F THE C O N S T R U C T I O N E N T R A N C E W I L L B E P E R F O R M E D W H E N T H E G R A D I N G B E G I N S . T H E I N L E T P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R STR U C T U R E S A R E CONS T R U C T E D . T H E R I P R A P P R O T E C T I O N W I L L B E I N S T A L L E D A S T H E S T O R M S E W E R O U T F A L L S O R C U L V E R T S A R E C O N S T R U C T E D . T H E S T R U C T U R A L BMPS T H A T D O N O T BECOM E P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N A R E T O B E R E M O V E D , A S T H E P A V I N G , L A N D S C A P I N G , A N D O T H E R P E R M A N E N T G R O U NDCOV E R INS T A L L A T I O N S A R E C O M P L E T E D . F U G I T I V E D U S T E M I S S I O N S R E S U L T I N G F R O M G R A D I N G A C T I V I T I E S A N D / O R W I N D S H A L L B E C O N T R O L L E D U S I N G T HE BE S T A V A I L A B L E CONTR O L T E C H N O L O G Y A S D E F I N E D B Y T H E C O L O R A D O D E P A R T M E N T O F H E A L T H A T T H E T I M E O F G R A D I N G . T H E G R A V E L I N G I S T O B E M A I N T A I N E D A S EXT E N D E D CONS T R U C T I O N P R O G R E S S E S E S P E C I A L L Y A R O U N D T H E B U I L D I N G S I T E . T H E S T R U C T U R A L B M P S A R E T O B E R E M O V E D , A S T H E P E R M A N E N T L A N D S C A P I N G INS T A L L A T I O N S ARE C O M P L E T E D . THE E R O S I O N A N D S E D I M E N T C O N T R O L P L A N M A Y B E M O D I F I E D B Y P I T K I N C O U N T Y O R I T S A U T H O R I Z E D R E P R E S E N T A T I V E A S F I E L D C O N D I T I O N S W A R RANT. STORM W A T E R D E T E N T I O N A N D W A T E R Q U A L I T Y : STORM W A T E R D E T E N T I O N A N D W A T E R Q U A L I T Y T R E A T M E N T A R E N O T P R O V I D E D O N S I T E . TEMPO R A R Y S E E D I N G A N D M U L C H I N G : ALL SE E D S F U R N I S H E D S H A L L B E F R E E F R O M N O X I O U S S E E D S ( S U C H A S R U S S I A N O R C A N A D I A N T H I S T L E , C O U R S E F E S C U E , E U R O P E A N B I N D W E E D , J O H NSO N G R A S S , KNAPW E E D , A N D L E A F Y S P U R G E . T H E F O R M U L A U S E D F O R D E T E R M I N I N G T H E Q U A L I T Y O F P U R E L I V E S E E D ( P L S ) S H A L L B E ( P O U N D S O F S E E D ) X ( PURI T Y ) X ( G E R M I N A T I O N ) = POU N D S O F P U R E L I V E S E E D ( P L S ) . S E E D I N G R E C O M M E N D A T I O N S A R E P R O V I D E D B E L O W , B U T M A Y B E M O D I F I E D W I T H T H E O W N E R ' S A P P R O V A L T O MA K E T H E B E S T U S E O F EXISTI N G C L E A R I N G S A N D G R U B B I N G S : SPEC I E S COMM O N N A M E VARIE T Y LBS/ A C R E AG R O P Y R O N S M I T H I W E S T E R N W H E A T G R A S S A R R I B A 8 . 0 AR R H E N A T H E R U M E L A T E S T A L L O A T G R A S S 3 . 0 LO L I U M P E R E N N E P E R E N N I A L R Y E G R A S S P E N N F I N E 2 . 0 ALL SE E D S S H A L L B E D R I L L E D N O T H Y D R O S E E D E D . A L L D I S T U R B E D A R E A S S H A L L B E S E E D E D A N D C R I M P M U L C H E D I F P E R M A N E N T V E G E T A T I O N I S N OT IMM E D I A T E L Y INST A L L E D . A F T E R S E E D I N G H A S B E E N C O M P L E T E D , A R A T E O F 4 , 0 0 0 L B S . O F S T R A W P E R A C R E S H A L L B E A P P L I E D U N I F O R M L Y , C R I M P E D I N W I T H A CR I M P E R O R O T H E R APPRO V E D E Q U I P M E N T O R O T H E R W I S E A T T A C H E D . A T A C K I F I E R O R J U T E N E T T I N G T O A T T A C H M U L C H M A Y B E U S E D W I T H T H E O W N E R ' S A P P R O V A L . T HE SE E D E D A R E A SHALL B E C R I M P E D M U L C H E D A N D T H E M U L C H A T T A C H E D W I T H I N T W E N T Y - F O U R ( 2 4 ) H O U R S A F T E R S E E D I N G . A R E A S N O T M U L C H E D A N D A T T A C H E D W I THIN T W E N T Y - F O U R (24) H O U R S A F T E R S E E D I N G M U S T B E R E S E E D E D W I T H T H E S P E C I F I E D M I X A T T H E C O N T R A C T O R ' S E X P E N S E , P R I O R T O M U L C H I N G A N D A T T A C H I N G . ON ST E E P S L O P E S O R OTHER S P E C I F I E D A R E A S A S S H O W N O N T H E P L A N T I N G P L A N , W H I C H A R E D I F F I C U L T T O M U L C H A N D A T T A C H B Y C O N V E N T I O N A L M E T H O D , B U R L A P O R OTHE R B L A N K E T I N G MATER I A L S P R O P E R L Y A N C H O R E D A N D S E C U R E D M A Y B E U S E D W H E N A P P R O V E D B Y T H E P I T K I N C O U N T Y E N G I N E E R . PERMA N E N T S T A B I L I Z A T I O N M E A S U R E S : RIPRA P F O R S T O R M D R A I N O U T F A L L S A N D R O C K C H E C K D A M S W I L L B E C O M E P A R T O F T H E P E R M A N E N T S T O R M W A T E R M A N A G E M E N T P L A N A N D W I L L N O T B E REM O V E D . PERMA N E N T L A N D S C A P I N G W I L L I N C L U D E S O D D I N G , S E E D I N G , T R E E S , S H R U B S , O R O T H E R V E G E T A T I V E C O V E R T O O P E N A R E A S . N A T I V E P E R E N N I A L SEEDIN G W I L L B E ESTAB L I S H E D I N N O N - I R R I G A T E D A R E A S A N D S O D O R O T H E R V E G E T A T I V E C O V E R W I L L B E E S T A B L I S H E D I N I R R I G A T E D O P E N A R E A S . A L L P E R M A N E N T STA B I L I Z A T I O N MEASU R E S W I L L B E S P E C I F I E D B Y T H E L A N D S C A P E A R C H I T E C T O R O W N E R . MATER I A L S A N D S P I L L P R E V E N T I O N : THE C O N T R A C T O R W I L L S T O R E C O N S T R U C T I O N M A T E R I A L S A N D E Q U I P M E N T I N C O N F I N E D A R E A S O N S I T E F R O M W H I C H R U N O F F W I L L B E C O N T A I N E D A N D FILT E R E D . MATER I A L S W I L L B E S T O R E D O F F T H E G R O U N D A N D P R O T E C T E D F R O M T H E W E A T H E R B Y A C O V E R O R S T O R E D I N A C O N T A I N E R S U C H A S A V A N O R T R A ILER . A N E A R T H E N DIKE W I L L B E C O N S T R U C T E D A R O U N D T H E P E R I M E T E R O F T H E F U E L S T O R A G E A R E A T O P R E V E N T M A T E R I A L S F R O M C O N T A C T W I T H S U R F A C E R U N O F F . EQUIP M E N T MAINT E N A N C E W I L L B E P E R F O R M E D I N A D E S I G N A T E D A R E A A N D S T A N D A R D M A I N T E N A N C E P R O C E D U R E S , S U C H A S T H E U S E O F D R I P P A N S , W I L L B E U SED T O C O N T A I N PETRO L E U M P R O D U C T S . INS P E C T I O N A N D M A I N T E N A N C E : THE E R O S I O N C O N T R O L M E A S U R E S W I L L B E I N S P E C T E D D A I L Y D U R I N G C O N S T R U C T I O N B Y T H E C O N T R A C T O R A N D A F T E R E A C H R A I N E V E N T . A L L I N S P ECTIO N S S H A L L B E DOCU M E N T E D A N D S H A L L I N C L U D E T H E D A T E O F I N S P E C T I O N , A N Y I N C I D E N C E O F N O N - C O M P L I A N C E , S I G N E D C E R T I F I C A T I O N T H A T T H E S I T E I S I N COMP L I A N C E , A N D A N Y NOTES , D R A W I N G S , M A P S , E T C . P E R T A I N I N G T O R E P A I R S . C O P I E S O F A L L D O C U M E N T A T I O N S H A L L B E D I S T R I B U T E D T O M U N I C I P A L I T I E S A N D O W N E R ON A R E G U L A R B A S I S A S SPECI F I E D B Y O W N E R . S I L T F E N C E A N D S T R A W B A L E B A R R I E R S W I L L B E C H E C K E D F O R U N D E R M I N I N G A N D B Y P A S S A N D R E P A I R E D O R E X P A N D E D A S NEEDE D . S E D I M E N T SHOU L D B E R E M O V E D F R O M I N L E T F I L T E R S A N D S I L T F E N C I N G B E F O R E O N E H A L F O F T H E D E S I G N D E P T H H A S B E E N F I L L E D . S E D I M E N T S D E P O S I T E D IN TH E P U B L I C RIGHT S - O F - W A Y W I L L B E R E M O V E D I M M E D I A T E L Y . T H E T E M P O R A R Y V E G E T A T I O N O F B A R E S O I L S W I L L B E C H E C K E D R E G U L A R L Y A N D A R E A S W H E R E I T IS LO S T O R D A M A G E D WILL B E R E S E E D E D . A T M I N I M U M T H E C O N T R A C T O R O R H I S A G E N T S H A L L I N S P E C T A L L B M P S E V E R Y 1 4 D A Y S A N D A F T E R S I G N I F I C A N T P R E C I P I T A T ION O R S N O W M E L T EVENT S . I N S T A L L A T I O N S A N D M O D I F I C A T I O N S A S R E Q U I R E D B Y P I T K I N C O U N T Y W I L L B E I M P L E M E N T E D W I T H I N 4 8 H O U R S O F N O T I F I C A T I O N . C O N T RACT O R S H A L L R E M O V E TEMPO R A R Y E R O S I O N C O N T R O L M E A S U R E S A N D R E P A I R A R E A S A S R E Q U I R E D A F T E R V E G E T A T I O N I S E S T A B L I S H E D A N D A C C E P T E D B Y O W N E R A N D M U N I C IPALIT Y . FINAL S T A B I L I Z A T I O N A N D L O N G - T E R M S T O R M W A T E R Q U A L I T Y : FINAL S T A B I L I Z A T I O N I S R E A C H E D W H E N A L L S O I L D I S T U R B I N G A C T I V I T I E S A T T H E S I T E H A V E B E E N C O M P L E T E D , A N D U N I F O R M V E G E T A T I V E C O V E R HAS B E E N E S T A B L I S H E D WITH A D E N S I T Y O F A T L E A S T 7 0 % O R P R E - D I S T U R B A N C E L E V E L S O R E Q U I V A L E N T P E R M A N E N T , P H Y S I C A L E R O S I O N R E D U C T I O N M E T H O D S H A V E B E E N EMPL O Y E D . F I N A L STABI L I Z A T I O N W I L L B E A C H I E V E D U S I N G S O D , N A T I V E S E E D I N G , P E R M A N E N T B M P ' S , A N D O T H E R M E T H O D S . C O N T R A C T O R S H A L L B E R E S P O N S I B L E FOR F I N A L S T A B I L I Z A T I O N REGAR D L E S S O F A C C E P T A N C E B Y O W N E R O F T H E C O N T R A C T O R I T E M . G:\3493c - Philips Mobile Home Park\Drawings\3493c-0E-ECP-DET-00.dwg, 9/23/2025 - 6:16 PM, SWW SWMP & EROSION CONTROL DETAILS CV - C E 1 . 1 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r JLS/K A T RMM / S W W RMM / S W W G:\3493c - Philips Mobile Home Park\Drawings\3493c-0E-ECP-DET-00.dwg, 9/23/2025 - 6:09 PM, SWW EROSION CONTROL DETAILS CV - C E 1 . 2 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r JLS / K A T RMM / S W W RMM / S W W G:\3493c - Philips Mobile Home Park\Drawings\3493c-0E-ECP-DET-00.dwg, 9/23/2025 - 6:10 PM, SWW EROSION CONTROL DETAILS CV - C E 1 . 3 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r JLS/ K A T RMM / S W W RMM / S W W 7" 8" RAW W A T E R S U P P L Y LINES F R O M W E L L S DEBR I S F L O W C H A N N E L WATE R T A N K ACCES S ROAD WAST E W A T E R T R E A T M E N T FACIL I T Y E N V E L O P E WATER S T O R A G E T A N K WATE R M A I N F R O M T A N K & WA T E R S U P P L Y F R O M WTF PROP O S E D F I R E H Y D R A N T , T Y P . FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T WWTF A C C E S S R O A D & SAN I T A R Y S E W E R MAIN C R O S S I N G L A S T CHAN C E D I T C H WATE R W E L L P A D (RE P L A C E S R A N C H HOUS E W E L L ) WATE R W E L L P A D (REPL A C E S H I L L SIDE W E L L ) WATER TREA T M E N T FACILI T Y STE E L C A S I N G P E R AREMA S T A N D A R D S STEE L C A S I N G P E R ARE M A S T A N D A R D S FIRE H Y D R A N T FIRE H Y D R A N T DROP M H DROP M H (4) - 4 " D R Y U T I L I T Y CONDU I T S F O R F U T U R E ROAD C R O S S I N G S . E X T E N D 5' BEY O N D P A V E M E N T ( T Y P . ) (4) - 4 " D R Y U T I L I T Y CONDU I T S F O R F U T U R E ROAD C R O S S I N G S . E X T E N D 5' BEY O N D P A V E M E N T ( T Y P . ) G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-UTP-00.dwg, 9/23/2025 - 6:13 PM, rmm OVERALL UTILITY PLAN CV - C 2 . 0 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r JLS/K A T RMM / S W W RMM / S W W 7" 8" RAW W A T E R S U P P L Y LINES F R O M W E L L S DEBR I S F L O W C H A N N E L WATE R T A N K ACCE S S ROAD WASTE W A T E R T R E A T M E N T FACIL I T Y E N V E L O P E WATER S T O R A G E T A N K WATER M A I N F R O M T A N K & WA T E R S U P P L Y F R O M WTF PROPO S E D F I R E H Y D R A N T , T Y P . FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T FIRE H Y D R A N T WWT F A C C E S S R O A D & SAN I T A R Y S E W E R MAIN C R O S S I N G L A S T CHAN C E D I T C H WATER W E L L P A D (REPL A C E S R A N C H HOUS E W E L L ) WATER W E L L P A D (REP L A C E S H I L L SIDE W E L L ) WATER TREAT M E N T FACIL I T Y STEEL C A S I N G P E R AREM A S T A N D A R D S STEEL C A S I N G P E R AREM A S T A N D A R D S FIRE H Y D R A N T FIRE H Y D R A N T DROP M H SEE S H E E T C V - C 2 . 4 SEE S H E E T C V - C 2 . 9 SEE S H E E T C V - C 2 . 3 CV-C2. 1 0 SEE S H E E T C V - C 2 . 2 SEE S H E E T CV-C2 . 1 3 SEE SH E E T CV-C2. 6 SEE SH E E T C V - C 2 . 1 1 SEE S H E E T C V - C 2 . 5 SEE S H E E T C V - C 2 . 7 SEE S H E E T C V - C 2 . 8 SEE S H E E T C V - C 2 . 1 2 G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-01.dwg, 9/23/2025 - 6:20 PM, SWW OVERALL WATER LINE PLAN & KEY CV - C 2 . 1 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r JLS / K A T RMM / S W W RMM / S W W 10+00 11+00 12+00 13+00 20+0 0 21+0040 45 50 55 60 39 41 42 4344 46 47 48 49 51 52 53 54 56 57 58 5961 62 45 50 55 5055 7145 7145 7150 7150 7155 7155 7160 7165 7170 7150 7155 7160 7165 7170 7175 7180 7145 7150 STA 1 3 + 6 2 . 0 5 22.5° B E N D W / T B N15409 3 6 . 7 6 E25946 2 7 . 8 0 10" D I P STA 13 + 1 2 . 0 6 11.25° B E N D W / T B N1540 9 5 5 . 8 9 E2594 5 8 1 . 6 1 STA 1 3 + 0 8 . 8 1 10"X8 " T E E W / T B N154 0 9 5 7 . 7 0 E259 4 5 7 8 . 9 1 10" D I P STA 1 2 + 8 5 . 9 1 TEE W / F R O N T V A L V E N154 0 9 7 0 . 4 1 E2594 5 5 9 . 8 8 STA 12 + 7 9 . 6 8 45° BE N D W / T B N1540 9 7 3 . 8 8 E2594 5 5 4 . 6 9 10" DIP STA 11 + 8 3 . 4 3 11.2 5 ° B E N D W / T B N15410 6 8 . 4 3 E25945 3 6 . 6 7 STA 1 0 + 7 5 . 4 3 45° B E N D W / T B N154 1 1 7 6 . 4 2 E259 4 5 3 7 . 8 5 10" DI P STA 1 0 + 4 5 . 4 3 45° B E N D W / T B N154 1 1 9 7 . 8 6 E259 4 5 1 6 . 8 7 10" D I P STA 1 0 + 0 0 . 0 0 8"x10 " T E E W / T B W/ (2 ) 8 " G A T E V A L V E S & (1) 1 0 " G A T E V A L V E N154 1 1 9 8 . 3 6 E259 4 4 7 1 . 4 4 10" D I P STA 10 + 2 3 . 5 9 TEE W / F R O N T V A L V E N1541 1 9 8 . 1 0 E2594 4 9 5 . 0 3 10" DI P 7140 7145 137 LF 8 " D I P 8" P L U G W / T B N1541 0 7 8 . 7 0 E2594 6 4 2 . 8 4 10 LF 6 " D I P FIRE H Y D R A N T 65 70 6570 SEE S H E E T C V - C 2 . 4 FIRE H Y D R A N T 14 LF 6 " D I P SEE SH E E T C V - C 2 . 9 SAN S E W E R C R O S S I N G DIST R I B U T I O N L I N E A N D F I L L LINE F R O M W T F T O R U N PARAL L E L I N S A M E T R E N C H 6" DIP ( T Y P ) EXTEN D 2 " S T U B S 1 0 ' BEYO N D P A V E M E N T (TYP) WATE R - T A N K L I N E S P R O F I L E SCALE : 1 " = 2 0 ' H O R I Z 1" = 5 ' V E R T 9+80 1 0 + 0 0 1 0 + 4 0 1 0 + 8 0 1 1 + 2 0 1 1 + 6 0 1 2 + 0 0 1 2 + 4 0 1 2 + 8 0 1 3 + 2 0 1 3 + 6 0 1 3 + 8 0 STA 10+00.00 8"x10" TEE W/ TB W/ (2) 8" GATE VALVES & (1) 10" GATE VALVE TOP 7133.34 (8" DIP)24 LF 1 0 " D I P STA 10+23.59 TEE W/ FRONT VALVE TOP 7133.90 (10" DIP)TOP 7138.40 (6" DIP)22 LF 1 0 " D I P STA 10+45.43 45° BEND W/TB TOP 7134.23 (10" DIP) 30 LF 1 0 " D I P STA 10+75.43 45° BEND W/TB TOP 7139.29 (10" DIP) 108 L F 1 0 " D I P STA 11+83.43 11.25° BEND W/TB TOP 7148.06 (10" DIP) 96 LF 1 0 " D I P 6 LF 10 " D I P STA 12+85.91 TEE W/ FRONT VALVE TOP 7152.19 (10" DIP)TOP 7153.96 (6" DIP) STA 12+79.68 45° BEND W/TB TOP 7151.98 (10" DIP) 23 LF 1 0 " D I P 50 LF 10" DI P STA 13+12.06 11.25° BEND W/TB TOP 7153.05 (10" DIP) PROP O S E D G R A D E A T P I P E ℄ EXIST I N G G R A D E A T P I P E ℄ 8' MIN. DEPTH (TYP) 1.42' STA 1 0 + 1 3 . 3 2 UTIL C R O S S I N G INV 7 1 3 5 . 1 2 STA 13+08.81 10"X8" TEE W/TB TOP 7152.94 (10" DIP)TOP 7152.75 (8" DIP) 3 LF 1 0 " D I P G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 6:16 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 2 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCALE : 1 " = 2 0 ' JLS/ K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOC A T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 14+00 15+00 16+00 17+0 0 18+00 7155 7160 7165 7170 25303540 10 15 20 25 30 11121314161718 19 21 22 2324 26 27 28 29 31 85 90 95 00 05 10 15 20 7220 7225 7230 7235 7240 7245 7250 7255 7200 7205 7210 7215 7210 7215 72357240 71 7180 7185 7190 7195 10" D I P STA 1 6 + 4 7 . 8 1 11.25° B E N D W / T B N154 0 8 2 7 . 6 4 E259 4 8 8 3 . 4 2 10" DI P STA 1 6 + 1 8 . 2 6 22.5° B E N D W / T B N1540 8 2 7 . 6 4 E2594 8 5 3 . 8 7 10" D I P STA 1 5 + 7 6 . 9 3 11.25 ° B E N D W / T B N154 0 8 4 3 . 4 5 E259 4 8 1 5 . 6 8 10" D I P STA 15 + 2 9 . 6 1 11.25° B E N D W / T B N1540 8 5 2 . 6 9 E2594 7 6 9 . 2 7 10" D I P STA 1 4 + 2 3 . 5 5 22.5° B E N D W / T B N1540 8 9 3 . 2 7 E2594 6 7 1 . 2 8 10" DI P STA 13 + 6 2 . 0 5 22.5° B E N D W / T B N1540 9 3 6 . 7 6 E25946 2 7 . 8 0 WATER S T O R A G E T A N K FROS T P R O O F YARD H Y D R A N T (TYP ) 6" INL E T P I P E SEE S H E E T W - P 2 . 0 FOR C O N T I N U A T I O N OUTL E T P I P E SEE S H E E T W-P2. 0 F O R CON T I N U A T I O N STA 1 7 + 6 1 . 9 5 45° B E N D W / T B N1540 8 4 9 . 9 0 E2594 9 9 5 . 3 7 STA 1 8 + 1 0 . 2 1 45° B E N D W / T B N1540 8 2 2 . 2 2 E2595 0 3 4 . 9 0 10" D I P STA 1 8 + 2 3 . 9 5 90° B E N D W / T B N1540 8 2 4 . 6 1 E2595 0 4 8 . 4 2 STA 1 7 + 6 6 . 9 5 10" G A T E V A L V E N1540 8 4 7 . 0 4 E2594 9 9 9 . 4 6 10" DIP 10" D I P 70 FROST P R O O F Y A R D H Y D R A N T T A P N1540 8 2 5 . 0 9 E2595 0 3 0 . 8 0 45 4344 46 6" DIP ( T Y P ) DISTRI B U T I O N L I N E A N D F I L L LINE F R O M W T F T O R U N PAR A L L E L I N S A M E T R E N C H WAT E R - T A N K L I N E S P R O F I L E SCALE : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 13+4 0 1 3 + 6 0 1 4 + 0 0 1 4 + 4 0 1 4 + 8 0 1 5 + 2 0 1 5 + 6 0 1 6 + 0 0 1 6 + 4 0 WATE R - T A N K L I N E S P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 16+00 1 6 + 4 0 1 6 + 8 0 1 7 + 2 0 1 7 + 6 0 1 8 + 0 0 1 8 + 4 0 114 LF 1 0 " D IP 30 L F 1 0 " D I P STA 16+47.81 11.25° BEND W/TB TOP 7198.89 (10" DIP) STA 17+61.95 45° BEND W/TB TOP 7225.23 (10" DIP) 30 LF 1 0 " D I P STA 16+18.26 22.5° BEND W/TB TOP 7195.63 (10" DIP) 41 LF 1 0 " D I P 47 L F 1 0 " DIP 106 L F 1 0 " D I P STA 14+23.55 22.5° BEND W/TB TOP 7171.19 (10" DIP) STA 15+29.61 11.25° BEND W/TB TOP 7182.59 (10" DIP) STA 15+76.93 11.25° BEND W/TB TOP 7187.68 (10" DIP) STA 13+62.05 22.5° BEND W/TB TOP 7162.07 (10" DIP) 61 L F 1 0 " D I P 5 LF 1 0 " D I P STA 17+66.95 10" GATE VALVE TOP 7225.23 (10" DIP) 38 LF 1 0 " D I P STA 18+05.21 FROST PROOF YARD HYDRANT TAP TOP 7225.23 (10" DIP) 5 LF 10 " D I P STA 18+10.21 45° BEND W/TB TOP 7225.23 (10" DIP) 14 LF 1 0 " D I P STA 18+23.95 90° BEND W/TB TOP 7225.23 (10" DIP)9 LF 1 0 " D I P STA 18+33.29 OUTLET PIPE TOP 7225.23 (10" DIP) PROPO S E D G R A D E A T P I P E ℄ EXIS T I N G G R A D E A T P I P E ℄ PROP O S E D G R A D E A T P I P E ℄ EXIST I N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 5:59 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 3 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r JLS/K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CRO S S I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COO R D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . SCALE : 1 " = 2 0 ' 10+0 0 20+00 21+00 23+00 24+00 25+0 0 26+00 8" DIP STA 2 5 + 7 0 . 