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Home My WebLink AboutContract 'ZDEd&KZ^/'E^Zs/^&KZd,WEd,ZZ< dd>KdZK^h>sZdZW>DEdWZK:d ^tWϮϳͲϰϮϯϮ d,/^'ZDEd͕ĚĂƚĞĚĨŽƌƌĞĨĞƌĞŶĐĞƉƵƌƉŽƐĞƐŽŶůǇĂƐƉƌŝůϮϬ͕ϮϬϮϯ͕ŝƐďǇĂŶĚďĞƚǁĞĞŶƚŚĞ ŝƚǇ ŽĨ ZĞŶƚŽŶ ;ƚŚĞ ͞ŝƚǇ͟Ϳ͕ Ă tĂƐŚŝŶŐƚŽŶ ŵƵŶŝĐŝƉĂů ĐŽƌƉŽƌĂƚŝŽŶ͕ ĂŶĚ 'ĞŽŶŐŝŶĞĞƌƐ͕ /ŶĐ ;͞ŽŶƐƵůƚĂŶƚ͟Ϳ͕ Ă tĂƐŚŝŶŐƚŽŶ ŽƌƉŽƌĂƚŝŽŶ͘ dŚĞ ŝƚǇ ĂŶĚ ƚŚĞ ŽŶƐƵůƚĂŶƚ ĂƌĞ ƌĞĨĞƌƌĞĚ ƚŽ ĐŽůůĞĐƚŝǀĞůǇŝŶƚŚŝƐŐƌĞĞŵĞŶƚĂƐƚŚĞ͞WĂƌƚŝĞƐ͘͟KŶĐĞĨƵůůǇĞǆĞĐƵƚĞĚďǇƚŚĞWĂƌƚŝĞƐ͕ƚŚŝƐŐƌĞĞŵĞŶƚ ŝƐĞĨĨĞĐƚŝǀĞĂƐŽĨƚŚĞůĂƐƚĚĂƚĞƐŝŐŶĞĚďǇďŽƚŚƉĂƌƚŝĞƐ͘ ϭ͘^ĐŽƉĞŽĨtŽƌŬ͗ŽŶƐƵůƚĂŶƚĂŐƌĞĞƐƚŽƉƌŽǀŝĚĞĐŽŶƐƵůƚŝŶŐĂŶĚĚĞƐŝŐŶƐĞƌǀŝĐĞƐĂƐƐƉĞĐŝĨŝĞĚ ŝŶǆŚŝďŝƚͲ͕ǁŚŝĐŚŝƐĂƚƚĂĐŚĞĚĂŶĚŝŶĐŽƌƉŽƌĂƚĞĚŚĞƌĞŝŶĂŶĚŵĂǇŚĞƌĞŝŶĂĨƚĞƌďĞ ƌĞĨĞƌƌĞĚƚŽĂƐƚŚĞ͞tŽƌŬ͘͟ Ϯ͘ŚĂŶŐĞƐŝŶ^ĐŽƉĞŽĨtŽƌŬ͗dŚĞŝƚǇ͕ǁŝƚŚŽƵƚŝŶǀĂůŝĚĂƚŝŶŐƚŚŝƐŐƌĞĞŵĞŶƚ͕ŵĂǇŽƌĚĞƌ ĐŚĂŶŐĞƐƚŽƚŚĞtŽƌŬĐŽŶƐŝƐƚŝŶŐŽĨĂĚĚŝƚŝŽŶƐ͕ĚĞůĞƚŝŽŶƐŽƌŵŽĚŝĨŝĐĂƚŝŽŶƐ͘ŶǇƐƵĐŚĐŚĂŶŐĞƐ ƚŽƚŚĞtŽƌŬƐŚĂůůďĞŽƌĚĞƌĞĚďǇƚŚĞŝƚǇŝŶǁƌŝƚŝŶŐĂŶĚƚŚĞŽŵƉĞŶƐĂƚŝŽŶƐŚĂůůďĞ ĞƋƵŝƚĂďůǇĂĚũƵƐƚĞĚĐŽŶƐŝƐƚĞŶƚǁŝƚŚƚŚĞƌĂƚĞƐƐĞƚĨŽƌƚŚŝŶǆŚŝďŝƚͲϭŽƌĂƐŽƚŚĞƌǁŝƐĞ ŵƵƚƵĂůůǇĂŐƌĞĞĚďǇƚŚĞWĂƌƚŝĞƐ͘ ϯ͘dŝŵĞ ŽĨ WĞƌĨŽƌŵĂŶĐĞ͗ ŽŶƐƵůƚĂŶƚ ƐŚĂůů ĐŽŵŵĞŶĐĞ ƉĞƌĨŽƌŵĂŶĐĞ ŽĨ ƚŚĞ ŐƌĞĞŵĞŶƚ ƉƵƌƐƵĂŶƚƚŽƚŚĞƐĐŚĞĚƵůĞ;ƐͿƐĞƚĨŽƌƚŚŝŶǆŚŝďŝƚ͘ůůtŽƌŬƐŚĂůůďĞƉĞƌĨŽƌŵĞĚďǇŶŽůĂƚĞƌ ƚŚĂŶ:ƵŶĞϯϬ͕ϮϬϮϰ͘ ϰ͘ŽŵƉĞŶƐĂƚŝŽŶ͗ ͘ ŵŽƵŶƚ͘ dŽƚĂů ĐŽŵƉĞŶƐĂƚŝŽŶ ƚŽ ŽŶƐƵůƚĂŶƚ ĨŽƌ tŽƌŬ ƉƌŽǀŝĚĞĚ ƉƵƌƐƵĂŶƚ ƚŽ ƚŚŝƐ ŐƌĞĞŵĞŶƚƐŚĂůůŶŽƚĞǆĐĞĞĚΨϱϳϲ͕ϳϰϲ͘ϬϬ͕ƉůƵƐĂŶǇĂƉƉůŝĐĂďůĞƐƚĂƚĞĂŶĚůŽĐĂůƐĂůĞƐ ƚĂǆĞƐ͘ŽŵƉĞŶƐĂƚŝŽŶƐŚĂůůďĞƉĂŝĚas a flat rate fixed sum ďĂƐĞĚƵƉŽŶtŽƌŬĂĐƚƵĂůůǇ ƉĞƌĨŽƌŵĞĚĂĐĐŽƌĚŝŶŐƚŽƚŚĞƌĂƚĞ;ƐͿŽƌĂŵŽƵŶƚƐƐƉĞĐŝĨŝĞĚŝŶǆŚŝďŝƚͲϭ͘dŚĞŽŶƐƵůƚĂŶƚ ĂŐƌĞĞƐƚŚĂƚĂŶǇŚŽƵƌůǇŽƌĨůĂƚƌĂƚĞĐŚĂƌŐĞĚďǇŝƚĨŽƌŝƚƐtŽƌŬƐŚĂůůƌĞŵĂŝŶůŽĐŬĞĚĂƚƚŚĞ ŶĞŐŽƚŝĂƚĞĚƌĂƚĞ;ƐͿƵŶůĞƐƐŽƚŚĞƌǁŝƐĞĂŐƌĞĞĚƚŽŝŶǁƌŝƚŝŶŐŽƌƉƌŽǀŝĚĞĚŝŶǆŚŝďŝƚͲϭ͘ ǆĐĞƉƚĂƐƐƉĞĐŝĨŝĐĂůůǇƉƌŽǀŝĚĞĚŚĞƌĞŝŶ͕ƚŚĞŽŶƐƵůƚĂŶƚƐŚĂůůďĞƐŽůĞůǇƌĞƐƉŽŶƐŝďůĞĨŽƌ ƉĂǇŵĞŶƚŽĨĂŶǇƚĂǆĞƐŝŵƉŽƐĞĚĂƐĂƌĞƐƵůƚŽĨƚŚĞƉĞƌĨŽƌŵĂŶĐĞĂŶĚƉĂǇŵĞŶƚŽĨƚŚŝƐ ŐƌĞĞŵĞŶƚ͘ CAG-23-143 W'ϮK&ϭϬ ͘ DĞƚŚŽĚŽĨWĂǇŵĞŶƚ͘KŶĂŵŽŶƚŚůǇŽƌŶŽůĞƐƐƚŚĂŶƋƵĂƌƚĞƌůǇďĂƐŝƐĚƵƌŝŶŐĂŶǇƋƵĂƌƚĞƌ ŝŶǁŚŝĐŚtŽƌŬŝƐƉĞƌĨŽƌŵĞĚ͕ƚŚĞŽŶƐƵůƚĂŶƚƐŚĂůůƐƵďŵŝƚĂǀŽƵĐŚĞƌŽƌŝŶǀŽŝĐĞŝŶĂĨŽƌŵ ƐƉĞĐŝĨŝĞĚďǇƚŚĞŝƚǇ͕ŝŶĐůƵĚŝŶŐĂĚĞƐĐƌŝƉƚŝŽŶŽĨǁŚĂƚtŽƌŬŚĂƐďĞĞŶƉĞƌĨŽƌŵĞĚ͕ƚŚĞ ŶĂŵĞŽĨƚŚĞƉĞƌƐŽŶŶĞůƉĞƌĨŽƌŵŝŶŐƐƵĐŚtŽƌŬ͕ĂŶĚĂŶǇŚŽƵƌůǇůĂďŽƌĐŚĂƌŐĞƌĂƚĞĨŽƌ ƐƵĐŚƉĞƌƐŽŶŶĞů͘dŚĞŽŶƐƵůƚĂŶƚƐŚĂůůĂůƐŽƐƵďŵŝƚĂĨŝŶĂůďŝůůƵƉŽŶĐŽŵƉůĞƚŝŽŶŽĨĂůů tŽƌŬ͘WĂǇŵĞŶƚƐŚĂůůďĞŵĂĚĞďǇƚŚĞŝƚǇĨŽƌtŽƌŬƉĞƌĨŽƌŵĞĚǁŝƚŚŝŶƚŚŝƌƚǇ;ϯϬͿ ĐĂůĞŶĚĂƌĚĂǇƐĂĨƚĞƌƌĞĐĞŝƉƚĂŶĚĂƉƉƌŽǀĂůďǇƚŚĞĂƉƉƌŽƉƌŝĂƚĞŝƚǇƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨƚŚĞ ǀŽƵĐŚĞƌŽƌŝŶǀŽŝĐĞ͘/ĨƚŚĞŽŶƐƵůƚĂŶƚ͛ƐƉĞƌĨŽƌŵĂŶĐĞĚŽĞƐŶŽƚŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐ ŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͕ƚŚĞŽŶƐƵůƚĂŶƚǁŝůůĐŽƌƌĞĐƚŽƌŵŽĚŝĨǇŝƚƐƉĞƌĨŽƌŵĂŶĐĞƚŽĐŽŵƉůǇ ǁŝƚŚƚŚĞŐƌĞĞŵĞŶƚ͘dŚĞŝƚǇŵĂǇǁŝƚŚŚŽůĚƉĂǇŵĞŶƚĨŽƌǁŽƌŬƚŚĂƚĚŽĞƐŶŽƚŵĞĞƚƚŚĞ ƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘ ͘ ĨĨĞĐƚŽĨWĂǇŵĞŶƚ͘WĂǇŵĞŶƚĨŽƌĂŶǇƉĂƌƚŽĨƚŚĞtŽƌŬƐŚĂůůŶŽƚĐŽŶƐƚŝƚƵƚĞĂǁĂŝǀĞƌďǇ ƚŚĞŝƚǇŽĨĂŶǇƌĞŵĞĚŝĞƐŝƚŵĂǇŚĂǀĞĂŐĂŝŶƐƚƚŚĞŽŶƐƵůƚĂŶƚĨŽƌĨĂŝůƵƌĞŽĨƚŚĞ ŽŶƐƵůƚĂŶƚ ƚŽ ƉĞƌĨŽƌŵ ƚŚĞ tŽƌŬ Žƌ ĨŽƌ ĂŶǇ ďƌĞĂĐŚ ŽĨ ƚŚŝƐ ŐƌĞĞŵĞŶƚ ďǇ ƚŚĞ ŽŶƐƵůƚĂŶƚ͘ ͘ EŽŶͲƉƉƌŽƉƌŝĂƚŝŽŶŽĨ&ƵŶĚƐ͘/ĨƐƵĨĨŝĐŝĞŶƚĨƵŶĚƐĂƌĞŶŽƚĂƉƉƌŽƉƌŝĂƚĞĚŽƌĂůůŽĐĂƚĞĚĨŽƌ ƉĂǇŵĞŶƚƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚĨŽƌĂŶǇĨƵƚƵƌĞĨŝƐĐĂůƉĞƌŝŽĚ͕ƚŚĞŝƚǇƐŚĂůůŶŽƚďĞ ŽďůŝŐĂƚĞĚƚŽŵĂŬĞƉĂǇŵĞŶƚƐĨŽƌtŽƌŬŽƌĂŵŽƵŶƚƐŝŶĐƵƌƌĞĚĂĨƚĞƌƚŚĞĞŶĚŽĨƚŚĞ ĐƵƌƌĞŶƚĨŝƐĐĂůƉĞƌŝŽĚ͕ĂŶĚƚŚŝƐŐƌĞĞŵĞŶƚǁŝůůƚĞƌŵŝŶĂƚĞƵƉŽŶƚŚĞĐŽŵƉůĞƚŝŽŶŽĨĂůů ƌĞŵĂŝŶŝŶŐtŽƌŬĨŽƌǁŚŝĐŚĨƵŶĚƐĂƌĞĂůůŽĐĂƚĞĚ͘EŽƉĞŶĂůƚǇŽƌĞǆƉĞŶƐĞƐŚĂůůĂĐĐƌƵĞƚŽ ƚŚĞŝƚǇŝŶƚŚĞĞǀĞŶƚƚŚŝƐƉƌŽǀŝƐŝŽŶĂƉƉůŝĞƐ͘ ϱ͘dĞƌŵŝŶĂƚŝŽŶ͗ ͘dŚĞŝƚǇƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚƚŽƚĞƌŵŝŶĂƚĞƚŚŝƐŐƌĞĞŵĞŶƚĂƚĂŶǇƚŝŵĞ͕ǁŝƚŚŽƌǁŝƚŚŽƵƚ ĐĂƵƐĞďǇŐŝǀŝŶŐƚĞŶ;ϭϬͿĐĂůĞŶĚĂƌĚĂǇƐ͛ŶŽƚŝĐĞƚŽƚŚĞŽŶƐƵůƚĂŶƚŝŶǁƌŝƚŝŶŐ͘/ŶƚŚĞĞǀĞŶƚ ŽĨƐƵĐŚƚĞƌŵŝŶĂƚŝŽŶŽƌƐƵƐƉĞŶƐŝŽŶ͕ĂůůĨŝŶŝƐŚĞĚŽƌƵŶĨŝŶŝƐŚĞĚĚŽĐƵŵĞŶƚƐ͕ĚĂƚĂ͕ƐƚƵĚŝĞƐ͕ ǁŽƌŬƐŚĞĞƚƐ͕ŵŽĚĞůƐĂŶĚƌĞƉŽƌƚƐ͕ŽƌŽƚŚĞƌŵĂƚĞƌŝĂůƉƌĞƉĂƌĞĚďǇƚŚĞ ŽŶƐƵůƚĂŶƚ ƉƵƌƐƵĂŶƚƚŽƚŚŝƐŐƌĞĞŵĞŶƚƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŽƚŚĞŝƚǇ͕ŝĨĂŶǇĂƌĞƌĞƋƵŝƌĞĚĂƐƉĂƌƚ ŽĨƚŚĞtŽƌŬ͘ ͘/ŶƚŚĞĞǀĞŶƚƚŚŝƐŐƌĞĞŵĞŶƚŝƐƚĞƌŵŝŶĂƚĞĚďǇƚŚĞŝƚǇ͕ƚŚĞŽŶƐƵůƚĂŶƚƐŚĂůůďĞĞŶƚŝƚůĞĚ ƚŽƉĂǇŵĞŶƚĨŽƌĂůůŚŽƵƌƐǁŽƌŬĞĚƚŽƚŚĞĞĨĨĞĐƚŝǀĞĚĂƚĞŽĨƚĞƌŵŝŶ ĂƚŝŽŶ͕ůĞƐƐĂůůƉĂǇŵĞŶƚƐ ƉƌĞǀŝŽƵƐůǇŵĂĚĞ͘/ĨƚŚĞŐƌĞĞŵĞŶƚŝƐƚĞƌŵŝŶĂƚĞĚďǇƚŚĞŝƚǇĂĨƚĞƌƉĂƌƚŝĂůƉĞƌĨŽƌŵĂŶĐĞ ŽĨtŽƌŬĨŽƌǁŚŝĐŚƚŚĞĂŐƌĞĞĚĐŽŵƉĞŶƐĂƚŝŽŶŝƐĂĨŝǆĞĚĨĞĞ͕ƚŚĞŝƚǇƐŚĂůůƉĂǇƚŚĞ ŽŶƐƵůƚĂŶƚĂŶĞƋƵŝƚĂďůĞƐŚĂƌĞŽĨƚŚĞĨŝǆĞĚĨĞĞ͘dŚŝƐƉƌŽǀŝƐŝŽŶƐŚĂůůŶŽƚƉƌĞǀĞŶƚƚŚĞ ŝƚǇĨƌŽŵƐĞĞŬŝŶŐĂŶǇůĞŐĂůƌĞŵĞĚŝĞƐŝƚŵĂǇŚĂǀĞĨŽƌƚŚĞǀŝŽůĂƚŝŽŶŽƌŶŽŶƉĞƌĨŽƌŵĂŶĐĞ ŽĨĂŶǇŽĨƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚŝƐŐƌĞĞŵĞŶƚĂŶĚƐƵĐŚĐŚĂƌŐĞƐĚƵĞƚŽƚŚĞŝƚǇƐŚĂůůďĞ ĚĞĚƵĐƚĞĚĨƌŽŵƚŚĞĨŝŶĂůƉĂǇŵĞŶƚĚƵĞƚŚĞŽŶƐƵůƚĂŶƚ͘EŽƉĂǇŵĞŶƚƐŚĂůůďĞŵĂĚĞďǇ ƚŚĞŝƚǇĨŽƌĂŶǇĞǆƉĞŶƐĞƐŝŶĐƵƌƌĞĚŽƌǁŽƌŬĚŽŶĞĨŽůůŽǁŝŶŐƚŚĞĞĨĨĞĐƚŝǀĞĚĂƚĞŽĨ ƚĞƌŵŝŶĂƚŝŽŶƵŶůĞƐƐĂƵƚŚŽƌŝǌĞĚŝŶĂĚǀĂŶĐĞŝŶǁƌŝƚŝŶŐďǇƚŚĞŝƚǇ͘ W'ϯK&ϭϬ ϲ͘tĂƌƌĂŶƚŝĞƐŶĚZŝŐŚƚdŽhƐĞtŽƌŬWƌŽĚƵĐƚ͗ŽŶƐƵůƚĂŶƚƌĞƉƌĞƐĞŶƚƐƚŚĂƚŽŶƐƵůƚĂŶƚǁŝůů ƉĞƌĨŽƌŵĂůůtŽƌŬŝĚĞŶƚŝĨŝĞĚŝŶƚŚŝƐŐƌĞĞŵĞŶƚŝŶĂƉƌŽĨĞƐƐŝŽŶĂůŵĂŶŶĞƌŝŶĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚƚŚĞƉƌŽĨĞƐƐŝŽŶĂůƐƚĂŶĚĂƌĚŽĨĐĂƌĞĂŶĚĂƉƉůŝĐĂďůĞůĂǁƐ͘ŽŵƉůŝĂŶĐĞǁŝƚŚƉƌŽĨĞƐƐŝŽŶĂů ƐƚĂŶĚĂƌĚƐŝŶĐůƵĚĞƐ͕ĂƐĂƉƉůŝĐĂďůĞ͕ƉĞƌĨŽƌŵŝŶŐƚŚĞtŽƌŬŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚĂƉƉůŝĐĂďůĞŝƚǇ ƐƚĂŶĚĂƌĚƐŽƌŐƵŝĚĞůŝŶĞƐ;Ğ͘Ő͘ĚĞƐŝŐŶĐƌŝƚĞƌŝĂĂŶĚ^ƚĂŶĚĂƌĚWůĂŶƐĨŽƌZŽĂĚ͕ƌŝĚŐĞĂŶĚ DƵŶŝĐŝƉĂů ŽŶƐƚƌƵĐƚŝŽŶͿ͘ WƌŽĨĞƐƐŝŽŶĂů ĞŶŐŝŶĞĞƌƐ ƐŚĂůů ƐŝŐŶ ĂŶĚ͕ ĂƐ ĂƉƉůŝĐĂďůĞ͕ ƐƚĂŵƉ ĞŶŐŝŶĞĞƌŝŶŐ ƉůĂŶƐ͕ ƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ ƉůĂƚƐ͕ ĂŶĚ ƌĞƉŽƌƚƐ͕ ĂƐ ĂƉƉůŝĐĂďůĞ͕ ƉƵƌƐƵĂŶƚ ƚŽ Zt ϭϴ͘ϰϯ͘ϬϳϬ͘ŽŶƐƵůƚĂŶƚĨƵƌƚŚĞƌƌĞƉƌĞƐĞŶƚƐĂŶĚǁĂƌƌĂŶƚƐƚŚĂƚĂůůĨŝŶĂůǁŽƌŬƉƌŽĚƵĐƚĐƌĞĂƚĞĚ ĨŽƌĂŶĚĚĞůŝǀĞƌĞĚƚŽƚŚĞŝƚǇƉƵƌƐƵĂŶƚƚŽƚŚŝƐŐƌĞĞŵĞŶƚƐŚĂůůďĞƚŚĞŽƌŝŐŝŶĂůǁŽƌŬŽĨƚŚĞ ŽŶƐƵůƚĂŶƚĂŶĚĨƌĞĞĨƌŽŵĂŶǇŝŶƚĞůůĞĐƚƵĂůƉƌŽƉĞƌƚǇĞŶĐƵŵďƌĂŶĐĞǁŚŝĐŚǁŽƵůĚƌĞƐƚƌŝĐƚƚŚĞ ŝƚǇĨƌŽŵƵƐŝŶŐƚŚĞǁŽƌŬƉƌŽĚƵĐƚ͘ŽŶƐƵůƚĂŶƚŐƌĂŶƚƐƚŽƚŚĞŝƚǇĂŶŽŶͲĞǆĐůƵƐŝǀĞ͕ƉĞƌƉĞƚƵĂů ƌŝŐŚƚĂŶĚůŝĐĞŶƐĞƚŽƵƐĞ͕ƌĞƉƌŽĚƵĐĞ͕ĚŝƐƚƌŝďƵƚĞ͕ĂĚĂƉƚ͕ŵŽĚŝĨǇ͕ĂŶĚĚŝƐƉůĂǇĂůůĨŝŶĂůǁŽƌŬ ƉƌŽĚƵĐƚ ƉƌŽĚƵĐĞĚ ƉƵƌƐƵĂŶƚ ƚŽ ƚŚŝƐ ŐƌĞĞŵĞŶƚ͘ dŚĞ ŝƚǇ͛Ɛ Žƌ ŽƚŚĞƌ͛Ɛ ĂĚĂƉƚĂƚŝŽŶ͕ ŵŽĚŝĨŝĐĂƚŝŽŶ Žƌ ƵƐĞ ŽĨ ƚŚĞ ĨŝŶĂů ǁŽƌŬ ƉƌŽĚƵĐƚƐ ŽƚŚĞƌ ƚŚĂŶ ĨŽƌ ƚŚĞ ƉƵƌƉŽƐĞƐ ŽĨ ƚŚŝƐ ŐƌĞĞŵĞŶƚƐŚĂůůďĞǁŝƚŚŽƵƚůŝĂďŝůŝƚǇƚŽƚŚĞŽŶƐƵůƚĂŶƚ͘dŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚŝƐƐĞĐƚŝŽŶƐŚĂůů ƐƵƌǀŝǀĞƚŚĞĞǆƉŝƌĂƚŝŽŶŽƌƚĞƌŵŝŶĂƚŝŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘ ϳ͘ZĞĐŽƌĚ DĂŝŶƚĞŶĂŶĐĞ͗ dŚĞ ŽŶƐƵůƚĂŶƚ ƐŚĂůů ŵĂŝŶƚĂŝŶ ĂĐĐŽƵŶƚƐ ĂŶĚ ƌĞĐŽƌĚƐ͕ ǁŚŝĐŚ ƉƌŽƉĞƌůǇ ƌĞĨůĞĐƚ Ăůů ĚŝƌĞĐƚ ĂŶĚ ŝŶĚŝƌĞĐƚ ĐŽƐƚƐ ĞǆƉĞŶĚĞĚ ĂŶĚ tŽƌŬ ƉƌŽǀŝĚĞĚ ŝŶ ƚŚĞ ƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚŝƐŐƌĞĞŵĞŶƚĂŶĚƌĞƚĂŝŶƐƵĐŚƌĞĐŽƌĚƐĨŽƌĂƐůŽŶŐĂƐŵĂǇďĞƌĞƋƵŝƌĞĚďǇ ĂƉƉůŝĐĂďůĞtĂƐŚŝŶŐƚŽŶ^ƚĂƚĞƌĞĐŽƌĚƐƌĞƚĞŶƚŝŽŶůĂǁƐ͕ďƵƚŝŶĂŶǇĞǀĞŶƚŶŽůĞƐƐƚŚĂŶƐŝǆ ǇĞĂƌƐĂĨƚĞƌƚŚĞƚĞƌŵŝŶĂƚŝŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘dŚĞŽŶƐƵůƚĂŶƚĂŐƌĞĞƐƚŽƉƌŽǀŝĚĞĂĐĐĞƐƐ ƚŽĂŶĚĐŽƉŝĞƐŽĨĂŶǇƌĞĐŽƌĚƐƌĞůĂƚĞĚƚŽƚŚŝƐŐƌĞĞŵĞŶƚĂƐƌĞƋƵŝƌĞĚďǇƚŚĞŝƚǇƚŽĂƵĚŝƚ 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ϭϲ͘EŽƚŝĐĞƐ͗ŶǇŶŽƚŝĐĞƌĞƋƵŝƌĞĚƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚǁŝůůďĞŝŶǁƌŝƚŝŶŐ͕ĂĚĚƌĞƐƐĞĚƚŽƚŚĞ ĂƉƉƌŽƉƌŝĂƚĞƉĂƌƚǇĂƚƚŚĞĂĚĚƌĞƐƐǁŚŝĐŚĂƉƉĞĂƌƐďĞůŽǁ;ĂƐŵŽĚŝĨŝĞĚŝŶǁƌŝƚŝŶŐĨƌŽŵƚŝŵĞ ƚŽƚŝŵĞďǇƐƵĐŚƉĂƌƚǇͿ͕ĂŶĚŐŝǀĞŶƉĞƌƐŽŶĂůůǇ͕ďǇƌĞŐŝƐƚĞƌĞĚŽƌĐĞƌƚŝĨŝĞĚŵĂŝů͕ƌĞƚƵƌŶƌĞĐĞŝƉƚ ƌĞƋƵĞƐƚĞĚ͕ďǇĨĂĐƐŝŵŝůĞŽƌďǇŶĂƚŝŽŶĂůůǇƌĞĐŽŐŶŝǌĞĚŽǀĞƌŶŝŐŚƚĐŽƵƌŝĞƌƐĞƌǀŝĐĞ͘dŝŵĞƉĞƌŝŽĚ ĨŽƌ ŶŽƚŝĐĞƐ ƐŚĂůů ďĞĚĞĞŵĞĚ ƚŽŚĂǀĞ ĐŽŵŵĞŶĐĞĚƵƉŽŶ ƚŚĞ ĚĂƚĞ ŽĨƌĞĐĞŝƉƚ͕ yWd ĨĂĐƐŝŵŝůĞĚĞůŝǀĞƌǇǁŝůůďĞĚĞĞŵĞĚƚŽŚĂǀĞĐŽŵŵĞŶĐĞĚŽŶƚŚĞĨŝƌƐƚďƵƐŝŶĞƐƐĚĂǇĨŽůůŽǁŝŶŐ ƚƌĂŶƐŵŝƐƐŝŽŶ͘ ŵĂŝů ĂŶĚ ƚĞůĞƉŚŽŶĞ ŵĂǇ ďĞ ƵƐĞĚ ĨŽƌ ƉƵƌƉŽƐĞƐ ŽĨ ĂĚŵŝŶŝƐƚĞƌŝŶŐ ƚŚĞ ŐƌĞĞŵĞŶƚ͕ďƵƚƐŚŽƵůĚŶŽƚďĞƵƐĞĚƚŽŐŝǀĞĂŶǇĨŽƌŵĂůŶŽƚŝĐĞƌĞƋƵŝƌĞĚďǇƚŚĞŐƌĞĞŵĞŶƚ͘ W'ϳK&ϭϬ /dzK&ZEdKE :ĂƌĞĚDĐŽŶĂůĚ͕W ϭϬϱϱ^ŽƵƚŚ'ƌĂĚǇtĂǇ ZĞŶƚŽŶ͕tϵϴϬϱϳ WŚŽŶĞ͗;ϰϮϱͿϰϯϬͲϳϮϵϯ ũŵĐĚŽŶĂůĚΛƌĞŶƚŽŶǁĂ͘ŐŽǀ &Ăǆ͗;ϰϮϱͿϰϯϬͲϳϮϰϭ KE^h>dEd :ŽĞĂůůĂŐŚĂŶ͕Wt^͕^> ϭϳϰϮϱEhŶŝŽŶ,ŝůůZʹ^ƵŝƚĞϮϱϬ ZĞĚŵŽŶĚ͕tϵϴϬϱϮ WŚŽŶĞ͗;ϮϱϯͿϯϴϯͲϰϵϰϬ ũĐĂůůĂŐŚĂŶΛŐĞŽĞŶŐŝŶĞĞƌƐ͘ĐŽŵ &Ăǆ͗Eͬ ϭϳ͘ŝƐĐƌŝŵŝŶĂƚŝŽŶWƌŽŚŝďŝƚĞĚ͗ǆĐĞƉƚƚŽƚŚĞĞǆƚĞŶƚƉĞƌŵŝƚƚĞĚďǇĂďŽŶĂĨŝĚĞŽĐĐƵƉĂƚŝŽŶĂů ƋƵĂůŝĨŝĐĂƚŝŽŶ͕ƚŚĞŽŶƐƵůƚĂŶƚĂŐƌĞĞƐĂƐĨŽůůŽǁƐ͗ ͘ŽŶƐƵůƚĂŶƚ͕ ĂŶĚ ŽŶƐƵůƚĂŶƚ͛Ɛ ĂŐĞŶƚƐ͕ ĞŵƉůŽǇĞĞƐ͕ ƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐ͕ ĂŶĚ ǀŽůƵŶƚĞĞƌƐ ǁŝƚŚƌĞŐĂƌĚƚŽƚŚĞtŽƌŬƉĞƌĨŽƌŵĞĚŽƌƚŽďĞƉĞƌĨŽƌŵĞĚƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚ͕ƐŚĂůů ŶŽƚĚŝƐĐƌŝŵŝŶĂƚĞŽŶƚŚĞďĂƐŝƐŽĨƌĂĐĞ͕ĐŽůŽƌ͕ƐĞǆ͕ƌĞůŝŐŝŽŶ͕ŶĂƚŝŽŶĂůŝƚǇ͕ĐƌĞĞĚ͕ŵĂƌŝƚĂů ƐƚĂƚƵƐ͕ƐĞǆƵĂůŽƌŝĞŶƚĂƚŝŽŶŽƌƉƌĞĨĞƌĞŶĐĞ͕ĂŐĞ;ĞǆĐĞƉƚŵŝŶŝŵƵŵĂŐĞĂŶĚƌĞƚŝƌĞŵĞŶƚ ƉƌŽǀŝƐŝŽŶƐͿ͕ŚŽŶŽƌĂďůǇĚŝƐĐŚĂƌŐĞĚǀĞƚĞƌĂŶŽƌŵŝůŝƚĂƌǇƐƚĂƚƵƐ͕ŽƌƚŚĞƉƌĞƐĞŶĐĞŽĨĂŶǇ ƐĞŶƐŽƌǇ͕ŵĞŶƚĂůŽƌƉŚǇƐŝĐĂůŚĂŶĚŝĐĂƉ͕ƵŶůĞƐƐďĂƐĞĚƵƉŽŶĂďŽŶĂĨŝĚĞŽĐĐƵƉĂƚŝŽŶĂů ƋƵĂůŝĨŝĐĂƚŝŽŶŝŶƌĞůĂƚŝŽŶƐŚŝƉƚŽŚŝƌŝŶŐĂŶĚĞŵƉůŽǇŵĞŶƚ͕ŝŶĞŵƉůŽǇŵĞŶƚŽƌĂƉƉůŝĐĂƚŝŽŶ ĨŽƌĞŵƉůŽǇŵĞŶƚ͕ƚŚĞĂĚŵŝŶŝƐƚƌĂƚŝŽŶŽĨƚŚĞĚĞůŝǀĞƌǇŽĨtŽƌŬŽƌĂŶǇŽƚŚĞƌďĞŶĞĨŝƚƐ ƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚ͕ŽƌƉƌŽĐƵƌĞŵĞŶƚŽĨŵĂƚĞƌŝĂůƐŽƌƐƵƉƉůŝĞƐ͘ ͘dŚĞŽŶƐƵůƚĂŶƚǁŝůůƚĂŬĞĂĨĨŝƌŵĂƚŝǀĞĂĐƚŝŽŶƚŽŝŶƐƵƌĞƚŚĂƚĂƉƉůŝĐĂŶƚƐĂƌĞĞŵƉůŽǇĞĚĂŶĚ ƚŚĂƚĞŵƉůŽǇĞĞƐĂƌĞƚƌĞĂƚĞĚĚƵƌŝŶŐĞŵƉůŽǇŵĞŶƚǁŝƚŚŽƵƚƌĞŐĂƌĚƚŽƚŚĞŝƌƌĂĐĞ͕ĐƌĞĞĚ͕ ĐŽůŽƌ͕ ŶĂƚŝŽŶĂů ŽƌŝŐŝŶ͕ ƐĞǆ͕ ĂŐĞ͕ ƐĞǆƵĂů ŽƌŝĞŶƚĂƚŝŽŶ͕ ƉŚǇƐŝĐĂů͕ƐĞŶƐŽƌǇŽƌŵĞŶƚĂů ŚĂŶĚŝĐĂƉƐ͕ŽƌŵĂƌŝƚĂůƐƚĂƚƵƐ͘^ƵĐŚĂĐƚŝŽŶƐŚĂůůŝŶĐůƵĚĞ͕ďƵƚŶŽƚďĞůŝŵŝƚĞĚƚŽƚŚĞ ĨŽůůŽǁŝŶŐĞŵƉůŽǇŵĞŶƚ͕ƵƉŐƌĂĚŝŶŐ͕ĚĞŵŽƚŝŽŶŽƌƚƌĂŶƐĨĞƌ͕ƌĞĐƌƵŝƚŵĞŶƚŽƌƌĞĐƌƵŝƚŵĞŶƚ ĂĚǀĞƌƚŝƐŝŶŐ͕ůĂǇŽĨĨŽƌƚĞƌŵŝŶĂƚŝŽŶ͕ƌĂƚĞƐŽĨƉĂǇŽƌŽƚŚĞƌĨŽƌŵƐŽĨĐŽŵƉĞŶƐĂƚŝŽŶĂŶĚ ƐĞůĞĐƚŝŽŶĨŽƌƚƌĂŝŶŝŶŐ͘ ͘/ĨƚŚĞŽŶƐƵůƚĂŶƚĨĂŝůƐƚŽĐŽŵƉůǇǁŝƚŚĂŶǇŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͛ƐŶŽŶͲĚŝƐĐƌŝŵŝŶĂƚŝŽŶ ƉƌŽǀŝƐŝŽŶƐ͕ƚŚĞŝƚǇƐŚĂůůŚĂǀĞƚŚĞƌŝŐŚƚ͕ĂƚŝƚƐŽƉƚŝŽŶ͕ƚŽĐĂŶĐĞůƚŚĞŐƌĞĞŵĞŶƚŝŶ ǁŚŽůĞŽƌŝŶƉĂƌƚ͘ ͘dŚĞŽŶƐƵůƚĂŶƚŝƐƌĞƐƉŽŶƐŝďůĞƚŽďĞĂǁĂƌĞŽĨĂŶĚŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚĂůůĨĞĚĞƌĂů͕ƐƚĂƚĞ ĂŶĚůŽĐĂůůĂǁƐĂŶĚƌĞŐƵůĂƚŝŽŶƐƚŚĂƚŵĂǇĂĨĨĞĐƚƚŚĞƐĂƚŝƐĨĂĐƚŽƌǇĐŽŵƉůĞƚŝŽŶŽĨƚŚĞ ƉƌŽũĞĐƚ͕ǁŚŝĐŚŝŶĐůƵĚĞƐďƵƚŝƐŶŽƚůŝŵŝƚĞĚƚŽĨĂŝƌůĂďŽƌůĂǁƐ͕ǁŽƌŬĞƌΖƐĐŽŵƉĞŶƐĂƚŝŽŶ͕ ĂŶĚdŝƚůĞs/ŽĨƚŚĞ&ĞĚĞƌĂůŝǀŝůZŝŐŚƚƐĐƚŽĨϭϵϲϰ͕ĂŶĚǁŝůůĐŽŵƉůǇǁŝƚŚŝƚǇŽĨZĞŶƚŽŶ ŽƵŶĐŝůZĞƐŽůƵƚŝŽŶEƵŵďĞƌϰϬϴϱ͘ ϭϴ͘DŝƐĐĞůůĂŶĞŽƵƐ͗dŚĞƉĂƌƚŝĞƐŚĞƌĞďǇĂĐŬŶŽǁůĞĚŐĞ͗ ͘dŚĞŝƚǇŝƐŶŽƚƌĞƐƉŽŶƐŝďůĞƚŽƚƌĂŝŶŽƌƉƌŽǀŝĚĞƚƌĂŝŶŝŶŐĨŽƌŽŶƐƵůƚĂŶƚ͘ W'ϴK&ϭϬ ͘ŽŶƐƵůƚĂŶƚǁŝůůŶŽƚďĞƌĞŝŵďƵƌƐĞĚĨŽƌũŽďƌĞůĂƚĞĚĞǆƉĞŶƐĞƐĞǆĐĞƉƚƚŽƚŚĞĞǆƚĞŶƚ ƐƉĞĐŝĨŝĐĂůůǇĂŐƌĞĞĚǁŝƚŚŝŶƚŚĞĂƚƚĂĐŚĞĚĞǆŚŝďŝƚƐ͘ ͘ŽŶƐƵůƚĂŶƚƐŚĂůůĨƵƌŶŝƐŚĂůůƚŽŽůƐĂŶĚͬŽƌŵĂƚĞƌŝĂůƐŶĞĐĞƐƐĂƌǇƚŽƉĞƌĨŽƌŵƚŚĞtŽƌŬ ĞǆĐĞƉƚƚŽƚŚĞĞǆƚĞŶƚƐƉĞĐŝĨŝĐĂůůǇĂŐƌĞĞĚǁŝƚŚŝŶƚŚĞĂƚƚĂĐŚĞĚĞǆŚŝďŝƚƐ͘ ͘/ŶƚŚĞĞǀĞŶƚƐƉĞĐŝĂůƚƌĂŝŶŝŶŐ͕ůŝĐĞŶƐŝŶŐ͕ŽƌĐĞƌƚŝĨŝĐĂƚŝŽŶŝƐƌĞƋƵŝƌĞĚĨŽƌŽŶƐƵůƚĂŶƚƚŽ ƉƌŽǀŝĚĞtŽƌŬŚĞͬƐŚĞǁŝůůĂĐƋƵŝƌĞŽƌŵĂŝŶƚĂŝŶƐƵĐŚĂƚŚŝƐͬŚĞƌŽǁŶĞǆƉĞŶƐĞĂŶĚ͕ŝĨ ŽŶƐƵůƚĂŶƚĞŵƉůŽǇƐ͕ƐƵďͲĐŽŶƚƌĂĐƚƐ͕ŽƌŽƚŚĞƌǁŝƐĞĂƐƐŝŐŶƐƚŚĞƌĞƐƉŽŶƐŝďŝůŝƚǇƚŽƉĞƌĨŽƌŵ ƚŚĞtŽƌŬ͕ƐĂŝĚĞŵƉůŽǇĞĞͬƐƵďͲĐŽŶƚƌĂĐƚŽƌͬĂƐƐŝŐŶĞĞǁŝůůĂĐƋƵŝƌĞĂŶĚŽƌŵĂŝŶƚĂŝŶƐƵĐŚ ƚƌĂŝŶŝŶŐ͕ůŝĐĞŶƐŝŶŐ͕ŽƌĐĞƌƚŝĨŝĐĂƚŝŽŶ͘ ͘dŚŝƐŝƐĂŶŽŶͲĞǆĐůƵƐŝǀĞĂŐƌĞĞŵĞŶƚĂŶĚŽŶƐƵůƚĂŶƚŝƐĨƌĞĞƚŽƉƌŽǀŝĚĞŚŝƐͬŚĞƌtŽƌŬƚŽ ŽƚŚĞƌĞŶƚŝƚŝĞƐ͕ƐŽůŽŶŐĂƐƚŚĞƌĞŝƐŶŽŝŶƚĞƌƌƵƉƚŝŽŶŽƌŝŶƚĞƌĨĞƌĞŶĐĞǁŝƚŚƚŚĞƉƌŽǀŝƐŝŽŶŽĨ tŽƌŬĐĂůůĞĚĨŽƌŝŶƚŚŝƐŐƌĞĞŵĞŶƚ͘ &͘ŽŶƐƵůƚĂŶƚŝƐƌĞƐƉŽŶƐŝďůĞĨŽƌŚŝƐͬŚĞƌŽǁŶŝŶƐƵƌĂŶĐĞ͕ŝŶĐůƵĚŝŶŐ͕ďƵƚŶŽƚůŝŵŝƚĞĚƚŽ ŚĞĂůƚŚŝŶƐƵƌĂŶĐĞ͘ '͘ŽŶƐƵůƚĂŶƚŝƐƌĞƐƉŽŶƐŝďůĞĨŽƌŚŝƐͬŚĞƌŽǁŶtŽƌŬĞƌ͛ƐŽŵƉĞŶƐĂƚŝŽŶĐŽǀĞƌĂŐĞĂƐǁĞůůĂƐ ƚŚĂƚĨŽƌĂŶǇƉĞƌƐŽŶƐĞŵƉůŽǇĞĚďǇƚŚĞŽŶƐƵůƚĂŶƚ͘ ϭϵ͘KƚŚĞƌWƌŽǀŝƐŝŽŶƐ͗ ͘ƉƉƌŽǀĂůƵƚŚŽƌŝƚǇ͘ĂĐŚŝŶĚŝǀŝĚƵĂůĞǆĞĐƵƚŝŶŐƚŚŝƐŐƌĞĞŵĞŶƚŽŶďĞŚĂůĨŽĨƚŚĞŝƚǇ ĂŶĚŽŶƐƵůƚĂŶƚƌĞƉƌĞƐĞŶƚƐĂŶĚǁĂƌƌĂŶƚƐƚŚĂƚƐƵĐŚŝŶĚŝǀŝĚƵĂůƐĂƌĞĚƵůǇĂƵƚŚŽƌŝǌĞĚƚŽ ĞǆĞĐƵƚĞĂŶĚĚĞůŝǀĞƌƚŚŝƐŐƌĞĞŵĞŶƚŽŶďĞŚĂůĨŽĨƚŚĞŝƚǇŽƌŽŶƐƵůƚĂŶƚ͘ ͘'ĞŶĞƌĂů ĚŵŝŶŝƐƚƌĂƚŝŽŶ ĂŶĚ DĂŶĂŐĞŵĞŶƚ͘ dŚĞ ŝƚǇ͛Ɛ ƉƌŽũĞĐƚ ŵĂŶĂŐĞƌ ŝƐ :ĂƌĞĚ DĐŽŶĂůĚ͕ ^ƵƌĨĂĐĞ tĂƚĞƌ hƚŝůŝƚǇ ŶŐŝŶĞĞƌ͘ /Ŷ ƉƌŽǀŝĚŝŶŐ tŽƌŬ͕ ŽŶƐƵůƚĂŶƚ ƐŚĂůů 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ĂŶĚĂŶǇƌĞƉƌĞƐĞŶƚĂƚŝŽŶƐ Žƌ ƵŶĚĞƌƐƚĂŶĚŝŶŐƐ͕ ǁŚĞƚŚĞƌ ŽƌĂů ŽƌǁƌŝƚƚĞŶ͕ ŶŽƚ ŝŶĐŽƌƉŽƌĂƚĞĚĂƌĞĞǆĐůƵĚĞĚ͘ :͘dŝŵĞŝƐŽĨƚŚĞƐƐĞŶĐĞ͘dŝŵĞŝƐŽĨƚŚĞĞƐƐĞŶĐĞŽĨƚŚŝƐŐƌĞĞŵĞŶƚĂŶĚĞĂĐŚĂŶĚĂůůŽĨ ŝƚƐƉƌŽǀŝƐŝŽŶƐŝŶǁŚŝĐŚƉĞƌĨŽƌŵĂŶĐĞŝƐĂĨĂĐƚŽƌ͘ĚŚĞƌĞŶĐĞƚŽĐŽŵƉůĞƚŝŽŶĚĂƚĞƐƐĞƚ ĨŽƌƚŚŝŶƚŚĞĚĞƐĐƌŝƉƚŝŽŶŽĨƚŚĞtŽƌŬŝƐĞƐƐĞŶƚŝĂůƚŽƚŚĞŽŶƐƵůƚĂŶƚ͛ƐƉĞƌĨŽƌŵĂŶĐĞŽĨ ƚŚŝƐŐƌĞĞŵĞŶƚ͘ <͘dŚŝƌĚͲWĂƌƚǇ ĞŶĞĨŝĐŝĂƌŝĞƐ͘ EŽƚŚŝŶŐ ŝŶƚŚŝƐ ŐƌĞĞŵĞŶƚ ŝƐ ŝŶƚĞŶĚĞĚ ƚŽ͕ ŶŽƌ ƐŚĂůůďĞ ĐŽŶƐƚƌƵĞĚƚŽŐŝǀĞĂŶǇƌŝŐŚƚƐŽƌďĞŶĞĨŝƚƐŝŶƚŚĞŐƌĞĞŵĞŶƚƚŽĂŶǇŽŶĞŽƚŚĞƌƚŚĂŶƚŚĞ WĂƌƚŝĞƐ͕ĂŶĚĂůůĚƵƚŝĞƐĂŶĚƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐƵŶĚĞƌƚĂŬĞŶƉƵƌƐƵĂŶƚƚŽƚŚŝƐŐƌĞĞŵĞŶƚǁŝůů ďĞĨŽƌƚŚĞƐŽůĞĂŶĚĞǆĐůƵƐŝǀĞďĞŶĞĨŝƚŽĨƚŚĞWĂƌƚŝĞƐĂŶĚŶŽŽŶĞĞůƐĞ͘ >͘ŝŶĚŝŶŐĨĨĞĐƚ͘dŚĞWĂƌƚŝĞƐĞĂĐŚďŝŶĚƚŚĞŵƐĞůǀĞƐ͕ƚŚĞŝƌƉĂƌƚŶĞƌƐ͕ƐƵĐĐĞƐƐŽƌƐ͕ĂƐƐŝŐŶƐ͕ ĂŶĚůĞŐĂůƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐƚŽƚŚĞŽƚŚĞƌƉĂƌƚǇƚŽƚŚŝƐŐƌĞĞŵĞŶƚ͕ĂŶĚƚŽƚŚĞƉĂƌƚŶĞƌƐ͕ ƐƵĐĐĞƐƐŽƌƐ͕ĂƐƐŝŐŶƐ͕ĂŶĚůĞŐĂůƌĞƉƌĞƐĞŶƚĂƚŝǀĞƐŽĨƐƵĐŚŽƚŚĞƌƉĂƌƚǇǁŝƚŚƌĞƐƉĞĐƚƚŽĂůů ĐŽǀĞŶĂŶƚƐŽĨƚŚĞŐƌĞĞŵĞŶƚ͘ W'ϭϬK&ϭϬ D͘tĂŝǀĞƌƐ͘ůůǁĂŝǀĞƌƐƐŚĂůůďĞŝŶǁƌŝƚŝŶŐĂŶĚƐŝŐŶĞĚďǇƚŚĞǁĂŝǀŝŶŐƉĂƌƚǇ͘ŝƚŚĞƌƉĂƌƚǇ͛Ɛ ĨĂŝůƵƌĞƚŽĞŶĨŽƌĐĞĂŶǇƉƌŽǀŝƐŝŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚƐŚĂůůŶŽƚďĞĂǁĂŝǀĞƌĂŶĚƐŚĂůůŶŽƚ ƉƌĞǀĞŶƚĞŝƚŚĞƌƚŚĞŝƚǇŽƌŽŶƐƵůƚĂŶƚĨƌŽŵĞŶĨŽƌĐŝŶŐƚŚĂƚƉƌŽǀŝƐŝŽŶŽƌĂŶǇŽƚŚĞƌ ƉƌŽǀŝƐŝŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚŝŶƚŚĞĨƵƚƵƌĞ͘tĂŝǀĞƌŽĨďƌĞĂĐŚŽĨĂŶǇƉƌŽǀŝƐŝŽŶŽĨƚŚŝƐ ŐƌĞĞŵĞŶƚƐŚĂůůŶŽƚďĞĚĞĞŵĞĚƚŽďĞĂǁĂŝǀĞƌŽĨĂŶǇƉƌŝŽƌŽƌƐƵďƐĞƋƵĞŶƚďƌĞĂĐŚ ƵŶůĞƐƐŝƚŝƐĞǆƉƌĞƐƐůǇǁĂŝǀĞĚŝŶǁƌŝƚŝŶŐ͘ E͘ŽƵŶƚĞƌƉĂƌƚƐ͘ dŚĞ WĂƌƚŝĞƐ ŵĂǇ ĞǆĞĐƵƚĞ ƚŚŝƐ ŐƌĞĞŵĞŶƚ ŝŶ ĂŶǇ ŶƵŵďĞƌ ŽĨ ĐŽƵŶƚĞƌƉĂƌƚƐ͕ĞĂĐŚŽĨǁŚŝĐŚƐŚĂůůĐŽŶƐƚŝƚƵƚĞĂŶŽƌŝŐŝŶĂů͕ĂŶĚĂůůŽĨǁŚŝĐŚǁŝůůƚŽŐĞƚŚĞƌ ĐŽŶƐƚŝƚƵƚĞƚŚŝƐŽŶĞŐƌĞĞŵĞŶƚ͘ /Et/dE^^t,ZK&͕ƚŚĞWĂƌƚŝĞƐŚĂǀĞǀŽůƵŶƚĂƌŝůǇĞŶƚĞƌĞĚŝŶƚŽƚŚŝƐŐƌĞĞŵĞŶƚĂƐŽĨƚŚĞĚĂƚĞ ůĂƐƚƐŝŐŶĞĚďǇƚŚĞWĂƌƚŝĞƐďĞůŽǁ͘ /dzK&ZEdKE Ǉ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ KE^h>dEd Ǉ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ƌŵŽŶĚŽWĂǀŽŶĞ DĂǇŽƌ :ŽĞĂůůĂŐŚĂŶ WƌŝŶĐŝƉĂů ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ĂƚĞ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ĂƚĞ ƚƚĞƐƚ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ :ĂƐŽŶ͘^ĞƚŚ ŝƚǇůĞƌŬ ƉƉƌŽǀĞĚĂƐƚŽ>ĞŐĂů&Žƌŵ Ǉ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ^ŚĂŶĞDŽůŽŶĞǇ ZĞŶƚŽŶŝƚǇƚƚŽƌŶĞǇ ŽŶƚƌĂĐƚdĞŵƉůĂƚĞhƉĚĂƚĞĚϱͬϮϭͬϮϬϮϭ 5-19-2023 Approved by Cheryl Beyer via 5/1/2023 email EXHIBIT A Scope of Services City of Renton Panther Creek at Talbot Road Culvert Replacement Project (27-4232) Design and Permitting Services Phase 1: Data Gathering, Design Alternatives Analysis, 30% Design, and Permit Submittal April 12, 2023 PROJECT