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Home My WebLink AboutContract 'ZDEd&KZEϮϰd,ΘEϭϲd,^dtdZD/E ZW>DEdΘ^/t><ͬhZZDW/DWZKsDEd^ d,/^'ZDEd͕ĚĂƚĞĚĨŽƌƌĞĨĞƌĞŶĐĞƉƵƌƉŽƐĞƐŽŶůǇĂƐDĂƌĐŚϭϳ͕ϮϬϮϲ͕ŝƐďǇĂŶĚďĞƚǁĞĞŶƚŚĞ ŝƚǇŽĨZĞŶƚŽŶ;ƚŚĞ͞ŝƚǇ͟Ϳ͕Ăt ĂƐŚŝŶŐƚŽŶŵƵŶŝĐŝƉĂůĐŽƌƉŽƌĂƚŝŽŶ͕ĂŶĚ<ŝŵůĞǇͲ,ŽƌŶĂŶĚƐƐŽĐŝĂƚĞƐ ;͞ŽŶƐƵůƚĂŶƚ͟Ϳ͕ĂtĂƐŚŝŶŐƚŽŶĐŽƌƉŽƌĂƚŝŽŶ͘dŚĞŝƚǇĂŶĚƚŚĞŽŶƐƵůƚĂŶƚĂƌĞƌĞĨĞƌƌĞĚƚŽĐŽůůĞĐƚŝǀĞůǇ ŝŶƚŚŝƐŐƌĞĞŵĞŶƚĂƐƚŚĞ͞WĂƌƚŝĞƐ͘͟KŶĐĞĨƵůůǇĞǆĞĐƵƚĞĚďǇƚŚĞWĂƌƚŝĞƐ͕ƚŚŝƐŐƌĞĞŵĞŶƚŝƐĞĨĨĞĐƚŝǀĞ ĂƐŽĨƚŚĞůĂƐƚĚĂƚĞƐŝŐŶĞĚďǇďŽƚŚƉĂƌƚŝĞƐ͘ ϭ͘^ĐŽƉĞŽĨtŽƌŬ͗ŽŶƐƵůƚĂŶƚĂŐƌĞĞƐƚŽƉƌŽǀŝĚĞĐŽŶƐƵůƚŝŶŐ͕ĚĞƐŝŐŶ͕ďŝĚĚŝŶŐĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶ ƐƵƉƉŽƌƚƐĞƌǀŝĐĞƐĂƐƐƉĞĐŝĨŝĞĚŝŶǆŚŝďŝƚ͕ǁŚŝĐŚŝƐĂƚƚĂĐŚĞĚĂŶĚŝŶĐŽƌƉŽƌĂƚĞĚŚĞƌĞŝŶĂŶĚ ŵĂǇŚĞƌĞŝŶĂĨƚĞƌďĞƌĞĨĞƌƌĞĚƚŽĂƐƚŚĞ͞tŽƌŬ͘͟ Ϯ͘ŚĂŶŐĞƐŝŶ^ĐŽƉĞŽĨtŽƌŬ͗dŚĞŝƚǇ͕ǁŝƚŚŽƵƚŝŶǀĂůŝĚĂƚŝŶŐƚŚŝƐŐƌĞĞŵĞŶƚ͕ŵĂǇŽƌĚĞƌ ĐŚĂŶŐĞƐƚŽƚŚĞtŽƌŬĐŽŶƐŝƐƚŝŶŐŽĨĂĚĚŝƚŝŽŶƐ͕ĚĞůĞƚŝŽŶƐŽƌŵŽĚŝĨ ŝĐĂƚŝŽŶƐ͘ŶǇƐƵĐŚĐŚĂŶŐĞƐ ƚŽƚŚĞtŽƌŬƐŚĂůůďĞŽƌĚĞƌĞĚďǇƚŚĞŝƚǇŝŶǁƌŝƚŝŶŐĂŶĚƚŚĞŽŵƉĞŶƐĂƚŝŽŶƐŚĂůůďĞ ĞƋƵŝƚĂďůǇĂĚũƵƐƚĞĚĐŽŶƐŝƐƚĞŶƚǁŝƚŚƚŚĞƌĂƚĞƐƐĞƚĨŽƌƚŚŝŶǆŚŝď ŝƚŽƌĂƐŽƚŚĞƌǁŝƐĞŵƵƚƵĂůůǇ ĂŐƌĞĞĚďǇƚŚĞWĂƌƚŝĞƐ͘ ϯ͘dŝŵĞ ŽĨ WĞƌĨŽƌŵĂŶĐĞ͗ ŽŶƐƵůƚĂŶƚ ƐŚĂůů ĐŽŵŵĞŶĐĞ ƉĞƌĨŽƌŵĂŶĐĞ ŽĨ ƚŚĞ ŐƌĞĞŵĞŶƚ ƉƵƌƐƵĂŶƚƚŽƚŚĞƐĐŚĞĚƵůĞ;ƐͿƐĞƚĨŽƌƚŚŝŶǆŚŝďŝƚ͘ůůtŽƌŬƐŚĂůůďĞƉĞƌĨŽƌŵĞĚďǇŶŽůĂƚĞƌ ƚŚĂŶĞĐĞŵďĞƌϯϭ͕ϮϬϮϳ͘ ϰ͘ŽŵƉĞŶƐĂƚŝŽŶ͗ ͘ ŵŽƵŶƚ͘ dŽƚĂů ĐŽŵƉĞŶƐĂƚŝŽŶ ƚŽŽŶƐƵůƚĂŶƚ ĨŽƌ tŽƌŬ ƉƌŽǀŝĚĞĚ ƉƵƌƐƵĂŶƚ ƚŽ ƚŚŝƐ ŐƌĞĞŵĞŶƚƐŚĂůůŶŽƚĞǆĐĞĞĚΨϰϳϳ͕ϲϬϬ͘ϬϬ͕ƉůƵƐĂŶǇĂƉƉůŝĐĂďůĞƐƚĂƚĞĂŶĚůŽĐĂůƐĂůĞƐ ƚĂǆĞƐ͘ŽŵƉĞŶƐĂƚŝŽŶƐŚĂůůďĞƉĂŝĚďĂƐĞĚƵƉŽŶtŽƌŬĂĐƚƵĂůůǇƉĞƌĨŽƌŵĞĚĂĐĐŽƌĚŝŶŐƚŽ ƚŚĞƌĂƚĞ;ƐͿŽƌĂŵŽƵŶƚƐƐƉĞĐŝĨŝĞĚŝŶǆŚŝďŝƚ͘dŚĞŽŶƐƵůƚĂŶƚĂŐƌĞĞƐƚŚĂƚĂŶǇŚŽƵƌůǇŽƌ ĨůĂƚƌĂƚĞĐŚĂƌŐĞĚďǇŝƚĨŽƌŝƚƐtŽƌŬƐŚĂůůƌĞŵĂŝŶůŽĐŬĞĚĂƚƚŚĞŶĞŐŽƚŝĂƚĞĚƌĂƚĞ;ƐͿƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞĂŐƌĞĞĚƚŽŝŶǁƌŝƚŝŶŐŽƌƉƌŽǀŝĚĞĚŝŶǆŚŝďŝƚ͘ǆĐĞƉƚĂƐƐƉĞĐŝĨŝĐĂůůǇƉƌŽǀŝĚĞĚ ŚĞƌĞŝŶ͕ƚŚĞŽŶƐƵůƚĂŶƚƐŚĂůůďĞƐŽůĞůǇƌĞƐƉŽŶƐŝďůĞĨŽƌƉĂǇŵĞŶƚŽĨĂŶǇƚĂǆĞƐŝŵƉŽƐĞĚ ĂƐĂƌĞƐƵůƚŽĨƚŚĞƉĞƌĨŽƌŵĂŶĐĞĂŶĚƉĂǇŵĞŶƚŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘ ͘ DĞƚŚŽĚŽĨWĂǇŵĞŶƚ͘KŶĂŵŽŶƚŚůǇŽƌŶŽůĞƐƐƚŚĂŶƋƵĂƌƚĞƌůǇďĂƐŝƐĚƵƌŝŶŐĂŶǇƋƵĂƌƚĞƌ ŝŶǁŚŝĐŚtŽƌŬŝƐƉĞƌĨŽƌŵĞĚ͕ƚŚĞŽŶƐƵůƚĂŶƚƐŚĂůůƐƵďŵŝƚĂǀŽƵĐŚĞƌŽƌŝŶǀŽŝĐĞŝŶĂĨŽƌŵ ƐƉĞĐŝĨŝĞĚďǇƚŚĞŝƚǇ͕ŝŶĐůƵĚŝŶŐĂĚĞƐĐƌŝƉƚŝŽŶŽĨǁŚĂƚtŽƌŬŚĂƐďĞĞŶƉĞƌĨŽƌŵĞĚ͕ƚŚĞ ŶĂŵĞŽĨƚŚĞƉĞƌƐŽŶŶĞůƉĞƌĨŽƌŵŝŶŐƐƵĐŚtŽƌŬ͕ĂŶĚĂŶǇŚŽƵƌůǇůĂďŽƌĐŚĂƌŐĞƌĂƚĞĨŽƌ CAG-26-083 W'ϮK&ϭϬ ƐƵĐŚƉĞƌƐŽŶŶĞů͘dŚĞŽŶƐƵůƚĂŶƚƐŚĂůůĂůƐŽƐƵďŵŝƚĂĨŝŶĂůďŝůůƵƉŽŶĐŽŵƉůĞƚŝŽŶŽĨĂůů tŽƌŬ͘WĂǇŵĞŶƚƐŚĂůůďĞŵĂĚĞďǇƚŚĞŝƚǇĨŽƌtŽƌŬƉĞƌĨŽƌŵĞĚǁŝƚŚŝŶƚŚŝƌƚǇ;ϯϬͿ ĐĂůĞŶĚĂƌĚĂǇƐĂĨƚĞƌƌĞĐĞŝƉƚĂŶĚĂƉƉƌŽǀĂůďǇƚŚĞĂƉƉƌŽƉƌŝĂƚĞŝƚǇƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨƚŚĞ ǀŽƵĐŚĞƌŽƌŝŶǀŽŝĐĞ͘/ĨƚŚĞŽŶƐƵůƚĂŶƚ͛ƐƉĞƌĨŽƌŵĂŶĐĞĚŽĞƐŶŽƚŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐ ŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͕ƚŚĞŽŶƐƵůƚĂŶƚǁŝůůĐŽƌƌĞĐƚŽƌŵŽĚŝĨǇŝƚƐƉĞƌĨŽƌŵĂŶĐĞƚŽĐŽŵƉůǇ ǁŝƚŚƚŚĞŐƌĞĞŵĞŶƚ͘dŚĞŝƚǇŵĂǇǁŝƚŚŚŽůĚƉĂǇŵĞŶƚĨŽƌǁŽƌŬƚŚĂƚ ĚŽĞƐŶŽƚŵĞĞƚƚŚĞ ƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘ ͘ ĨĨĞĐƚŽĨWĂǇŵĞŶƚ͘WĂǇŵĞŶƚĨŽƌĂŶǇƉĂƌƚŽĨƚŚĞtŽƌŬƐŚĂůůŶŽƚĐŽŶƐƚŝƚƵƚĞĂǁĂŝǀĞƌďǇ ƚŚĞŝƚǇŽĨĂŶǇƌĞŵĞĚŝĞƐŝƚŵĂǇŚĂǀĞĂŐĂŝŶƐƚƚŚĞŽŶƐƵůƚĂŶƚĨŽƌĨĂŝůƵƌĞŽĨƚŚĞ ŽŶƐƵůƚĂŶƚ ƚŽ ƉĞƌĨŽƌŵ ƚŚĞ tŽƌŬ Žƌ ĨŽƌ ĂŶǇ ďƌĞĂĐŚ ŽĨ ƚŚŝƐ ŐƌĞĞŵĞŶƚ ďǇ ƚŚĞ ŽŶƐƵůƚĂŶƚ͘ ͘ EŽŶͲƉƉƌŽƉƌŝĂƚŝŽŶŽĨ&ƵŶĚƐ͘/ĨƐƵĨĨŝĐŝĞŶƚĨƵŶĚƐĂƌĞŶŽƚĂƉƉƌŽƉƌŝĂƚĞĚŽƌĂůůŽĐĂƚĞĚĨŽƌ ƉĂǇŵĞŶƚƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚĨŽƌĂŶǇĨƵƚƵƌĞĨŝƐĐĂůƉĞƌŝŽĚ͕ƚŚĞŝƚǇƐŚĂůůŶŽƚďĞ ŽďůŝŐĂƚĞĚƚŽŵĂŬĞƉĂǇŵĞŶƚƐĨŽƌtŽƌŬŽƌĂŵŽƵŶƚƐŝŶĐƵƌƌĞĚĂĨƚĞƌƚŚĞĞŶĚŽĨƚŚĞ ĐƵƌƌĞŶƚĨŝƐĐĂůƉĞƌŝŽĚ͕ĂŶĚƚŚŝƐŐƌĞĞŵĞŶƚǁŝůůƚĞƌŵŝŶĂƚĞƵƉŽŶƚŚĞĐŽŵƉůĞƚŝŽŶŽĨĂůů 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͘ŽŵŵĞƌĐŝĂůƵƚŽŵŽďŝůĞ>ŝĂďŝůŝƚǇĨŽƌŽǁŶĞĚ͕ůĞĂƐĞĚ͕ŚŝƌĞĚŽƌŶŽŶͲŽǁŶĞĚ͕ůĞĂƐĞĚ͕ŚŝƌĞĚ ŽƌŶŽŶͲŽǁŶĞĚ͕ǁŝƚŚŵŝŶŝŵƵŵůŝŵŝƚƐŽĨΨϭ͕ϬϬϬ͕ϬϬϬƉĞƌŽĐĐƵƌƌĞŶĐĞĐŽŵďŝŶĞĚƐŝŶŐůĞ W'ϲK&ϭϬ ůŝŵŝƚ͕ŝĨƚŚĞƌĞǁŝůůďĞĂŶǇƵƐĞŽĨŽŶƐƵůƚĂŶƚ͛ƐǀĞŚŝĐůĞƐŽŶƚŚĞŝƚǇ͛ƐWƌĞŵŝƐĞƐďǇŽƌŽŶ ďĞŚĂůĨŽĨƚŚĞŝƚǇ͕ďĞǇŽŶĚŶŽƌŵĂůĐŽŵŵƵƚĞƐ͘ ͘ŽŶƐƵůƚĂŶƚƐŚĂůůŶĂŵĞƚŚĞŝƚǇĂƐĂŶĚĚŝƚŝŽŶĂů/ŶƐƵƌĞĚŽŶŝƚƐĐŽŵŵĞƌĐŝĂůŐĞŶĞƌĂů ůŝĂďŝůŝƚǇƉŽůŝĐǇŽŶĂŶŽŶͲĐŽŶƚƌŝďƵƚŽƌǇƉƌŝŵĂƌǇďĂƐŝƐ͘dŚĞŝƚǇ͛ƐŝŶƐƵƌĂŶĐĞƉŽůŝĐŝĞƐƐŚĂůů ŶŽƚďĞĂƐŽƵƌĐĞĨŽƌƉĂǇŵĞŶƚŽĨĂŶǇŽŶƐƵůƚĂŶƚůŝĂďŝůŝƚǇ͕ŶŽƌƐŚĂůůƚŚĞŵĂŝŶƚĞŶĂŶĐĞŽĨ ĂŶǇ ŝŶƐƵƌĂŶĐĞ ƌĞƋƵŝƌĞĚ ďǇ ƚŚŝƐ ŐƌĞĞŵĞŶƚ ďĞ ĐŽŶƐƚƌƵĞĚ ƚŽ ůŝŵŝƚƚŚĞ ůŝĂďŝůŝƚǇ ŽĨ ŽŶƐƵůƚĂŶƚƚŽƚŚĞĐŽǀĞƌĂŐĞƉƌŽǀŝĚĞĚďǇƐƵĐŚŝŶƐƵƌĂŶĐĞŽƌŽƚŚĞƌǁŝƐĞůŝŵŝƚƚŚĞŝƚǇ͛Ɛ ƌĞĐŽƵƌƐĞƚŽĂŶǇƌĞŵĞĚǇĂǀĂŝůĂďůĞĂƚůĂǁŽƌŝŶĞƋƵŝƚǇ͘ &͘^ƵďũĞĐƚƚŽƚŚĞŝƚǇ͛ƐƌĞǀŝĞǁĂŶĚĂĐĐĞƉƚĂŶĐĞ͕ĂĐĞƌƚŝĨŝĐĂƚĞŽĨŝŶƐƵƌĂŶĐĞƐŚŽǁŝŶŐƚŚĞ ƉƌŽƉĞƌĞŶĚŽƌƐĞŵĞŶƚƐ͕ƐŚĂůůďĞĚĞůŝǀĞƌĞĚƚŽƚŚĞŝƚǇďĞĨŽƌĞƉĞƌĨŽƌŵŝŶŐƚŚĞtŽƌŬ͘ '͘ŽŶƐƵůƚĂŶƚƐŚĂůůƉƌŽǀŝĚĞƚŚĞŝƚǇǁŝƚŚǁƌŝƚƚĞŶŶŽƚŝĐĞŽĨĂŶǇƉŽůŝĐǇĐĂŶĐĞůůĂƚŝŽŶ͕ǁŝƚŚŝŶ ƚǁŽ;ϮͿďƵƐŝŶĞƐƐĚĂǇƐŽĨƚŚĞŝƌƌĞĐĞŝƉƚŽĨƐƵĐŚŶŽƚŝĐĞ͘ ϭϰ͘ĞůĂǇƐ͗ ŽŶƐƵůƚĂŶƚ ŝƐ ŶŽƚ ƌĞƐƉŽŶƐŝďůĞ ĨŽƌ ĚĞůĂǇƐ ĐĂƵƐĞĚ ďǇ ĨĂĐƚŽƌƐ ďĞǇŽŶĚ ƚŚĞ ŽŶƐƵůƚĂŶƚ͛ƐƌĞĂƐŽŶĂďůĞĐŽŶƚƌŽů͘tŚĞŶƐƵĐŚĚĞůĂǇƐďĞǇŽŶĚƚŚĞŽŶƐƵůƚĂŶƚ͛ƐƌĞĂƐŽŶĂďůĞ ĐŽŶƚƌŽůŽĐĐƵƌ͕ƚŚĞŝƚǇĂŐƌĞĞƐƚŚĞŽŶƐƵůƚĂŶƚŝƐŶŽƚƌĞƐƉŽŶƐŝďů ĞĨŽƌĚĂŵĂŐĞƐ͕ŶŽƌƐŚĂůůƚŚĞ ŽŶƐƵůƚĂŶƚďĞĚĞĞŵĞĚƚŽďĞŝŶĚĞĨĂƵůƚŽĨƚŚĞŐƌĞĞŵĞŶƚ͘ ϭϱ͘^ƵĐĐĞƐƐŽƌƐĂŶĚƐƐŝŐŶƐ͗EĞŝƚŚĞƌƚŚĞŝƚǇŶŽƌƚŚĞŽŶƐƵůƚĂŶƚƐŚĂůůĂƐƐŝŐŶ͕ƚƌĂŶƐĨĞƌŽƌ ĞŶĐƵŵďĞƌĂŶǇƌŝŐŚƚƐ͕ĚƵƚŝĞƐŽƌŝŶƚĞƌĞƐƚƐĂĐĐƌƵŝŶŐĨƌŽŵƚŚŝƐŐƌĞĞŵĞŶƚ ǁŝƚŚŽƵƚ ƚŚĞ ǁƌŝƚƚĞŶĐŽŶƐĞŶƚŽĨƚŚĞŽƚŚĞƌ͘ ϭϲ͘EŽƚŝĐĞƐ͗ŶǇŶŽƚŝĐĞƌĞƋƵŝƌĞĚƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚǁŝůůďĞŝŶǁƌŝƚŝŶŐ͕ĂĚĚƌĞƐƐĞĚƚŽƚŚĞ ĂƉƉƌŽƉƌŝĂƚĞƉĂƌƚǇĂƚƚŚĞĂĚĚƌĞƐƐǁŚŝĐŚĂƉƉĞĂƌƐďĞůŽǁ;ĂƐŵŽĚŝĨŝĞĚŝŶǁƌŝƚŝŶŐĨƌŽŵƚŝŵĞ ƚŽƚŝŵĞďǇƐƵĐŚƉĂƌƚǇͿ͕ĂŶĚŐŝǀĞŶƉĞƌƐŽŶĂůůǇ͕ďǇƌĞŐŝƐƚĞƌĞĚŽƌĐĞƌƚŝĨŝĞĚŵĂŝů͕ƌĞƚƵƌŶƌĞĐĞŝƉƚ ƌĞƋƵĞƐƚĞĚ͕ďǇĨĂĐƐŝŵŝůĞŽƌďǇŶĂƚ ŝŽŶĂůůǇƌĞĐŽŐŶŝǌĞĚŽǀĞƌŶŝŐŚƚĐŽƵƌŝĞƌƐĞƌǀŝĐĞ͘dŝŵĞƉĞƌŝŽĚ ĨŽƌŶŽƚŝĐĞƐƐŚĂůůďĞĚĞĞŵĞĚƚŽŚĂǀĞĐŽŵŵĞŶĐĞĚƵƉŽŶƚŚĞĚĂƚĞŽĨƌĞĐĞŝƉƚ͕yWd ĨĂĐƐŝŵŝůĞĚĞůŝǀĞƌǇǁŝůůďĞĚĞĞŵĞĚƚŽŚĂǀĞĐŽŵŵĞŶĐĞĚŽŶƚŚĞĨŝƌƐƚďƵƐŝŶĞƐƐĚĂǇĨŽůůŽǁŝŶŐ ƚƌĂŶƐŵŝƐƐŝŽŶ͘ ŵĂŝů ĂŶĚ ƚĞůĞƉŚŽŶĞ ŵĂǇ ďĞ ƵƐĞĚ ĨŽƌ ƉƵƌƉŽƐĞƐ ŽĨ ĂĚŵŝŶŝƐƚĞƌŝŶŐ ƚŚĞ ŐƌĞĞŵĞŶƚ͕ďƵƚƐŚŽƵůĚŶŽƚďĞƵƐĞĚƚŽŐŝǀĞĂŶǇĨŽƌŵĂůŶŽƚŝĐĞƌĞƋƵŝƌĞĚďǇƚŚĞŐƌĞĞŵĞŶƚ͘ /dzK&ZEdKE :ŽŶĂƚŚĂŶŚĂǀĞǌ͕W ϭϬϱϱ^ŽƵƚŚ'ƌĂĚǇtĂǇ ZĞŶƚŽŶ͕tϵϴϬϱϳ WŚŽŶĞ͗;ϰϮϱͿϰϯϬͲϳϮϬϴ ũĐŚĂǀĞǌΛƌĞŶƚŽŶǁĂ͘ŐŽǀ &Ăǆ͗;ϰϮϱͿϰϯϬͲϳϮϰϭ KE^h>dEd ^ĂƌĂdĂŶŶĂŚŝůů͕W &ROE\$YHQXH6XLWH (YHUHWW:$ WŚŽŶĞ͗;ϮϬϲͿϵϳϬͲϭϵϬϯ ƐĂƌĂ͘ƚĂŶŶĂŚŝůůΛŬŝŵůĞǇͲŚŽƌŶ͘ĐŽŵ W'ϳK&ϭϬ 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 ͘ŽŶƐƵůƚĂŶƚǁŝůůŶŽƚďĞƌĞŝŵďƵƌƐĞĚĨŽƌũŽďƌĞůĂƚĞĚĞǆƉĞŶƐĞƐĞǆĐĞƉƚƚŽƚŚĞĞǆƚĞŶƚ ƐƉĞĐŝĨŝĐĂůůǇĂŐƌĞĞĚǁŝƚŚŝŶƚŚĞĂƚƚĂĐŚĞĚĞǆŚŝďŝƚƐ͘ ͘ŽŶƐƵůƚĂŶƚƐŚĂůůĨƵƌŶŝƐŚĂůůƚŽŽůƐĂŶĚͬŽƌŵĂƚĞƌŝĂůƐŶĞĐĞƐƐĂƌǇƚŽƉĞƌĨŽƌŵƚŚĞtŽƌŬ ĞǆĐĞƉƚƚŽƚŚĞĞǆƚĞŶƚƐƉĞĐŝĨŝĐĂůůǇĂŐƌĞĞĚǁŝƚŚŝŶƚŚĞĂƚƚĂĐŚĞĚĞǆŚŝďŝƚƐ͘ ͘/ŶƚŚĞĞǀĞŶƚƐƉĞĐŝĂůƚƌĂŝŶŝŶŐ͕ůŝĐĞŶƐŝŶŐ͕ŽƌĐĞƌƚŝĨŝĐĂƚŝŽŶŝƐƌĞƋƵŝƌĞĚĨŽƌŽŶƐƵůƚĂŶƚƚŽ ƉƌŽǀŝĚĞtŽƌŬŚĞͬƐŚĞǁŝůůĂĐƋƵŝƌĞŽƌŵĂŝŶƚĂŝŶƐƵĐŚĂƚŚŝƐͬŚĞƌŽǁŶĞǆƉĞŶƐĞĂŶĚ͕ŝĨ W'ϴK&ϭϬ ŽŶƐƵůƚĂŶƚĞŵƉůŽǇƐ͕ƐƵďͲĐŽŶƚƌĂĐƚƐ͕ŽƌŽƚŚĞƌǁŝƐĞĂƐƐŝŐŶƐƚŚĞƌĞƐƉŽŶƐŝďŝůŝƚǇƚŽƉĞƌĨŽƌŵ ƚŚĞtŽƌŬ͕ƐĂŝĚĞŵƉůŽǇĞĞͬƐƵďͲĐŽŶƚƌĂĐƚŽƌͬĂƐƐŝŐŶĞĞǁŝůůĂĐƋƵŝƌĞĂŶĚŽƌŵĂŝŶƚĂŝŶƐƵĐŚ ƚƌĂŝŶŝŶŐ͕ůŝĐĞŶƐŝŶŐ͕ŽƌĐĞƌƚŝĨŝĐĂƚŝŽŶ͘ ͘dŚŝƐŝƐĂŶŽŶͲĞǆĐůƵƐŝǀĞĂŐƌĞĞŵĞŶƚĂŶĚŽŶƐƵůƚĂŶƚŝƐĨƌĞĞƚŽƉƌŽǀŝĚĞŚŝƐͬŚĞƌtŽƌŬƚŽ ŽƚŚĞƌĞŶƚŝƚŝĞƐ͕ƐŽůŽŶŐĂƐƚŚĞƌĞŝƐŶŽŝŶƚĞƌƌƵƉƚŝŽŶŽƌŝŶƚĞƌĨĞƌĞŶĐĞǁŝƚŚƚŚĞƉƌŽǀŝƐŝŽŶŽĨ tŽƌŬĐĂůůĞĚĨŽƌŝŶƚŚŝƐŐƌĞĞŵĞŶƚ͘ &͘ŽŶƐƵůƚĂŶƚŝƐƌĞƐƉŽŶƐŝďůĞĨŽƌŚŝƐͬŚĞƌŽǁŶŝŶƐƵƌĂŶĐĞ͕ŝŶĐůƵĚŝŶŐ͕ďƵƚŶŽƚůŝŵŝƚĞĚƚŽ ŚĞĂůƚŚŝŶƐƵƌĂŶĐĞ͘ '͘ŽŶƐƵůƚĂŶƚŝƐƌĞƐƉŽŶƐŝďůĞĨŽƌŚŝƐͬŚĞƌŽǁŶtŽƌŬĞƌ͛ƐŽŵƉĞŶƐĂƚŝŽŶĐŽǀĞƌĂŐĞĂƐǁĞůůĂƐ ƚŚĂƚĨŽƌĂŶǇƉĞƌƐŽŶƐĞŵƉůŽǇĞĚďǇƚŚĞŽŶƐƵůƚĂŶƚ͘ ϭϵ͘KƚŚĞƌWƌŽǀŝƐŝŽŶƐ͗ ͘ƉƉƌŽǀĂůƵƚŚŽƌŝƚǇ͘ĂĐŚŝŶĚŝǀŝĚƵĂůĞǆĞĐƵƚŝŶŐƚŚŝƐŐƌĞĞŵĞŶƚŽŶďĞŚĂůĨŽĨƚŚĞŝƚǇ ĂŶĚŽŶƐƵůƚĂŶƚƌĞƉƌĞƐĞŶƚƐĂŶĚǁĂƌƌĂŶƚƐƚŚĂƚƐƵĐŚŝŶĚŝǀŝĚƵĂůƐĂƌĞĚƵůǇĂƵƚŚŽƌŝǌĞĚƚŽ ĞǆĞĐƵƚĞĂŶĚĚĞůŝǀĞƌƚŚŝƐŐƌĞĞŵĞŶƚŽŶďĞŚĂůĨŽĨƚŚĞŝƚǇŽƌŽŶƐƵůƚĂŶƚ͘ ͘'ĞŶĞƌĂůĚŵŝŶŝƐƚƌĂƚŝŽŶĂŶĚDĂŶĂŐĞŵĞŶƚ͘dŚĞŝƚǇ͛ƐƉƌŽũĞĐƚŵĂŶĂŐĞƌŝƐ:ŽŶĂƚŚĂŶ ŚĂǀĞǌ͕W͘/ŶƉƌŽǀŝĚŝŶŐtŽƌŬ͕ŽŶƐƵůƚĂŶƚƐŚĂůůĐŽŽƌĚŝŶĂƚĞǁŝƚŚƚŚĞŝƚǇ͛ƐĐŽŶƚƌĂĐƚ ŵĂŶĂŐĞƌŽƌŚŝƐͬŚĞƌĚĞƐŝŐŶĞĞ͘ ͘ŵĞŶĚŵĞŶƚ ĂŶĚ DŽĚŝĨŝĐĂƚŝŽŶ͘ dŚŝƐ ŐƌĞĞŵĞŶƚ ŵĂǇ ďĞ ĂŵĞŶĚĞĚ ŽŶůǇďǇ ĂŶ ŝŶƐƚƌƵŵĞŶƚŝŶǁƌŝƚŝŶŐ͕ĚƵůǇĞǆĞĐƵƚĞĚďǇďŽƚŚWĂƌƚŝĞƐ͘ ͘ŽŶĨůŝĐƚƐ͘/ŶƚŚĞĞǀĞŶƚŽĨĂŶǇŝŶĐŽŶƐŝƐƚĞŶĐŝĞƐďĞƚǁĞĞŶŽŶƐƵůƚĂŶƚƉƌŽƉŽƐĂůƐĂŶĚƚŚŝƐ ŐƌĞĞŵĞŶƚ͕ƚŚĞƚĞƌŵƐŽĨƚŚŝƐŐƌĞĞŵĞŶƚƐŚĂůůƉƌĞǀĂŝů͘ŶǇĞǆŚŝďŝƚƐͬĂƚƚĂĐŚŵĞŶƚƐƚŽ ƚŚŝƐŐƌĞĞŵĞŶƚĂƌĞŝŶĐŽƌƉŽƌĂƚĞĚďǇƌĞĨĞƌĞŶĐĞŽŶůǇƚŽƚŚĞĞǆƚĞŶƚŽĨƚŚĞƉƵƌƉŽƐĞĨŽƌ ǁŚŝĐŚ ƚŚĞǇ ĂƌĞ ƌĞĨĞƌĞŶĐĞĚ ǁŝƚŚŝŶ ƚŚŝƐ ŐƌĞĞŵĞŶƚ͘ dŽ ƚŚĞ ĞǆƚĞŶƚĂ ŽŶƐƵůƚĂŶƚ ƉƌĞƉĂƌĞĚĞǆŚŝďŝƚĐŽŶĨůŝĐƚƐǁŝƚŚƚŚĞƚĞƌŵƐŝŶƚŚĞďŽĚǇŽĨƚŚŝƐŐƌĞĞŵĞŶƚŽƌĐŽŶƚĂŝŶƐ ƚĞƌŵƐƚŚĂƚĂƌĞĞǆƚƌĂŶĞŽƵƐƚŽƚŚĞƉƵƌƉŽƐĞĨŽƌǁŚŝĐŚŝƚŝƐƌĞĨĞƌĞŶĐĞĚ͕ƚŚĞƚĞƌŵƐŝŶƚŚĞ ďŽĚǇ ŽĨ ƚŚŝƐ ŐƌĞĞŵĞŶƚ ƐŚĂůů ƉƌĞǀĂŝů ĂŶĚ 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ƌŵŽŶĚŽWĂǀŽŶĞ DĂǇŽƌ ĞĂŶŶĂDĂƌƚŝŶ͕W <ŝŵůĞǇ,ŽƌŶͲWƌŝŶĐŝƉĂůŶŐŝŶĞĞƌ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ĂƚĞ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ĂƚĞ ƚƚĞƐƚ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ :ĂƐŽŶ͘^ĞƚŚ ŝƚǇůĞƌŬ ƉƉƌŽǀĞĚĂƐƚŽ>ĞŐĂů&Žƌŵ Ǉ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ Cheryl L. Beyer Sr. Assistant City Attorney ŽŶƚƌĂĐƚdĞŵƉůĂƚĞhƉĚĂƚĞĚϱͬϮϭͬϮϬϮϭ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ĞĂŶŶĂ DĂƌƌƚƚƚƚƚƚƚƚƚƚƚƚƚŝŶ WBradly J Lincoln, PE Kimley-Horn - Associate March 23, 2026 Bradly J Lincoln, PE Kimley-Horn - Associate March 23, 20263/25/2026 Approved by Cheryl Beyer via email 2/20/2026 Page 1 SCOPE OF SERVICES City of Renton NE 24th and 16th St Asbestos-Cement (AC) Water Main Replacement February 2026 BACKGROUND Based on discussions with City of Renton staff (City), Kimley-Horn and Associates, Inc (Kimley-Horn) will provide engineering design and construction support services associated with the NE 24th and 16th St Asbestos-Cement (AC) Water Main Replacement Project. The project will include the design for replacement of approximately 3,250 linear feet of existing 8- and 12-inch diameter asbestos- cement water main on NE 24th Street (between Jones Avenue NE and Edmonds Avenue NE) and NE 16th Street (between Edmonds Avenue NE and Harrington Avenue with 12-inch diameter ductile iron (DI) water main. Refer to Figures 1 through 3 for site maps and project limits. In conjunction with the water main replacement, the project also includes:  Full street 2-inch grind and overlay within the project limits along NE 24th Street and NE 16th Street;  Design of a new 500 liner foot, 5-foot-wide sidewalk on the north side of NE 24th Street, between Aberdeen Avenue NE and Camas Avenue NE;  Design of five (5) new curb bulb-outs along NE 24th Street at the intersections with Aberdeen Avenue NE and Blaine Avenue NE;  Design of five (5) curb ramps that meet ADA and Public Right-of-Way Accessibility Guidelines (PROWAG) requirements;  Design of impacted catch basins and storm pipes as required by the new curb installation; and  Design of four (4) streetlights in front of Kennydale Lions Park along the north side of NE 24th Street. SCOPE OF SERVICES The scope of services consists of the following tasks:  Task 100 – Project Management and Coordination  Task 200 – Data