7 4 22.5° B E N D W / T B N1540 6 4 7 . 3 5 E2594 3 5 6 . 3 1 8" DIP STA 2 5 + 3 0 . 3 0 22.5 ° B E N D W / T B N154 0 6 8 2 . 9 8 E259 4 3 7 5 . 4 3 8" DI P STA 2 2 + 3 3 . 3 8 22.5° B E N D W / T B N1540 9 7 8 . 4 3 E2594 4 0 4 . 9 9 8" DIP 8" DIP STA 2 0 + 6 6 . 0 3 22.5° B E N D W / T B N1541 1 3 2 . 3 3 E2594 4 7 0 . 7 2 8" DIP STA 2 0 + 0 0 . 0 0 8"x10" T E E W / T B W/ (2) 8 " G A T E V A L V E S & (1) 1 0 " G A T E V A L V E N1541 1 9 8 . 3 6 E2594 4 7 1 . 4 4 40 39 41 42 43 50 7145 7145 7150 7145 7120 7125 71307135 7120 7125 10 15 20 25 30 35 09 11 12 13 14 16 17 18 19 21 22 23 24 26 27 28 29 31 32 33 34 36 37 38 10 15 20 25 30 10 1520 253035 71357140 7145 20 SEE SH E E T C V - C 2 . 2 SEE S H E E T CV-C 2 . 9 IRRIG A T I O N C R O S S I N G 10 25303540 EXTEN D 2 " S T U B S 1 0 ' BEYO N D P A V E M E N T (TYP) WAT E R - M A I N P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 19+80 2 0 + 0 0 2 0 + 4 0 2 0 + 8 0 2 1 + 2 0 2 1 + 6 0 2 2 + 0 0 2 2 + 4 0 2 2 + 8 0 2 3 + 2 0 2 3 + 6 0 2 4 + 0 0 2 4 + 4 0 2 4 + 8 0 2 5 + 2 0 2 5 + 6 0 2 5 + 8 0 66 LF 8 " D I P STA 20+66.03 22.5° BEND W/TB TOP 7132.72 (8" DIP) 167 L F 8 " D I P STA 22+33.38 22.5° BEND W/TB TOP 7127.43 (8" DIP) 149 LF 8 " D I P STA 25+30.30 22.5° BEND W/TB TOP 7107.94 (8" DIP) 148 L F 8 " D I P 40 LF 8" D I P STA 20+00.00 8"x10" TEE W/ TB W/ (2) 8" GATE VALVES & (1) 10" GATE VALVE TOP 7133.34 (8" DIP) STA 23+82.54 VERT BEND INV IN(N) 7122.00 (8" Ductile Iron)INV OUT(S) 7122.00 (8" Ductile Iron) 2.65' STA 2 1 + 5 7 . 9 2 UTIL C R O S S I N G INV 71 3 2 . 4 2 PROPO S E D G R A D E A T P I P E ℄ EXIS T I N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 5:59 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 4 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCALE : 1 " = 2 0 ' JLS / K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCAT I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 24+0 0 25+00 26+00 27+00 28+00 29+00 30+0 0 31+0 0 34+00 61+00 DEFLE C T P I P E S T O M A I N T A I N 3' OFF S E T F R O M R O W 8" DIP STA 2 9 + 9 5 . 9 0 11.2 5 ° B E N D W / T B N1540 9 7 2 . 3 6 E2594 2 7 3 . 4 8 8" DIP STA 29 + 6 3 . 1 3 TEE W / F R O N T V A L V E N1540 9 4 0 . 1 2 E2594 2 6 7 . 7 0 STA 29 + 4 7 . 0 9 11.25° B E N D W / T B N1540 9 2 4 . 3 3 E2594 2 6 4 . 8 7 8" DIP 8" DI P STA 2 6 + 1 0 . 2 8 22.5° B E N D W / T B N1540 6 2 2 . 3 1 E2594 3 2 5 . 7 1 FIRE H Y D R A N T 16 LF 6 " D I P 7120 7125 10 15 20 25 07 08 09 11 12 13 14 16 17 18 19 21 22 23 24 26 27 8 10 15 10 15 20 2530 05 10 15 20 7100 7105 8" DIP WATER L O W E R I N G A T SAN S E W E R C R O S S I N G SAN S E W E R C R O S S I N G 05 05 06 06 07 08 09 10 07 08 09 7105 7104 7095 7105 7104 0 7095 7100 7110 7108 7109 04 WATE R - M A I N P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 25+4 0 25+6 0 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+6 0 30+0 0 30+4 0 30+8 0 31+2 0 31+40 STA 25+70.74 22.5° BEND W/TB TOP 7103.54 (8" DIP) 40 LF 8 " D I P STA 26+10.28 22.5° BEND W/TB TOP 7099.25 (8" DIP) 10 LF 8 " D I P 6 LF 8 " D I P 1 LF 8 " D I P STA 26+26.65 45° VERT BEND TOP 7097.18 (8" DIP) STA 26+28.07 45° VERT BEND TOP 7098.72 (8" DIP) STA 26+16.41 45° VERT BEND TOP 7097.18 (8" DIP) STA 26+33.98 90° BEND W/TB TOP 7098.57 (8" DIP)TOP 7098.57 (8" DIP) 264 L F 8 " D I P 12 LF 8 " DIP STA 28+98.18 VERT BEND TOP 7096.96 (8" DIP) STA 29+10.10 TEE W/ THREE VALVES 37 LF 8 " D I P 16 LF 8 " D I P STA 29+47.09 11.25° BEND W/TB TOP 7097.82 (8" DIP) STA 29+63.13 TEE W/ FRONT VALVE TOP 7098.14 (8" DIP)TOP 7107.33 (6" DIP) 33 LF 8 " D I P STA 29+95.90 11.25° BEND W/TB TOP 7098.78 (8" DIP) 154 L F 8 " D I P 5 LF 8 " D I P 1.07' STA 28 + 9 8 . 1 8 UTIL C R O S S I N G TOP 7 0 9 5 . 1 5 STA 2 6 + 2 1 . 5 3 UTIL C R O S S I N G INV 70 9 8 . 6 1 2 LF 8 " D I P 1.50' STA 26+14.88 45° VERT BEND TOP 7098.75 (8" DIP) PROP O S E D G R A D E A T P I P E ℄ EXISTI N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 6:15 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 5 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r JLS/ K A T RMM / S W W RMM / S W W SCALE : 1 " = 2 0 ' 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOC A T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 28+0 0 29+00 30+00 31+0 0 32+00 33+00 34+00 35+00 36+0 0 37+0 0 60+0061+00 STA 3 6 + 4 1 . 7 9 TEE W / T H R E E V A L V E S N1540 8 8 8 . 1 7 E2594 1 2 9 . 5 4 8" DIP STA 3 5 + 3 0 . 4 3 TEE W / F R O N T V A L V E N154 0 9 9 9 . 3 7 E259 4 1 3 5 . 5 8 STA 3 5 + 1 5 . 1 2 22.5° B E N D W / T B N154 1 0 1 4 . 6 5 E259 4 1 3 6 . 4 1 STA 3 4 + 6 7 . 6 7 11.25° B E N D W / T B N1541 0 5 7 . 4 4 E2594 1 5 6 . 9 2 8" DIP STA 33 + 9 4 . 8 8 22.5° B E N D W / T B N1541 1 1 4 . 1 6 E2594 2 0 2 . 5 5 8" DIP STA 33 + 0 9 . 3 5 22.5 ° B E N D W / T B N15411 9 6 . 9 0 E25942 2 4 . 1 9 8" DIP STA 3 2 + 8 9 . 9 3 45° B E N D W / T B N154 1 2 1 2 . 6 7 E259 4 2 3 5 . 5 4 8" DIP STA 3 2 + 4 4 . 1 2 TEE W / T H R E E V A L V E S N15412 2 0 . 3 7 E25942 8 0 . 7 0 STA 3 2 + 3 8 . 7 7 11.25 ° B E N D W / T B N154 1 2 1 5 . 1 0 E259 4 2 8 1 . 6 0 8" DIP STEE L C A S I N G P E R AREM A S T A N D A R D S FIRE H Y D R A N T 9 LF 6 " D I P 8" DIP 05 10 85 82 83 84 708070857090 7095 7100 7105 05 05 06 07 08 09 07 7080 7085 7090 7095 7070707170727073 7075 7074 7076 7077 7078 7105 7103 7104 7090 7095 7100 SEE S H E E T CV-C2 . 1 0 SEE SH E E T CV-C2. 1 2 8 8" DIP 79 7110 7108 7109 7091 7092 7093 04 STA 3 1 + 5 0 . 3 3 TEE W / F R O N T V A L V E N1541 1 2 6 . 7 1 E2594 2 7 8 . 6 4 20 LF 6 " D I P FIRE H Y D R A N T 7102 7103 7104 EXTE N D 2 " S T U B S 1 0 ' BEYON D P A V E M E N T (TYP ) WATE R - M A I N P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 31+0 0 3 1 + 2 0 3 1 + 6 0 3 2 + 0 0 3 2 + 4 0 3 2 + 8 0 3 3 + 2 0 3 3 + 6 0 3 4 + 0 0 3 4 + 4 0 3 4 + 8 0 3 5 + 2 0 3 5 + 6 0 3 6 + 0 0 3 6 + 4 0 3 6 + 8 0 3 7 + 0 0 STA 32+38.77 11.25° BEND W/TB TOP 7095.65 (8" DIP) STA 32+44.12 TEE W/ THREE VALVES TOP 7095.45 (8" DIP)46 LF 8" D I P 19 LF 8 " D I P STA 33+09.35 22.5° BEND W/TB TOP 7081.33 (8" DIP) STA 32+89.93 45° BEND W/TB TOP 7084.99 (8" DIP) 86 LF 8 " D I P STA 33+94.88 22.5° BEND W/TB TOP 7081.00 (8" DIP) 73 LF 8 " D I P STA 34+67.67 11.25° BEND W/TB TOP 7080.66 (8" DIP) 47 LF 8 " D I P STA 35+15.12 22.5° BEND W/TB TOP 7078.12 (8" DIP)15 LF 8 " D I P STA 35+30.43 TEE W/ FRONT VALVE TOP 7077.86 (8" DIP)TOP 7077.19 (6" DIP) 111 L F 8 " D I P STA 36+41.79 TEE W/ THREE VALVES TOP 7075.05 (8" DIP)TOP 7072.71 (8" DIP) 26 LF 8 " D I P 5 LF 8 " D I P STA 31+50.33 TEE W/ FRONT VALVE TOP 7101.15 (8" DIP) 63 LF 8 " D I P STA 32+13.20 3/4" DOMESTIC WATER TAP TOP 7097.24 (8" DIP) PROPO S E D G R A D E A T P I P E ℄ EXIST I N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH 78 LF 8 " D I P G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 5:56 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 6 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r SCALE : 1 " = 2 0 ' JLS/K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CRO S S I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COO R D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 37+0 0 38+00 39+00 40+00 41+00 42+00 14 LF 6 " D I P FIRE H Y D R A N T STA 4 2 + 7 4 . 3 6 8" PLU G W / T B N1540 5 8 4 . 1 0 E2593 9 7 8 . 3 8 8" DIP STA 4 1 + 8 3 . 0 6 90° B E N D W / T B N154 0 4 9 6 . 7 1 E259 3 9 5 1 . 9 5 8" DIP STA 4 1 + 1 3 . 2 8 45° B E N D W / T B N1540 4 7 8 . 3 0 E2594 0 1 8 . 5 1 STA 4 1 + 1 6 . 2 9 45° B E N D W / T B N1540 4 7 7 . 0 8 E2594 0 1 5 . 7 7 8" DIP 8" DIP STA 4 0 + 0 6 . 7 4 11.25° B E N D W / T B N1540 5 7 5 . 4 6 E2594 0 6 2 . 2 4 8" DIP STA 3 7 + 1 9 . 5 0 11.25 ° B E N D W / T B N154 0 8 1 0 . 5 8 E259 4 1 2 5 . 3 2 38 LF 3 / 4 " T Y P E K C O P P E R STA 4 2 + 7 1 . 6 4 8"X6" T E E W / F R O N T V A L V E N154 0 5 8 1 . 5 0 E259 3 9 7 7 . 5 9 STA 4 2 + 6 6 . 6 4 3/4" D O M E S T I C W A T E R T A P N154 0 5 7 6 . 7 1 E259 3 9 7 6 . 1 5 7062 7063 7065 7070 85 82 83 84 86 87 88 70 75 80 85 69 71 72 73 74 76 77 78 79 81 82 83 84 86 87 88 75 80 85 75 708 5 7090 7084 7086 7087 7088 7089 7091 7085 7084 7086 7087 7088 7070 7075 7080 7085 7065 7063 7064 66 67 DITCH C U L V E R T CROS S I N G 75 63 64 65 65 WAT E R - M A I N P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 36+80 3 7 + 2 0 3 7 + 6 0 3 8 + 0 0 3 8 + 4 0 3 8 + 8 0 3 9 + 2 0 3 9 + 6 0 4 0 + 0 0 4 0 + 4 0 4 0 + 8 0 4 1 + 2 0 4 1 + 6 0 4 2 + 0 0 4 2 + 4 0 4 2 + 8 0 78 LF 8 " D I P STA 37+19.50 11.25° BEND W/TB TOP 7072.71 (8" DIP) 243 L F 8 " D I P STA 40+06.74 11.25° BEND W/TB TOP 7071.62 (8" DIP) 73 LF 8 " D I P STA 40+79.73 VERTICAL BEND TOP 7062.86 (8" DIP) STA 41+13.28 45° BEND W/TB TOP 7061.26 (8" DIP) 34 LF 8 " D I P 3 LF 8 " D I P STA 41+16.29 45° BEND W/TB TOP 7061.12 (8" DIP) 67 LF 8 " D I P STA 42+74.36 8" PLUG W/TB TOP 7056.87 (8" DIP) STA 42+71.64 8"X6" TEE W/ FRONT VALVE TOP 7056.94 (8" DIP)TOP 7060.17 (6" DIP) 3 LF 8 " D I P 5 LF 8" D I P 84 LF 8 " D I P STA 42+66.64 3/4" DOMESTIC WATER TAP TOP 7057.00 (8" DIP) STA 41+83.06 90° BEND W/TB TOP 7057.94 (8" DIP) 6.22' STA 41 + 5 0 . 8 0 UTIL C R O S S I N G INV 7 0 6 5 . 7 1 PROP O S E D G R A D E A T P I P E ℄ EXIST I N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 6:18 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 7 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCA L E : 1 " = 2 0 ' JLS / K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCAT I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 50+ 0 0 51+00 52+00 53+00 STA 52 + 3 0 . 5 6 11.25° B E N D W / T B N15415 5 3 . 6 2 E25944 2 4 . 0 9 8" DIP 8" DIP STA 51 + 4 3 . 6 7 TEE W / F R O N T V A L V E N15416 2 6 . 3 9 E25943 7 6 . 6 1 8" DIP STA 5 0 + 7 6 . 3 0 22.5° B E N D W / T B N154 1 6 8 2 . 8 2 E259 4 3 3 9 . 8 0 8" DIP STA 5 0 + 0 0 . 0 0 11.25° B E N D W / T B N1541 7 2 5 . 9 0 E2594 2 7 6 . 8 3 FIRE H Y D R A N T 7125 50 49 51 52 7160 7165 7170 7165 717 0 7175 7180 SEE S H E E T C V - C 2 . 1 3 55 60 5354 56575859 61 45 50 7120 7120 7125 7125 7125 7125 7130 7130 7130 7135 7135 71357135 7135 7135 EXTEN D 2 " S T U B S 1 0 ' B E Y O N D PAVEM E N T ( T Y P ) EXTEND 2 " S T U B S 1 0 ' B EY PAVEM E N T ( T Y P ) WATE R - N O R T H E A S T P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 49+80 5 0 + 0 0 5 0 + 4 0 5 0 + 8 0 5 1 + 2 0 5 1 + 6 0 5 2 + 0 0 5 2 + 4 0 5 2 + 8 0 5 3 + 2 0 STA 50+00.00 11.25° BEND W/TB TOP 7144.29 (8" DIP) 76 LF 8 " D I P STA 50+76.30 22.5° BEND W/TB TOP 7143.58 (8" DIP) 67 LF 8 " D I P STA 51+43.67 TEE W/ FRONT VALVE TOP 7142.90 (8" DIP)TOP 7144.09 (6" DIP) 87 LF 8 " D I P STA 52+30.56 11.25° BEND W/TB TOP 7142.02 (8" DIP) 134 L F 8 " D I P PRO P O S E D G R A D E A T P I P E ℄ EXIS T I N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 6:02 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 8 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCAL E : 1 " = 2 0 ' JLS/ K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOC A T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . SEE S H E E T C V - C 2 . 1 3 FOR C O N T I N U A T I O N 10+00 11+00 53+00 54+00 55+00 56+00 8" DIP STA 5 3 + 6 4 . 4 4 22.5 ° B E N D W / T B N154 1 4 2 9 . 3 8 E259 4 4 7 3 . 9 7 8" DIP STA 5 5 + 9 5 . 4 7 8"x10 " T E E W / T B W/ (2 ) 8 " G A T E V A L V E S & (1) 1 0 " G A T E V A L V E N154 1 1 9 8 . 3 6 E259 4 4 7 1 . 4 4 40 45 50 41 42 4344 46 47 48 49 51 52 53 54 45 50 55 7145 7150 7120 7125 71307135 7155 7160 7165 7170 7175 7180 7185 7190 7130 7135 45 46 47 48 49 7160 7165 7170 7175 7180 7185 7190 7195 SEE SH E E T C V - C 2 . 4 SEE S H E E T C V - C 2 . 2 7120 7125 EXTE N D 2 " S T U B S 1 0 ' B E Y O N D PAV E M E N T ( T Y P ) WAT E R - N O R T H E A S T P R O F I L E SCALE : 1 " = 2 0 ' H O R I Z 1" = 5 ' V E R T 52+8 0 5 3 + 2 0 5 3 + 6 0 5 4 + 0 0 5 4 + 4 0 5 4 + 8 0 5 5 + 2 0 5 5 + 6 0 5 6 + 0 0 5 6 + 1 5 231 LF 8 " D I P STA 55+95.47 8"x10" TEE W/ TB W/ (2) 8" GATE VALVES & (1) 10" GATE VALVE TOP 7133.34 (8" DIP) STA 53+64.44 22.5° BEND W/TB TOP 7140.66 (8" DIP) PROP O S E D G R A D E A T P I P E ℄ EXIST I N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 6:03 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 9 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r SCA L E : 1 " = 2 0 ' JLS/K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CRO S S I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COO R D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 29+00 3 36+00 37+0060+00 61+00 STEE L C A S I N G P E R AREM A S T A N D A R D S STA 60 + 0 0 . 0 0 TEE W / T H R E E V A L V E S N1540 8 8 8 . 1 7 E2594 1 2 9 . 5 4 8" DI P STA 6 1 + 3 4 . 7 8 TEE W / T H R E E V A L V E S N154 0 8 8 7 . 3 4 E259 4 2 6 4 . 3 2 8" DIP 1 05 10 15 20 85 828384 7060 7058 7059 7061 7062 7063 7065 7070 7080 7085 7090 7095 7100 7105 05 05 06 07 79 SEE S H E E T CV-C2 . 6 SEE SH E E T CV-C2. 5 7110 7108 7109 7091 7092 7093 04 EXTE N D 2 " S T U B S 1 0 ' BEYON D P A V E M E N T (TYP ) WATE R - W E S T P R O F I L E SCA L E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 59+80 6 0 + 0 0 6 0 + 4 0 6 0 + 8 0 6 1 + 2 0 6 1 + 6 0 135 L F 8 " D I P STA 60+00.00 TEE W/ THREE VALVES TOP 7075.05 (8" DIP)TOP 7072.71 (8" DIP) STA 61+34.78 TEE W/ THREE VALVES PRO P O S E D G R A D E A T P I P E ℄ EXIS T I N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 6:08 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 1 0 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCALE : 1 " = 2 0 ' JLS / K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCAT I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 70+0 0 71+00 72+0 0 73+00 74+00 75+00 76+00 90+00 91+00 92+00 00 05 10 96979899 0102030406070809 7090 7095 7089 7091 7092 7093 7094 7096 7097 7100 7105 7110 7115 7097 7098 7099 7101 7102 7103 7104 7106 7107 71087109 7111711271137114 7116 7117 7105711071157120712571307135 01 02 03 03 04 04 STA 7 0 + 0 0 . 0 0 6" PL U G W / T B N1542 2 7 1 . 5 7 E2593 8 8 4 . 7 1 8" DIP STA 7 0 + 1 2 . 0 4 TEE W / F R O N T V A L V E N15422 5 9 . 5 4 E25938 8 4 . 1 9 FIRE H Y D R A N T 10 LF 6 " D I P 8" DIP STA 7 0 + 6 3 . 8 1 22.5° B E N D W / T B N1542 2 0 7 . 8 1 E2593 8 8 1 . 9 8 8" DIP STA 71 + 7 2 . 7 8 11.25° B E N D W / T B N1542 1 0 5 . 4 5 E2593 9 1 9 . 3 5 8" DIP STA 7 2 + 3 9 . 0 4 11.25 ° B E N D W / T B N154 2 0 4 8 . 8 4 E259 3 9 5 3 . 7 7 STA 72 + 5 3 . 7 8 22.5° B E N D W / T B N15420 3 4 . 9 9 E25939 5 8 . 8 3 8" DIP 8" DIP STA 72 + 8 5 . 2 0 TEE W / F R O N T V A L V E N1542 0 0 3 . 6 0 E2593 9 5 7 . 5 9 FIRE H Y D R A N T 13 LF 6 " D I P 8" DIP STA 73 + 8 0 . 0 4 22.5° B E N D W / T B N1541 9 0 8 . 8 3 E2593 9 5 3 . 8 7 8" DIP STA 74 + 3 3 . 0 0 8"x8" T E E W/ THR E E V A L V E S N15418 5 9 . 1 4 E25939 7 2 . 2 08" DIP STA 75 + 1 8 . 6 7 11.25° B E N D W / T B N1541 7 7 8 . 7 7 E2594 0 0 1 . 8 6 8" DIP STA 7 5 + 5 6 . 2 5 11.25 ° B E N D W / T B N1541 7 4 6 . 7 3 E2594 0 2 1 . 5 0 STA 7 5 + 7 1 . 3 2 TEE W / F R O N T V A L V E N15417 3 5 . 6 6 E25940 3 1 . 7 3 FIRE H Y D R A N T 17 LF 6 " D I P SEE S H E E T CV-C2. 1 3 7096 7098 7099 709563 7145 71507155 7115 7120 7125 7130 71057110711571207125713071357135 TIE E X I S T I N G M O B I L E H O M E W A T E R SERVI C E S T O N E W W A T E R M A I N . PRO V I D E C U R B S T O P A N D M I N . 1 " SERVI C E F O R E A C H U N I T WAT E R - N O R T H P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 69+80 7 0 + 0 0 7 0 + 4 0 7 0 + 8 0 7 1 + 2 0 7 1 + 6 0 7 2 + 0 0 7 2 + 4 0 7 2 + 8 0 7 3 + 2 0 7 3 + 6 0 7 4 + 0 0 7 4 + 4 0 7 4 + 8 0 7 5 + 2 0 7 5 + 6 0 7 5 + 8 0 STA 70+12.04 TEE W/ FRONT VALVE TOP 7082.41 (8" DIP)TOP 7085.85 (6" DIP) STA 70+00.00 6" PLUG W/TB TOP 7081.61 (8" DIP) 12 LF 8 " D I P 52 LF 8 " D I P STA 70+63.81 22.5° BEND W/TB TOP 7085.85 (8" DIP) 109 L F 8 " D I P STA ???11.25° BEND W/TB TOP 7093.60 (8" DIP) 66 LF 8 " D I P STA 72+39.04 11.25° BEND W/TB TOP 7098.35 (8" DIP)15 LF 8 " D I P STA 72+53.78 22.5° BEND W/TB TOP 7098.35 (8" DIP)31 LF 8 " D I P STA 72+85.20 TEE W/ FRONT VALVE TOP 7098.35 (8" DIP)TOP 7101.60 (6" DIP) 95 LF 8 " D I P 53 LF 8 " D I P STA 74+33.00 8"x8" TEEW/ THREE VALVES TOP 7095.17 (8" DIP) 86 LF 8 " D I P STA 75+18.67 11.25° BEND W/TB TOP 7090.69 (8" DIP) 38 LF 8 " D I P STA 75+56.25 11.25° BEND W/TB TOP 7089.30 (8" DIP) STA 73+80.04 22.5° BEND W/TB TOP 7095.17 (8" DIP) PROP O S E D G R A D E A T P I P E ℄ EXISTI N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 6:09 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 1 1 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCALE : 1 " = 2 0 ' JLS/ K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOC A T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 76+00 77+0 0 78+00 79+00 80+00 81+00 STA 8 1 + 5 4 . 9 9 TEE W / T H R E E V A L V E S N154 1 2 2 0 . 3 7 E259 4 2 8 0 . 7 0 7097 8" DIP STA 8 0 + 6 2 . 9 3 11.25 ° B E N D W / T B N154 1 3 1 1 . 1 2 E259 4 2 6 5 . 2 2 8" DIP STA 7 8 + 6 2 . 0 9 TEE W / F R O N T V A L V E N15414 9 8 . 7 1 E25941 9 3 . 4 8 8" DIP STA 78 + 0 5 . 6 7 11.2 5 ° B E N D W / T B N15415 5 1 . 4 1 E25941 7 3 . 3 2 8" DIP STA 7 7 + 8 8 . 6 6 22.5° B E N D W / T B N1541 5 6 5 . 9 1 E25941 6 4 . 4 3 8" DIP STA 7 7 + 6 6 . 3 7 22.5° B E N D W / T B N15415 7 9 . 0 2 E25941 4 6 . 4 0 8" DIP STA 7 6 + 5 2 . 9 3 11.25 ° B E N D W / T B N15416 7 5 . 7 4 E25940 8 7 . 1 2 8" DI P FIRE H Y D R A N T 21 LF 6 " D I P 7090 7095 7089 7091 7092 7093 7094 7095 7091 7092 7093 7094 70967097 7098 7099 7095 7100 7092 7093 7094 7096 7097 7098 7099 7101 7102 7103 7104 7100 7101 7102 7103 7110711571207125 7105 7110 7115 7095 7100 7105 7110 7090 7095 7088 7088 90 91 92 710571107115 SEE S H E E T CV-C 2 . 