UNDERSTANDING The goals of the Panther Creek at Talbot Road Culvert Replacement Project (Project) are to: (1) replace the current undersized and failing pipe culvert with a fish passage structure; (2) minimize impacts to the travelling public and utility services; and (3) address potential upstream and downstream flooding, water quality, stream geomorphic processes, and habitat enhancements, as appropriate. The scope of services for Phase 1 of the Project addresses: data gathering; design alternatives analyses; 30% design; preliminary regulatory agency coordination and submittal of permit applications for the project; and limited grant funding support. The following are excluded from Phase 1 and can be provided through contract amendment at a future date: 60%, 90% and 100% design submittals; utility coordination; public outreach and coordination; regulatory agency coordination after permit submittal; bidding support; and construction support. PROJECT PHASING This project will be completed in three phases as follows: ■Phase 1 – Data Gathering, 30% Design, and Permit Submittal Data Gathering Design Alternatives Analysis & Selection 30% Design Environmental Permitting ■Phase 2 – Final Design 60%, 90% and 100% Design Utility Coordination Public Outreach and Coordination Support Regulatory Agency Coordination Bidding Support ■Phase 3 – Construction Support RFIs and Submittal Review/Responses Change Order Support Design Revisions During Construction Construction Observation Record Drawings This Scope of Services specifically addresses only Phase 1 of the Project. The consultant team can provide services in support of Phases 2 and 3 as part of a future contract amendment. PROJECT SCHEDULE The anticipated project schedule for Phase 1 is provided in Exhibit C and outlined roughly below: ■May 2023:Notice to Proceed ■May 2023:Baseline Assessments/Data Gathering ■June through August 2023:Design Alternatives Analysis & Selection ■August through October 2023: 30% Design ■November 2023:Permit Application Submittal Based on this schedule, we anticipate design could be completed in early to mid-2024, permits obtained by late 2024, released for bids in early 2025, and constructed during the 2025 in-water work window (August 1-August 31), pending funding availability. SUBCONSULTANT SERVICES The following subconsultants will be subcontracted by GeoEngineers to support the project, with technical specialty services as follows: ■KPFF – Professional Land Survey (PLS); stormwater, utility and roadway engineering; structural engineering; construction management ■Cultural Resources Consultants (CRC) – cultural resources survey DETAILED SCOPE OF SERVICES Task 1.0 – Project Management This task includes services necessary to plan, perform and manage the various element of the Project to fulfill the objectives of the project as outlined in this scope, meet schedule commitments, and coordinate among the disciplines involved in the study, as well as limited coordination with tribes and regulatory agencies, and limited funding support as requested by the City. Subtask 1.1 – General Management, Administration and Coordination The Consultant Contract Manager and Project Manager will provide overall direction and coordination of activities with the City and amongst the Consultant team, as well as general administration and accounting functions. This will specifically include: ■Interdisciplinary communication ■Manage and direct subconsultant work ■Compile subconsultant and prime consultant engineering plans and cost estimates as single, consolidated deliverable packages, and act as primary point of contact between City of Renton and consultant team ■Budget tracking and schedule management ■Preparation of monthly invoices and accompanying invoice progress reports ■Administrative and accounting department assistance Subtask 1.2 – Meetings The Consultant team will participate in regular coordination meetings with the City as well as internal interdisciplinary design coordination meetings. Subtask 1.3 – Agency and Tribe Coordination ■Support the City in providing initial contact with interested tribes and relevant regulatory agencies, including developing a project summary and overview graphics. ■Participate in one on-site meeting with regulatory agencies and interested tribes during the design alternatives phase to review baseline conditions, bankfull width estimates and solicit feedback or concerns expressed by each agency/tribal representative. ■Participate in a second teleconference meeting with regulatory agencies and interested tribes after 30% design completion to update how concerns expressed during the first meeting have been addressed through project design and to achieve consensus on the project. Subtask 1.4 – Funding Support ■Limited support/assistance to the City identifying potential funding support ■Limited support/assistance to the City with competitive funding applications Assumptions ■Duration of Phase 1 is estimated to be approximately 7 months. ■The following meetings are anticipated: Design alternatives criteria and selection process (2 meetings with the City) On-site meeting with WDFW and Muckleshoot Indian Tribe (MIT) (1 meeting) Monthly check-in meetings are planned between the City PM, Consultant PM and selected members of the design and environmental permitting team (7 meetings total). Interdisciplinary design team meetings will be held regularly during the alternative selection and design phase (8 meetings total). ■Invoices and progress reports will be submitted monthly for the duration of this phase. Deliverables ■Project schedule updates, as needed ■Monthly invoice memoranda with progress report ■Meeting minutes from City coordination meetings and agency/tribe coordination ■Funding narrative contributions, as requested Task 2.0 – Survey & Mapping This task will be performed by KPFF. Subtask 2.1 - Topographic /Boundary Survey ■Research records pertaining to boundary and utilities within the project area. ■Establish site control constrained to City of Renton Survey Monuments. ■Coordinate utility locates for the site. ■Survey Talbot Rd and embankment near the culvert crossing. Roadway survey will extend 100 feet south of the site and to the north side of the intersection of S. 38th Ct. The survey will also include the existing project culvert and existing channel extending approximately 150 ft upstream and 150 ft downstream of the project culvert, including survey of storm drain outlets and manholes within 150 ft of the project culvert. ■Locate Ordinary high-water mark (OHWM) and