Collection and Review  Task 300 – Preliminary (30%) Design Services  Task 310 – 60% Design Services  Task 320 – Final Design Services  Task 400 – Drainage Report  Task 500 – Bidding Support Services  Task 510 – Construction Phase Services  Task 600 – Subconsultant Services o Task 601 – Survey Services (DHA) o Task 602 – Potholing and Utility Locating Services (APS) o Task 603 – Infiltration Study Services (GeoEngineers)  Task 700 – Management Reserve EXHIBIT A Page 2 Based on discussions with the City, our effort will include the following tasks: TASK 100 – Project Management and Coordination Kimley-Horn will provide project management throughout the project duration, which includes:  Conduct one (1) Kick-Off Meeting with the City to be held over MSTeams and issue meeting summary.  Coordinate with the City’s Project Manager, including bi-weekly check-ins via MSTeams or phone calls, and up to three (3) design review meetings with the City including issuing meeting summaries.  Prepare up to 10 monthly invoices and progress summary.  Internal coordination including management of staffing schedule, and budget.  Coordination with subconsultants to progress tasks identified in this scope of work. Deliverables:  Meeting agendas and meeting summary (Kick-off and design review meetings).  Monthly invoices and progress summaries.  Baseline project schedule and schedule updates, as necessary. Task Assumptions:  City staff will attend and provide input at project Kick-off Meeting and design review meetings.  Project Kick-off Meeting is anticipated to be two (2) hours in duration, held virtually via MSTeams, and attended by up to three (3) Kimley-Horn staff.  The 30%, 60%, and 90% Design Review Meetings are anticipated to be two (2) hours in duration, held virtually via MSTeams, and attended by up to two (2) Kimley-Horn staff.  Meeting summaries will include a summary of the key decisions and action items and will be sent out via email.  Bi-weekly check-in meetings are anticipated to be 30 minutes in duration, attended by up to two (2) Kimley-Horn staff, held virtually via MSTeams.  Project duration is assumed to be 10 months from date of Notice to Proceed TASK 200 – Data Collection and Review The effort related to this task is to collect and review data received from the City and franchise utilities. Data collection and review will include the following:  Prepare Request for Information (RFI) for needed project background information from the City that is not readily available on the City’s GIS.  Review background information: o GIS Records within project areas o As-Builts on City of Renton utilities within project areas o Previous environmental studies and geotechnical reports  Contact franchise utility companies for cable, power, fiberoptic records if applicable Deliverables:  Request for Information (RFI). Page 3 TASK 300 – Preliminary (30%) Design Services Kimley-Horn will prepare and submit for the City’s review Preliminary Design documents. Services under this task will include the following:  Site visit to review topographic survey against field conditions, anticipated to be one (1) day by up to two (2) Kimley-Horn staff.  Prepare Preliminary (30%) Design Plans for water main upgrades. It is anticipated the Preliminary Plan Set will contain up to 20 sheets.  Plans will consist of: o Cover o Abbreviations and Legend o Horizontal Control and Sheet Layout o Water Plan Sheets (plan view only) o Frontage Improvement Plans (including preliminary location of the streetlights, preliminary layout of bulb-outs and curb ramps. Full ADA curb ramp design will not be included.)  Prepare planning level Engineer’s Opinion of Probable Construction Cost with 30% Contingency (EOPCC).  Prepare design memo documenting design assumptions and questions for the City.  Provide QA/QC of Preliminary Design deliverables.  Conduct Plan-In-Hand walk-through with City Engineering and Operations/Maintenance staff following Preliminary Design plan and EOPCC submittal, anticipated to be completed in one (1) site visit with up to two (2) Kimley-Horn staff. Deliverables:  PDFs of 30% Design Plans and EOPCC. Word document of Design Memo. Excel File of EOPCC including quantity take-offs. Assumptions:  The City will provide Kimley-Horn recent bid tabs and indicate desired bid items, along with bid items measurement and payment descriptions for development of the EOPCC. TASK 310 – 60% Design Services Kimley-Horn will prepare Final Design documents. As requested by the City, Kimley-Horn will provide permitting support for the City-led permitting. Efforts involved in these tasks will include the following:  Provide Construction Plans including the following sheets. It is anticipated the 60% Design Plan Set will contain up to 55 sheets. o Cover o General Notes, Abbreviations and Legend o Horizontal Control and Sheet Layout o Existing Conditions and TESC o Water Main Plan and Profile Sheets o Water Main Connection Details o Storm Plan and Profile Sheets Page 4 o Lighting and Wiring Plans o Restoration Sheets, including frontage improvements o ADA Curb Ramps Sheets and Details, with slopes and elevations for up to five (5) ramps and transitions to new sidewalk. o Water Standard Details o Storm Standard Details o Roadway Details o Lighting Details  Provide 60% Design EOPCC.  