6 SEE SH E E TW-C1.0 WATE R - N O R T H P R O F I L E SCALE : 1 " = 2 0 ' H O R I Z 1" = 5 ' V E R T 75+6 0 7 6 + 0 0 7 6 + 4 0 7 6 + 8 0 7 7 + 2 0 7 7 + 6 0 7 8 + 0 0 7 8 + 4 0 7 8 + 8 0 7 9 + 2 0 7 9 + 6 0 8 0 + 0 0 8 0 + 4 0 8 0 + 8 0 8 1 + 2 0 8 1 + 6 0 STA 81+54.99 TEE W/ THREE VALVES TOP 7095.45 (8" DIP) 82 LF 8 " D I P STA 76+52.93 11.25° BEND W/TB TOP 7085.89 (8" DIP) 103 L F 8 " D I P STA 77+55.81 VERT DEFLECTION TOP 7082.31 (8" DIP)STA 77+66.37 22.5° BEND W/TB TOP 7082.31 (8" DIP)22 LF 8 " D I P STA 77+88.66 22.5° BEND W/TB17 LF 8 " D I P STA 78+05.67 11.25° BEND W/TB TOP 7084.80 (8" DIP)TOP 7084.80 (8" DIP) 56 L F 8 " D I P STA 78+62.09 TEE W/ FRONT VALVE TOP 7087.39 (8" DIP)TOP 7091.82 (6" DIP) 92 LF 8 " D I P STA 80+62.93 11.25° BEND W/TB TOP 7092.07 (8" DIP) 201 L F 8 " D I P 11 LF 8 " D I P STA 75+71.32 TEE W/ FRONT VALVE TOP 7088.77 (8" DIP)TOP 7092.32 (6" DIP) 1.47' STA 77 + 6 0 . 8 1 UTIL C R O S S I N G INV 7 0 8 3 . 7 6 EXIST I N G G R A D E A T P I P E ℄ 8' MIN. BURY DEPTH G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 6:13 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 1 2 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r SCAL E : 1 " = 2 0 ' JLS/K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CRO S S I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COO R D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . 50+0 0 51+00 73+00 74+00 90+00 91+00 92+00 93+00 94+00 00 05 10 96979899 01 02 0304 060708 09 71057110 7101 710 2 7103 7104 7106 710771087109 711171127113 4 52 55 60 5354 565758 59 61 62 7105711071157120712571307135 01 02 03 03 04 04 7099 7100 7105 7110 62 6364 45 50 55 60 7145 7150 7155 7115 7120 7125 7130 7105711071157120 7120 7120 7125 7125 7125 7130 7130 7130 7135 7135 7135 7135 7135 7135 7135 7135 STA 9 0 + 0 0 . 0 0 8"x8" T E E W/ THR E E V A L V E S N154 1 8 5 9 . 1 4 E259 3 9 7 2 . 2 0 8" DIP STA 9 0 + 4 4 . 8 9 11.25 ° B E N D W / T B N1541 8 7 4 . 6 8 E2594 0 1 4 . 3 2 8" DIP STA 9 1 + 5 1 . 7 9 45° B E N D W / T B N154 1 8 9 1 . 4 1 E259 4 1 1 9 . 9 0 8" DI P STA 9 1 + 7 8 . 7 5 45° B E N D W / T B N154 1 8 7 5 . 5 6 E259 4 1 4 1 . 7 1 8" DIP STA 92 + 4 3 . 7 3 22.5° B E N D W / T B N1541 8 1 1 . 3 8 E2594 1 5 1 . 8 8 STA 9 3 + 0 3 . 4 8 22.5° B E N D W / T B N154 1 7 6 3 . 1 6 E259 4 1 8 6 . 8 6 STA 92 + 9 1 . 6 9 11.25° B E N D W / T B N1541 7 7 1 . 5 0 E2594 1 7 8 . 5 3 8" DIP 8" DIP STA 9 4 + 0 0 . 8 6 11.25 ° B E N D W / T B N154 1 7 2 5 . 9 0 E259 4 2 7 6 . 8 3 SEE SH E E T CV-C2 . 1 1 SAN S E W E R CROS S I N G EXTE N D 2 " S T U B S 1 0 ' BEYON D P A V E M E N T (TYP ) WAT E R - L O O P P R O F I L E SCA L E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 89+80 9 0 + 0 0 9 0 + 4 0 9 0 + 8 0 9 1 + 2 0 9 1 + 6 0 WATE R - L O O P P R O F I L E SCAL E : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 91+20 9 1 + 6 0 9 2 + 0 0 9 2 + 4 0 9 2 + 8 0 9 3 + 2 0 9 3 + 6 0 9 4 + 0 0 9 4 + 2 0 45 LF 8 " D I P STA 90+44.89 11.25° BEND W/TB TOP 7095.28 (8" DIP) 40 L F 8 " D I P STA 90+85.16 VERT BEND TOP 7096.11 (8" DIP) 43 LF 8" DIP 24 LF 8 " D I P STA 91+28.21 VERT DEFLECTION TOP 7125.05 (8" DIP) STA 90+00.00 8"x8" TEEW/ THREE VALVES TOP 7095.17 (8" DIP) 24 LF 8 " D I P STA 91+51.79 45° BEND W/TB TOP 7129.30 (8" DIP) 97 LF 8 " D I P STA 93+03.48 22.5° BEND W/TB TOP 7142.33 (8" DIP) STA 92+91.69 11.25° BEND W/TB TOP 7142.33 (8" DIP)12 L F 8 " DIP 48 LF 8 " D I P STA 92+43.73 22.5° BEND W/TB TOP 7142.33 (8" DIP) 65 LF 8 " D I P 27 LF 8 " D I P STA 91+78.75 45° BEND W/TB TOP 7129.30 (8" DIP) STA 94+00.86 11.25° BEND W/TB TOP 7144.29 (8" DIP) 1.51' STA 9 0 + 1 3 . 6 7 UTIL C R O S S I N G INV 70 9 2 . 9 3 G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-WTR-PNP-01.dwg, 9/23/2025 - 5:52 PM, SWW WATER PLAN AND PROFILE CV - C 2 . 1 3 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCALE : 1 " = 2 0 ' JLS / K A T RMM / S W W RMM / S W W 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCAT I O N A N D P R O T E C T I O N . 2. C O N T R A C T O R T O P O T H O L E E X I S T I N G U T I L I T I E S A T P R O P O S E D U T I L I T Y CROSS I N G S I N R O W P R I O R T O C O N S T R U C T I O N . 3. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 4. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . -- FIR E H Y D R A N T A S S E M B L Y D E T A I L NTS -- FR O S T P R O O F Y A R D H Y D R A N T D E T A I L NTS OR 12 " X 6 " M J T E E 8"X 6 " M J T E E , 6" AN C H O R 6" FI R E H Y D R A N T 25" MAX.18" MIN. 6" VA L V E B O X , W I D E O V A L B A S E 6" M. J . G A T E V A L V E & CURB & G U T T E R 3" CON C R E T E T H R U S T B L O C K OR E Q U A L F O R D R A I N A G E 1/3 C U Y D M I N , 6 " ° R O C K PRO P E R T Y L I N E POLY E T H Y L E N E W R A P P E D 6" D I P DRA I N L I N E S W I T H C O N C R E T E DO N O T C O V E R O R P L U G COUP L I N G O R 6 " SWIVE L A D A P T E R GROU N D 6"X 6 " M J T E E , 4.5' MIN COVER VARIE S ( S E E P L A N S ) 4.5' MIN COVER 1'-0"1'-3" 12" 18" M I N .2'-6" MIN HYDR A N T B A S E A N D D R A I N A G E R O C K TO BE C O V E R E D W I T H L O O S E S H E E T OF PO L Y E T H Y L E N E T O E X C L U D E BACK - F I L L M A T E R I A L F R O M V O I D S IN RO C K ME G A L U G RES T R A I N T ROD T O HYDR A N T OR NOT E : 1. A L T E R N A T E T O T H E A B O V E , F A S T E N M J V A L V E D I R E C T L Y T O A M J A N C H O R T E E (ALSO C A L L E D S W I V E L T E E ) 2. N O H O R I Z O N T A L O R V E R T I C A L B E N D S A R E A L L O W E D I N F I R E H Y D R A N T B R A N C H O R SPRIN K L E R L I N E S 3. N O P O R T I O N O F T H E F I R E H Y D R A N T M A Y P R O T R U D E I N T O S I D E W A L K A R E A CON C R E T E T H R U S T B L O C K 4'-6" MIN YARD H Y D R A N T W/ BAC K F L O W P R E V E N T O R INST A L L P E R M N F R DRAI N A G E G R A V E L (33"x 3 3 " x 3 3 " ) TYPE K C O P P E R L I N E (SEE P L A N S F O R S I Z E ) SCH 4 0 G A L V S T L PIPE A N D B R A S S F I T T I N G S WITH V A L V E A N D D R A I N P O R T 3' 0.67'2' 2'x2'x 4 " C O N C SPLA S H P A D 4" 18" - CON C R E T E T H R U S T B L O C K D E T A I L NTS 6" 6" 2D(TYP) NOT E S : 1. B E A R I N G S U R F A C E S S H O W N I N C H A R T A R E MINIM U M S Q U A R E F E E T 2. B A S E D O N 1 5 0 P S I I N T E R N A L P I P E P R E S S U R E PLUS W A T E R H A M M E R . 4 " , 6 " , 8 " , & 1 2 " W A T E R HAMM E R = 1 1 0 P S I 1 6 " , 2 0 ' A N D 2 4 " W A T E R HAMM E R = 7 0 P S I 3. B A S E D O N 3 0 0 0 p s f S O I L B E A R I N G C A P A C I T Y 4. U S E T Y P E I I P O R T L A N D C E M E N T 3 0 0 0 P S I CONC R E T E 5. A L L V A L V E S , T E E S , B E N D S A N D P L U G S S H A L L B E REST R A I N E D A N D K I C K B L O C K E D - GAT E V A L V E D E T A I L NTS IF GR E A T E R T H A N 5 ' - 0 " PROV I D E O P E R A T I N G NUTEXTE N S I O N W I T H CENT E R I N G R I N G NOT E : 1. C A R E S H A L L B E T A K E N W H E N I N S T A L L I N G V A L V E S O N L I N E S T O A S S U R E PROP E R S U P P O R T O F T H E V A L V E S . 2. W O O D B L O C K S O R 3 / 4 " W A S H E D R O C K T O B E I N S T A L L E D U N D E R T H E V A L V E TO PR O V I D E P R O P E R S U P P O R T W H E R E R E Q U I R E D . 3. V A L V E S S H A L L N O T B E P L A C E D I N C O N C R E T E C R O S S P A N S . - 3/4 " O R 1 " S E R V I C E L I N E , S T O P B O X A N D O U T S I D E M E T E R I N S T A L L A T I O N D E T A I L NTS OWNE R ' S S E R V I C E P I P E A N D R E S P O N S I B I L I T Y 5' M A X ( S E E N O T E ) 4.5' MIN DISTA N C E V A R I E S SHOU L D A N Y S I T U A T I O N A R I S E O T H E R T H A N SHOW N C O N C E R N I N G T H E D E P T H O R OBSTR U C T I O N OF SE R V I C E L I N E O R T H E P L A C E M E N T O F M E T E R PIT ORSTOP B O X C A L L F I E L D I N S P E C T O R O R F I E L D SUPER V I S O R . WATER M A I N CORPO R A T I O N S T O P INSU L A T I N G C O U P L I N G R E Q U I R E D W I T H METAL L I C W A T E R M A I N S . DENV E R W A T E R S B O U N D A R Y FOR L E A K R E P A I R O N L Y SERVI C E P I P E S H A L L B E TYPE " K " C O P P E R F R O M MAIN T H R O U G H T H E METER P I T . CURB S T O P 5' MAX ( S E E N O T E ) PAVEM E N T COMB I N A T I O N C U R B , GUTT E R & S I D E W A L K STOP & W A S T E PROP E R T Y L I N E 60' MA X F R O M W A T E R M A I N T O M E T E R FOR R E P A I R S O T H E R T H A N L E A K S NOTE S : 1. P L A C E M E N T O F S T O P B O X C A N V A R Y F R O M A M A X I M U M O F 5 F E E T O U T S I D E T H E PRO P E R T Y L I N E T O A M A X I M U M O F 5 F E E T I N S I D E T H E P R O P E R T Y L I N E . P L A C E M E N T OF T H E S T O P B O X O U T S I D E T H E P R O P E R T Y L I N E . 2. O W N E R ' S R E S P O N S I B I L I T Y F O R L E A K R E P A I R S H A L L B E U P T O A N D I N C L U D I N G T H E TUBE N U T W H I C H T H R E A D S O N T O T H E C U R B S T O P . O W N E R ' S R E S P O N S I B I L I T Y F O R REPA I R S O T H E R T H A N L E A K R E P A I R E X T E N D S T O T H E C O R P O R A T I O N S T O P . 3. D E N V E R W A T E R W I L L R E P A I R L E A K S O N S E R V I C E L I N E S W H E N N O T I F I E D , F R O M T H E COR P O R A T I O N S T O P T O C U R B S T O P . REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILIPS MOBILE HOME PARK PITKIN COUNTY, COLORADO SHE E T N O . 3493 c MAY 2 0 2 5 JLSRMMRMM Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r WATER DETAILS CV - C 2 . 1 4 7" 8" DEBR I S F L O W C H A N N E L WAST E W A T E R T R E A T M E N T FACIL I T Y E N V E L O P E WWTF A C C E S S R O A D & SAN I T A R Y S E W E R MAIN C R O S S I N G L A S T CHAN C E D I T C H WATER TREA T M E N T FACILI T Y STE E L C A S I N G P E R AREMA S T A N D A R D S STEE L C A S I N G P E R ARE M A S T A N D A R D S WATE R S T O R A G E T A N K SEE S H E E T C V - C 2 . 1 6 SEE S H E E T C V - C 2 . 1 7 SEE S H E E T C V - C 2 . 1 8 SEE S H E E T C V - C 2 . 1 9 SEE S H E E T C V - C 2 . 2 0 SEE S H E E T C V - C 2 . 2 1 SEE S H E E T C V - C 2 . 2 2 SEE S H E E T C V - C 2 . 2 3 SEE S H E E T C V - C 2 . 2 4 G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-01.dwg, 9/23/2025 - 6:18 PM, SWW OVERALL SANITARY SEWER PLAN & KEY CV - C 2 . 1 5 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r JLS/K A T RMM / S W W RMM / S W W SANI T A R Y M A I N - U P P E R T R U N K P R O F I L E SCA L E : 1 " = 4 0 ' H O R I Z 1 " = 5 ' V E R T 71+60 72+00 72+80 73+60 74+40 75+20 76+00 76+80 77+60 149 L F 1 2 " P V C @ 1 . 0 0 % 145 LF 1 2 " P V C @ 1 . 0 0 % 73 LF 1 2 " P V C @ 1 . 0 0 % STA 73+42.66 4' SAN MH RIM 7148.68 INV IN(N) 7141.15 (12" PVC)INV OUT(S) 7140.95 (12" PVC) STA 74+87.64 4' SAN MH RIM 7150.07 INV IN(NW) 7142.80 (12" PVC)INV OUT(S) 7142.60 (12" PVC) STA 76+36.41 4' SAN MH RIM 7151.19 INV IN(NW) 7144.49 (12" PVC)INV OUT(SE) 7144.29 (12" PVC) STA 77+09.02 4' SAN MH RIM 7152.27 INV OUT(SE) 7145.21 (12" PVC) 219 LF 1 2 " P V C @ 2 . 4 2 % FINIS H E D G R A D E @ P I P E ℄ EXIST G R A D E @ P I P E ℄ 5' MIN. BURY DEPTH (TYP) 72+00 73+0 0 74+00 75+00 76+00 77+00 STA 7 7 + 0 9 . 0 2 4' SAN M H N1541 7 3 3 . 0 3 E2594 2 9 2 . 6 4 12" PV CSTA 76 + 3 6 . 4 1 4' SAN M H N1541 6 8 9 . 5 7 E2594 3 5 0 . 8 1 12" P V C STA 7 4 + 8 7 . 6 4 4' SA N M H N154 1 5 6 6 . 6 1 E259 4 4 3 4 . 5 4 12" P V C STA 7 3 + 4 2 . 6 6 4' SAN M H N1541 4 3 1 . 4 1 E2594 4 8 6 . 9 1 12" P V C 60 70 54 5658 62 64 66 68 727272 74 405042444648 70 62 64 66687274 404244 464646 44 7200 7210 7220 7192 7194 7196 7198 7202 7204 7206 7208 7212 7214 7216 7218 7222 7190 7200 7210 7220 71867188 7192719471967198 7202 7204 7206 7208 7212 721472167218 722272247226 7110 7120 7106710871127114711671187122712471267128 PI: 120 + 3 6 . 2 0 11+00 EXTE N D 4 " S T U B S 1 0 ' BEYO N D P A V E M E N T ( T Y P ) G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-01.dwg, 9/23/2025 - 6:05 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 1 6 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COO R D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTIL I T Y N O T E S : REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCAL E : 1 " = 4 0 ' JLS / K A T RMM / S W W RMM / S W W SAN I T A R Y M A I N - U P P E R T R U N K P R O F I L E SCAL E : 1 " = 4 0 ' H O R I Z 1 " = 5 ' V E R T 63+80 64+0 0 64+8 0 65+6 0 66+40 67+20 68+00 68+80 69+60 70+40 71+20 72+00 72+40 145 LF 1 2 " P V C @ 3 . 2 3 % 166 LF 1 2 " P V C @ 3 . 0 9 % STA 68+76.22 4' SAN MH RIM 7135.43 INV IN(NE) 7128.35 (12" PVC)INV OUT(S) 7128.15 (12" PVC) 81 LF 1 2 " P V C @ 2 . 1 7 % STA 70+42.06 4' SAN MH RIM 7140.73 INV IN(N) 7133.68 (12" PVC)INV OUT(SW) 7133.48 (12" PVC) 160 LF 1 2 " P V C @ 8 . 9 5 % STA 67+31.22 4' SAN MH RIM 7130.28 INV IN(N) 7123.47 (12" PVC)INV OUT(S) 7122.27 (12" PVC) 17 L F 1 2 " P V C @ 4 . 5 0 % STA 64+86.22 4' SAN MH RIM 7108.34 INV IN(NE) 7099.93 (12" PVC)INV OUT(W) 7099.73 (12" PVC) 103 LF 1 2 " P V C @ 1 . 0 0 % 219 L F 1 2 " P V C @ 2 . 4 2 % STA 71+23.45 4' SAN MH RIM 7142.68 INV IN(N) 7135.64 (12" PVC)INV IN(E) 7135.64 (12" PVC)INV OUT(S) 7135.44 (12" PVC) EXIS T G R A D E @ P I P E ℄ FINIS H E D G R A D E @ P I P E ℄ 1.95' 1.42' 45 LF 1 2 " P V C @ 8 . 9 5 % STA 65+31.22 4' SAN MH RIM 7111.66 INV IN(NE) 7104.16 (12" PVC)INV OUT(SW) 7103.96 (12" PVC) 40 LF 1 2 " P V C @ 8 . 9 5 % STA 65+71.22 4' SAN MH RIM 7115.42 INV IN(N) 7107.94 (12" PVC)INV OUT(SW) 7107.74 (12" PVC) STA 64+69.14 4' SAN MH RIM 7107.49 INV IN(E) 7098.96 (12" PVC)INV OUT(N) 7098.76 (12" PVC) 1.45'STA 6 4 + 5 5 . 8 7 8" DIP X I N G ( W T R ) TOP 7 0 9 7 . 1 8 STA 7 1 + 0 9 . 4 5 10" D I P X I N G ( W T R ) TOP 7 1 3 3 . 7 4 STA 69 + 1 3 . 1 5 48"X 3 6 " B O X C U L V E R T X I N G ( S T M ) BOT 7 1 3 2 . 4 7 5' MIN BURY DEPTH (TYP) STEE L C A S I N G P E R AREM A S T A N D A R D S 62+00 63+00 64+00 65+00 66+00 67+00 68+0 0 70+00 71+0 0 72+00 SANITA R Y M A I N - U P P E R T R U N K S T A 7 1 + 2 3 . 4 5 = SANI T A R Y - U P P E R B R A N C H S T A 1 2 0 + 0 0 . 0 0 4' SAN M H N15412 1 2 . 2 1 E25944 8 5 . 1 0 4 7150 7144 7146 7148 7152 7154 7122 7124 7126 7128 7110 7120 71127114 7116 7118 10 08 12 14 16 18 12141618 10 08 50525456 STA 7 0 + 4 2 . 0 6 4' SA N M H N15411 3 0 . 8 4 E259 4 4 8 3 . 1 3 12" P V C 12" PV C STA 6 8 + 7 6 . 2 2 4' SA N M H N154 0 9 7 8 . 2 3 E259 4 4 1 8 . 2 4 STA 6 7 + 3 1 . 2 2 4' SA N M H N154 0 8 3 3 . 9 8 E2594 4 0 3 . 4 7 12" P V C SEE S H E E T C V - C 2 . 2 2 STA 6 5 + 7 1 . 2 2 4' SA N M H N1540 6 7 4 . 8 1 E25943 8 7 . 1 9 12" PV C STA 6 5 + 3 1 . 2 2 4' SA N M H N154 0 6 3 8 . 8 1 E259 4 3 6 9 . 7 5 12" P V C STA 6 4 + 8 6 . 2 2 4' SAN M H N1540 6 1 0 . 4 0 E2594 3 3 4 . 8 6 12" P V CSTA 64 + 6 9 . 1 4 4' SAN M H N1540 6 0 6 . 0 9 E2594 3 1 8 . 3 3 119+80 PI: 120 + 3 6 . 2 0 100+0 0 101+ 0 0 102+0 0 103+00 SEE S H E E T C V - C 2 . 2 1 EXTEN D 4 " S T U B S 1 0 ' BEYO N D P A V E M E N T ( T Y P ) G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-01.dwg, 9/23/2025 - 6:11 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 1 7 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COOR D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTIL I T Y N O T E S : REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCAL E : 1 " = 4 0 ' JLS/ K A T RMM / S W W RMM / S W W SAN I T A R Y M A I N - U P P E R T R U N K P R O F I L E SCALE : 1 " = 4 0 ' H O R I Z 1" = 5 ' V E R T 59+80 60+00 60+80 61+6 0 62+4 0 63+2 0 64+0 0 64+60 103 LF 1 2 " P V C @ 1 . 0 0 % 67 LF 1 2 " P V C @ 1 . 0 0 % STA 62+62.90 4' SAN MH RIM 7105.74 INV IN(S) 7096.50 (12" PVC)INV OUT(N) 7096.30 (12" PVC) STA 61+95.47 4' SAN DROP MH RIM 7105.78 INV IN(S) 7095.63 (12" PVC)INV IN(N) 7097.79 (8" PVC)INV OUT(W) 7095.43 (12" PVC)116 LF 12 " P V C @ 1 0 . 0 0 % STA 60+79.36 4' SAN DROP MH RIM 7092.22 INV IN(E) 7083.82 (12" PVC)INV OUT(SW) 7079.59 (12" PVC) 47 LF 1 2 " P V C @ 1 0 . 0 0 % STA 60+32.48 4' SAN MH RIM 7080.76 INV IN(NE) 7074.90 (12" PVC)INV OUT(SW) 7074.65 (12" PVC) 32 L F 1 2 " P V C @ 8 . 0 0 % STA 60+00.00 4' SAN MH RIM 7080.60 INV IN(N) 7071.25 (12" PVC)INV IN(NE) 7072.05 (12" PVC)INV OUT(S) 7071.05 (12" PVC) STA 63+66.14 4' SAN MH RIM 7112.67 INV IN(S) 7097.73 (12" PVC)INV OUT(N) 7097.53 (12" PVC) FINIS H E D G R A D E @ P I P E ℄ EXIST G R A D E @ P I P E ℄ STA 6 1 + 8 2 . 4 9 8" DIP X I N G ( W T R ) BOT 7 0 9 6 . 2 0 STA 6 0 + 2 1 . 6 0 8" DIP X I N G ( W T R ) TOP 7 0 7 2 . 7 1 1.07' 1.07' STEEL C A S I N G P E R AREM A S T A N D A R D S 61+0062+00 63+0 0 64+0 0 65+00 7122 7124 7120 7118 10 08 12 14 16 18 08 12" PV C E25942 7 7 . 4 5 STA 6 3 + 6 6 . 1 4 4' SA N M H N154 0 7 0 5 . 7 5 E259 4 2 9 2 . 3 4 12" PV C SAN I T A R Y M A I N - U P P E R T R U N K S T A 6 1 + 9 5 . 4 7 = SANI T A R Y - M I D D L E B R A N C H S T A 1 0 0 + 0 0 . 0 0 4' SAN D R O P M H N15408 7 5 . 3 4 E2594 2 7 7 . 1 1 12" PVC STA 60 + 7 9 . 3 6 4' SAN D R O P M H N15408 7 5 . 9 8 E25941 6 1 . 0 1 12" P V C STA 6 0 + 3 2 . 4 8 4' SA N M H N154 0 8 3 8 . 4 6 E259 4 1 3 2 . 8 8 12" P V C SANIT A R Y M A I N - U P P E R T R U N K S T A 6 0 + 0 0 . 0 0 = SAN I T A R Y M A I N - L O W E R T R U N K S T A 6 + 1 3 . 3 2 4' SAN M H N1540 8 1 2 . 4 8 E2594 1 1 3 . 4 0 100+0 0 101+00 SEE SH E E T C V - C 2 . 2 1 5+00 7+00 8+00 EET C V - C 2 . 2 0 EXTEN D 4 " S T U B S 1 0 ' BEYO N D P A V E M E N T ( T Y P ) G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-01.dwg, 9/23/2025 - 5:53 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 1 8 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COOR D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTIL I T Y N O T E S : REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r SCALE : 1 " = 4 0 ' JLS/K A T RMM / S W W RMM / S W W SAN I T A R Y M A I N - L O W E R T R U N K P R O F I L E SCALE : 1 " = 4 0 ' H O R I Z 1 " = 5 ' V E R T 7+40 8+00 8+80 9+60 10+4 0 11+2 0 12+0 0 12+8 0 13+60 14+40 15+0 0 154 LF 1 2 " P V C @ 0 . 5 0 % STA 14+15.12 4' SAN MH RIM 7089.71 INV IN(NE) 7083.68 (12" PVC)INV OUT(S) 7083.18 (12" PVC) 41 LF 1 2 " P V C @ 0.9 9 % STA 12+60.72 4' SAN MH RIM 7091.49 INV IN(N) 7082.40 (12" PVC)INV OUT(S) 7082.20 (12" PVC) 222 LF 1 2 " P V C @ 0 . 5 0 % STA 10+39.09 4' SAN MH RIM 7089.41 INV IN(N) 7081.10 (12" PVC)INV OUT(S) 7080.90 (12" PVC)97 LF 1 2 " P V C @ 0 . 