wetland (if any) flagging placed by GeoEngineers within 150 feet of the project culvert. Subtask 2.2 - Utility Locates ■Perform utility locates on conductible underground utilities within the project area. Subtask 2.3 – Utility Potholes Utility potholes will be performed by Applied Professional Services (APS) under subcontract. KPFF will lead and direct this work, including: ■Acquire City of Renton over-the-counter permits as necessary. ■Coordinate traffic control for utility potholing. ■Subcontract performance of up to 10 utility potholes at locations determined by the design team. ■Provide type, size, and depth of utility at each location. ■Backfill pothole locations and patch location to City standards. ■Utility pothole locations and information will be gathered in the field by KPFF and added to the survey basemap. Survey Assumptions ■City Staff to provide assistance with over-the-counter permit acquisition. ■If landowners deny access to any part of the assessment area, that area will be observed “over- the-fence” but otherwise omitted from the field review. To the extent feasible, professional best judgement will be used to fill in data gaps that result from property access denials. ■Survey crews, where required, will request private parcel access from property owners when on site. Project survey will take place primarily within existing road rights-of-way and/or on undeveloped lots or undeveloped portions of lots. City will be responsible for landowner coordination, obtaining rights-of-entry, and public outreach, if any. ■Consultant will not coordinate with individual property owners or individual stakeholders. One-on- one meetings with key stakeholders are not included at this time. ■Wetland and critical area flagging will be completed by GeoEngineers prior to KPFF performing the site survey. ■Utility locates for the design survey will be for conductible underground utilities and visible surface features. ■Boundary and right of way lines shown by this survey will be based on best available record information and ties to local monuments. Review of Title Reports and plotting easements is not included in this scope of work. ■Preparation of temporary construction easements (TCE) and right of way exhibits are not included in this scope of work. Once the number of TCE’s, if any, and their locations are identified, KPFF can provide an amendment in scope to prepare the TCE’s. Survey Deliverables ■Stamped and signed survey meeting City of Renton survey and drafting standards, provided in PDF format. ■CAD basemap and Civil 3D surface drawing in format 2018 or later. Task 3.0 – Hydraulic Design Subtask 3.1 – Data Gathering This subtask includes completing data review and field studies to characterize the Panther Creek basin within the project reach (approximately 150 ft upstream to 150 ft downstream of the project culvert), including review of fish habitat and stream geomorphology within the above noted reach. This task work will include: ■Develop a stream survey extents and requirements graphic for use by the survey team. ■Complete a brief desktop review to compile and summarize available information about basin habitat and hydrologic/hydraulic conditions, including: Utilize online databases and publications to characterize habitat limiting factors in Panther Creek. Complete online assessment of Panther Creek system including development of long profile, characterization of geology and soils. Review mapped FEMA floodplains (if any) ■Complete a field-based review of fish habitat conditions within the project reach, including: Observe aquatic habitat conditions including channel habitat type, condition and quality. Observe riparian habitat type, condition and quality; typical riparian vegetation species composition and quality; and qualitatively evaluate ability of riparian habitat conditions to support aquatic habitat/stream channel conditions. ■Complete a field-based review of fluvial geomorphic conditions within the project reach, including: Observe bank condition/erosion, sediment sources, potential for degradation/aggradation and channel profile. Select a representative stream reference reach for the crossing (if one can be found) that will be used as a basis for design. Within the representative reach, characterize stream morphology, streambed sediment composition (e.g. Wolman Pebble Counts), and bankfull widths (up to three within reference reach). Within the representative reach, map/measure channel thalweg profile and channel sections. Subtask 3.2 – Hydraulic Conceptual Design, Alignment Study and Design Alternatives This subtask includes developing hydraulic conceptual designs, an alignment study, and preparation of a Design Alternatives Selection Report to identify a preferred stream alignment and structure type. ■Hydrologic Analysis Estimate the 2-, 100-, and 500-year peak discharge flows using the most appropriate methodology for the site Estimate a future 100-year flood magnitude using the WDFW climate change resilience web application. This flow will be simulated in the conceptual design conditions hydraulic model to assess structure resiliency and vulnerability. ■Modeling and analysis of the existing conditions Develop a two-dimensional (2D) Hydrologic Engineering Center – River Analysis System (HEC-RAS). Analyze the model results to inform design of the proposed crossing including assessment of backwatering (if any) by existing structure. ■Develop CAD design and drawing sheets of up to two alternative stream channel alignments and profiles. ■Prepare rough-order-of-magnitude (ROM) stream design cost estimate. ■Prepare a Design Alternatives Analysis Report (draft and final) identifying each stream alignment, structural and MOT alternative considered, selection process, and recommended design option. The draft report will be presented to the City for review and discussion and then finalized based on City concurrence and/or recommendations. Subtask 3.3 – 30% Hydraulic Design This subtask includes hydraulic analysis and stream design components of the project. As part of this subtask, GeoEngineers will perform the following: ■Modeling and analysis of 30% design conditions Define approach used to select fish passage design methodology, consistent with WDFW Water Crossing Design Guidelines (WCDG) and WSDOT Hydraulics Manual (HM). Recommend minimum hydraulic opening, alignment, profile, and typical channel cross sections. Develop proposed conditions 2D HEC-RAS model with up to two iterations of design to address structure type, minor deviations in stream alignment, and/or