Provide Design Memo outlining assumptions and questions to be discussed at 60% Design submittal stage.  Maximum Extent Feasible (MEF) Documentation for ramps that cannot meet current City of Renton ADA standards.  Quality Assurance/Quality Control (QA/QC) and constructability review of 60% Deliverables.  Development of a Potholing Plan following submittal of the 60% Design. Deliverables:  60% Design Submittals – PDFs of Plans and EOPCC. Excel File of EOPCC including quantity take-offs. Word document of Design Memo.  MEF Documentation, as necessary.  Potholing Plan (PDF) Assumptions:  The City will be responsible for the development of the 60% Design Specifications.  Catch basins and storm pipes will be designed to be consistent with the City of Renton 2022 Surface Water Design Manual.  ADA curb ramp designs will include point elevations and slopes within the ramp footprint and transition to new sidewalk and to existing properties. Services Kimley-Horn will prepare Final Design documents. Efforts involved in these tasks will include the following:  Provide Construction Plans including the following sheets. It is anticipated the final Bid-Ready Construction Plan Set will contain up to 55 sheets. o Cover o General Notes, Abbreviations and Legend o Horizontal Control and Sheet Layout o Existing Conditions and TESC o Water Main Plan and Profile Sheets o Water Main Connection Details o Storm Plan and Profile Sheets o Restoration Sheets, including frontage improvements o ADA Curb Ramps Sheets and Details, with slopes and elevations for up to five (5) ramps and transitions to new sidewalk. o Water Standard Details Page 5 o Storm Standard Details o Roadway Details o Street Lighting and Wiring Plans o Lighting Details  Provide EOPCC and Bid Schedule. Kimley-Horn will work with the City during the design process to determine preferred bid items and units.  Provide Design Memo outlining assumptions and questions to be discussed at 90% Design submittal stage.  Addressing one (1) round of comments on MEF Documentation for ramps that cannot meet current City of Renton ADA standards.  Quality Assurance/Quality Control (QA/QC) and constructability review of deliverables.  QA/QC review of the City-prepared 90% Design Specifications.  Provide permitting support to the City-led permit application, as requested, anticipated to be supporting plans, quantities, and work descriptions. The City will be responsible for obtaining the following permits: o Tree Permit, or approval from the City’s Urban and Community Forestry Department o Civil Construction Permit o Utility Permit o Right-of-Way Permit Deliverables:  90% Design Submittals – PDFs of Plans and EOPCC. Excel File of EOPCC including quantity take-offs. Word document of Design Memo. PDF of Kimley-Horn’s QA/QC review comments on the City prepared 90% Design Specifications. Final MEF Documentation, as necessary.  Bid-Ready Submittal – PDFs of Plans and EOPCC, AutoCAD base file of Plans. Assumptions:  The City will be responsible for the development of the 90% Design and Bid-Ready Specifications. The City will be responsible for stamping and signing the Bid-Ready Specifications.  Street Lighting and Wiring Plans will be for four (4) streetlights conforming to the City’s Standard Plan 116.1, spaced approximately 60-feet apart. No photometric analysis will be performed on the project site.  Catch basins and storm pipes will be designed to be consistent with the City of Renton 2022 Surface Water Design Manual.  ADA curb ramp designs will include point elevations and slopes within the ramp footprint and transition to new sidewalk and to existing properties. TASK 400 – Drainage Report The effort under this task is to provide a Full Drainage Review Technical Information Report (TIR). Efforts involved in these tasks will include the following:  Complete downstream analysis field work and submit memorandum outlining which core requirements apply and possible BMPs.  Memorandum Review Meeting, held virtually by up to two (2) Kimley-Horn staff. Page 6  Provide a Full Drainage Review TIR for the new and replaced impervious areas (curbs, sidewalks, pavement widening, ramps, etc.). The TIR will incorporate appropriate stormwater management and low-impact development (LID) techniques, as required by Renton's Surface Water Design Manual, particularly around the new sidewalks and curb bulb-outs. Deliverables:  Downstream Analysis Memorandum (Word and PDF) – 30% Deliverable  Draft TIR (Word) – 60% Deliverable  Final TIR (Word and PDF) – 90% Deliverable Assumptions:  This project is located in Zone 2 of the City’s Aquifer Protection Area. Stormwater BMPs must comply with Special Requirement #6 of the Renton's Surface Water Design Manual.  