5 0 % STA 9+42.30 4' SAN MH RIM 7089.10 INV IN(N) 7080.41 (12" PVC)INV OUT(SW) 7080.21 (12" PVC)103 LF 1 2 " P V C @ 0 . 5 0 % 226 L F 1 2 " P V C @ 3 . 6 4 % STA 8+39.63 4' SAN MH RIM 7085.76 INV IN(NE) 7079.70 (12" PVC)INV OUT(S) 7079.50 (12" PVC) STA 14+55.95 4' SAN MH RIM 7092.28 INV IN(S) 7084.28 (12" PVC)INV IN(NW) 7084.28 (12" PVC)INV OUT(SW) 7084.08 (12" PVC) EXIST G R A D E @ P I P E ℄ FINISH E D G R A D E @ P I P E ℄ 1.47' STA 1 4 + 2 5 . 7 3 8" DIP X I N G ( W T R ) TOP 7 0 8 2 . 3 1 5' MIN BURY DEPTH (TYP) STEE L C A S I N G P E R ARE M A S T A N D A R D S 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0 0 72 72 74 7 7084 7086 7088 7072 70747076 70787080 7078 7082 7060 7062 7064 7064 7066 7070 7068 7066 7070 7066 7068 7130 7128 7132 7134 7134 7110 7120 7108 7112 711471167118 71227124 7126 84 86 88 70 80 68 72747678 80 7678 10 07 08 09 11 12 15 20 25 12" P V C STA 8 + 3 9 . 6 3 4' SAN M H N1541 0 3 8 . 4 5 E2594 1 2 5 . 6 9 12" P V C STA 9 + 4 2 . 3 0 4' SAN M H N1541 1 1 7 . 6 3 E2594 1 9 1 . 0 5 12" PV C STA 10 + 3 9 . 0 9 4' SAN M H N1541 2 1 1 . 6 3 E2594 2 1 4 . 1 3 12" P V C STA 1 2 + 6 0 . 7 2 4' SAN M H N1541 4 3 0 . 6 2 E2594 1 8 0 . 0 0 12" P V C STA 14 + 1 5 . 1 2 4' SAN M H N15415 7 8 . 1 5 E25941 3 4 . 4 8 12" PV C SAN I T A R Y M A I N - L O W E R T R U N K S T A 1 4 + 5 5 . 9 5 = SA N I T A R Y - L O W E R B R A N C H S T A 4 0 + 0 0 . 0 0 4' SA N M H N154 1 5 9 9 . 7 0 E259 4 1 6 9 . 1 6 101+ 0 0 102+0 0 103+00 PI: 76+36.4 1 .64 PI: 68+76.2 PI: 61 + 9 5 . 4 7 SEE S H E E T C V - C 2 . 2 4 40+0 0 41+00 42+00 43+0 0 44+0 0 PI: 43+06.52 SEE S H E E T C V - C 2 . 2 3 SEE S H E E T C V - C 2 . 1 8 EXTEN D 4 " S T U B S 1 0 ' BEYO N D P A V E M E N T (TYP) G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-02.dwg, 9/23/2025 - 6:12 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 1 9 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHO W N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COO R D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTIL I T Y N O T E S : REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SCAL E : 1 " = 4 0 ' JLS / K A T RMM / S W W RMM / S W W SAN I T A R Y M A I N - L O W E R T R U N K P R O F I L E SCAL E : 1 " = 4 0 ' H O R I Z 1 " = 5 ' V E R T 0+60 0+80 1+60 2+40 3+20 4+00 4+80 5+60 6+40 7+20 8+00 8+20 226 LF 1 2 " P V C @ 3 . 6 4 % STA 6+13.32 4' SAN MH RIM 7080.60 INV IN(N) 7071.25 (12" PVC)INV IN(NE) 7072.05 (12" PVC)INV OUT(S) 7071.05 (12" PVC) 241 L F 1 2 " P V C @ 0 . 5 0 % STA 3+72.10 4' SAN MH RIM 7079.50 INV IN(N) 7069.85 (12" PVC)INV OUT(SW) 7069.65 (12" PVC)99 LF 1 2 " P V C @ 8 . 9 2 % STA 2+73.11 4' SAN MH RIM 7070.11 INV IN(NE) 7060.82 (12" PVC)INV OUT(W) 7060.62 (12" PVC) 43 LF 1 2 " P V C @ 1 . 0 0 % STA 2+30.12 4' SAN MH RIM 7068.27 INV IN(E) 7060.19 (12" PVC)INV OUT(N) 7059.99 (12" PVC)130 L F 1 2 " P V C @ 0.97 % STA 1+00.00 4' SAN MH RIM 7064.46 INV IN(S) 7058.72 (12" PVC) FINISH E D G R A D E @ P I P E ℄ EXIST G R A D E @ P I P E ℄ 4.29' STA 2+ 4 8 . 2 8 UTIL C R O S S I N G INV 7 0 6 5 . 6 8 5' MIN BURY DEPTH (TYP) 54 LF 4 " BLUEB O A R D INSUL A T I O N (TOP & S I D E S ) 3.56' 1+00 2+003+00 4+00 5+00 7+00 8+00 84 86 72 72 74 7060 7070 7080 7066 7070 7068 80 7678 12" PV C SAN I T A R Y M A I N - L O W E R T R U N K S T A 6 + 1 3 . 3 2 = SA N I T A R Y M A I N - U P P E R T R U N K S T A 6 0 + 0 0 . 0 0 4' SA N M H N154 0 8 1 2 . 4 8 E259 4 1 1 3 . 4 0 12" P V C STA 3 + 7 2 . 1 0 4' SA N M H N154 0 5 7 9 . 5 0 E259 4 0 5 0 . 9 0 12" PVC STA 2+ 7 3 . 1 1 4' SAN M H N1540 4 8 9 . 2 3 E2594 0 1 0 . 2 7 12" PV C STA 2 + 3 0 . 1 2 4' SAN M H N1540 5 0 1 . 8 7 E2593 9 6 9 . 1 8 12" PVC STA 1 + 0 0 . 0 0 4' SAN M H N1540 6 2 5 . 7 0 E2594 0 0 9 . 1 6 61+00 SEE S H E E T C V - C 2 . 1 8 (TYP) 70 75 80 85 71 727374 76777879 81828384 868788 G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-02.dwg, 9/23/2025 - 6:03 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 2 0 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIO R T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COOR D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTIL I T Y N O T E S : SCALE : 1 " = 4 0 ' JLS/ K A T RMM / S W W RMM / S W W SANI T A R Y - M I D D L E B R A N C H P R O F I L E SCA L E : 1 " = 4 0 ' H O R I Z 1 " = 5 ' V E R T 99+60 100+00 100+80 101+6 0 102+4 0 103+2 0 103+ 8 0 STA 100+00.00 4' SAN DROP MH RIM 7105.78 INV IN(S) 7095.63 (12" PVC)INV IN(N) 7097.79 (8" PVC)INV OUT(W) 7095.43 (12" PVC) 48 LF 8 " P V C @ 2 . 0 0 % STA 100+47.95 4' SAN MH RIM 7105.98 INV IN(N) 7098.95 (8" PVC)INV OUT(S) 7098.75 (8" PVC) 49 LF 8 " P V C @ 2 . 0 0 % STA 100+96.52 4' SAN MH RIM 7106.88 INV IN(N) 7100.12 (8" PVC)INV OUT(S) 7099.92 (8" PVC) 163 LF 8 " P V C @ 2 . 0 0 % STA 102+59.83 4' SAN MH RIM 7109.52 INV IN(NE) 7103.59 (4" PVC)INV OUT(S) 7103.39 (8" PVC) 56 LF 4 " P V C @ 6 . 3 7 % STA 103+16.06 CORIM 7112.67 INV IN(NE) 7107.17 (4" PVC)INV OUT(SW) 7107.17 (4" PVC) 5 LF 4 " P V C @ 6 . 3 7 % STA 103+21.06 BLDG CONNECTION RIM 7107.86 INV OUT(SW) 7107.49 (4" PVC) FINIS H E D G R A D E @ P I P E ℄EXIST G R A D E @ P I P E ℄ 5' MIN BURY DEPTH (TYP) STEEL C A S I N G P E R AREM A S T A N D A R D S 100+ 0 0 101+0 0 102+00 103+00 103+25 10 20 08 12141618 222426 3028 32343434 10 08 1214 16 61+0062+0 0 63+00 64+00 65+00 66+00 67+00 SEE SH E E T C V - C 2 . 1 8 SANIT A R Y - M I D D L E B R A N C H S T A 1 0 0 + 0 0 . 0 0 = SAN I T A R Y M A I N - U P P E R T R U N K S T A 6 1 + 9 5 . 4 7 8" PV C STA 1 0 0 + 4 7 . 9 5 4' SAN M H N1540 9 2 3 . 2 9 E2594 2 7 6 . 8 7 8" PV C STA 1 0 0 + 9 6 . 5 2 4' SA N M H N15409 7 1 . 1 0 E25942 8 5 . 4 4 8" PVC STA 1 0 2 + 5 9 . 8 3 4' SAN M H N1541 1 3 4 . 3 2 E2594 2 9 0 . 9 0 4" PV C 4" PV C STA 1 0 3 + 2 1 . 0 6 BLDG C O N N E C T I O N N154 1 1 6 9 . 3 4 E259 4 3 4 0 . 7 5 STA 1 0 3 + 1 6 . 0 6 CON154 1 1 6 5 . 2 6 E259 4 3 3 7 . 8 6 G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-03.dwg, 9/23/2025 - 6:07 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 2 1 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOC A T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTI L I T Y N O T E S : REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r SCALE : 1 " = 4 0 ' JLS/K A T RMM / S W W RMM / S W W SANI T A R Y - U P P E R B R A N C H P R O F I L E SCALE : 1 " = 4 0 ' H O R I Z 1 " = 5 ' V E R T 118+ 8 0 1 1 9 + 2 0 1 2 0 + 0 0 1 2 0 + 8 0 1 2 1 + 6 0 1 2 2 + 4 0 1 2 3 + 2 0 1 2 4 + 0 0 1 2 4 + 4 0 STA 123+71.37 4' SAN MH RIM 7162.25 INV OUT(SW) 7156.35 (12" PVC) 85 L F 1 2 " P V C @ 2 . 7 1 % STA 122+86.72 4' SAN MH RIM 7160.91 INV IN(NE) 7154.06 (12" PVC)INV OUT(W) 7153.86 (12" PVC) 28 LF 1 2 " P V C @ 3 . 6 9 % STA 122+58.69 4' SAN MH RIM 7159.07 INV IN(E) 7152.82 (12" PVC)INV OUT(N) 7152.62 (12" PVC) 68 L F 1 2 " P V C @ 4 . 8 4 % STA 121+91.17 4' SAN MH RIM 7155.67 INV IN(S) 7149.35 (12" PVC)INV OUT(N) 7149.15 (12" PVC) 113 LF 1 2 " P V C @ 7 . 6 4 % STA 120+78.39 4' SAN MH RIM 7146.22 INV IN(S) 7140.53 (12" PVC)INV OUT(NW) 7140.33 (12" PVC) 42 LF 1 2 " P V C @ 7 . 8 6 % STA 120+36.20 4' SAN MH RIM 7143.55 INV IN(SE) 7137.02 (12" PVC)INV OUT(W) 7136.82 (12" PVC) 36 LF 1 2 " P V C @ 3 . 2 4 % STA 120+00.00 4' SAN MH RIM 7142.68 INV IN(N) 7135.64 (12" PVC)INV IN(E) 7135.64 (12" PVC)INV OUT(S) 7135.44 (12" PVC) FINI S H E D G R A D E @ P I P E ℄ EXIS T G R A D E @ P I P E ℄ 5' MIN BURY DEPTH (TYP) 7160 7170 7180 7190 7200 7210 7220 7230 7240 7250 7260 7270 7280 7290 7300 7150716071707180 7190 123+71 . 3 7 121+00 122+0 0 123+00 67+00 68+00 70+00 72+0 0 73+00 74+00 SANIT A R Y - U P P E R B R A N C H S T A 1 2 0 + 0 0 . 0 0 = SAN I T A R Y M A I N - U P P E R T R U N K S T A 7 1 + 2 3 . 4 5 STA 1 2 0 + 3 6 . 2 0 4' SAN M H N154 1 2 1 1 . 8 2 E259 4 5 2 1 . 3 0 12" P V C 12" PV C STA 1 2 0 + 7 8 . 3 9 4' SAN M H N154 1 1 8 1 . 9 1 E2594 5 5 1 . 0 7 STA 1 2 2 + 5 8 . 6 9 4' SAN M H N1541 0 0 3 . 4 9 E2594 5 6 5 . 7 5 12" PV C STA 1 2 2 + 8 6 . 7 2 4' SAN M H N1541 0 1 0 . 0 5 E2594 5 9 3 . 0 0 12" P V C STA 1 2 3 + 7 1 . 3 7 4' SAN M H N1541 0 8 4 . 9 0 E2594 6 3 2 . 5 5 STA 1 2 1 + 9 1 . 1 7 4' SAN M H N1541 0 6 9 . 1 4 E2594 5 4 9 . 9 5 12" P V C SEE S H E E T S C V - C 2 . 1 6 & C V - C 2 . 1 7 50 46 48 52 54 60 52 545658 50 48 4446 52 54 56 12" PV C 50 48 52545658 40 4244 464646 30 24 26 28 32 34 38 EXTEN D 4 " S T U B S 1 0 ' BEYON D P A V E M E N T (TY P ) G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-04.dwg, 9/23/2025 - 5:53 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 2 2 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCA T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COOR D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTIL I T Y N O T E S : SCAL E : 1 " = 4 0 ' JLS / K A T RMM / S W W RMM / S W W SANI T A R Y M A I N - L O W E R T R U N K P R O F I L E SCALE : 1 " = 4 0 ' H O R I Z 1" = 5 ' V E R T 14+40 15+20 16+00 16+80 17+60 18+40 19+2 0 20+0 0 20+8 0 21+2 0 STA 20+60.70 4' SAN MH RIM 7100.74 INV OUT(SE) 7094.74 (12" PVC)96 LF 1 2 " P V C @ 0 . 5 0 % STA 19+64.98 4' SAN MH RIM 7107.66 INV IN(NW) 7094.27 (12" PVC)INV OUT(S) 7094.07 (12" PVC) 132 L F 1 2 " P V C @ 0 . 5 0 % STA 18+32.65 4' SAN MH RIM 7103.54 INV IN(N) 7093.40 (12" PVC)INV OUT(S) 7093.20 (12" PVC) 157 LF 1 2 " P V C @ 2 . 5 5 % 220 LF 1 2 " P V C @ 2 . 1 5 % STA 16+75.69 4' SAN MH RIM 7098.20 INV IN(N) 7089.21 (12" PVC)INV OUT(SE) 7089.01 (12" PVC) STA 14+55.95 4' SAN MH RIM 7092.28 INV IN(S) 7084.28 (12" PVC)INV IN(NW) 7084.28 (12" PVC)INV OUT(SW) 7084.08 (12" PVC) STA 16 + 4 9 . 1 6 6" DIP X I N G ( W T R ) BOT 7 0 9 1 . 7 3 STA 1 7 + 8 1 . 8 7 8" DIP X I N G ( W T R ) BOT 7 0 9 4 . 4 5 2.27' 1.53' EXIS T G R A D E @ P I P E ℄ 5' MIN BURY DEPTH (TYP) 40+00 14+0 0 15+00 16+00 17+0 0 18+0 0 19+00 20+00 SANIT A R Y - L O W E R B R A N C H S T A 4 0 + 0 0 . 0 0 = SAN I T A R Y M A I N - L O W E R T R U N K S T A 1 4 + 5 5 . 9 5 4' SAN M H N1541 5 9 9 . 7 0 E2594 1 6 9 . 1 6 SEE S H E E T C V - C 2 . 2 4 STA 1 6 + 7 5 . 6 9 4' SAN M H N1541 7 6 5 . 4 6 E2594 0 2 4 . 9 0 12" P V C 12" P V C STA 1 8 + 3 2 . 6 5 4' SA N M H N15419 1 0 . 9 4 E25939 6 5 . 9 6 12" PV C STA 1 9 + 6 4 . 9 8 4' SAN M H N1542 0 4 3 . 1 6 E2593 9 7 1 . 1 5 12" P V C STA 20 + 6 0 . 7 0 4' SAN M H N1542 1 2 6 . 2 7 E2593 9 2 3 . 6 4 SEE S H E E T C V - C 2 . 1 9 EXTE N D 4 " S T U B S 1 0 ' BEYO N D P A V E M E N T (TYP ) TIE EX I S T I N G M O B I L E H O M E S A N I T A R Y SERVI C E S T O N E W S A N I T A R Y M A I N . PROVI D E C O A N D M I N 4 " S E R V I C E F O R EACH U N I T G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-05.dwg, 9/23/2025 - 5:57 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 2 3 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOCAT I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COOR D I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTILI T Y N O T E S : SCAL E : 1 " = 4 0 ' JLS/ K A T RMM / S W W RMM / S W W SAN I T A R Y - L O W E R B R A N C H P R O F I L E SCAL E : 1 " = 4 0 ' H O R I Z 1 " = 5 ' V E R T 39+6 0 4 0 + 0 0 4 0 + 8 0 4 1 + 6 0 4 2 + 4 0 4 3 + 2 0 4 4 + 0 0 4 4 + 4 0 307 L F 1 2 " P V C @ 3 . 0 5 % STA 43+06.52 4' SAN MH RIM 7100.21 INV IN(S) 7093.83 (12" PVC)INV OUT(N) 7093.63 (12" PVC)78 LF 1 2 " P V C @ 3 . 0 0 % STA 43+84.81 4' SAN MH RIM 7102.44 INV OUT(N) 7096.18 (12" PVC) STA 40+00.00 4' SAN MH RIM 7092.28 INV IN(S) 7084.28 (12" PVC)INV IN(NW) 7084.28 (12" PVC)INV OUT(SW) 7084.08 (12" PVC) EXIST G R A D E @ P I P E ℄ 5' MIN BURY DEPTH (TYP)STEE L C A S I N G P E R AREM A S T A N D A R D S 103+00 103+2 5 40+0 0 41+0 0 42+00 43+00 44+0 0 9+ 10+0 0 11+00 12+0 0 13+0 0 14+00 15+00 16+00SANITA R Y - L O W E R B R A N C H S T A 4 0 + 0 0 . 0 0 = SA N I T A R Y M A I N - L O W E R T R U N K S T A 1 4 + 5 5 . 9 5 4' SA N M H N154 1 5 9 9 . 7 0 E259 4 1 6 9 . 1 6 12" P V C STA 4 3 + 0 6 . 5 2 4' SAN M H N1541 3 1 3 . 4 0 E2594 2 7 8 . 6 5 12" PV C STA 4 3 + 8 4 . 8 1 4' SA N M H N154 1 2 3 6 . 1 5 E259 4 2 9 1 . 3 3 SEE S H E E T C V - C 2 . 2 3 SEE S H E E T C V - C 2 . 1 9 EXTE N D 4 " S T U B S 1 0 ' BEYO N D P A V E M E N T (TYP ) G:\3493c - Philips Mobile Home Park\Drawings\3493c-02-SAN-PNP-05.dwg, 9/23/2025 - 5:56 PM, SWW SANITARY SEWER PLAN & PROFILE CV - C 2 . 2 4 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOC A T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTI L I T Y N O T E S : 1. C O N T R A C T O R T O F I E L D V E R I F Y A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S PRIOR T O C O N S T R U C T I O N . R E F E R T O G E N E R A L N O T E S F O R U T I L I T Y LOC A T I O N A N D P R O T E C T I O N . 2. A L L D R Y U T I L I T Y A N D E L E C T R I C D E S I G N S A R E P R O V I D E D B Y O T H E R S A N D SHOW N F O R R E F E R E N C E O N L Y . S E E M E P P L A N S A N D S P E C I F I C A T I O N S A N D COORD I N A T E W I T H A L L U T I L I T Y O W N E R S A S N E E D E D . 3. C O N T R A C T O R T O M A R K A L L U T I L I T Y S T U B S W I T H M A R K E R S . UTI L I T Y N O T E S : SCALE : 1 " = 4 0 ' JLS/K A T RMM / S W W RMM / S W W -- SAN I T A R Y M A N H O L E D E T A I L NTS TYPIC A L C H A N N E L I Z A T I O N D E T A I L S COPOL Y M E R POLYP R O P Y L E N E PLAST I C NOTE S : 1. S I N C E A L L P I P E E N T R I E S I N T O T H E B A S E A R E V A R I A B L E , T H E D I M E N S I O N S S H O W N A R E TYPIC A L . A C T U A L D I M E N S I O N S A N D Q U A N T I T I E S F O R C O N C R E T E A N D R E I N F O R C E M E N T SHAL L B E A S R E Q U I R E D I N T H E W O R K . 2. T H E P R E C A S T F L A T T O P M A Y B E U S E D O N A N Y M A N H O L E . 3. T H E M A N H O L E R I N G F R A M E S H A L L B E S E T I N A B E D O F G R O U T . T H E F R A M E S H A L L B E SURR O U N D E D W I T H A C E M E N T G R O U T I N U N P A V E D A R E A , O R A C O N C R E T E C O L L A R I N PAVE D A R E A . S E E D E T A I L S O N S H E E T S 2 A N D 3 . 4. D E S I G N O F B O X B A S E I S B A S E D O N S T R A I G H T R U N S O F P I P E O R C H A N G E I N D I R E C T I O N OF LE S S T H A N 4 5 ° . S P E C I A L D E S I G N I S R E Q U I R E D F O R 4 5 ° O R G R E A T E R . 5. P R E C A S T M A N H O L E S A N D R E I N F O R C E M E N T S H A L L C O N F O R M T O A A S H T O M 1 9 9 ( A S T M C 478). 6. C A S T - I N - P L A C E M A N H O L E S S H A L L B E C L A S S B C O N C R E T E . 7. S T E P S S H A L L B E R E Q U I R E D W H E N T H E M A N H O L E D E P T H E X C E E D S 3 F T . - 6 I N . A N D S H A L L CONF O R M T O A A S H T O M 1 9 9 . 8. A L L R E I N F O R C I N G S T E E L S H A L L B E G R A D E 6 0 A N D E P O X Y C O A T E D . V E R T I C A L S T E E L SHAL L B E P L A C E D A T C E N T E R L I N E O F W A L L . A L L B A R S S H A L L H A V E A 2 I N . M I N I M U M CLEA R A N C E . 9. A L L P I P E E N T R I E S I N T O T H E B A S E O F M A N H O L E S H A L L B E C O N N E C T E D B Y O P E N CHAN N E L I Z A T I O N A D J U S T E D F O R P I P E S I Z E , S H A P E , S L O P E , A N D D I R E C T I O N O F F L O W . DETA I L S S H O W N A R E T Y P I C A L F O R I N S T A L L A T I O N S W I T H A L L I N V E R T S O F S A M E RELA T I V E E L E V A T I O N . F O R E X C E S S I V E E L E V A T I O N D I F F E R E N C E B E T W E E N I N V E R T S , SPEC I A L B A S E / C H A N N E L D E T A I L S W I L L B E S H O W N O N T H E P L A N S . 10. F L O W C H A N N E L S A N D I N V E R T S S H A L L B E F O R M E D B Y S H A P I N G W I T H C L A S S B CONC R E T E O R A P P R O V E D G R O U T . 11. S T U B - O U T S S H A L L E X T E N D 2 F T . M I N I M U M B E Y O N D O U T S I D E W A L L S U R F A C E O F MANH O L E A N D B E S A T I S F A C T O R I L Y P L U G G E D . 12. T H E S L O P E O F T H E M A N H O L E C O V E R S H A L L M A T C H T H E R O A D W A Y P R O F I L E A N D C R O S S SLOP E . 13. B A S E S L A B S S H A L L B E P O U R E D M O N O L I T H I C A L L Y W I T H B O T T O M R I S E R S E C T I O N . 14. P R E C A S T M A N H O L E B A S E S S H A L L F I T T H E C O N D I T I O N S A N D L O C A T I O N S F O R W H I C H THEY A R E I N T E N D E D W I T H O U T A N Y F I E L D M O D I F I C A T I O N S . A N Y M A N H O L E B A S E W H I C H REQU I R E S F I E L D C U T T I N G O R M O D I F I C A T I O N I N O R D E R T O F I T T H E L O C A T I O N S I N T E N D E D WILL B E R E J E C T E D B Y T H E E N G I N E E R A N D R E M O V E D A N D R E P L A C E D B Y T H E CONT R A C T O R A T N O C O S T T O T H E O W N E R . 15. F O R F U L L D E T A I L , S E E C D O T D E T A I L M - 6 0 4 - 2 0 . SECT I O N A - A PREC A S T S L A B B A S E FLOW FLOW FLAT T O P S E C T I O N D E T A I L FINAL G R A D E MANH O L E R I N G A N D C O V E R WHEN F I N A L G R A D E I S PAVE M E N T S U R F A C E , RECE S S M A N H O L E R I N G AND C O V E R 1 / 4 " M I N . T O 1/2" M A X . INVER T (SEE P L A N S ) NORTH I N G / E A S T I N G R E F E R E N C E P O I N T (CENT E R O F S T R U C T U R E B A S E ) FINA L G R A D E AA 14"15 7/1 6 " 1 3/1 6 " 6" 3 3/8 " 9 3/8"3 3/8"1 3/8" NOTE:STEPS S H A L L B E M A N U F A C T U R E D BY M.A . I N D U S T R I E S , M O D E L N O . PS2-PF . ( O R A C C E P T A B L E SUBST I T U T E ) PLAST I C M A N H O L E S T E P 1/2" G R A D E 6 0 S T E E L REIN F O R C E M E N T NOTE : USE F L A T T O P SECT I O N F O R MANH O L E S L E S S THAN 6 ' D E E P I.D. S E E P L A N S PRECA S T C O N C A D J U S T I N G R I N G S SEAL E A C H W I T H J O I N T G A S K E T (UP TO 1 8 " M A X ) GROU T W I T H P C N O N - S H R I N K MORTA R A L L A R O U N D MANHO L E R I N G A N D C O V E R 24" DIA C I M A N H O L E F R A M E AND CO V E R NEENA H R - 1 7 0 6 O R E Q U A L WITH"STO R M S E W E R " I N C O V E R ECCE N T R I C C O N E S E C T I O N ELIM I N A T E A D J U S T I N G R I N G S IF AB O V E G R A D E GROUT T O S H A P E S M O O T H TRANS I T I O N B E T W E E N I N V E R T S SLOPE A T 1 / 2 " P E R F O O T GROUT O P E N I N G S AROU N D A L L P I P E S FLEXIB L E J O I N T SEAL C O N F O R M I N G TO AAS H T O M 1 9 8 ( T Y P . ) PREC A S T C O N C B A S E S H O W N IF CAS T - I N - P L A C E , REINF O R C I N G T O C O N F O R M WITH A S T M C 4 7 8 11-#5 B A R S H O O K E D AT EA C H E N D #4 @ 1 2 " , EACH W A Y (3" CL E A R ) MIN. 6- # 4 T I E B A R S MANH O L ESTEP MAN H O L E STEP GROUT T O S H A P E SMOO T H TRANS I T I O N BETW E E N I N V E R T S 24" 18"-36" 24" SEE P L A N S F O R D I A . 