other stream design elements. Identify streambed composition / material design. Develop a concept of Large Woody Material (LWM) and channel complexity features as appropriate. ■Advance the crossing design to 30%. This level of design will consist of: Developing horizontal and vertical alignments and creating a 3D surface of the 30% design condition. The stream design components will be consistent with the natural geomorphological condition of the stream and will achieve the project goals stated above. Specifying the minimum hydraulic opening height and width for the replacement, fish passable structure. Specifying general number and locations of LWM that are consistent with the proposed grading. Detailed design and stability calculations of LWM will be completed during a later design phase of the project (Subtask 5.1). Determining a design channel sediment gradation consistent with information obtained in the reference reach identified in Subtask 3.2. ■Develop preliminary engineering design drawings that will include the following: Plan and profile sheets of the existing conditions (2 sheets total). The existing conditions plan sheet will show property lines, right-of-way (ROW) lines, ordinary high water extents (OHW), the existing crossing pipe alignment, and important features of the stream from survey. Plan, profile and sections sheets of the proposed conditions (3 sheets total). Standard details of LWM structures (1 sheet total). Detailed design of LWM structures will be completed during a later design phase of this project (Subtask 5.1). Conceptual temporary stream bypass and diversion for the site to a level of detail suitable for permit submittal. ■Prepare a Preliminary Hydraulic Design Report that addresses the proposed 30 percent design and documents site observations and existing conditions data collection (including general assessment of climate change vulnerability). This will include preparing a 30% design level cost estimate. An initial draft will be prepared for City review and final draft will be prepared based on City comments for agency/tribe review and to support permit applications. Comments received from agencies and tribes will be addressed as part of a future design level hydraulic design report (not included in this phase). Hydraulic Design Assumptions ■Data review will include publicly accessible databases, additional information/data provided by the City and our in-house files. ■If landowners deny access to any part of the assessment area, that area will be observed “over- the-fence” but otherwise omitted from the field review. To the extent feasible, professional best judgement will be used to fill in data gaps that result from property access denials. ■Up to 2 stream alignment alternatives will be considered. Hydraulic Design Deliverables ■Survey Request Figure ■Field Report documenting fish habitat and stream geomorphology. ■Design Alternatives Analysis Report (Draft and Final) ■30% Stream Design Drawings as part of consolidated plan set (see Task 6.3) ■30% Design Cost Estimate (consolidated across disciplines) ■Preliminary Hydraulic Design Report (Draft and Final) Task 4.0 – Geotechnical Design Subtask 4.1 – Geotechnical Explorations ■Review existing subsurface information to develop an understanding of potential soil and groundwater conditions at the site. ■Complete a visual reconnaissance of the site to evaluate the presence of Geologically Hazardous Areas in accordance with the City of Renton Municipal Code and other site features or constraints that will need to be considered during design. ■Coordinate with City of Renton utility locates within the project area using the One-Call utility locating service. Review City of Renton information regarding underground utilities in the project area. Exploration locations will be chosen to avoid encountered subsurface utilities. ■Develop a traffic control plan in accordance with City of Renton regulations. We will subcontract a pre-qualified firm to develop the traffic control plan and to provide traffic control during drilling. Submit and obtaining the street use permit from Renton. ■Coordinate and complete subsurface explorations at the site. Three, 50-foot deep borings, will be completed. Two borings will be drilled in potential bridge foundation areas. One boring will be drilled in the approximate center of the fill which spans the Panther Creek Valley. The borings will be drilled using hollow stem auger drilling methods. The borings will be advanced at least five feet into bedrock if rock is encountered at depths shallower than 50 feet. ■Collect 1.5-inch inside diameter (ID) or 2.0-inch ID split-barrel samples of soil and possibly bedrock in general accordance with ASTM International (ASTM) D 1586 procedures at approximately 5Ǧfoot depth intervals in each boring. Soil cuttings from the borings will be placed in 55 gallon drums and transported off site. ■Complete laboratory testing on soil samples collected in the borings. Laboratory testing shall consist of moisture content determinations, grain size analyses and organic content determinations. Subtask 4.2 – Preliminary Geotechnical Design Recommendations ■Develop general geotechnical recommendations for the project. Analyses will be limited to conceptual level design. Our recommendations will include the following: Conceptual foundation support for a new culvert. Concept recommendations for bridge foundation support. We will provide preliminary recommendations for shallow foundations and drilled shaft foundations. Retaining wall concepts and options for roadway improvements. General earthwork and site preparation. ■Prepare a geotechnical design considerations letter report summarizing soil, bedrock and groundwater conditions, general design recommendations, and general construction considerations in support of the Design Alternatives Analysis Report. Subtask 4.3 – 30% Geotechnical Design Report ■Provide geotechnical support during development of the 30% Design, including the following tasks: Provide a discussion of the selected preferred alternative for supporting the roadway (bridge or culvert) and accommodating the hydraulic opening. Provide a summary of soil and groundwater conditions based on subsurface explorations completed at the site. Develop geotechnical recommendations to support 30% Design. Recommendations will include foundation support for the selected alternative. Foundation recommendations will be developed and provided in general accordance with American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) and the Washington State