This project is within a basic flow control area and the project will create less than 5,000 of new plus replaced pollution generating hard surface, making it exempt from water quality treatment.  The full drainage report will incorporate the 60% Design Plans.  Construction Stormwater Pollution Prevention Plan (SWPPP) and Operations & Maintenance Manual will be prepared with the 90% TIR. TASK 500 – Bidding Support Services Kimley-Horn will assist the City with bidding by answering bidder questions and issuing addenda as necessary. The budget for this task assumes up to three (3) addenda issued. Deliverables:  Addenda in PDF Assumptions:  The City will advertise the project for bid, upload bid-ready documents to bidding websites, conduct the bid opening and prepare the bid tabulation. TASK 510 – Construction Phase Services Kimley-Horn will provide construction phase services during construction, as requested by the City. Tasks that may be requested by the City include the following:  Attendance at City-led Pre-Con Meeting and construction meetings.  Respond to Contractor’s requests for information (RFIs) as requested by City.  Field observations as requested by City.  Preparation of PDF and AutoCAD Record Drawings using contractor provided red-lined PDF record drawings. Deliverables:  Responses to RFIs in PDF  Record Drawings in PDF and AutoCAD Page 7 Assumptions:  A budgetary amount of up to $10,000 is assumed for this task for construction phase support services to be provided as requested by the City.  The City will be responsible for leading all meetings, preparing meeting agendas, and issuing meeting minutes  As-builts will be based off City provided contractor PDF red-lines. TASK 600 – Subconsultant Services TASK 601 – Survey Services (DHA) Duane Harman and Associates, Inc. (DHA), as a subconsultant to Kimley-Horn, will complete professional land surveying & mapping services. Services under this task will include the survey at the following sites: Site 1: NE 24th St between Jones Avenue NE and Edmonds Avenue NE The reach is approximately 2,700 lineal feet, containing eight (8) street intersections, curbs, walkways, and underground utilities (no overhead utilities encountered in the field review). The City reports approximately 44 water service connections. In addition, the reach includes the design of 500 feet of sidewalk and five (5) curb bulb-outs. Intersection mapping will extend 50' north and south for full intersection clarity. Site 2: NE 16th St between Edmonds Avenue NE and Harrington Avenue NE The reach is approximately 790 lineal feet, containing two (2) street intersections, curbs, walkways, and above and below grade utilities (no overhead utilities encountered in the field review). Topographic Mapping:  Topographic mapping will consist of the dedicated street right-of-ways and up to five (5) feet beyond the right-of-ways and is to include, but not limited to, all above ground planimetric features, which includes, but not limited to, curbs, walks, fences, trees (greater than ‘6” in diameter), shrubs etc., and all above and underground utilities, as specified. It is anticipated the survey will go along at about 300 lineal feet per day.  Two-man field survey crews will be utilized to establish site control and perform the survey. Onsite underground utility locates will be completed by APS as part of Task 602, and DHA will submit a “One-Call” utility locate request, to engage the City to locate their underground utilities.  A 10’ x 10’ detailed survey will be performed around water meters, hydrants, and vaults, for design, and construction staging within the project limits.  Site 1 will be surveyed at a 10-foot grid in the areas of the proposed curb ramps and bulb- outs. Pothole Mapping:  An allowance has been included for survey of up to eight (8) potholes. Page 8 Deliverables:  Autodesk Civil 3D 2026.dwg file format of topographic survey, drawing scale to be 1”=20’, with one (1) foot contours. Task Assumptions:  Field data will be processed in accordance with the City of Renton Standards.  Horizontal Datum: City of Renton NAD83(1991), US feet. Vertical Datum: City of Renton prescribed NAVD88, US feet.  Two-man field survey crews will be utilized to establish site control and perform the survey. Kimley-Horn to provide an onsite underground utility locate, and DHA will submit a One-Call utility locate request, to engage the City to locate their underground utilities.  Rights-of-entry are not included in this scope of work and are not anticipated to be needed. TASK 602 – Potholing and Utility Locating Services (APS) Applied Professional Services, Inc. (APS), as a subconsultant to Kimley-Horn, will complete utility potholing and locating/marking of non-City utilities. Utility Locating Services  APS will employ all industry and best practices to designate and mark the known conductible and/or non-conductible utilities within the project boundaries.  