12" 8" 8" MIN. 6" MIN . 8" MIN.VARIES TO 48" SEE P L A N S F O R D I A . 12" 24"26" 1" 8" 34" I.D./4 GROUT T O S H A P E S M O O T H TRANS I T I O N B E T W E E N I N V E R T S SLOPE A T 1 / 2 " P E R F O O T 1-1/2 " W A S H E D R O C K P E R S P E C I F I C A T I O N S -- SAN I T A R Y S E W E R & W A T E R P I P E B E D D I N G D E T A I L NTS 4.5' MIN COVER LIMITS OF BEDDING 1'-0" SQUEE G E E B E D D I N G C O M P A C T T O 9 5 % STAN D A R D P R O C T O R D E N S I T Y WIDTH SEE T A B L E 6" FINAL G R A D E SEE N O T E 2 PRO C T O R D E N S I T Y BACK F I L L T O 9 5 % S T D 8"LIF T S M A X C O M P A C T E D SEE N O T E 1 NEW P A V E M E N T S U R F A C E WIDTHMAX.2'-8"2'-6"2'-4" 8"6" 1'-8"1'-6" DIA.UP TO 4 " PIPE WIDT H 1'-4"MIN. 12" 2 ' - 0 " 3 ' - 0 " 3'-8" 2'-8" 20" UTILIT Y P I P E ( S E E P L A N F O R T Y P E ) NOT E S : 1. I F U N S T A B L E M A T E R I A L S A R E F O U N D I N TREN C H B O T T O M , O V E R E X C A V A T E 1 2 " B E L O W STD E M B E D M E N T A N D F I L L W I T H 3 / 4 " C R U S H E D ROCK , C O M P A C T E D T O 9 5 % 2. C O M P A C T E D B A C K F I L L T O 9 0 % S T D P R O C T O R DENS I T Y I N N O N - D R I V I N G S U R F A C E S A N D 9 5 % UNDE R P A V E M E N T 3. S H O U L D T H E T R E N C H B E E X C A V A T E D W I D E R THAN A L L O W E D A C O N C R E T E C R A D L E S H A L L BE PL A C E D W I T H 2 5 0 0 P S I C O N C R E T E F R O M TREN C H B O T T O M T O P I P E S P R I N G L I N E 4. T R E N C H T O B E B R A C E D O R S H E E T E D A S NECE S S A R Y F O R T H E S A F E T Y O F T H E WORK E R S A N D T H E P R O T E C T I O N O F O T H E R UTILIT I E S I N A C C O R D A N C E W I T H L O C A L S T A T E AND F E D E R A L S A F E T Y R E G U L A T I O N S REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILIPS MOBILE HOME PARK PITKIN COUNTY, COLORADO SHE E T N O . 3493c MAY 2 0 2 5 JLSRMMRMM Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r SANITARY SEWER DETAILS CV - C 2 . 2 5 EAST R O A D SEE S H E E T C V - C 4 . 1 & CV-C 4 . 2 MIDD L E R O A D SEE S H E E T C V - C 4 . 4 WEST R O A D SEE S H E E T C V - C 4 . 5 & CV-C 4 . 6 WATER S T O R A G E TANK DEBRIS F L O W P A T H 70707080 7090 7100 7110 7120 7130 7140 7150 7160 717 0 7180 7190 7200 7210 722 0 7230 7240 7090 7100 7110 7120 7130 7140 7150 160 716071707180 7100 71107120 7130 7060 7070 7090 7100 7120 0+801+00 2+00 3+00 4+0 0 4+70. 2 2 0+12.58 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0 0 13+00 13+77.99 0+55 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+ 0 0 11+00 12+00 12+75.12 0+00 1+00 1+33.63 10+00 11+00 12+00 13+00 13+57 . 8 0 1+00 2+00 3+00 4+004+03.47 WWTF A C C E S S R O A D SEE SH E E T C V - C 4 . 7 WST AC C E S S R O A D SEE SH E E T C V - C 4 . 8 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-00-OA.dwg, 9/23/2025 - 6:01 PM, rmm OVERALL ROAD PLAN & KEY CV - C 4 . 0 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r JLS/ K A T RMM / S W W RMM / S W W 7110 71507151 1+00 2+00 3+00 4+00 7+00 8+00 9+00 05 1015 20 25 05 10 15 20 05 20 20 25 30 40 2530 30 35 40 45 5055 0+801+00 12" RC P 12" R C P 12" RC P 12" R C P 48"X3 6 " B O X C U L V E R T 48"X3 6 " B O X C U L V E R T 12" R C P PC: 1+ 0 9 . 8 9 PC: 5 + 2 3 . 5 1 PC: 6 + 2 0 . 6 7 PC: 8+ 5 1 . 6 0 PT: 2 + 3 6 . 3 2 PT: 5+ 6 4 . 3 7 PT: 7+ 2 3 . 9 2 PT: 8+ 6 8 . 6 1 ALIGN M E N T - E A S T R O A D 2 SEE S H E E T C V - C 4 . 3 ALIGN M E N T - M I D D L E R O A D 1 SEE S H E E T C V - C 4 . 4 155 L F M S E R E T A I N I N G W A L L (DESI G N B Y M A N U F A C T U R E R ) EXIST I N G D I R T R O A D T O B E MINIM A L L Y I M P R O V E D A S NEEDE D F O R A C C E S S T O W S T SITE 12" C O N C F E S VALLE Y I N L E T VALLE Y I N L E T VALL E Y I N L E T 48" C O N C F E S VALLE Y I N L E T 48" CO N C F E S 48" C O N C F E S 12" CO N C F E S VALL E Y I N L E T 12" C O N C F E S EAS T R O A D 1 P R O F I L E SCALE : 1 " = 3 0 ' H O R I Z 1" = 5 ' V E R T 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 9+30 2.00% 10.00% 3.75% 2.00% 3.15% PVI ST A : 3 + 6 9 . 9 7 PVI E L E V : 7 1 3 0 . 9 0 K: 14 . 6 0 LENGT H : 1 0 0 . 0 0 AD: -6 . 8 4 9 HP ST A : 4 + 2 0 . 0 8 HP ELE V : 7 1 3 2 . 4 8 BVCS: 3+20.08 BVCE: 7125.92 EVCS: 4+20.08 EVCE: 7132.48 PVI ST A : 7 + 0 0 . 0 9 PVI EL E V : 7 1 4 1 . 3 0 K: 43.4 5 LENG T H : 5 0 . 0 0 AD: - 1 . 1 5 1 HP ST A : 7 + 2 5 . 0 9 HP EL E V : 7 1 4 1 . 8 0 BVCS: 6+75.09 BVCE: 7140.52 EVCS: 7+25.09 EVCE: 7141.80 PVI ST A : 1 + 3 3 . 5 8 PVI E L E V : 7 1 0 7 . 2 6 K: 12 . 5 0 LENGT H : 1 0 0 . 0 0 AD: 8. 0 0 0 LP STA : 0 + 8 3 . 4 6 LP E L E V : 7 1 0 6 . 2 6 BVCS: 0+83.46 BVCE: 7106.26 EVCS: 1+83.46 EVCE: 7112.25 PVI ST A : 8 + 0 5 . 1 2 PVI E L E V : 7 1 4 3 . 4 1 K: 28 . 5 7 LENG T H : 5 0 . 0 0 AD: 1 . 7 5 0 LP STA : 7 + 8 0 . 1 2 LP ELE V : 7 1 4 2 . 9 1 BVCS: 7+80.12 BVCE: 7142.91 EVCS: 8+30.12 EVCE: 7144.34 GRADE BREAK STA = 0+66.11 ELEV = 7105.92 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-01.dwg, 9/23/2025 - 6:17 PM, SWW ROAD PLAN AND PROFILE CV - C 4 . 1 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r 9+00 10+0 0 11+00 12+00 13+00 13+77.99 45 5055 60 60 40 657075 4045 50 55 12" RC P PC: 9 + 6 1 . 6 3 PC: 11 + 0 2 . 7 6 PC: 12 + 3 0 . 1 7 PT: 10+ 0 5 . 2 6 PT: 1 1 + 4 1 . 5 5 PT: 13 + 2 7 . 9 9 70 LF M S E R E T A I N I N G W A L L (DES I G N B Y M A N U F A C T U R E R ) 12" C O N C F E S 12" C O N C F E S 55 60 65 EAST R O A D 1 P R O F I L E SCAL E : 1 " = 3 0 ' H O R I Z 1 " = 5 ' V E R T 8+70 9+00 9+60 10+2 0 10+8 0 11+4 0 12+0 0 12+6 0 13+20 13+80 3.75% 1.00% GRADE BREAK STA = 13+49.57 ELEV = 7152.42 PVI ST A : 9 + 3 5 . 0 0 PVI EL E V : 7 1 4 8 . 2 8 K: 18.1 8 LENG T H : 5 0 . 0 0 AD: - 2 . 7 5 0 HP ST A : 9 + 6 0 . 0 1 HP EL E V : 7 1 4 8 . 5 3 BVCS: 9+10.01 BVCE: 7147.34 EVCS: 9+60.01 EVCE: 7148.53 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-01.dwg, 9/23/2025 - 6:19 PM, SWW ROAD PLAN AND PROFILE CV - C 4 . 2 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 71507151 7180 7+00 8+00 ALIGN M E N T - E A S T R O A D 1 SEE SH E E T C V - C 4 . 1 40 5055 45 5055 50 55 60 6570 65 70 1+00 2+00 3+00 4+00 4+70. 2 2 60 LF M S E R E T A I N I N G W A L L (DESI G N B Y M A N U F A C T U R E R ) 12" R C P PC: 1+ 3 2 . 3 1 PC: 2+6 1 . 4 9 PT: 2+ 1 1 . 9 4 PT: 4 + 2 8 . 2 5 PCC: 1 + 6 7 . 5 7 12" CO N C F E S 12" C O N C F E S UPP E R R O A D S P U R - P R O F I L E SCALE : 1 " = 3 0 ' H O R I Z 1" = 5 ' V E R T 0+80 1 + 2 0 1 + 8 0 2 + 4 0 3 + 0 0 3 + 6 0 4 + 2 0 4 + 8 0 2.00% 8.50% 3.30% GRADE BREAK STA = 1+20.00 ELEV = 7142.65 GRADE BREAK STA = 4+60.41 ELEV = 7162.33 PVI ST A : 3 + 2 0 . 0 0 PVI EL E V : 7 1 5 7 . 7 0 K: 9.62 LENG T H : 5 0 . 0 0 AD: -5 . 2 0 0 HP ST A : 3 + 4 5 . 0 4 HP ELE V : 7 1 5 8 . 5 2 BVCS: 2+95.04 BVCE: 7155.57 EVCS: 3+45.04 EVCE: 7158.52 PVI S T A : 1 + 5 0 . 0 0 PVI E L E V : 7 1 4 3 . 2 5 K: 7.6 9 LENGT H : 5 0 . 0 0 AD: 6. 5 0 0 LP S T A : 1 + 2 4 . 9 6 LP EL E V : 7 1 4 2 . 7 4 BVCS: 1+24.96 BVCE: 7142.74 EVCS: 1+74.96 EVCE: 7145.37 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-01.dwg, 9/23/2025 - 5:54 PM, SWW ROAD PLAN AND PROFILE CV - C 4 . 3 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r 3+82.1 5 0+00 1+00 2+00 3+00 PC: 2+ 5 6 . 2 5 PT: 2 + 7 5 . 5 5 ALIG N M E N T - M I D D L E R O A D 2 SEE TH I S S H E E T ALIGN M E N T - E A S T R O A D 1 SEE SH E E T C V - C 4 . 1 ALIGN M E N T - W E S T R O A D 1 SEE S H E E T C V - C 4 . 5 05 1015 20 25 05 10 15 20 05 20 20 25 30 35 25 12" RCP 12" R C P 12" R C P VALL E Y I N L E T MIDD L E R O A D 1 P R O F I L E SCAL E : 1 " = 3 0 ' H O R I Z 1 " = 5 ' V E R T -0+2 0 0 + 0 0 0 + 6 0 1 + 2 0 1 + 8 0 2 + 4 0 3 + 0 0 3 + 6 0 4 + 0 0 -1.61% -1.52 % -1.61% -2.00% 1.50% GRADE BREAK STA = 0+00.00 ELEV = 7109.21 GRADE BREAK STA = 1+26.47 ELEV = 7107.26 GRADE BREAK STA = 2+41.43 ELEV = 7105.27 GRADE BREAK STA = 3+51.45 ELEV = 7106.65 GRADE BREAK STA = 3+82.15 ELEV = 7107.11 0+59.8 9 0+00 PI: 0+ 1 5 . 0 0 ALIGN M E N T - M I D D L E R O A D 1 SEE T H I S S H E E T 05 05 10 15 20 MIDD L E R O A D 2 P R O F I L E SCAL E : 1 " = 3 0 ' H O R I Z 1 " = 5 ' V E R T -0+30 0 + 0 0 0 + 6 0 0 + 9 0 3.00% GRADE BREAK STA = 0+15.00 ELEV = 7103.69 GRADE BREAK STA = 0+59.89 ELEV = 7105.04 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-01.dwg, 9/23/2025 - 6:06 PM, SWW ROAD PLAN AND PROFILE CV - C 4 . 4 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r WES T R O A D - 1 P R O F I L E SCALE : 1 " = 3 0 ' H O R I Z 1" = 5 ' V E R T 0+45 0 + 6 0 1 + 2 0 1 + 8 0 2 + 4 0 3 + 0 0 3 + 6 0 4 + 2 0 4 + 8 0 5 + 4 0 6 + 0 0 6 + 6 0 7 + 2 0 7 + 8 0 8 + 4 0 9 + 0 0 9 + 3 0 -2.00% 0.50% 8.30 % -0.35 % -0.35 % -0.35 % -4.90% -1.9 0 % -4.90% -1.00% GRADE BREAK STA = 0+80.00 ELEV = 7091.83 GRADE BREAK STA = 4+05.04 ELEV = 7089.17 PVI S T A : 4 + 7 6 . 4 5 PVI EL E V : 7 0 8 8 . 9 2 K: 5.4 9 LENG T H : 2 5 . 0 0 AD: - 4 . 5 5 0 HP ST A : 4 + 6 3 . 9 4 HP EL E V : 7 0 8 8 . 9 6 BVCS: 4+63.94 BVCE: 7088.96 EVCS: 4+88.94 EVCE: 7088.31 PVI S T A : 5 + 7 2 . 2 4 PVI E L E V : 7 0 8 5 . 4 1 K: 8.3 3 LENGT H : 2 5 . 0 0 AD: -3. 0 0 0 HP S T A : 5 + 5 9 . 7 3 HP EL E V : 7 0 8 5 . 6 5 BVCS: 5+59.73 BVCE: 7085.65 EVCS: 5+84.73 EVCE: 7084.80 PVI ST A : 8 + 5 0 . 0 0 PVI ELE V : 7 0 8 7 . 9 0 K: 7.94 LENG T H : 5 0 . 0 0 AD: -6 . 2 9 9 HP ST A : 8 + 7 5 . 0 4 HP ELE V : 7 0 8 8 . 4 0 BVCS: 8+25.04 BVCE: 7085.83 EVCS: 8+75.04 EVCE: 7088.40 PVI ST A : 7 + 6 0 . 0 0 PVI EL E V : 7 0 8 0 . 4 3 K: 8.07 LENG T H : 7 5 . 0 0 AD: 9 . 2 9 9 LP ST A : 7 + 3 0 . 5 3 LP ELE V : 7 0 8 0 . 7 7 BVCS: 7+22.44 BVCE: 7080.81 EVCS: 7+97.44 EVCE: 7083.54 PVI S T A : 5 + 3 2 . 7 8 PVI EL E V : 7 0 8 6 . 1 6 K: 8.3 3 LENG T H : 2 5 . 0 0 AD: 3.0 0 0 LP ST A : 5 + 4 5 . 2 9 LP EL E V : 7 0 8 5 . 9 2 BVCS: 5+20.29 BVCE: 7086.77 EVCS: 5+45.29 EVCE: 7085.92 PVI ST A : 6 + 5 1 . 7 3 PVI ELE V : 7 0 8 1 . 5 1 K: 12 . 8 2 LENG T H : 5 0 . 0 0 AD: 3 . 9 0 0 LP ST A : 6 + 7 6 . 7 4 LP ELE V : 7 0 8 1 . 2 6 BVCS: 6+26.74 BVCE: 7082.74 EVCS: 6+76.74 EVCE: 7081.26 PVI ST A : 2 + 2 5 . 0 0 PVI E L E V : 7 0 8 9 . 8 0 K: 30 . 3 2 LENG T H : 5 0 . 0 0 AD: 1 . 6 4 9 LP STA : 2 + 5 0 . 0 0 LP ELE V : 7 0 8 9 . 7 1 BVCS: 2+00.00 BVCE: 7090.30 EVCS: 2+50.00 EVCE: 7089.71 0+55 1+00 2+00 3+00 4+00 5+00 6+00 8+00 9+00 PI: 1+0 0 . 0 0 PC: 2 + 5 9 . 7 4 PC: 4 + 9 9 . 1 3 PT: 4+ 3 8 . 2 0 PCC: 5 + 6 1 . 6 1 PCC: 7 + 5 8 . 7 8 05 05 10 15 20 05 7580 75 85 75 7580 85 12" RCP 12" RC P 12" R C P 12" RC P 12" RCP 12" RCP 12" RCP 12" RCP ALIGN M E N T - E A S T R O A D 1 SEE S H E E T C V - C 4 . 6 VALLEY I N L E T VALLE Y I N L E T 12" CO N C F E S 4' SD M H 4' SD M HVALLE Y I N L E T 4' SD M H VALL E Y I N L E T 4' SD M H 12" CO N C F E S ALIGN M E N T - E A S T R O A D 1 SEE S H E E T C V - C 4 . 3 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-01.dwg, 9/23/2025 - 5:54 PM, SWW ROAD PLAN AND PROFILE CV - C 4 . 5 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r WEST R O A D - 1 P R O F I L E SCA L E : 1 " = 3 0 ' H O R I Z 1 " = 5 ' V E R T 8+75 9 + 0 0 9 + 6 0 1 0 + 2 0 1 0 + 8 0 1 1 + 4 0 1 2 + 0 0 1 2 + 6 0 1 2 + 8 5 2.64% 2.00% 0.73% GRADE BREAK STA = 12+73.00 ELEV = 7094.64 GRADE BREAK STA = 11+22.00 ELEV = 7093.34 GRADE BREAK STA = 12+62.93 ELEV = 7094.37 7080 12+75 . 1 2 9+00 10+00 11+0 0 12+0 0 PC: 1 2 + 3 4 . 4 2 PT: 1 0 + 3 0 . 3 9 PT: 12+ 6 2 . 9 3 90 12" R C P 12" RC P PC: 1+ 0 9 . 8 9 VALLE Y I N L E T NC FE S 12" C O N C F E S VALLE Y I N L E T WES T R O A D - 2 P R O F I L E SCALE : 1 " = 3 0 ' H O R I Z 1 " = 5 ' V E R T -0+15 0 + 0 0 0 + 6 0 1 + 2 0 1 + 6 0 2.98 % 5.37% -3.37% GRADE BREAK STA = 0+05.00 ELEV = 7079.38 GRADE BREAK STA = 1+11.64 ELEV = 7083.68 GRADE BREAK STA = 1+23.59 ELEV = 7083.281+33.6 3 0+00 1+00 7580 75 85 PI: 0+0 5 . 0 0 PC: 0 + 6 4 . 4 9 PRC : 0 + 7 2 . 7 4 ALIGN M E N T - W E S T R O A D 1 SEE SH E E T C V - C 4 . 5 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-01.dwg, 9/23/2025 - 6:05 PM, SWW ROAD PLAN AND PROFILE CV - C 4 . 6 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPTE M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r WWTP A c c e s s P R O F I L E SCALE : 1 " = 2 0 ' H O R I Z 1 " = 5 ' V E R T 0+60 0 + 8 0 1 + 2 0 1 + 6 0 2 + 0 0 2 + 4 0 2 + 8 0 3 + 2 0 3 + 6 0 4 + 0 0 4 + 4 0 4 + 6 0 1.00% -12.00% -12.00 % -3.00 % -10.00 % GRADE BREAK STA = 1+27.52 ELEV = 7088.83 GRADE BREAK STA = 4+04.98 ELEV = 7065.30 PVI ST A : 1 + 4 9 . 2 1 PVI EL E V : 7 0 8 9 . 0 5 K: 2.69 LENG T H : 3 5 . 0 0 AD: -1 3 . 0 0 0 HP ST A : 1 + 3 4 . 3 6 HP ELE V : 7 0 8 8 . 8 9 BVCS: 1+31.65 BVCE: 7088.88 EVCS: 1+66.65 EVCE: 7086.96 PVI S T A : 3 + 6 9 . 2 1 PVI E L E V : 7 0 6 8 . 8 8 K: 7. 1 4 LENGT H : 5 0 . 0 0 AD: -7 . 0 0 0 HP STA : 3 + 4 4 . 1 5 HP E L E V : 7 0 6 9 . 6 3 BVCS: 3+44.15 BVCE: 7069.63 EVCS: 3+94.15 EVCE: 7066.38 PVI S T A : 3 + 0 0 . 0 0 PVI E L E V : 7 0 7 0 . 9 6 K: 5.5 6 LENGT H : 5 0 . 0 0 AD: 9. 0 0 0 LP S T A : 3 + 2 5 . 0 8 LP E L E V : 7 0 7 0 . 2 0 BVCS: 2+75.08 BVCE: 7073.95 EVCS: 3+25.08 EVCE: 7070.20 9+00 10+00 PT: 10 + 3 0 . 3 9 1+00 2+00 3+0 0 4+004+03.47 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-02.dwg, 9/23/2025 - 5:53 PM, rmm WWTF ACCESS ROAD PLAN & PROFILE CV - C 4 . 7 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHEE T N O . 24091 2 / 2 4 0 9 4 0 . E N V SEP T E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r WST A C C E S S R O A D P R O F I L E 9+80 1 0 + 0 0 1 0 + 4 0 1 0 + 8 0 1 1 + 2 0 1 1 + 6 0 1 2 + 0 0 1 2 + 4 0 1 2 + 8 0 1 3 + 2 0 1 3 + 6 0 1 3 + 8 0 2.00% 14.16 % 2.00% 14.16 % GRADE BREAK STA = 10+14.97 ELEV = 7204.65 GRADE BREAK STA = 13+59.37 ELEV = 7246.19 GRADE BREAK STA = 12+99.96 ELEV = 7245.00 7" 10+00 11+00 12+00 13+00 13+57.80 PC: 1 0 + 7 5 . 3 0 PT: 11 + 5 0 . 2 1 PC: 12 + 1 9 . 5 5 PT: 1 2 + 8 8 . 0 5 7190 7195 7200 7205 7210 7215 7220 7225 7230 7235 7240 7245 7250 7255 7260 7265 7200 7205 7210 7215 7220 7225 7230 7235 7240 7245 7250 7255 05 10 15 20 25 30 35 4045 G:\3493c - Philips Mobile Home Park\Drawings\3493c-04-STR-PNP-02.dwg, 9/23/2025 - 6:00 PM, rmm WST ACCESS ROAD PLAN & PROFILE CV - C 4 . 8 REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILLIPS MOBILE HOME PARK WATER AND WASTEWATER IMPROVEMENTS PITKIN COUNTY, CO SHE E T N O . 2409 1 2 / 2 4 0 9 4 0 . E N V SEPT E M B E R 2 0 2 5 Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r -- GUT T E R C A T C H S P I L L T R A N S I T I O N D E T A I L NTS -- VEH I C L E A C C E S S R A M P D E T A I L NTS -- PRIV A T E C U R B A N D G U T T E R D E T A I L NTS -- CUR B R A M P D E T A I L NTS -- CON C R E T E J O I N T D E T A I L NTS FL 1.5' C U R B A N D G U T T E R 1' C U R B A N D G U T T E R ( M E D I A N ) 12" (TY P ) 12" MIN 1"/FT 6" 6" 1'-6" 2'-0" 4-1/2" 1-1/2 " R 12" ( T Y P ) 12" MIN 6" 6" 1'-6" 2'-0" 4-1/2" 1-1/2" R 1/2"/F T OVER E X C A V A T E D , M O I S T U R E - T R E A T E D , A N D RECO M P A C T E D S U B G R A D E P E R P A V E M E N T S E C T I O N , ( T Y P ) CON C R E T E CUR B A N D GUT T E R ( T Y P ) CONT R A C T I O N / E X P A N S I O N J O I N T (SEE T H I S S H E E T F O R J O I N T D E T A I L S ) FLOW L I N E LIP FL 12" ( T Y P ) 12" MIN 1"/FT 6" 6" 1'-0" 1'-6" 4-1/2" 1-1/2" R FL 12" (TY P ) 12" MIN 6" 6" 1'-0" 1'-6" 4-1/2" 1-1/2 " R 1/2"/F T OVER E X C A V A T E D , M O I S T U R E - T R E A T E D , A N D RECO M P A C T E D S U B G R A D E P E R P A V E M E N T S E C T I O N , ( T Y P ) CONCR E T E CURB A N D GUTTE R ( T Y P ) BACK O F C U R B 10' MA X 5' MI NEXPAN S I O N J O I N T F O R C O N C O N L Y J O I N T N O T REQU I R E D F O R L A N D S C A P E O R A S P H A L T ( S E E THIS S H E E T F O R J O I N T D E T A I L S ) CATC H CATC H SPIL L SPIL L NOT E S : 1. A L L C O N C R E T E S H A L L H A V E F I B E R M E S H R E I N F O R C E M E N T P E R S P E C I F I C A T I O N S . + + 0.0 0.08 (1 ' G U T T E R ) 0.12 (1 . 5 ' G U T T E R ) SEC T I O N A - AAB SEC T I O N B - BAB SPIL L G U T T E R CAT C H G U T T E R 1"/F T 1/2"/F T + + 0.0 -0.04 ( 1 ' G U T T E R ) -0.06 ( 1 . 5 ' G U T T E R ) 0.16 (2 ' G U T T E R ) -0.08 ( 2 ' G U T T E R ) VARIES(SEE PLANS)6" 2' MIN - 5 ' M A X 2' MI N - 5 ' M A X FOR U S E W I T H V E R T I C A L O R MOUN T A B L E C U R B AS IND I C A T E D I N P L A N S PLA N NOT E S : 1. C O A R S E B R O O M F I N I S H S U R F A C E O F R A M P A C R O S S T H E S L O P E 2. M A I N T A I N N O R M A L G U T T E R F L O W A N D P R O F I L E T H R O U G H R A M P A R E A P R O V I D E 1 / 2 " EXPA N S I O N J O I N T W H E R E C O N C R E T E R A M P J O I N S A N Y 3. R I G I D P A V E M E N T O R S T R U C T U R E 4. R A M P , C U R B A N D G U T T E R C O N S T R U C T I O N M A Y B E P O U R E D M O N O L I T H I C A L L Y 5. R A M P C O N C R E T E S A M E T H I C K N E S S A S S I D E W A L K 6. A L L C O N C R E T E S H A L L H A V E F I B E R M E S H R E I N F O R C E M E N T P E R S P E C I F I C A T I O N S . CURB A N D G U T T E R 6 * 6 W W F 12:1 M A X 2'-0" 6'-6" 6" MIN. SEC T I O N A - A 1"/FT A A CURB R A M P T Y P E 1 A A A CURB R A M P T Y P E 1 B D E T A I L CURB R A M P T Y P E 3 A A A B B CURB R A M P T Y P E 2 A B B CURB R A M P T Y P E 2 C C C SECT I O N A SECT I O N B * CURB R A M P T Y P E 2 B B B SECT I O N C 1. A L L D E T E C T A B L E W A R N I N G S U R F A C E S S H A L L B E I N S T A L L E D A T S I D E W A L K T O S T R E E T TRAN S I T I O N S . T H E Y S H A L L H A V E A T R U N C A T E D D O M E S U R F A C E . T H E D O M E S S H A L L B E I N A SQUA R E G R I D P A T T E R N A N D A L I G N E D W I T H P E D E S T R I A N T R A F F I C . T H E D E T E C T A B L E W A R N I N G S SHAL L B E C O N T R A S T I N G C O L O R T O T H E S U R R O U N D I N G S I D E W A L K . 2. A L L D E T E C T A B L E W A R N I N G S U R F A C E S S H A L L S T A R T A M I N I M U M O F 6 I N C H E S F R O M T H E FLOW L I N E O F T H E C U R B A N D N O T B E M O R E T H A N A M A X I M U M O F 8 I N C H E S F R O M A N Y P O I N T O N THE F L O W L I N E O F T H E C U R B , W I T H E X C E P T I O N F O R T Y P E S 1 B M O D I F I E D A N D 3 B M O D I F I E D C U R B RAMP S A S T H I S D I M E N S I O N M A Y B E G R E A T E R T H A N 8 I N C H E S O N O N E S I D E O F T H E R A D I U S . 