Department of Transportation (WSDOT) Geotechnical Design Manual (GDM) procedures. Provide recommendations for earthwork, including temporary and permanent slope configurations, groundwater handling and dewatering considerations, suitability of onsite soil for reuse as structural fill, import fill criteria and fill compaction criteria. Provide estimates of roadway fill and foundation settlements and recommendations for settlement mitigation measures. Evaluate potential construction considerations, including conceptual dewatering needs based on subsurface conditions encountered in our explorations, as appropriate. Develop lateral earth pressure criteria for design of abutment walls. Discuss seismic design considerations and providing seismic design criteria consistent with the 9th Edition of the AASHTO LRFD Bridge Design Specifications (2020). We will also provide our opinion of the potential for liquefaction and lateral spreading based on available deep subsurface soil data and our experience in the site area. ■Provide an assessment of potential consequences of liquefaction and soil strength loss, including estimates, as appropriate, of the following: Differential settlement; Lateral movement; Increase in lateral loads on foundations; and Reduction in foundation soil bearing capacity. ■Prepare a draft Geotechnical Report documenting the site conditions and design recommendations for the preferred alternative. The report will include a site plan showing the locations of the completed explorations, summary exploration logs, laboratory testing results, preliminary design recommendations and engineering figures as appropriate. ■Provide ongoing geotechnical consultation to support coordination meetings through the duration of the 30% Design. Geotechnical Design Assumptions ■Geotechnical engineering analyses will be completed in accordance with the WSDOT Standard Specifications, the AASHTO LRFD Bridge Design Manual. ■Draft geotechnical report delivered during 30% design will be updated as a final report as part of a future design submittal (not included in this phase). Geotechnical Deliverables ■Traffic Control Plans ■Preliminary Geotechnical Design Recommendations Letter ■Draft Geotechnical Report Task 5.0 – Structural Design This task will be completed by KPFF. Subtask 5.1 – Data Gathering ■Review culvert as-builts and any other relevant data provided by the City and other team members including, but not limited to, survey, geotechnical data/reports, hydraulics data/reports, and other relevant design data. ■Complete a structural reconnaissance to observe site conditions that may affect structural considerations for the replacement crossing. Subtask 5.2 – Crossing Structure Type, Size and Location (TSL) Study Preparation of a structural TSL study in support of the Design Alternatives Analysis Study. ■Prepare a structural basis of design listing relevant codes, and design criteria used for concept development. ■Identify up to 3 structural alternatives feasible for the project and provide concept level design drawings for these alternatives ■Develop planning level cost analysis for each alternative. ■Assist GeoEngineers with development of alternative selection criteria, ranking, and a recommended alternative. ■Provide structural design criteria narrative for inclusion in Design Alternatives Analysis Report. ■Assist GeoEngineers with presentation of findings to City for review and concurrence. Subtask 5.3 – 30% Structural Design ■Provide 30% design for the preferred alternative, including: 30% design of a replacement structure including consideration of applicable design criteria. Using span dimension, roadway cover, and geotechnical input to provide crossing design drawings. Developing the layout of the structure to fit within the hydraulic constraints of creek. Development of 30% design drawings including a plan, elevation and section view of the structure (2 sheets) and elevation and section views of wingwalls (1 sheet). ■Determine structural quantities and prepare a 30% cost estimate for structural elements. Structural Design Assumptions ■Up to 3 structural alternatives will be considered. ■Potential structure alternatives include precast concrete box culvert, precast concrete or metal arch culverts, and a bridge structure. ■Structural design will conform to the latest editions of the AASHTO LRFD Bridge Design Specifications and WSDOT Bridge Design Manual ■Structural Bid items and quantities will be based on the WSDOT Standard Specifications for Road, Bridge and Municipal Construction. Structural Design Deliverables ■Structural TSL Study Report, appended to Design Alternatives Analysis Report prepared by GeoEngineers (Word Doc/PDF) ■30% Structural Quantities & Estimated Costs (Excel/PDF) ■30% Structural Design Drawings (PDF) Task 6.0 – Roadway and Utility Design This task will be completed by KPFF. Subtask 6.1 – Data Gathering & Design Alternatives ■Perform roadway reconnaissance, site visit, and review existing conditions to understand anticipated site constraints. ■Provide written and/or graphical summary of road design elements and site constraints, utility providers and potential right-of-way requirements. ■Review all available project information relating to the project including, but not limited to: As-built drawings, if available Survey base map Geotechnical information Critical Area Conditions memo Traffic data Existing utility information ■Prepare a roadway and utility basis of design listing relevant codes, and design criteria used for concept development. ■Provide roadway, utility and civil design on up to 3 alternatives feasible for the project and provide concept level design drawings for these alternatives. ■Develop planning level cost analysis for each alternative. ■Assist GeoEngineers with development of alternative selection criteria, ranking, and a recommended alternative. ■Provide roadway and utility design criteria narrative for inclusion in Design Alternatives Analysis Report. ■Assist GeoEngineers with presentation of findings to City for review and concurrence. Subtask 6.2 – Roadway, Utility and Maintenance of Traffic (MOT) Study This subtask includes preparation of a MOT Study in support of the Design Alternatives Analysis Report. ■Identify feasible MOT options for each structural alternative. ■Identify roadway and utility constraints associated with each stream alignment and structural alternative. ■Support structural engineer and hydraulic engineer with design alternatives selection process. Subtask 6.3 – 30% Roadway and Utility Design ■Develop 30% plans