APS will sweep the area, after the known utilities have been marked, to attempt to identify any unknown or abandoned utilities.  The project boundaries are defined by Figures 1 through 3. Potholing Services  APS will air vacuum excavate approximately (8) test-holes on existing underground utilities.  If a test-hole falls in the hard surface APS will jackhammer the existing asphalt or concrete. APS will backfill all test-holes with a material approved by the local jurisdiction (5/8” select, sand or pea gravel).  Collect utility and test-hole data, and photograph all found utilities. Deliverables:  Test-hole data sheets, which include Top, Bottom, Width, Diameter and Direction of the utility.  Excel spread sheet containing all test-hole data for the project.  Google Earth RM map with interactive link accompanied with an SHP File.  Photo of all found utilities.  One and a quarter inch zinc washer left at grade where utility was found with measurements stamped into it. Task Assumptions:  APS will complete utility locates for conductible utility locates only. Locating and marking non- conductible utilities and GPR are not included in the scope of work.  Conductible utility locating refers to conductible (metallic) utilities. Non-conductible utility locating refers to non-conductible (non-metal) utilities. GPR utility locating refers to ground penetrating radar, used to find non-metallic utilities such as concrete, PVC, or polyethylene water mains, USTs, and other anomalies.  The City will be responsible for locating and marking their facilities within the project limits.  Scope assumes that the utility will be between 0’ and 10’ in depth. Page 9  Restoration is assumed currently to be a 2’x2’ hole with 5/8” crushed rock back fill with an EZ street patch. APS will provide a 2-year warranty from the date the test-hole was performed.  CDF backfill and permanent asphalt repair are excluded from this scope. If the local jurisdiction requires CDF backfill and/or permanent asphalt repair additional fees will be required.  This estimate is based on design engineering rates in which case prevailing wages do not apply. Grind and overlay of the existing roadway is not covered in this scope. Should the local jurisdiction require additional restoration, other than what is included in the scope, then additional fees will be required. TASK 603 – Infiltration Study Services (GeoEngineers) GeoEngineers, Inc (GeoEngineers), as a subconsultant to Kimley-Horn, will complete a soils report and infiltration study for the installation of new impermeable surfaces from the frontage improvements along NE 24th Street within the vicinity of the Kennydale Lions Park. A subsurface investigation and infiltration study to support the proposed improvements includes the following:  Review the readily available published geologic data and GeoEngineer’s relevant in-house files for existing information on subsurface conditions in the project vicinity.  Visit the project site to mark the proposed testing location and to check for conflicts with below grade utilities. If representatives from City of Renton are familiar with the location of subsurface utilities in the area are available, City review of the proposed test location is requested. GeoEngineers will not be liable for damage to underground utilities that are not marked during the utility locating process. The process includes: o Contact the “One-Call” Utility Notification Center, as required by Washington State law. o Subcontract a private utility locate service to scan for conductible underground utilities in the vicinity of testing location, which may not be identified by the “One-Call” services.  Advance one (1) test pit up to 10 feet below the existing ground surface using subcontracted machinery and operator. GeoEngineers will continuously monitor the test pit exploration, maintain a log of subsurface conditions and collect representative soil samples. The test pit will be backfilled after the studies are completed.  Perform infiltration testing within the test pit to determine the in-situ infiltration rate using methods consistent with a small-scale pilot infiltration test (PIT) as outlined in the 2022 City of Renton Storm Water Design Manual.  Conduct geotechnical laboratory testing on selected soil samples. The budget includes two (2) particle size distribution tests, one (1) cation exchange capacity test, and one (1) organic content test.  Prepare a geotechnical memo presenting findings, conclusions and recommendations. The memo will include a project site plan showing the approximate location of exploration, summary exploration logs, and laboratory testing results. Specifically, the memo will include the following: o Discussion of soil and groundwater conditions encountered in explorations. o Discussion of the suitability of site soils for stormwater infiltration, including estimates of long-term design infiltration rates, based on PIT results and soil types encountered in the explorations. Page 10 Deliverables:  Geotechnical Memorandum Assumptions:  The City of Renton will provide all relevant permitting and explorations will not require a traffic control plan based on the location of the test pit.  