3. T H E R A M P S L O P E A N D D E T E C T A B L E W A R N I N G S U R F A C E S H A L L B E 8 . 3 % O R F L A T T E R . 4. R A M P S L O P E M A Y N O T E X C E E D 8 . 3 % , C R O S S S L O P E M A Y N O T E X C E E D 2 . 0 % . M A X I M U M S L O P E S MAY N O T B E E X C E E D E D R E G A R D L E S S O F T O L E R A N C E S , E X C E E D I N G T H E M A X I M U M S L O P E W I L L NOT B E A C C E P T E D . A D J U S T A L L D I M E N S I O N S P E R P L A N . 5. T H E M I N I M U M W I D T H F O R S I D E W A L K I S 4 F E E T . 6. D R A I N A G E S T R U C T U R E S , T R A F F I C S I G N A L E Q U I P M E N T , O R O T H E R O B S T R U C T I O N S S H A L L N O T B E INSTA L L E D I N T H E C U R B R A M P O R T U R N I N G S P A C E A R E A S . 7. C O N S T R U C T I O N O F T H E C O N C R E T E P E D E S T R I A N C U R B S H A L L B E I N C L U D E D I N T H E B I D P R I C E O F THE C O N C R E T E C U R B R A M P . 8. I F T H E P L A C E M E N T O F T H E P E D E S T R I A N P U S H B U T T O N A S S E M B L Y O N A T R A F F I C S I G N A L M A S T POLE W I L L N O T B E W I T H I N E A S Y R E A C H ( 1 0 I N C H E S O R L E S S A N D U N O B S T R U C T E D ) O F A L L PEDE S T R I A N S ( I N A C C O R D A N C E W I T H T H E A M E R I C A N S W I T H D I S A B I L I T I E S A C T ) , T H E N A SEPA R A T E P E D E S T R I A N P U S H B U T T O N P O S T A S S E M B L Y ( P P B P A ) S H A L L B E I N S T A L L E D W I T H I N ADA R E A C H R A N G E S . T H E P P B P A S H A L L M E E T T H E P R O V I S I O N S F O U N D I N " S E C T I O N 4 E . 0 8 THRO U G H 4 E . 1 3 - P E D E S T R I A N D E T E C T O R S " O F T H E 2 0 0 9 M U T C D M A N U A L W I T H R E V I S I O N S 1 A N D 2. 9. D I A G O N A L C U R B R A M P S ( O N T H E A P E X ) A R E N O T P R E F E R R E D I N N E W C O N S T R U C T I O N . A S I N G L E DIAGO N A L C U R B R A M P ( O N T H E A P E X ) W I L L O N L Y B E P E R M I T T E D D U R I N G R E C O N S T R U C T I O N O R ALTE R A T I O N W H E R E P H Y S I C A L O R S I T E C O N S T R A I N T S P R E V E N T T W O C U R B R A M P S F R O M B E I N G INSTA L L E D . T H E E N G I N E E R S H A L L P R O V I D E A P P R O V E D J U S T I F I C A T I O N D O C U M E N T A T I O N ( C D O T CURB R A M P D E S I G N V A R I A N C E R E Q U E S T F O R M ) F O R C D O T P R O J E C T S . A L L C U R B R A M P S INSTA L L E D O N T H E A P E X M U S T M E E T T H E S T A N D A R D S A S D E F I N E D I N M - 6 0 8 - 1 . 10. C U R B R A M P S ( E X C L U D I N G F L A R E D S I D E S O R B L E N D E D T R A N S I T I O N S ) S H A L L B E W H O L L Y CONT A I N E D W I T H I N T H E W I D T H O F T H E C R O S S W A L K A N D / O R T H E P E D E S T R I A N S T R E E T CROS S I N G T H E Y S E R V E . 11. A L L C U R B R A M P J O I N T S A N D G R A D E B R E A K S S H A L L B E F L U S H ( 0 " - 1 / 8 " ) . T H E J O I N T B E T W E E N T H E ROAD W A Y S U R F A C E A N D G U T T E R P A N S H A L L B E F L U S H . 12. T H E C O N T R A C T O R S H A L L V E R I F Y R E M O V A L L I M I T S A R E S U F F I C I E N T T O P R O V I D E P O S I T I V E DRAIN A G E , M A I N T A I N E X I S T I N G D R A I N A G E P A T T E R N S , A N D A V O I D P O N D I N G I N T H E F I N A L CONF I G U R A T I O N . 13. T O A V O I D C H A S I N G G R A D E I N D E F I N I T E L Y W H E N T R A V E R S I N G T H E H E I G H T O F C U R B , T H E R A M P LENG T H S H A L L N O T E X C E E D 1 5 F E E T . A D J U S T T H E R A M P S L O P E A S N E E D E D T O P R O V I D E ACCE S S T O T H E M A X I M U M E X T E N T T E C H N I C A L L Y F E A S I B L E . 14. T H E C H A N G E I N G R A D E A T T H E B O T T O M O F T H E C U R B R A M P A N D A D J O I N I N G R O A D S U R F A C E SHAL L N O T E X C E E D A N A L G E B R A I C D I F F E R E N C E O F 1 3 . 3 3 % . T H E C O U N T E R S L O P E O F T H E GUTT E R O R R O A D A T T H E F O O T O F A C U R B R A M P , T U R N I N G S P A C E , O R B L E N D E D T R A N S I T I O N SHAL L N O T E X C E E D 5 . 0 % . 15. F L A R E D S I D E S L O P E S M A Y E X C E E D 1 0 % O N L Y W H E R E T H E Y A B U T A N O N - W A L K A B L E S U R F A C E O R THE A D J A C E N T C I R C U L A T I O N P A T H I S B L O C K E D . 16. T H E S T A N D A R D T U R N I N G S P A C E I S 5 F E E T B Y 5 F E E T . 17. C U R B R A M P T Y P E 1 B , 2 B , A N D 3 B M A Y B E U S E D I N M I D - B L O C K . 18. T H E P E D E S T R I A N C U R B I S R E Q U I R E D U N L E S S O T H E R W I S E S P E C I F I E D 19. F O R F U L L D E T A I L I N C L U D I N G B A R L I S T A N D D I M E N S I O N T A B L E , S E E C D O T D E T A I L M - 6 0 4 - 1 S H E E T S 1 THR O U G H 1 0 . 20. R E F E R T O P L A N S , D E T A I L S A N D S P E C I F I C A T I O N S F O R F L A T W O R K I N F O R M A T I O N , S U B G R A D E PREP A R A T I O N , W A L K W I D T H S , C O N C R E T E T H I C K N E S S , E T C . 21. A L L C O N C R E T E S H A L L H A V E F I B E R M E S H R E I N F O R C E M E N T P E R S P E C I F I C A T I O N S . NOT E S : 6' 6' 2.0% 2.0% 2.0% 4' MIN. FLOW L I N E 8.3%MAX. 8.3%MAX. 8.3%MAX. 8.3%MAX. 8.3%MAX. 2.0% 8.3%MAX. 2' 2' 6' 6' SEE NO T E 9 . 2.0% (SEEPLANS ) 5' MIN. 2' 8.3%MAX. SEE NO T E 9 . 2.0% 2.0% 2.0% 2.0% 2.0% 8.3%MAX. 8.3%MAX. SEE N O T E 9 . 5' MIN. CONC R E T E PEDES T R I A N C U R B (SEE N O T E 1 8 ) 2.0%8.3%MAX. 2.0% CURBRAMP 5' MIN. TURNIN G SPACE 2' 2' 5'MIN. VARI E S VARIES 6' VARIE S 6'MIN. 6'MIN. 5' MIN . 2.0% RAMP 8.3% M A X . LF GUTT E R CONC R E T E SIDE W A L K TOP O F PAVE M E N T 8" BREA K P O I N T 5%MAX.6" TO 8 " 2' DET E C T A B L E WARN I N G FLARE D S I D E FL 8" 2.0% 2.0%6" S TOP OFPAVEM E N T 6" x 1 2 " CONCR E T E PED. C U R B (SEE N O T E 1 8 ) 6" TO 8 " 5%MAX. 5' MIN . RAMP 2' DETE C T A B L E WARN I N G SEE N O T E 1 6 2.0% 2.0%8.3%MAX. 5' MI N . 8.3%MAX. 2' 6' MIN . 6 ' M I N . 2.0% 2.0% CONC R E T E PEDES T R I A N C U R B (SEE N O T E 1 8 ) 2.0% GRAD E B R E A K SIDEW A L K 8.3% M A X . CURB R A M P 6' MIN . ( S E E P L A N S ) GRADE B R E A K 2.0% M A X . 3/8" EX P A N S I O N JOINT ( T Y P . ) 5' MIN TURNIN G S P A C E CONCR E T E PEDES T R I A N C U R B (SEE N O T E 1 8 ) BUFFE R S T R I P 6" MIN. 3/8" E X P A N S I O N JOINT ( T Y P . ) SIDEW A L K GUTTE R GUTTER CURB CURB S L O P E TRAN S I T I O N DETEC T A B L E WARN I N G 4'MIN.2% FACE O FCURB FL 8.3%MAX. PEDE S T R I A N CURB (SEE N O T E 1 8 ) 2'MIN. CURB R A M P T Y P E 4 A 4' MI N . (SEE P L A N S ) 2' 2'(SEE PLAN S ) 6" M I N . 4' MIN. (SEE P L A N S ) 4' MI N . PAVE R S PAVER S 5'MIN. 5'MIN. CONCR E T E PEDEST R I A N C U R B (SEE N O T E 1 8 ) MIN 5' L A N D I N G / TUR N I N G S P A C E MIN 5 ' L A N D I N G / TURN I N G S P A C E MIN 5' L A N D I N G / TURN I N G S P A C E R1' MIN . R1' M I N . NOT E : CONT R A C T I O N J O I N T S A T I N T E R V A L T O M A T C H WIDT H O F S I D E W A L K ( T Y P ) . 1/8"TOO L E D J O I N T OR SAW C U T 1/8" R 1/3 O F C O N C R E T E THICK N E S S (ASI- 3 0 5 ) NOT E S : 1. C U R B E X P A N S I O N J O I N T S E V E R Y 1 0 0 ' M A X A N D W H E R E V E R S I D E W A L K A B U T S E X I S T I N G & P R O P O S E D CONC R E T E S T R U C T U R E S ( T Y P ) - S E E P L A N 2. R E M O V E P L A S T I C F O R M I N G M A T E R I A L ( " Z I P S T R I P S " ) F R O M P R E F O R M E D J O I N T M A T E R I A L P R I O R T O PLACI N G S E A L A N T SID E W A L K AGA I N S T S T R U C T U R E AGA I N S T N O N - U N I F O R M S U R F A C E 6"(MIN ) CON T R A C T I O N / C O N T R O L J O I N T EXISTI N G B U I L D I N G O R S T R U C T U R E SEAL E X P A N S I O N J O I N T W / POLY U R E T H A N E J O I N T S E A L A N T 1/2" D E E P X 1 / 2 " W I D E 1/2" P R E F O R M E D N O N - E X T R U D I N G A N D R E S I L I E N T TYPE J O I N T M A T E R I A L T O M E E T A A S H T O M - 2 1 3 . SEAL E X P A N S I O N J O I N T W / POLYU R E T H A N E J O I N T S E A L A N T 1/2" DE E P X 1 / 2 " W I D E 1/2" P R E F O R M E D N O N - E X T R U D I N G AND RE S I L I E N T T Y P E J O I N T MATER I A L T O M E E T A A S H T O M - 2 1 3 . 1/8" R SEAL E X P A N S I O N J O I N T W / POLYU R E T H A N E J O I N T S E A L A N T 1/2" DE E P X 1 / 2 " W I D E 1/2" PR E F O R M E D N O N - E X T R U D I N G A N D R E S I L I E N T TYPE J O I N T M A T E R I A L T O M E E T A A S H T O M - 2 1 3 . -- ASP H A L T " T " P A T C H D E T A I L NTS 2'-0"MILL & OVER L A Y (2" TH I C K ) NOT E : 1. M A T C H E X I S T I N G D E P T H + 1 " 2. M A T C H E X I S T S U B G R A D E D E P T H U N L E S S O T H E R W I S E S P E C I F I E D 3. A P P L Y T A C K I F I E R A T S A W C U T A N D M I L L P R I O R T O P A V I N G . EXISTI N G S U B G R A D E OVERE X C A V A T E D , M O I S T U R E - T R E A T E D , A N D RECOM P A C T E D S U B G R A D E P E R P A V E M E N T S E C T I O N EXISTI N G A S P H A L T EXIS T I N G PAVE M E N T SURF A C E PAVIN G P E R SPEC I F I C A T I O N S SEE NOTE 1UNIFO R M S A W C U T AT EX I S T A S P H A L T (SEE P L A N S F O R L O C A T I O N ) SEE NOTE 2 REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILIPS MOBILE HOME PARK PITKIN COUNTY, COLORADO SHE E T N O . 3493 c MAY 2 0 2 5 JLSRMMRMM Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r STREET AND PAVING DETAILS CV - C 4 . 9 -- COM P O S I T E A S P H A L T P A V E M E N T S E C T I O N D E T A I L NTS NOT E S : 1. U S E H E A V Y D U T Y A S P H A L T S E C T I O N F O R S E R V I C E D R I V E S , ACCES S D R I V E L A N E S , & B U S L O O P 2. U S E L I G H T D U T Y A S P H A L T S E C T I O N F O R C A R P A R K I N G S T A L L S OVERE X C A V A T E D , M O I S T U R E - T R E A T E D A N D R E C O M P A C T E D SUBGR A D E P E R S P E C I F I C A T I O N S AGGR E G A T E B A S E C O U R S E ASPHA L T P A V I N G AGGR E G A T E B A S E C O U R S E ASPH A L T P A V I N G 14"4" 7"4" 12" 12" -- CON C R E T E P A V E M E N T S E C T I O N D E T A I L NTS NOT E S : 1. C O N C R E T E T H I C K N E S S : 6" FO R D R I V E S A N D W A L K S 8" FO R T R A S H P A D S A N D L O A D I N G A R E A S 2. S E E C O N T R A C T I O N J O I N T A N D E X P A N S I O N J O I N T D E T A I L S . 3. A L L C O N C R E T E S H A L L H A V E F I B E R M E S H R E I N F O R C E M E N T P E R SPEC I F I C A T I O N S . OVER E X C A V A T E D , M O I S T U R E - T R E A T E D A N D RECO M P A C T E D S U B G R A D E P E R S P E C I F I C A T I O N S CONC R E T E P A V I N G SEE NOTE 1 12" REVISION DESCRIPTION D'WN DES'D DATE NO. DESIG N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA, I N C . PHILIPS MOBILE HOME PARK PITKIN COUNTY, COLORADO SHEE T N O . 3493 c MAY 2 0 2 5 JLSRMMRMM Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwoo d S p r i n g s ● D e n v e r STREET AND PAVING DETAILS CV - C 4 . 1 0 6" MIN. 1 - 1 / 2 " W A S H E D R O C K P E R S P E C I F I C A T I O N S COPO L Y M E R POLYPR O P Y L E N E PLAST I C NOTE S : 1. S I N C E A L L P I P E E N T R I E S I N T O T H E B A S E A R E V A R I A B L E , T H E DIME N S I O N S S H O W N A R E T Y P I C A L . A C T U A L D I M E N S I O N S A N D QUAN T I T I E S F O R C O N C R E T E A N D R E I N F O R C E M E N T S H A L L B E A S REQU I R E D I N T H E W O R K . 2. T H E P R E C A S T F L A T T O P M A Y B E U S E D O N A N Y M A N H O L E . 3. T H E M A N H O L E R I N G F R A M E S H A L L B E S E T I N A B E D O F G R O U T . THE F R A M E S H A L L B E S U R R O U N D E D W I T H A C E M E N T G R O U T I N UNPA V E D A R E A , O R A C O N C R E T E C O L L A R I N P A V E D A R E A . 4. D E S I G N O F B O X B A S E I S B A S E D O N S T R A I G H T R U N S O F P I P E O R CHAN G E I N D I R E C T I O N O F L E S S T H A N 4 5 ° . S P E C I A L D E S I G N I S REQU I R E D F O R 4 5 ° O R G R E A T E R . 5. P R E C A S T M A N H O L E S A N D R E I N F O R C E M E N T S H A L L C O N F O R M T O AASH T O M 1 9 9 ( A S T M C 4 7 8 ) . 6. C A S T - I N - P L A C E M A N H O L E S S H A L L B E C L A S S B C O N C R E T E . 7. S T E P S S H A L L B E R E Q U I R E D W H E N T H E M A N H O L E D E P T H E X C E E D S 3 FT.- 6 I N . A N D S H A L L C O N F O R M T O A A S H T O M 1 9 9 . 8. A L L R E I N F O R C I N G S T E E L S H A L L B E G R A D E 6 0 A N D E P O X Y C O A T E D . VERT I C A L S T E E L S H A L L B E P L A C E D A T C E N T E R L I N E O F W A L L . A L L BARS S H A L L H A V E A 2 I N . M I N I M U M C L E A R A N C E . 9. A L L P I P E E N T R I E S I N T O T H E B A S E O F M A N H O L E S H A L L B E CONN E C T E D B Y O P E N C H A N N E L I Z A T I O N A D J U S T E D F O R P I P E S I Z E , SHAP E , S L O P E , A N D D I R E C T I O N O F F L O W . D E T A I L S S H O W N A R E TYPIC A L F O R I N S T A L L A T I O N S W I T H A L L I N V E R T S O F S A M E RELA T I V E E L E V A T I O N . F O R E X C E S S I V E E L E V A T I O N D I F F E R E N C E BETW E E N I N V E R T S , S P E C I A L B A S E / C H A N N E L D E T A I L S W I L L B E SHOW N O N T H E P L A N S . 10. F L O W C H A N N E L S A N D I N V E R T S S H A L L B E F O R M E D B Y S H A P I N G WITH C L A S S B C O N C R E T E O R A P P R O V E D G R O U T . 11. S T U B - O U T S S H A L L E X T E N D 2 F T . M I N I M U M B E Y O N D O U T S I D E W A L L SURF A C E O F M A N H O L E A N D B E S A T I S F A C T O R I L Y P L U G G E D . 12. T H E S L O P E O F T H E M A N H O L E C O V E R S H A L L M A T C H T H E R O A D W A Y PROF I L E A N D C R O S S S L O P E . 13. B A S E S L A B S S H A L L B E P O U R E D M O N O L I T H I C A L L Y W I T H B O T T O M RISER S E C T I O N . 14. P R E C A S T M A N H O L E B A S E S S H A L L F I T T H E C O N D I T I O N S A N D LOCA T I O N S F O R W H I C H T H E Y A R E I N T E N D E D W I T H O U T A N Y F I E L D MODI F I C A T I O N S . A N Y M A N H O L E B A S E W H I C H R E Q U I R E S F I E L D CUTT I N G O R M O D I F I C A T I O N I N O R D E R T O F I T T H E L O C A T I O N S INTEN D E D W I L L B E R E J E C T E D B Y T H E E N G I N E E R A N D R E M O V E D AND R E P L A C E D B Y T H E C O N T R A C T O R A T N O C O S T T O T H E O W N E R . 15. F O R F U L L D E T A I L , S E E C D O T D E T A I L M - 6 0 4 - 2 0 . SECTIO N A - A PRECA S T S L A B B A S E FLOW FLOW FLAT T O P S E C T I O N D E T A I L FINAL G R A D E MANHO L E R I N G A N D C O V E R WHEN F I N A L G R A D E I S PAVE M E N T S U R F A C E , RECE S S M A N H O L E R I N G AND C O V E R 1 / 4 " M I N . T O 1/2" M A X . INVE R T (SEE P L A N S ) NORT H I N G / E A S T I N G R E F E R E N C E P O I N T (CEN T E R O F S T R U C T U R E B A S E ) FINAL G R A D E AA 14"15 7/16 " 1 3/16 " 6" 3 3/8" 3 3/8"1 3/8" NOTE:STEPS S H A L L B E M A N U F A C T U R E D BY M.A . I N D U S T R I E S , M O D E L N O . PS2-PF . ( O R A C C E P T A B L E SUBST I T U T E ) PLASTI C M A N H O L E S T E P 1/2" GR A D E 6 0 S T E E L REINF O R C E M E N T NOTE:USE FL A T T O P SECTIO N F O R MANHO L E S L E S S THAN 6 ' D E E P SEE PL A N S PREC A S T C O N C A D J U S T I N G R I N G S SEAL E A C H W I T H J O I N T G A S K E T (UP T O 1 8 " M A X ) GROUT W I T H P C N O N - S H R I N K MORT A R A L L A R O U N D MANH O L E R I N G A N D C O V E R 24" DI A C I M A N H O L E F R A M E AND C O V E R NEEN A H R - 1 7 0 6 O R E Q U A L WITH"STOR M S E W E R " I N C O V E R ECCEN T R I C C O N E S E C T I O N ELIMIN A T E A D J U S T I N G R I N G S IF A B O V E G R A D E GROUT T O S H A P E S M O O T H TRANS I T I O N B E T W E E N I N V E R T S SLOPE A T 1 / 2 " P E R F O O T GROU T O P E N I N G S AROUN D A L L P I P E S FLEX I B L E J O I N T SEAL C O N F O R M I N G TO AA S H T O M 1 9 8 ( T Y P . ) PREC A S T C O N C B A S E S H O W N IF CA S T - I N - P L A C E , REINFO R C I N G T O C O N F O R M WITH A S T M C 4 7 8 11-#5 B A R S H O O K E D AT EAC H E N D #4 @ 1 2 " , E A C H W A Y (3" CL E A R ) MIN. 6 - # 4 T I E B A R S MANHO L ESTEP MANH O L ESTEP GROU T T O S H A P E SMO O T H TRAN S I T I O N BETWE E N I N V E R T S 24" 18"-36" 24" SEE P L A N S F O R D I A . 12" 8" 8" MIN. 6" MI N . 8" MIN.VARIES TO 48" SEE P L A N S F O R D I A . 12" 24"26" 1" 8" 34" -- STO R M S E W E R P I P E B E D D I N G D E T A I L NTS -- STO R M M A N H O L E D E T A I L NTS 12"REIN F O R C E D C O N C R E T E P I P E CMP/ P V C / H D P E P I P E ( S E E P L A N S F O R M A T E R I A L ) 12"12" NOT E S : 1. I F U N S T A B L E M A T E R I A L S A R E F O U N D I N T R E N C H , O V E R E X C A V A T E D P E R S P E C I F I C A T I O N S O R A S R E Q U I R E D . 2. T R E N C H T O B E B R A C E D O R S H E E T E D A S N E C E S S A R Y F O R T H E S A F E T Y O F T H E W O R K E R S A N D T H E P R O T E C T I O N OF OTH E R U T I L I T I E S . 3. M I N I M U M C O V E R I S 1 8 " B E L O W F I N I S H E D G R A D E . 6" MIN FINIS H G R A D E BACK F I L L IN O P E N F I E L D PRIO R T O P A V I N G NEW B A S E C O U R S E ( I F R E Q U I R E D ) SPRI N G L I N E EXI S T I N G B A S E C O U R S E EXI S T I N G S T R E E T S U R F A C E UN D I S T U R B E D S O I L IN ST R E E T ASPH A L T / C O N C R E T E UNIF O R M S A W C U T L I N E 6" MIN NEW B A S E C O U R S E ( I F R E Q U I R E D ) COMP A C T E D B A C K F I L L BACKF I L L IN O P E N F I E L D PRIO R T O P A V I N G EXI S T I N G S T R E E T S U R F A C E UN D I S T U R B E D S O I L EXI S T I N G B A S E C O U R S E UNIFO R M S A W C U T L I N E ASPH A L T / C O N C R E T E 8" LIFT S M A X COMP A C T E D B A C K F I L L AS S P E C I F I E D 8" LI F T S M A X AS SP E C I F I E D MATC H E X I S T ( M I N 6 " A S P H A L T NEW P A V E M E N T S U R F A C E AND 6 " C L A S S 6 R O A D B A S E ) IN ST R E E T MATC H E X I S T ( M I N 6 " A S P H A L T NEW P A V E M E N T S U R F A C E AND 6" C L A S S 6 R O A D B A S E ) BEDD I N G M A T E R I A L PER S P E C I F I C A T I O N S BEDDI N G M A T E R I A L PER S P E C I F I C A T I O N S FINIS H GRA D E REVISION DESCRIPTION D'WN DES'D DATE NO. DESI G N E D B Y : DRAW N B Y : CHEC K E D B Y : JOB # : DATE : © JVA , I N C . PHILIPS MOBILE HOME PARK PITKIN COUNTY, COLORADO SHE E T N O . 