of the selected alternative. The 30% level design will contain the following anticipated sheet list: Cover Sheet including Vicinity Map and Drawing Index (1) – KPFF Legend and abbreviations (1) – KPFF Existing Site (1) – KPFF Right-of-Way Plan (1) – KPFF Site Preparation Plan (1) - KPFF Temporary Erosion and Sediment Control Plan (1) – KPFF Site Plan (1) Stream Plan and Profile - Existing (2 sheets) – GeoEngineers Stream Plan, Profile and Sections – Proposed (3 sheets) – GeoEngineers LWM Details – Proposed (1 sheet) – GeoEngineers Temporary Stream Bypass – Conceptual (1 sheet) - GeoEngineers Planting & Restoration Plans (1) – KPFF Roadway Plan and Profile (1) – KPFF Utility Plans (1) - KPFF Typical Roadway Section (1) – KPFF Maintenance of Traffic (1) – KPFF ■Prepare a 30-percent design level cost estimate for roadway, grading, landscaping, and temporary and final erosion control elements. ■Prepare a utility pothole plan for use by KPFF survey (see Task 2.2). ■Prepare a Draft 30% Level Stormwater Report. Roadway and Utility Design Assumptions ■Stormwater flow control and water quality BMP design and plans will not be required at 30%. It is assumed stormwater thresholds will not be triggered to require flow control or water quality BMP design. ■A stormwater report will document minimum requirements per City requirements and not include the design of any stormwater BMPs. The Draft stormwater report delivered during 30% design will be updated as a final report as part of a future design submittal (not included in this phase). ■The draft 30% design submittals will be subject to one round of review by the City. The 30% design submittals will be updated as part of the future design submittal (not included in this phase). ■Civil Bid items and quantities will be based on the WSDOT Standard Specifications for Road, Bridge and Municipal Construction. ■Submittal shall be electronic (PDF). CAD design files will be submitted at project completion (later phase of design). Roadway and Utility Design Deliverables ■MOT Study, appended to Design Alternatives Analysis Report ■Roadway and utility design criteria and considerations narrative and/or graphics; this information will be integrated into the Design Alternatives Analysis Report and/or Preliminary Hydraulic Design Report prepared by GeoEngineers. ■Utility Pothole Plan ■Draft 30% Design Stormwater Report. ■30% Design Drawings ■Respond to 30% Design Drawing comments ■30% Cost Estimate – civil, utility, MOT, roadway elements Task 7.0 – Environmental Permitting This task includes developing permit documentation, permit applications and supporting materials, as well as acting as authorized agent on behalf of the City to submit and apply for applicable permits for the project, including: Subtask 7.1 – Aquatic Areas Assessment ■Complete a field-based review and delineation of aquatic critical areas and other permitting considerations. Complete a desktop review of relevant City, state and/or federal regulatory code and guidance documents governing aquatic areas, critical areas and/or other sensitive areas that may affect permit requirements. Complete a desktop review of City, county, state and/or federal databases that may identify regulated aquatic areas (Waters of the United States [U.S.] and/or Waters of the State) subject to regulation under local, state or federal rules; identify applicable stream type and buffer requirements. Complete a field delineation of the Ordinary High Water Mark (OHWM) of Panther Creek and wetlands (if any) approximately 150 ft upstream and 150 ft downstream of the project culvert. OHWM flags will be placed along the stream channel delineating the regulated aquatic area from surrounding uplands and riparian buffers. These flags will be incorporated into the survey basemap for the project. Subtask 7.2 – Environmental Documentation ■Prepare an Aquatic Areas Assessment report, including discussion of the results of the OHWM and wetland delineation. ■Develop a Specific Project Information Form (SPIF) in support of programmatic Endangered Species Act consultation utilizing the Restoration Actions in Washington State programmatic Biological Assessment for submission with permit applications. ■Prepare a Cultural Resources Survey (CRS) Report for compliance with Section 106 of the National Historic Preservation Act. This survey and report will be subcontracted to a specialty provider. Subtask 7.3 – Permit Applications and Submittal ■Prepare a Joint Aquatic Resources Permit Application (JARPA) Form and associated drawings for use in submitting applications to the City, State (WDFW and/or Department of Ecology) and Federal (U.S. Army Corps of Engineers) permitting agencies for aquatic permits. ■JARPA Form and Drawings, Critical Areas Report, SPIF, and CRS Report will be submitted to the USACE to obtain a Nationwide Permit under their authority to administer Section 404 of the Clean Water Act. ■JARPA Form and Drawings, Critical Areas Report, Preliminary Hydraulic Design Report and 30% Design Drawing package will be submitted to WDFW for HPA review. ■Critical Areas Permit Application components will be provided to City for internal documentation and use. Subtask 7.4 – Design Coordination and Support ■Provide consultation to other members of the design team during design development addressing permit restrictions and requirements that may influence alternative designs or design details during advancement. ■Support landscape design including identifying appropriate native planting palette for restoration of construction impacts within the riparian buffer of Panther Creek. Environmental Permitting Assumptions ■Project can be characterized as restoration and habitat enhancement and is, therefore, not anticipated to have adverse effects on regulated critical areas or other protected species or habitats; habitat mitigation planning and design is not anticipated to be needed. ■The project will qualify for a Fish Enhancement HPA; therefore, SEPA compliance and other local permits, including site development and/or clearing and grading will be waived. ■Permit applications will be developed based on the 30% design submittal. ■GeoEngineers will act as authorized agent for federal and state permit authorizations, such as those required from the U.S. Army Corps of Engineers and Washington Department of Fish & Wildlife. ■GeoEngineers will provide supporting documentation for coordination with the local permit planning department; however, City will act as applicant and lead the internal application process for City-issued permits, if