A water source for the infiltration testing is not available on-site and a subcontracted water truck will be used to provide water for the infiltration testing.  Explorations will be completed in two (2) days within Kennydale Lions Park and suitable access to the testing location will be provided on scheduled testing dates. TASK 700 – Management Reserve A management reserve of approximately 10% of Kimley-Horn fees is included to allow for additional services not included in this scope of work that may arise over the course of the project. The management reserve task is not to be used unless authorized by the City in writing. Scope Assumptions/Exclusions:  Project duration is 10 months.  The project will be bid in a single bid package.  City review of the Preliminary Design will take 2 weeks. City review of the 60% Design and 90% Design will take 3 weeks.  The City will develop and stamp the project specifications. Kimley-Horn will provide QC review of the City prepared specifications at the 90% Design level.  Plans will conform to the City of Renton’s 2025 Survey and Drafting Standards. Kimley- Horn’s standard AutoCAD styles will be used.  Right-of-entry on private property are not anticipated to be needed and not included as part of the scope of service. Any right-of-entry needed as part of the project will be coordinated by the City.  The City will lead all public communications.  Development of traffic control plans is not part of the scope of services. It is presumed that work can be accomplished using WSDOT Standard K Plans, that the Contractor will be responsible for developing and submitting to the City.  The City will lead and submit for all permit applications. Kimley-Horn will provide supplementary information as requested to support City prepared permit application including plans, quantities, and review of project descriptions/work. City will cover all permitting costs.  A retaining wall is not anticipated as part of the project. Any differences in grade can be handled by light grading.  Storm structure design will be consistent with the City of Renton 2022 Surface Water Design Manual. If updates to the City’s Surface Water Design Manual occur during the course of the project, additional scope and fee may be required.  The City will provide plant selection and spacing along the frontage improvements area in front of Kennydale Lions Park. No irrigation will be required.  Geotechnical engineering services are not part of the scope of services. Page 11  The scope assumes a day of potholing will be completed. Potholes will include the potholing of City and non-City owned utilities. The City does not require franchise utilities to pothole their own facilities.  Kimley-Horn will send design plans to franchise utilities for input and feedback on potential utility conflicts.  Hydraulic modeling, flow monitoring and confirmation of pipe sizing is not included in this scope of services. Sizing is based on the City’s 2019 Water System Plan Update.  Coordination with local businesses, residents, and Metro for coordination of construction access/impacts and temporary bus stop locations is not included in this scope of services and will be led by the City’s public outreach team.  Tree health assessment, if required, will be completed by the City’s arborist. Arborist services are excluded from this scope of services. EXCLUSIONS/ASSUMPTIONS Any other services, including but not limited to the following, are not included in this Agreement but can be added through a contract modification.  Shoring design  Bypass design  Right-of-entry onto private property  Hydraulic modeling  Flow monitoring  Cathodic protection design  Record of Survey services  Structural engineering  Traffic Control Plans  Construction funding applications  Clean Air permitting  Construction stormwater permitting  Geotechnical engineering services, beyond those included under Task 603.  Environmental engineering/permitting  Irrigation design  Public outreach  Arborist services DIRECT LABOR Estimated Hourly Labor Classification Hours Rate Costs 70 $300.00 21,000$ Sr. Professional 275 $275.00 75,625$ 372 $240.00 89,280$ 652 $210.00 136,920$ Admin Support I 12 $180.00 2,160$ Admin Support II 16 $140.00 2,240$ TOTAL KIMLEY-HORN LABOR 1,397 Total Labor 327,200$ MANAGEMENT RESERVE TASK 25,000$ TOTAL KIMLEY-HORN LABOR (INCLUDING MANAGEMENT RESERVE) 352,200$ DIRECT EXPENSES TOTAL DIRECT EXPENSES 3,400$ OUTSIDE SERVICES (10% Markup) Survey Services (DHA) 68,300$ Potholing and Utility Locate Services (APS) 30,300$ Infiltration Study Services (GeoEngineers) 23,400$ TOTAL OUTSIDE SERVICES 122,000$ Total Direct Labor 327,200$ Total Management Reserve 25,000$ Total Direct Expenses 3,400$ Total Outside Services 122,000$ TOTAL BASE COST (NOT TO EXCEED)477,600$ Additional Services Direct Labor N/A Additional Services Outside Services N/A TOTAL ADDITIONAL SERVICES COST (NTE)0$ TOTAL PROPOSAL (NTE)477,600$ Principal/Sr. PM Professional Analyst Exhibit B - Cost Proposal Summary (Costs Rounded to the Nearest $1.00) City of Renton February 13, 2026 NE 24th and 16th St Asbestos-Cement (AC) Water Main Replacement Page 1 EXHIBIT B Ta s k D e s c r i p t i o n 10 1 K i c k - o f f M e e t i n g ( v i r t u a l , u p t o 2 h r s ) 2 2 2 6 $ 1 , 6 3 0 . 