3493c MAY 2 0 2 5 JLSRMMRMM Boulder ● F o r t C o l l i n s ● W i n t e r P a r k Glenwo o d S p r i n g s ● D e n v e r STORM AND DRAINAGE DETAILS CV - C 4 . 1 1 Addendum Description This Addendum serves to amend the date of the mandatory pre-bid meeting, as detailed in the attached document. All prospective bidders are required to take note of the revised date and ensure their attendance. Please submit your RSVP with planned attendees by email to procurement@pitkincounty.com 24-hours prior to the scheduled meeting time. Notice Modifications Category Modifications Added Documents[A] Notice Information From Value To Value Pre-Bidding Events Job-Walk Visit Job-Walk Visit Mandatory Mandatory 11/4/25 10:30 AM MST/MDT 11/7/25 10:30 AM MST/MDT 530 E Main St, Aspen, CO 81611 530 E Main St, Aspen, CO 81611 - BOCCAuditorium A Mandatory Pre-Bid Meeting will be held onNovember 4, 2025, at 10:30 A.M. at theCounty Administration Office located at 530E Main St, Aspen, CO 81611. A visit of theWTF and storage tank sites will follow thePre-Bid Meeting. Please submit your RSVPwith planned attendee list via email toprocurement@pitkincounty.com by no laterthan 24-hours prior to the scheduledmeeting. A Mandatory Pre-Bid Meeting will be heldon November 7, 2025, at 10:30 A.M. at theCounty Administration Office, BOCCauditorium, located at 530 E Main St,Aspen, CO 81611. A visit of the WTF andstorage tank sites will follow the Pre-BidMeeting. Please submit your RSVP withplanned attendees by email toprocurement@pitkincounty.com 24-hoursprior to the scheduled meeting time. Added Categories No Categories Added Removed Categories No Categories Removed Document Size Uploaded Date Language 1128e - Pitkin PMHP - 00901 - Addendum #1.pdf [pdf] 563 Kb 10/27/2025 02:31 PM MDT English 014.26 - Phillips Mobile Home Park Water and Wastewater ... Addendum No: 1 (Published) 11/26/2025 10:25 AM MST Page 1 of 1 10/27/2025 00901-1 JVA 1128e SECTION 00901 ADDENDUM NO. 1 PART 1 GENERAL 1.1 DESCRIPTION A. This addendum forms a part of the Bidding and Contract Documents and modifies the Project Manual and Plans as described below B. This addendum consists of two (2) pages 1.2 ACKNOWLEDGMENT A. Acknowledge receipt of this addendum in the space provided on the Bidder’s Certification form. PART 2 PROJECT MANUAL 2.1 SECTION C111 – ADVERTISEMENT FOR BIDS FOR CONSTRUCTION CONTRACT A. 1. DELETE paragraph “A Mandatory Pre-Bid Meeting will be held on November 4, 2025, at 10:30 A.M. at the County Administration Office located at 530 E Main St, Aspen CO 1611. A visit of the WTF and storage tank sites will follow the Pre-Bid Meeting.” 2. REPLACE with “A Mandatory Pre-Bid Meeting will be held on November 7, 2025, at 10:30 A.M. at the County Administration Office, BOCC auditorium, located at 530 E Main St, Aspen, CO 81611. A visit of the WTF and storage tank sites will follow the Pre-Bid Meeting.” B. 1. DELETE row A Mandatory pre-bid meeting will be held at 530 E. Main Street, Aspen CO, 81611 (County Administration Office) at 10:30a.m. A site visit will follow. Please submit your RSVP with planned attendees by email to procurment@pitkincounty.com 24-hours prior to the scheduled meeting time. November 4, 2025 2. REPLACE with 10/27/2025 00901-2 JVA 1128e A Mandatory pre-bid meeting will be held at 530 E. Main Street, Aspen CO, 81611 (County Administration Office, BOCC auditorium) at 10:30 a.m. A site visit will follow. Please submit your RSVP with planned attendees by email to procurement@pitkincounty.com 24-hours prior to the scheduled meeting time. November 7, 2025 2.2 SECTION C200 – INSTRUCTIONS TO BIDDERS FOR CONSTRUCTION CONTRACT A. ARTICLE 21 – Anticipated Schedule 1. DELETE row November 4, 2025 Mandatory pre-bid meeting will be held at the County Administration office located at 530 E. Main Street, Aspen CO, 81611 at 10:30a.m. Please submit your RSVP with planned attendee list via email to procurement@pitkincounty.com by no later than 24-hours prior to the scheduled meeting. 2. REPLACE with November 7, 2025 Mandatory pre-bid meeting will be held at the County Administration office, BOCC auditorium located at 530 E. Main Street, Aspen, CO 81611 at 10:30 a.m. Please submit your RSVP with planned attendee list via email to procurement@pitkincounty.com by no later than 24-hours prior to the scheduled meeting. PART 3 DRAWINGS 3.1 NOT USED AT THIS TIME END OF SECTION Addendum Description This addendum serves to extend the questions acceptance deadline, County response deadline, and Closing Date. See attached document for full description of changes. Notice Modifications Category Modifications Added Documents[A] Notice Information From Value To Value Question Acceptance Deadline 11/14/25 4:00 PM MST/MDT 11/21/25 4:00 PM MST/MDT Closing Date 12/9/25 3:00 PM MST/MDT 12/16/25 3:00 PM MST/MDT Added Categories No Categories Added Removed Categories No Categories Removed Document Size Uploaded Date Language 1128e - 00901 - Addendum #2 - 20251114.pdf [pdf] 187 Kb 11/17/2025 02:23 PM MST English 014.26 - Phillips Mobile Home Park Water and Wastewater ... Addendum No: 2 (Published) 11/26/2025 10:24 AM MST Page 1 of 1 11/14/2025 00901-1 JVA 1128e SECTION 00901 ADDENDUM NO. 2 PART 1 GENERAL 1.1 DESCRIPTION A. This addendum forms a part of the Bidding and Contract Documents and modifies the Project Manual and Plans as described below B. This addendum consists of two (2) pages 1.2 ACKNOWLEDGMENT A. Acknowledge receipt of this addendum in the space provided on the Bidder’s Certification form. PART 2 PROJECT MANUAL 2.1 SECTION C111 – ADVERTISEMENT FOR BIDS FOR CONSTRUCTION CONTRACT A. 1. DELETE sentence “BIDS MUST BE UPLOADED TO BIDNET DIRECT BY 3:00 P.M. on December 9, 2025” 2. REPLACE with “BIDS MUST BE UPLOADED TO BIDNET DIRECT BY 3:00 P.M. on December 16, 2025” B. 1. DELETE rows Bidders Request for Clarifications and questions due via email to procurment@pitkincounty.com by 4:00p.m. November 14, 2025 County’s response to request for clarifications and questions posted on BidNet Direct via Addendum. November 21, 2025 BIDS MUST BE UPLOADED TO BIDNET DIRECT NO LATER THAN 3:00PM. Bids Due: December 9, 2025 at 3:00PM 11/14/2025 00901-2 JVA 1128e 2. REPLACE with Bidders Request for Clarifications and questions due via email to procurment@pitkincounty.com by 4:00p.m. November 21, 2025 County’s response to request for clarifications and questions posted on BidNet Direct via Addendum. December 2, 2025 BIDS MUST BE UPLOADED TO BIDNET DIRECT NO LATER THAN 3:00PM. Bids Due: December 16, 2025 at 3:00PM 2.2 SECTION C200 – INSTRUCTIONS TO BIDDERS FOR CONSTRUCTION CONTRACT A. ARTICLE 21 – Anticipated Schedule 1. DELETE rows November 14, 2025 Bidder’s request for clarification and questions due via email to procurement@pitkincounty.com by 4:00 PM MT November 21, 2025 County’s response to request for clarification and questions posted on BidNet Direct via addendum December 4, 2025 BIDS DUE AND MUST BE UPLOADED TO BIDNET DIRECT BY 3:00 PM MT 2. REPLACE with November 21, 2025 Bidder’s request for clarification and questions due via email to procurement@pitkincounty.com by 4:00 PM MT December 2, 2025 County’s response to request for clarification and questions posted on BidNet Direct via addendum December 16, 2025 BIDS DUE AND MUST BE UPLOADED TO BIDNET DIRECT BY 3:00 PM MT PART 3 DRAWINGS 3.1 NOT USED AT THIS TIME END OF SECTION Addendum Description This addendum serves to respond to all inquiries received before the Questions Deadline, forms a part of the Bidding and Contract Documents, modifies the Project Manual and Plans described in the attached document titled "ADDENDUM NO. 3". Notice Modifications Notice Information From Value To Value No entries Category Modifications Added Categories No Categories Added Removed Categories No Categories Removed Added Documents[A] Document Size Uploaded Date Language ADDENDUM NO. 3 [pdf] 3 Mb 12/03/2025 08:31 AM MST English Responses to Questions [pdf] 186 Kb 12/03/2025 08:31 AM MST English 014.26 - Phillips Mobile Home Park Water and Wastewater ... Addendum No: 3 (Published) 03/02/2026 01:19 PM MST Page 1 of 1 12/02/2025 00901-1 JVA 1128e SECTION 00901 ADDENDUM NO. 3 PART 1 GENERAL 1.1 DESCRIPTION A. This addendum forms a part of the Bidding and Contract Documents and modifies the Project Manual and Plans as described below B. This addendum consists of one (1) page and the following:1. Sheets CV-C4.11 and CV-C4.12 2. Filter Tech Proposal dated August 18, 20253. Aquapoint Proposal valid through January 31, 2026. 1.2 ACKNOWLEDGMENT A. Acknowledge receipt of this addendum in the space provided on the Bidder’s Certification form. PART 2 PROJECT MANUAL 2.1 SECTION 00310–PRE-SELECTED EQUIPMENT A. Supplement 00315A1. DELETE proposal dated August 14, 2025 2. REPLACE with the attached updated proposal dated August 18, 2025 B. Supplement 00315C1. DELETE proposal valid through October 23,2025 2. REPLACE with the attached updated proposal valid through January 31, 2026 PART 3 DRAWINGS 3.1 SHEET CV-C4.11 –OVERALL STORM PLAN A. REPLACE Sheet CV-C4.11 with the latest version attached. 3.2 SHEET CV-C4.12–STORM AND DRAINAGE DETAILS A. ADD Sheet CV-C4.12 –Storm and Drainage Details after Sheet CV-C4.11 attached. END OF SECTION 7060 7120 7130 7140 71507180 7060 7070 7170 7180 7150 7160 7170 RIO G R A N D E T R A I L HEADWALLINV IN(NW) 7133.26 (48" RCBC) HEADWALLINV OUT(SE) 7133.07 (48" RCBC) HEADWALLINV OUT(N) 7132.89 (48" RCBC)HEADWALLINV IN(S) 7132.67 (48" RCBC) HEADWALLINV IN(N) 7066.07 (36" RCBC) HEADWALLINV OUT(S) 7066.00 (36" RCBC) 12" CONC FESINV OUT(W) 7060.48 (12" RCP) 12" CONC FESINV IN(E) 7060.12 (12" RCP) 12" CONC FESINV OUT(SE) 7149.00 (12" RCP) 12" CONC FESINV IN(NW) 7148.34 (12" RCP) 12" CONC FESINV OUT(S) 7140.70 (12" RCP) VALLEY INLETGR 7137.08INV OUT(NW) 7134.89 (12" RCP) 12" CONC FESINV IN(N) 7139.98 (12" RCP) VALLEY INLETGR 7138.24INV IN(SE) 7134.36 (12" RCP)INV OUT(S) 7130.33 (12" RCP) 12" CONC FESINV IN(N) 7128.87 (12" RCP) VALLEY INLETGR 7105.41INV IN(S) 7101.92 (12" RCP)INV OUT(N) 7101.69 (12" RCP) VALLEY INLETGR 7105.28INV OUT(N) 7102.17 (12" RCP) VALLEY INLETGR 7103.77INV IN(S) 7099.25 (12" RCP)INV OUT(W) 7099.03 (12" RCP) 4' SD MHRIM 7103.42INV IN(E) 7098.67 (12" RCP)INV OUT(W) 7091.91 (12" RCP) 4' SD MHRIM 7093.00INV IN(E) 7088.92 (12" RCP)INV OUT(W) 7081.76 (12" RCP) 12" CONC FESINV OUT(S) 7087.02 (12" RCP) 12" CONC FESINV IN(N) 7086.49 (12" RCP)VALLEY INLETGR 7081.70INV IN(E) 7078.45 (12" RCP)INV OUT(SW) 7078.45 (12" RCP) VALLEY INLETGR 7078.74INV IN(NE) 7075.73 (12" RCP)INV OUT(W) 7070.07 (12" RCP) VALLEY INLETGR 7074.28INV IN(N) 7065.90 (12" RCP)INV OUT(W) 7063.49 (12" RCP) 4' SD MHRIM 7068.17INV IN(NE) 7063.39 (12" RCP)INV OUT(W) 7063.16 (12" RCP) 4' SD MHRIM 7070.64INV IN(E) 7066.56 (12" RCP)INV OUT(SW) 7063.59 (12" RCP) VALLEY INLETGR 7071.64INV OUT(S) 7066.10 (12" RCP) 12" CONC FESINV IN(E) 7062.07 (12" RCP) 12" CONC FESINV IN(E) 7061.09 (12" RCP) 201 LF 48"X36" BOX CULVERT @ 0.10% 163 LF 48"X36" BOX CULVERT @ 0.14% 33 LF 36"X24" BOX CULVERT @ 0.22% 36 LF 12" RCP @ 1.00% 88 LF 12" RCP @ 0.75% 71 LF 12" RCP @ 1.00% 27 LF 12" RCP @ 2.00% 98 LF 12" RCP @ 0.50% 25 LF 12" RCP @ 1.00% 243 LF 12" RCP @ 1.00% 36 LF 12" RCP @ 1.00% 30 LF 12" RCP @ 10.00% 33 LF 12" RCP @ 10.00% 56 LF 12" RCP @ 4.85% 35 LF 12" RCP @ 10.00%21 LF 12" RCP @ 1.00% 70 LF 1 2 " R C P @ 1 . 5 5 % 53 LF 12" RCP @ 1.00% 19 LF 12" RCP @ 1.00% 56 LF 12" RCP @ 4.27% 20 30 40 50 60 40 50 60 10 20 10 20 70 80 80 80 80 10 20 30 50 60 70 4' SD MHRIM 7135.55INV IN(N) 7129.84 (12" RCP)INV OUT(S) 7129.60 (12" RCP) 146 LF 12" RCP @ 0.50% G:\349 3 c - P h i l i p s M o b i l e H o m e P a r k \ D r a w i n g s \ 3 4 9 3 c - 0 1 - S T M - 0 3 . d w g , 1 2 / 0 2 / 2 0 2 5 - 2 : 1 2 P M , r m m OVE R A L L S T O R M P L A N CV-C4.11 REV I S I O N D E S C R I P T I O N D'W N DES ' D DATE NO. DESIGNED BY:DRAWN BY:CHECKED BY:JOB #:DATE:© JVA, INC. PHI L L I P S M O B I L E H O M E P A R K CIV I L S I T E I N F R A S T R U C T U R E I M P R O V E M E N T S PIT K I N C O U N T Y , C O SHEET NO. 240912/240940.ENVSEPTEMBER 2025 Boulder Ɣ Fort Collins Ɣ Winter ParkGlenwood Springs Ɣ Denver JLS/KATRMM/SWWRMM/SWW 6" MIN. 1-1/2" WASHED ROCK PER SPECIFICATIONS COPOLYMERPOLYPROPYLENEPLASTIC NOTES:1. SINCE ALL PIPE ENTRIES INTO THE BASE ARE VARIABLE, THEDIMENSIONS SHOWN ARE TYPICAL. ACTUAL DIMENSIONS ANDQUANTITIES FOR CONCRETE AND REINFORCEMENT SHALL BE ASREQUIRED IN THE WORK.2. THE PRECAST FLAT TOP MAY BE USED ON ANY MANHOLE.3. THE MANHOLE RING FRAME SHALL BE SET IN A BED OF GROUT.THE FRAME SHALL BE SURROUNDED WITH A CEMENT GROUT INUNPAVED AREA, OR A CONCRETE COLLAR IN PAVED AREA.4. DESIGN OF BOX BASE IS BASED ON STRAIGHT RUNS OF PIPE ORCHANGE IN DIRECTION OF LESS THAN 45°. SPECIAL DESIGN ISREQUIRED FOR 45° OR GREATER.5. PRECAST MANHOLES AND REINFORCEMENT SHALL CONFORM TOAASHTO M 199 (ASTM C 478).6. CAST-IN-PLACE MANHOLES SHALL BE CLASS B CONCRETE.7. STEPS SHALL BE REQUIRED WHEN THE MANHOLE DEPTH EXCEEDS3 FT.-6 IN. AND SHALL CONFORM TO AASHTO M 199.8. ALL REINFORCING STEEL SHALL BE GRADE 60 AND EPOXY COATED.VERTICAL STEEL SHALL BE PLACED AT CENTERLINE OF WALL. ALLBARS SHALL HAVE A 2 IN. MINIMUM CLEARANCE.9. ALL PIPE ENTRIES INTO THE BASE OF MANHOLE SHALL BECONNECTED BY OPEN CHANNELIZATION ADJUSTED FOR PIPE SIZE,SHAPE, SLOPE, AND DIRECTION OF FLOW. DETAILS SHOWN ARETYPICAL FOR INSTALLATIONS WITH ALL INVERTS OF SAMERELATIVE ELEVATION. FOR EXCESSIVE ELEVATION DIFFERENCEBETWEEN INVERTS, SPECIAL BASE/CHANNEL DETAILS WILL BESHOWN ON THE PLANS.10. FLOW CHANNELS AND INVERTS SHALL BE FORMED BY SHAPINGWITH CLASS B CONCRETE OR APPROVED GROUT.11. STUB-OUTS SHALL EXTEND 2 FT. MINIMUM BEYOND OUTSIDE WALLSURFACE OF MANHOLE AND BE SATISFACTORILY PLUGGED.12. THE SLOPE OF THE MANHOLE COVER SHALL MATCH THE ROADWAYPROFILE AND CROSS SLOPE.13. BASE SLABS SHALL BE POURED MONOLITHICALLY WITH BOTTOMRISER SECTION.14. PRECAST MANHOLE BASES SHALL FIT THE CONDITIONS ANDLOCATIONS FOR WHICH THEY ARE INTENDED WITHOUT ANY FIELDMODIFICATIONS. ANY MANHOLE BASE WHICH REQUIRES FIELDCUTTING OR MODIFICATION IN ORDER TO FIT THE LOCATIONSINTENDED WILL BE REJECTED BY THE ENGINEER AND REMOVEDAND REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.15. FOR FULL DETAIL, SEE CDOT DETAIL M-604-20. SECTION A-A PRECAST SLAB BASE FLOW FLOW FLAT TOP SECTION DETAIL FINAL GRADE MANHOLE RING AND COVER WHEN FINAL GRADE ISPAVEMENT SURFACE,RECESS MANHOLE RINGAND COVER 1/4" MIN. TO1/2" MAX. INVERT(SEE PLANS) NORTHING/EASTING REFERENCE POINT(CENTER OF STRUCTURE BASE) FINAL GRADE AA 14"15 7/16" 1 3/16"6"3 3/8" 3 3/8" 1 3/8" NOTE:STEPS SHALL BE MANUFACTUREDBY M.A. INDUSTRIES, MODEL NO.PS2-PF. (OR ACCEPTABLESUBSTITUTE)PLASTIC MANHOLE STEP 1/2" GRADE 60 STEELREINFORCEMENT NOTE:USE FLAT TOPSECTION FORMANHOLES LESSTHAN 6' DEEP SEE PLANS PRECAST CONC ADJUSTING RINGSSEAL EACH WITH JOINT GASKET(UP TO 18" MAX)GROUT WITH PC NON-SHRINKMORTAR ALL AROUND MANHOLE RING AND COVER 24" DIA CI MANHOLE FRAMEAND COVERNEENAH R-1706 OR EQUALWITH"STORM SEWER" IN COVER ECCENTRIC CONE SECTIONELIMINATE ADJUSTING RINGSIF ABOVE GRADE GROUT TO SHAPE SMOOTHTRANSITION BETWEEN INVERTSSLOPE AT 1/2" PER FOOT GROUT OPENINGSAROUND ALL PIPES FLEXIBLE JOINTSEAL CONFORMINGTO AASHTO M 198 (TYP.) PRECAST CONC BASE SHOWNIF CAST-IN-PLACE,REINFORCING TO CONFORMWITH ASTM C 478 11-#5 BARS HOOKEDAT EACH END #4 @ 12", EACH WAY(3" CLEAR) MIN. 6-#4 TIE BARS MANHOLESTEP MANHOLESTEP GROUT TO SHAPESMOOTHTRANSITIONBETWEEN INVERTS 24" 18"-3 6 " 24" SEE PLANS FOR DIA. 12" 8" 8" MIN . 6" MIN. 8" MIN . VAR I E S T O 4 8 " SEE PLANS FOR DIA. 12" 24"26" 1"8" 34" --STORM SEWER FLARED END SECTION DETAILNTS --STORM SEWER PIPE BEDDING DETAILNTS --STORM MANHOLE DETAILNTS 12" REINFORCED CONCRETE PIPE CMP/PVC/HDPE PIPE (SEE PLANS FOR MATERIAL) 12" 12" NOTES:1. IF UNSTABLE MATERIALS ARE FOUND IN TRENCH, OVEREXCAVATED PER SPECIFICATIONS OR AS REQUIRED.2. TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKERS AND THE PROTECTIONOF OTHER UTILITIES.3. MINIMUM COVER IS 18" BELOW FINISHED GRADE. 6" MIN FINISH GRADEBACKFILL IN OPEN FIELD PRIOR TO PAVING NEW BASE COURSE (IF REQUIRED) SPRING LINE EXISTING BASE COURSE EXISTING STREET SURFACE UNDISTURBED SOIL IN STREET ASPHALT/CONCRETE UNIFORM SAW CUT LINE 6" MI N NEW BASE COURSE (IF REQUIRED) COMPACTED BACKFILL BACKFILL IN OPEN FIELD PRIOR TO PAVING EXISTING STREET SURFACE UNDISTURBED SOIL EXISTING BASE COURSE UNIFORM SAW CUT LINE ASPHALT / CONCRETE 8" LIFTS MAXCOMPACTED BACKFILLAS SPECIFIED 8" LIFTS MAXAS SPECIFIED MATCH EXIST (MIN 6" ASPHALT NEW PAVEMENT SURFACE AND 6" CLASS 6 ROAD BASE) IN STREET MATCH EXIST (MIN 6" ASPHALT NEW PAVEMENT SURFACE AND 6" CLASS 6 ROAD BASE) BEDDING MATERIALPER SPECIFICATIONS BEDDING MATERIALPER SPECIFICATIONS FINISHGRADE STORM SEWER OUTLET SECTION B-B SECTION A-A D A A LENGTH = 4 x D W = D x 4 1.75xd 50 TYPE VL d50=6"TYPE L d50=9"TYPE M d50=12"TYPE H d50=18"TYPE VH d50=24" D ISOMETRIC VIEW (MIN) (MIN ) B 14 (TYP)B RIPRAP SIZING (MIN ) CONCRETE FLARED END SECTION(SIZE AS NOTED) CONCRETE FLARED END SECTION(SIZE AS NOTED) OUTLET PIPE(DIAMETER=D) 6" MIN COMPACTEDGRANULAR BEDDINGMATERIAL SLOPE 1:1 MAX NON-WOVEN GEOTEXTILE FABRIC(PER SPEC) PREPARED SUBGRADE(TYP) SMALLER ROCKS TO BE HAND PLACEDOVER TOP OF FLARED END SECTION FORSLOPE STABILIZATION TYPE M (d50= 12")RIPRAP TO BEHAND-PLACED CONDUIT BEDDING (AS REQ'D.)PREPARED SUBGRADEPER SPECIFICATIONSNON-WOVEN GEOTEXTILE FABRIC(PER SPEC) COMPACTED GRANULARBEDDING MATERIAL PERSPECIFICATIONS (TYP) SMALLER ROCKS TO BE HAND PLACEDFOR SLOPE STABILIZATION SIDE SLOPE TRANSITION SLOPE(1:1 MAX) SINGLE TYPE 13 INLET PLAN VIEW SECTION A-A SECTION B-B A B B A NOTES: IF D IS GREATER THAN 18IN. SEE NOTE 10 4'-0" 2'-0" SINGLE - 4'-3 1/2" 8" 6"8" 401 @ 9 " O . C . 8" 403 @ 8" O.C. 8" 8"O.C. 8" 8" 6 1/4"16"MAX.H 4% H 402 @ 4'-0"1" D D 401 @ 9 " O . C . 1'- 7 1/2" 2'-11 1/2" 4'-3 1/2" 2'-0" DOUBLE - 7'-11 5/8"TRIPLE - 11'-7 3/4" 4 1/4" 2 3/8" FL RAIL DETAILDOUBLE TYPE 13 INLET PLAN VIEW NORTHING/EASTINGREFERENCE POINT INLET FRAME CUT 2" FROM OPPOSITESIDES OF TWO NO. 13INLET FRAMES 60 # RAIL OREQUIVALENT3'-3" LONG 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE ORPRECAST.2. CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTHSIDES.3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN.4. REINFORCING BARS SHALL BE DEFORMED #4 AND SHALL HAVE A 2IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BEEPOXY COATED.5. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" IS EQUALTO OR GREATER THAN 3 FT.-6 IN. AND SHALL CONFORM TO AASHTOM 199.6. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRONIN ACCORDANCE WITH SUBSECTION 712.06. GRATES AND FRAMESSHALL BE DESIGNED TO WITHSTAND HS 20 LOADING.7. STATION POINT IS AT THE CENTER OF THE INLET.8. GRATE SHALL HAVE "DUMP NO WASTE DRAINS TO STREAM"MESSAGE CAST ON SURFACE.9. FOR FULL DETAIL INCLUDING BAR LIST, DIMENSIONS AND QTY.TABLE, SEE CDOT DETAIL M-604-13.10. ALL CONNECTED PIPES WITH A DIAMETER (D) GREATER THAN 30"FRONT AND 18" SIDE AND/OR ENTERING AT AN ANGLE GREATERTHAN 80° A CUSTOM CONC BOX MUST BE CONSTRUCTED.CONTRACTOR TO COORDINATE BOX DIMENSIONS AND SPECS WITHMANUFACTURER. 1'-6"-MIN 1-1/2" WASHED ROCK PER SPECIFICATIONS 6"-MIN 9"-MIN USE RAIL FOR MULTIPLE INLET CONNECTION NORTHING/EASTINGREFERENCE POINT GRATE FRAME GRATE FRAME 2" INLET FRAME CUT --VALLEY INLET DETAILNTS --HEADWALL WITH CIRCULAR PIPE DETAILNTS D T HDT K MLN DIMENSIONS A ELEVATIONA L K 10" H M N45.00° ' D + 2N L OF PIPEC PLAN SECTION A-A SLOPE PER PL A N SN T D 12" 6" 6" 10" NOTES:1. CONCRETE SHALL BE CLASS B. CAST-IN-PLACECONCRETE SHALL CONFORM TO ASTM C478 2. CAST-IN-PLACE CONCRETE WALL EDGES SHALL BECHAMFERED 3/4".3. ALL WALLS AND BASE SHALL BE REINFORCED WITH#4'S @ 12" OC EACH WAY. REINFORCING BARS SHALLBE DEFORMED AND SHALL HAVE 3" MINIMUMCLEARANCE FROM FACE OF CONCRETE. 4. DIMENSIONS AND MATERIAL REQUIREMENTS VARYDEPENDING ON APPLICATION. FOR COMPLETEDETAILS, MEASUREMENTS, MATERIALS LIST, ANDOTHER FACTORS REFER TO THE CURRENT CDOT M7SSTANDARDS. 10" 6" AREASQ FT 5'-4" 4'-3" 3'-0"5'-10"2'-5 1/2" 2'-10"2'-0"4'-4"1'-10 1/2" 3'-6"2'-9" 2'-6"4'-10"2'-2" 1'-6"3'-10"1'-7" 4'-1 1/2" 3'-6 1/2" 2'-1 1/2" 4 1/2"4" 4'-4"4'-10 1/2" 3 1/2"3" 3'-3"3'-9 1/2" 2'-8 1/2"2 1/2"1'-3"3'-7" 1'-9"1'-5"1.7718"24"3.144.9130"36" 7.079.6242" 1.23 2 1/4"15" 2'-5 1/4" COMPACTED SUBGRADE 2% REV I S I O N D E S C R I P T I O N D'WN DES'D DATE NO. DESIGNED BY:DRAWN BY:CHECKED BY:JOB #:DATE:© JVA, INC. PH I L I P S M O B I L E H O M E P A R K PIT K I N C O U N T Y , C O L O R A D O SHEET NO. 3493cMAY 2025 JLSRMMRMM Boulder Ɣ Fort Collins Ɣ Winter ParkGlenwood Springs Ɣ Denver STO R M A N D D R A I N A G E D E T A I L S CV-C4.12 DDJ:23-1539d Phillips MHP 50 gpm Multi-Process GWUDI System Proposal Printed: August 18, 2025 Page 1 of 4 Designers & Manufacturers of Water Filtration Systems 2844 Chipeta Avenue Grand Junction, CO 81501 Tel (888) 287-8292 or (970) 254-2855 Fax (970) 254-2858 * * * Proposal * * * Proposal 23-1539d 50 gpm GWUDI Treatment System 18 August 2025 Phillips MHP, Pitkin County, CO We are pleased to provide a revised Proposal for a 50 gpm Multi-Stage Treatment System capable of treating a ground water source for the Phillips Mobile Home Park in Pitkin County, Colorado. The objective of this multi-stage treatment system is to lower the hardness in the well water while also complying with the LT2 Long Term Enhanced Surface Water Treatment Rule and Total Coliform Limits. Scope of SupplyScope of SupplyScope of SupplyScope of Supply –––– MultiMultiMultiMulti----Process Treatment SystemProcess Treatment SystemProcess Treatment SystemProcess Treatment System Two (2) Pre-Filtration Skid 5-Micron Cartridge Filters with Isolation Valves Skid-Mounted to and epoxy-coated steel frame; pre-piped with Sch80 PVC One (1) Softening System Skid Two (2) 42” x 72” Fiberglass / Composite Vessels Two (2) Metered & Timered Control Head capable of auto-regeneration Two (2) Beds of Ion Exchange Resin Inlet, Outlet Isolation Valving 42” x 60” Brine Tank & Float Valve Assembly Capable of reducing influent hardness to below the Secondary MCLs. Per Flow Schematic and Item List Skid-Mounted to an epoxy-coated steel frame with fiberglass deck; pre-piped with Sch80 PVC and pre-wired to common junction box with disconnect switch Two (2) Coarse Filtration Stage One (1) 304 Electro-Polished Stainless Steel Filter Housing DDJ:23-1539d Phillips MHP 50 gpm Multi-Process GWUDI System Proposal Printed: August 18, 2025 Page 2 of 4 2” NPT Connections; 1” NPT Drain Two (2) 1-Micron Filter Cartridges One Service, One Spare Inlet/Outlet Pressure gauges per filter, Two (2) total Inlet/Outlet Pressure Transmitters, Two (2) total Inlet/Outlet Sample Taps per train Per Flow Schematic and Item List Two (2) LT2 Compliance Filtration Stage One (1) 304 Electro-Polished Stainless Steel Filter Housing 2” NPT Connections; 1” NPT Drain Two (2) LT21 Compliant Filter Cartridges One Service, One Spare Inlet/Outlet Pressure gauges per filter, Two (2) total Inlet/Outlet Pressure Transmitters, One (1) total Inlet/Outlet Sample Taps per train Per Flow Schematic and Item List One (1) Filter Effluent Turbidimeter Both the Coarse and LT2 Filters will be skid-mounted to an epoxy-coated steel with fiberglass deck; pre-piped with Sch80 PVC and pre-wired to common junction box. One (1) Sodium Hypochlorite Feed System Peristaltic Metering Pump Incudes Calibration Column, Diversion Valves, Pressure Relief Valve Two (2) Booster Pump SkidBooster Pump SkidBooster Pump SkidBooster Pump Skid Two (2) CRN 10-5 A-FGJ-A-E-HQQE Four (4) True Union Ball Valves Two (2) True Union Spring Check Valves One (1) Chlorine Residual Analyzer Skid-Mounted to an epoxy-coated steel frame with fiberglass deck; pre-piped with Sch80 PVC and pre-wired to common junction box with disconnect switch One (1) System Control Panel (Includes WTP and WTF Panels combined) PLC-based automatic control of various treatment units and all peripheral equipment as it pertains to the treatment system. Filter Tech Systems to incorporate control and monitoring of any and all applicable equipment in and around treatment building necessary to treatment system function. System Control Panel includes user-friendly graphically-based Operator Interface Station. 3-Position HOA switches for all automatically controlled equipment. System is controlled by microprocessor-based controller. Control Panel Interface Integrates each treatment step to allow for treatment-specific control. DDJ:23-1539d Phillips MHP 50 gpm Multi-Process GWUDI System Proposal Printed: August 18, 2025 Page 3 of 4 Control System Features: ∗ Automatic Alarm Dialer ∗ Automatic, manually initiated Backwash/Regeneration for applicable systems ∗ Ability to monitor & control all applicable equipment and system function within the treatment scope ∗ Point-and-Click access to all Timers and Set Points One (1) Radio Telemetry System One (1) Radio Transmitter Panel to be mounted at Storage Tank with antennae One (1) Radio Receiver to be mounted in WTP Control Panel; includes antennae and cable One Lot Additional Instrumentation per Instrument List not included with pervious proposal LIT-101 Hillside Well Level LSL-301 Brine Tank Low Level LSL-302 Sodium Hypochlorite Tank Low Level PSH-301 Effluent pressure High FIT-301 Plant Effluent Flow LIT-501 Water Storage Tank Level LSL-502 Water Storage Tank Level Lo-Lo LSL-501 Water Storage Tank Level Lo LSH-501 Water Storage Tank Level Hi LSH-502 Water Storage Tank Hi-Hi One Lot Crating, Freight to Jobsite One Lot Start Up, Training As required or as requested. Total Price .................................................................................................................................. $ 378,000 Multi-Process GWUDI Treatment System Includes Freight to Jobsite; Start Up & Training Items NOTNOTNOTNOT included in this scope that must be provided by others (but not limited to): Overall Plant Design, Construction, Installation Excavation and Site Work, Concrete, Building, Utilities Unloading and Setting Equipment Mechanical & Electrical Installation of Equipment Media Installation Interconnecting Piping in building and/or to field Equipment Storage after “Ready to Ship” date Sales Taxes, Licenses, Permits DDJ:23-1539d Phillips MHP 50 gpm Multi-Process GWUDI System Proposal Printed: August 18, 2025 Page 4 of 4 DeliveryDeliveryDeliveryDelivery 20 - 24 Weeks after receipt of Approved Submittals FreightFreightFreightFreight FOB Ship Point, Full Freight Allowed TermsTermsTermsTerms 10% Down Payment with Purchase Order or Notice of Award 15% Upon delivery of Submittals 25% With upon receipt of Approved Submittals and Notice to Proceed 40% As material is shipped or is ready to ship 10% Upon completion of Start Up Quotation Valid Quotation Valid Quotation Valid Quotation Valid Until 12/31/2025Until 12/31/2025Until 12/31/2025Until 12/31/2025 Aquapoint.3, LLC • 39 Tarkiln Place • New Bedford, MA 02745 • 508.985.9050 • www.aquapoint.com Bid Number: 11252025-01 Valid Until: Jan 31, 2026 Page: 1 Quoted to: Pitkin County c/o Gerald Fielding Project: Phillips MHP, Pitkin Cty, CO 970-379-3707/Gerald.fielding@pitkincounty.com Aquapoint.3, LLC (Seller) offers to furnish the following equipment required for the treatment of wastewater. Unless Specified, Aquapoint.3, LLC is not responsible for installation of the treatment equipment. Contractor is responsible for all connective piping, wiring and installation. Price includes a maximum five (5) days of onsite consultation for commissioning & operator training by Aquapoint.3 personnel. Additional hours beyond the hours provided with the contract price are billable at $100.00 per hour plus expenses whether those hours are onsite consultation or travel time. F.O.B. Project Site Delivery: 16 - 20 weeks from approval of shop drawing submittals NON-BONDED PROJECT PAYMENT TERMS: 35% of equipment value with signed contract & order ($337,008.35) 60% of equipment value is due upon notification by Aquapoint that equipment is ready to ship but in no event more than thirty (30) days after notification. Final 5% due upon system commissioning. Aquapoint Supplied Equipment: • (1) 10’ diameter x 52’ 9-3/4” long (30,000 gallon) FRP Primary Settling Tank to include: o Risers, PVC influent, effluent penetration fittings, o (8) Bank of PL-525 primary tank effluent screens (required for CDPHE approval) o Concrete Deadmen with straps and turnbuckles for tank anchoring • (1) 10’ diameter x 52’ 9-3/4” long (30,000 gallon) FRP Primary Settling/Flow EQ Tank to include: o Risers, PVC influent and effluent penetration fittings, hydrostatic divider wall, and pump platforms o Duplex Pump Flow Equalization Package (pumps, slide rail assemblies, floats, and installation hardware) o 3HP Submersible Mixer o Keller Level Rat Transducer o Concrete Deadmen with straps and turnbuckles for tank anchoring • (1) Direct Bury three-way FRP Flow Splitter Manhole 39 Tarkiln Place New Bedford, MA 02745-1209 Tel. (508) 985-9050 Fax. (508) 985-9072 FID No. 27-3707703 Aquapoint.3, LLC • 39 Tarkiln Place • New Bedford, MA 02745 • 508.985.9050 • www.aquapoint.com • (3) 36/30 Bioclere Units o Includes Dosing & Recycle Pumps, and Media • (1) UV Lift Station Package (duplex pumps, slide rail assemblies, floats, and installation hardware), and (1) Keller Level Rat Transducer • (1) Odor Control Skid • Integrated PLC Panel • Engineering design report, specifications, drawings, submittals and technical manuals • Five (5) man-days onsite technical assistance with installation and start up Engineering, Installation and Commissioning Support Three (3) Hard copies of submittals and technical manuals plus electronic version. Five (5) Man-days onsite technical assistance for start up & operator training (two trips). Price for above equipment, including freight: $962,881.00 Sales Tax (10.4%): $100,139.62 (waived with current tax exempt cert) Freight: $60,000.00 Subtotal: $1,123,020.62 It is understood that the foregoing, including the TERMS and CONDITIONS set forth on the reverse side hereof will constitute the full and complete agreement between the parties to this agreement. Payment will be collected according to TERMS described in this quote. 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ommunication no: 1 (published) This communication serves to share the sign in sheet from the mandatory pre-bid meeting on November 7, 2025. Communication Documents [A] Document Size Uploaded Date Sign in Sheet [pdf] 887 Kb 11/18/2025 10:03 AM MST 014.26 - Phillips Mobile Home Park Water and W... (Closed) Communication no: 1 (published) 12/16/2025 03:24 PM MST Page 1 of 1 Certificate Of Completion Envelope Id: 25869DA9-FDBE-4F6B-ADCE-3838E6B08914 Status: Completed Subject: Native Sun Construction | Pitkin County Contract 014.26 for Review & Signature Source Envelope: Document Pages: 138 Signatures: 6 Envelope Originator: Certificate Pages: 6 Initials: 1 Pitkin County Procurement AutoNav: Enabled EnvelopeId Stamping: Disabled Time Zone: (UTC-07:00) Mountain Time (US & Canada) 530 East Main Street Suite 203 Aspen, CO 81611 Procurement@PitkinCounty.com IP Address: 2605:59ca:22e2: Record Tracking Status: Original 3/2/2026 2:09:11 PM Holder: Pitkin County Procurement Procurement@PitkinCounty.com Location: DocuSign Signer Events Signature Timestamp Connie Baker connie.baker@pitkincounty.com Budget Director Pitkin County Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 74.244.9.86 Sent: 3/2/2026 2:25:01 PM Resent: 3/3/2026 8:17:27 AM Viewed: 3/3/2026 8:18:15 AM Signed: 3/3/2026 8:18:23 AM Electronic Record and Signature Disclosure: Not Offered via Docusign Kara Silbernagel kara.silbernagel@pitkincounty.com Interim County Manager Pitkin County Colorado Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 65.38.144.66 Sent: 3/3/2026 8:18:34 AM Viewed: 3/3/2026 9:57:13 AM Signed: 3/3/2026 10:21:06 AM Electronic Record and Signature Disclosure: Accepted: 6/26/2025 10:29:11 AM ID: 13c88870-faf6-4375-8fed-1bd1d274f164 Company Name: Pitkin County, Colorado Kevin Warner kevin.warner@pitkincounty.com Construction and Assets Director Pitkin County Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 65.38.144.66 Sent: 3/3/2026 10:21:18 AM Viewed: 3/3/2026 10:54:09 AM Signed: 3/3/2026 10:55:22 AM Electronic Record and Signature Disclosure: Not Offered via Docusign Richard Neiley richard.neiley@pitkincounty.com County Attorney Security Level: Email, Account Authentication (None)Signature Adoption: Drawn on Device Using IP Address: 2601:281:2:1d50:c53c:3f89:bf90:978d Sent: 3/4/2026 8:49:43 AM Viewed: 3/4/2026 9:32:25 AM Signed: 3/4/2026 9:36:52 AM Electronic Record and Signature Disclosure: Signer Events Signature Timestamp Accepted: 3/4/2026 12:10:16 PM ID: cb41a4f5-8fd7-49ec-a17d-de8cdfdc7e0d Company Name: Pitkin County, Colorado Samuel Jeffs Samuel.Jeffs@nscteam.com Chief Estimator Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 50.169.220.178 Sent: 3/3/2026 10:55:34 AM Viewed: 3/4/2026 3:43:46 PM Signed: 3/4/2026 5:08:00 PM Electronic Record and Signature Disclosure: Accepted: 3/4/2026 3:43:46 PM ID: f5bd6707-df9b-4d81-9ecb-17ca365c17fc Company Name: Pitkin County, Colorado In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Pitkin County Procurement procurement@pitkincounty.com Ruslana Ivanova, Procurement Specialist Pitkin County Security Level: Email, Account Authentication (None) Sent: 3/4/2026 5:08:12 PM Electronic Record and Signature Disclosure: Not Offered via Docusign Accounts Payable AP@pitkincounty.com Accounts Payable Pitkin County Security Level: Email, Account Authentication (None) Sent: 3/4/2026 5:08:13 PM Electronic Record and Signature Disclosure: Not Offered via Docusign Ashley Perl ashley.perl@pitkincounty.com Resiliency and Housing Director Security Level: Email, Account Authentication (None) Sent: 3/4/2026 5:08:14 PM Electronic Record and Signature Disclosure: Accepted: 3/2/2026 10:37:18 AM ID: 5bb22e4b-284a-4992-bd87-c0a9e3ff4336 Company Name: Pitkin County, Colorado Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 3/2/2026 2:25:02 PM Envelope Updated Security Checked 3/3/2026 8:09:26 AM Envelope Updated Security Checked 3/3/2026 8:09:26 AM Envelope Updated Security Checked 3/4/2026 8:49:42 AM Certified Delivered Security Checked 3/4/2026 3:43:46 PM Signing Complete Security Checked 3/4/2026 5:08:00 PM Completed Security Checked 3/4/2026 5:08:14 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Pitkin County (we, us or Pitkin County) may be required by law to provide you with certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically when we send you documents for electronic signature. Acknowledging your Access, Intent, and Consent to Receive and Sign Materials Electronically To confirm that you can access this information electronically, which will be similar to other electronic notices and disclosures that we will provide to you, please verify that you were able to read this electronic disclosure and that you also were able to print on paper or electronically save this page for your future reference and access or that you were able to e-mail this disclosure and consent to an address where you will be able to print on paper or save it for your future reference and access. Further, if you consent to receive notices and disclosures exclusively in electronic format on the terms and conditions described above, please let us know by clicking the 'I agree' button below. By checking the 'I Agree' box, I confirm that: x I am establishing my intent to be bound to the transaction, and indicating that I am fully aware of the purpose for which the signature is being provided. x I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and x I can print on paper the disclosure or save or send the disclosure to a place where I can print it, for future reference and access; and x Until or unless I notify Pitkin County as described above, I consent to receive from exclusively through electronic means all notices, disclosures, authorizations, acknowledgments, and other documents that are required to be provided or made available to me by Pitkin County during the course of my relationship with you. Signing Documents without a Pitkin County DocuSign Account: Pitkin County may not require all document signers to be authorized users of the Pitkin County DocuSign Account. 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