required. ■There is no state-owned aquatic land within the project footprint; an Aquatic Lands Lease will not be required from the Washington Department of Natural Resources. Environmental Permitting Deliverables ■Aquatic Areas Assessment Report ■SPIF ■Cultural Resources Survey (CRS) Report ■JARPA Application ■Copies of each electronic permit application submittal Attachments: Consultant Fee Estimate – GeoEngineers, Inc. Schedule of Charges – 2023 Standard Task DescriptionPrincipalAssociateSenior Sci/Engr 2Project Engr 2Project Sci 2Staff Engr 3Staff Engr 2Staff Sci 2Lead TechnicianSenior GIS AnalystCAD DesignerAdmin 3Admin 2Admin 1Total HoursTotal Labor Cost11.0Project Management1.1 General Management, Administration and Coordination 10 20 2060 110 $20,7501.2Meetings 141414 446 $12,7321.3 Agency and Tribe Coordination 10 8 10 1644 $11,3601.4 Funding Support 4 4 412 $3,3922.0Survey & Mapping2.1 Topographic/Boundary Survey (PLS) 2 2 610 $2,3762.2 Utility Locates0$02.3 Utility Pothole Survey0$03.0Hydraulic Design3.1 Data Gathering 8 40 40 40 10 4 142 $28,4903.2 Hydraulic Conceptual Design, Alignment Study, & Design Alternatives 2 20 60 20 60 40 8 210 $40,5303.3 30% Hydraulic Design 20 40 10 80 10 40 8 208 $38,4004.0Geotechnical Design4.1 Geotechnical Explorations 3 8 45 6 3 3 4 72 $13,7874.2 Preliminary Geotechnical Design Recommendations 5 15 626 $6,5984.3 30% Geotechnical Design Report 4 20 6 5 4 6 1 46 $9,9405.0Structural Design5.1 Data Gathering0$05.2 Crossing Structure TSL Study0$05.3 30% Structural Design0$06.0Roadway and Utility Design6.1 Data Gathering0$06.2 Roadway, Utility and MOT Study0$06.3 30% Roadway and Utility Design0$07.0Environmental Permitting7.1 Aquatic Areas Assessment 1 12 12 3 28 $5,7357.2 Environmental Documentation 4 12 30 2 48 $9,3467.3 Permit Applications and Submittal 4 16 24 30 4 78 $14,1267.4Design Coordination and Support 8 816 $4,54469 96 141 140 96 57 180 66 6 28 117 39 60 1 1096$305 $280 $263 $220 $215 $188 $165 $157 $138 $173 $147 $130 $114 $99$21,045 $26,880 $37,083 $30,800 $20,640 $10,716 $29,700 $10,362 $828 $4,844 $17,199 $5,070 $6,840 $99 $222,106Subconsultant/Subcontractor ExpensesKPFF$256,610Cultural Resources Consultants of Washington$7,000Markup on Subconsultant Costs (15%)$39,541Other Direct Costs (ODCs)Vehicle Mileage Rate: $0.65 Miles: 250$163Associated Project Costs (6%)$13,326Utility Locate for Geotechnical Borings$1,000Drilling & Traffic Control$17,000$334,640Management Reserve$20,000$576,746Total CostFully Burdened Hourly RateSubtotal Burdened Labor CostSubtotal Direct and Subconsultant ExpensesTotal HoursExhibit B-1Panther Creek at Talbot Rd Culvert Replacement Project (27-4232) Consultant Fee Estimate - GeoEngineers, Inc.Phase 1City of RentonApril 12, 2023 Task DescriptionStructural PrincipalStructural Project EngineerStructural Design EngineerStructural CADDCivil PrincipalCivil Project EngineerCivil Design EngineerCivil CADDCivil AdminSurvey Manager/PrincipalSenior Projects SurveyorProject SurveyorSurvey Crew ChiefSurvey Instrument PersonCADD TechUtility LocatorTotal HoursTotal Labor Cost11.0Project Management1.1 General Management, Administration and Coordination0$01.2 Meetings19 12 19 12 870 $11,8041.3 Agency and Tribe Coordination1.4 Funding Support8412 $2,2242.0Survey & Mapping2.1 Topographic/Boundary Survey (PLS)8 24 14 48 48 36 178 $21,2412.2 Utility Locates2 8 10 $1,2032.3 Utility Pothole Survey6 16 16 4 42 $4,4923.0Hydraulic Design3.1 Data Gathering0$03.2 Hydraulic Conceptual Design, Alignment Study, & Design Alternatives0$03.3 30% Hydraulic Design0$04.0Geotechnical Design4.1 Geotechnical Explorations0$04.2 Preliminary Geotechnical Design Recommendations0$04.3 30% Geotechnical Design Report0$05.0Structural Design5.1 Data Gathering0$05.2 Crossing Structure TSL Study8903040168 $29,9385.3 30% Structural Design10 50 100 60220 $35,9606.0Roadway and Utility Design6.1 Data Gatheringn & Design Alternatives8 90 158 56312 $50,8606.2 Roadway, Utility and MOT Study3205679 $12,8326.3 30% Roadway and Utility Design12 43 151 118324 $49,7147.0Environmental Permitting7.1 Aquatic Areas Assessment0$07.2 Environmental Documentation0$07.3Permit Applications and Submittal0$07.4Design Coordination and Support0$018 159 142 100 23 180 381 174 8 8 24 22 64 64 40 8 1415$216 $194 $145 $160 $216 $206 $144 $140 $92 $234 $159 $146 $114 $85 $111 $114$3,888 $30,846 $20,590 $16,000 $4,968 $37,080 $54,864 $24,360 $736 $1,875 $3,824 $3,218 $7,280 $5,408 $4,420 $910 $220,267Subconsultant/Subcontractor ExpensesApplied Proffesional Services (APS) - Utility Potholes (10 locations)$36,317Other Direct Costs (ODCs)Vehicle Mileage Rate: $0.65 Miles: 40$26$36,343$256,610Subtotal Direct and Subconsultant ExpensesTotal CostTotal HoursFully Burdened Hourly RateSubtotal Burdened Labor CostExhibit B-1 Subconsultant Fee Estimate - KPFFCity of RentonPanther Creek at Talbot Rd Culvert Replacement Project (27-4232)Phase 1April 12, 2023 ĞůŝǀĞƌĂďůĞͬ^ƚĂŐĞ ϲͲ:ƵŶϭϯͲ:ƵŶϮϬͲ:ƵŶϮϳͲ:ƵŶϰͲ:ƵůϭϭͲ:ƵůϭϴͲ:ƵůϮϱͲ:ƵůϭͲƵŐϴͲƵŐϭϱͲƵŐϮϮͲƵŐϮϵͲƵŐϱͲ^ĞƉϭϮͲ^ĞƉϭϵͲ^ĞƉϮϲͲ^ĞƉϯͲKĐƚϭϬͲKĐƚϭϳͲKĐƚϮϰͲKĐƚϯϭͲKĐƚϳͲEŽǀϭϰͲEŽǀϮϭͲEŽǀϮϴͲEŽǀϱͲĞĐϭϮͲĞĐϭϵͲĞĐϮϲͲĞĐϮͲ:ĂŶϵͲ:ĂŶϭϲͲ:ĂŶϮϯͲ:ĂŶϯϬͲ:ĂŶϲͲ&ĞďϭϯͲ&ĞďϮϬͲ&ĞďϮϳͲ&ĞďϱͲDĂƌWŚĂƐĞϭEŽƚŝĐĞƚŽWƌŽĐĞĞĚ dĂƐŬϭͲWƌŽũĞĐƚDĂŶĂŐĞŵĞŶƚ dĂƐŬϭ͘ϭͲ'ĞŶĞƌĂůDŐŵƚ͕ĚŵŝŶ͕ŽŽƌĚ dĂƐŬϭ͘ϮͲDĞĞƚŝŶŐƐ dĂƐŬϭ͘ϯͲŐĞŶĐǇĂŶĚdƌŝďĞŽŽƌĚŝŶĂƚŝŽŶ dĂƐŬϮͲ^ƵƌǀĞǇΘDĂƉƉŝŶŐ ^ƵƌǀĞǇĂƐĞŵĂƉ dĂƐŬϯͲ,ǇĚƌĂƵůŝĐĞƐŝŐŶ dĂƐŬϯ͘ϭͲĂƚĂ'ĂƚŚĞƌŝŶŐ dĂƐŬϯ͘ϮͲ,ǇĚƌĂƵůŝĐŽŶĐĞƉƚƵĂůĞƐŝŐŶͬůƚĞƌŶĂƚŝǀĞƐ ^ƵƌǀĞǇZĞƋƵĞƐƚ&ŝŐƵƌĞ ĞƐŝŐŶůƚĞƌŶĂƚŝǀĞƐŶĂůǇƐŝƐZĞƉŽƌƚ dĂƐŬϯ͘ϯͲϯϬйĞƐŝŐŶ WƌĞůŝŵŝŶĂƌǇ,ǇĚƌĂƵŝůŝĐĞƐŝŐŶƌĂǁŝŶŐƐĂŶĚZĞƉŽƌƚ dĂƐŬϰͲ'ĞŽƚĞĐŚŶŝĐĂůĞƐŝŐŶ dĂƐŬϰ͘ϭͲ'ĞŽƚĞĐŚŶŝĐĂůǆƉůŽƌĂƚŝŽŶƐ dĂƐŬϰ͘ϮͲWƌĞůŝŵŝŶĂƌǇ'ĞŽƚĞĐŚŶŝĐĂůĞƐŝŐŶ WƌĞůŝŵŝŶĂƌǇ'ĞŽƚĞĐŚŶŝĐĂůĞƐŝŐŶ>ĞƚƚĞƌ dĂƐŬϰ͘ϯͲϯϬй'ĞŽƚĞĐŚŶŝĐĂůĞƐŝŐŶZĞƉŽƌƚ ƌĂĨƚ'ĞŽƚĞĐŚŶŝĐĂůĞƐŝŐŶZĞƉŽƌƚ dĂƐŬϱͲ^ƚƌƵĐƚƵƌĂůĞƐŝŐŶ dĂƐŬϱ͘ϭͲĂƚĂ'ĂƚŚĞƌŝŶŐ dĂƐŬϱ͘ϮͲƌŽƐƐŝŶŐ^ƚƌƵĐƚƵƌĞd^>^ƚƵĚǇ d^>^ƚƵĚǇZĞƉŽƌƚ dĂƐŬϱ͘ϯͲϯϬй^ƚƌƵĐƚƵƌĂůĞƐŝŐŶ ϯϬй^ƚƌƵĐƚƵƌĂůĞƐŝŐŶƌĂǁŝŶŐƐĂŶĚŽƐƚƐƚŝŵĂƚĞ dĂƐŬϲͲZŽĂĚǁĂǇĂŶĚhƚŝůŝƚǇĞƐŝŐŶ dĂƐŬϲ͘ϭͲĂƚĂ'ĂƚŚĞƌŝŶŐΘĞƐŝŐŶůƚĞƌŶĂƚŝǀĞƐ dĂƐŬϲ͘ϮͲZŽĂĚǁĂǇ͕hƚŝůŝƚǇĂŶĚDKd^ƚƵĚǇ DKd^ƚƵĚǇĂŶĚůƚĞƌŶĂƚŝǀĞŶĂůǇƐŝƐEĂƌƌĂƚŝǀĞ dĂƐŬϲ͘ϯͲϯϬйZŽĂĚǁĂǇĂŶĚhƚŝůŝƚǇĞƐŝŐŶ hƚŝůŝƚǇWŽƚŚŽůĞWůĂŶ ϯϬйĞƐŝŐŶ^ƚŽƌŵǁĂƚĞƌZĞƉŽƌƚ ϯϬйZŽĂĚǁĂǇ͕^ƚŽƌŵǁĂƚĞƌ͕ƌŽƐŝŽŶŽŶƚƌŽůƌĂǁŝŶŐƐ dĂƐŬϳͲŶǀŝƌŽŶŵĞŶƚĂůWĞƌŵŝƚƚŝŶŐ dĂƐŬϳ͘ϭͲƋƵĂƚŝĐƌĞĂƐƐƐĞƐƐŵĞŶƚ dĂƐŬϳ͘ϮͲŶǀŝƌŽŶŵĞŶƚĂůŽĐƵŵĞŶƚĂƚŝŽŶ ƌĂĨƚƋƵĂƚŝĐƌĞĂƐƐƐĞƐƐŵĞŶƚZĞƉŽƌƚ ƌĂĨƚ:ZWƉƉůŝĐĂƚŝŽŶ ƌĂĨƚ^ƉĞĐŝĨĐWƌŽũĞĐƚ/ŶĨŽƌŵĂƚŝŽŶ&Žƌŵ;^Ϳ ƌĂĨƚƵůƚƵƌĂůZĞƐŽƵƌĐĞƐ^ƵƌǀĞǇZĞƉŽƌƚ dĂƐŬϳ͘ϯͲWĞƌŵŝƚƉƉůŝĐĂƚŝŽŶƐΘ^ƵďŵŝƚƚĂů h^WĞƌŵŝƚWĂĐŬĂŐĞ^ƵďŵŝƚƚĂů t&tWĞƌŵŝƚWĂĐŬĂŐĞ^ƵďŵŝƚƚĂů ŝƚǇŽĨZĞŶƚŽŶWĞƌŵŝƚŽŵƉŽŶĞŶƚƐ dĂƐŬϳ͘ϰͲĞƐŝŐŶŽŽƌĚŝŶĂƚŝŽŶĂŶĚ^ƵƉƉŽƌƚ WŚĂƐĞϮ^ĐŽƉŝŶŐ ǆŚŝďŝƚ WĂŶƚŚĞƌƌĞĞŬĂƚdĂůďŽƚZŽĂĚƵůǀĞƌƚZĞƉůĂĐĞŵĞŶƚWƌŽũĞĐƚ;ϮϳͲϰϮϯϮͿ WŚĂƐĞϭWƌĞůŝŵŝŶĂƌǇĞƐŝŐŶ^ĐŚĞĚƵůĞ