0 0 10 2 C o o r d i n a t i o n w i t h C i t y i n c l u d i n g b i - w e e k l y m e e t i n g s 1 0 1 2 22 $ 6 , 3 0 0 . 0 0 10 3 D e s i g n R e v i e w M e e t i n g s w i t h C i t y ( 3 m e e t i n g s , v i r t u a l , u p t o 2 h r s e a c h ) 6 6 12 $ 3 , 4 5 0 . 0 0 10 4 I n t e r n a l P r o j e c t M e e t i n g s , T e a m M a n a g e m e n t a n d S c h e d u l i n g 4 1 2 1 2 2 8 $ 7 , 3 8 0 . 0 0 10 5 B u d g e t C o n t r o l a n d I n v o i c i n g 8 1 2 2 0 $ 4 , 3 6 0 . 0 0 10 6 C o o r d i n a t i o n w i t h S u b c o n s u l t a n t s 10 10 $ 2 , 7 5 0 . 0 0 0 $ 0 . 0 0 Ta s k 1 0 0 T o t a l s 2 2 5 0 1 4 0 1 2 0 9 8 $2 5 , 9 0 0 . 0 0 20 1 P r e p a r e R F I 2 2 4 $ 1 , 0 3 0 . 0 0 20 2 R e q u e s t f r a n c h i s e u t i l i t y r e c o r d d r a w i n g s 2 6 1 0 0 $ 1 , 7 4 0 . 0 0 20 2 R e v i e w C i t y I n f o r m a t i o n 6 8 1 0 1 8 0 $ 5 , 6 7 0 . 0 0 0 $ 0 . 0 0 Ta s k 2 0 0 T o t a l s 0 8 1 2 1 6 0 0 3 6 $8 , 4 0 0 . 0 0 30 1 S i t e V i s i t t o R e v i e w S u r v e y 12 1 2 2 4 $ 6 , 1 8 0 . 0 0 30 2 P r e l i m i n a r y D e s i g n P l a n s 20 3 2 6 8 1 2 0 $ 2 7 , 4 6 0 . 0 0 30 3 P r e l i m i n a r y E n g i n e e r ' s O p i n i o n o f P r o b a b l e C o n s t r u c t i o n C o s t s 4 6 2 4 3 4 $ 7 , 5 8 0 . 0 0 30 4 P r e l i m i n a r y D e s i g n M e m o 2 6 2 1 0 $ 2 , 2 7 0 . 0 0 30 5 Q A / Q C P r e l i m i n a r y D e s i g n 8 8 $ 2 , 4 0 0 . 0 0 30 6 P l a n - I n - H a n d W a l k T h r o u g h w i t h C i t y 1 0 1 0 20 $ 5 , 7 5 0 . 0 0 0 $ 0 . 0 0 Ta s k 3 0 0 T o t a l s 1 8 4 8 5 6 9 2 0 2 2 1 6 $5 1 , 6 0 0 . 0 0 31 0 6 0 % D e s i g n P l a n s 32 1 0 6 2 3 4 3 7 2 $ 8 3 , 3 8 0 . 0 0 31 1 S t r e e t L i g h t i n g P l a n s 8 24 32 $ 7 , 2 4 0 . 0 0 31 2 6 0 % E n g i n e e r ' s O p i n i o n o f P r o b a b l e C o n s t r u c t i o n C o s t 4 8 1 8 3 0 $ 6 , 8 0 0 . 0 0 31 3 6 0 % D e s i g n M e m o 2 6 1 9 $ 2 , 1 3 0 . 0 0 31 4 Q A / Q C 6 0 % D e s i g n 8 8 $ 2 , 4 0 0 . 0 0 31 5 P o t h o l i n g P l a n 1 4 5 $ 1 , 1 1 5 . 0 0 0 $0 . 0 0 Ta s k 3 1 0 T o t a l s 8 47 1 2 0 28 0 0 14 5 6 $1 0 3 , 1 0 0 . 0 0 To t a l D i r e c t E x p e n s e s 8 25 0 0 0 32 1 9 0 % D e s i g n P l a n s 30 7 0 1 3 0 2 3 0 $5 2 , 3 5 0 . 0 0 32 2 9 0 % E n gin e e r ' s O p i n i o n o f P r o b a b l e C o n s t r u c t i o n C o s t 4 6 1 6 2 6 $5 , 9 0 0 . 0 0 32 3 9 0 % D e s i g n M e m o 2 4 1 2 5 7 2 0 $1 , 6 5 0 . 0 0 32 4 Q A / Q C 9 0 % D e s i g n 16 16 $4 , 8 0 0 . 0 0 32 5 B i d - R e a d y D e s i gn P l a n s 16 1 8 3 4 6 8 $1 5 , 8 6 0 . 0 0 32 6 B i d - R e a d y E n g i n e e r ' s O p i n i o n o f P r o b a b l e C o n s t r u c t i o n C o s t 2 4 8 1 4 $3 , 1 9 0 . 0 0 32 7 Q A / Q C B i d - R e a d y D e s i g n 4 4 $1 , 2 0 0 . 0 0 32 8 P e r m i t s u p p o r t , a s r e q u e s t e d b y C i t y 6 8 1 0 2 4 $5 , 6 7 0 . 0 0 0 $0 . 0 0 Ta s k 3 2 0 T o t a l s 20 60 11 0 19 8 0 13 8 9 $9 0 , 6 0 0 . 0 0 40 1 Do w n s t r e a m A n a l y s i s a n d M e m o r a n d u m 8 2 0 2 3 0 $ 6 , 6 8 0 . 0 0 40 2 D r a f t F u l l D r a i n a g e R e v i e w T I R 18 2 4 1 4 6 6 2 $ 1 4 , 4 9 0 . 0 0 40 3 F i n a l F u l l D r a i n a g e R e v i e w T I R 4 8 4 2 1 8 $ 4 , 1 4 0 . 0 0 0 $ 0 . 0 0 Ta s k 4 0 0 T o t a l s 0 3 0 3 2 3 8 0 1 0 1 1 0 $2 5 , 3 0 0 . 0 0 50 1 A n s w e r B i d d e r Q u e s t i o n s 4 4 $ 1 , 1 0 0 . 0 0 50 2 I s s u e u p t o t h r e e ( 3 ) A d d e n d a 2 1 2 1 0 2 2 2 4 8 $ 1 1 , 2 0 0 . 0 0 0 $ 0 . 0 0 Ta s k 5 0 0 T o t a l s 2 1 6 1 0 2 2 0 2 5 2 $1 2 , 3 0 0 . 0 0 51 1 S e r v i c e s a s r e q u e s t e d b y t h e C i t y 16 1 8 6 4 0 $ 9 , 9 8 0 . 0 0 0$ 0 . 0 0 Ta s k 5 1 0 T o t a l s 0 1 6 1 8 6 0 0 4 0 $1 0 , 0 0 0 . 0 0 60 1 S u r v e y S e r v i c e s ( D H A ) 0 $ 0 . 0 0 60 2 P o t h o l i n g a n d U t i l i t y L o c a t e S e r v i c e s ( A P S ) 0 $ 0 . 0 0 60 3 I n f i l t r a t i o n S t u d y S e r v i c e s ( G e o E n g i n e e r s ) 0$ 0 . 0 0 0$ 0 . 0 0 Ta s k 6 0 0 T o t a l s 00 0 0 0 0 0 $0 . 0 0 Ta s k 7 0 0 T o t a l s $2 5 , 0 0 0 . 0 0 TO T A L S 7 0 2 7 5 3 7 2 6 5 2 1 2 1 6 1 , 3 9 7 $ 3 5 2 , 2 0 0 . 0 0 Cl a s s i f i c a t i o n Pr i n c i p a l / S r . P M Sr . Pr o f e s s i o n a l Pr o f e s s i o n a l A n a l y s t Ad m i n Su p p o r t I Ad m i n Su p p o r t I I Ra t e 30 0 . 0 0 $ 2 7 5 . 0 0 $ 2 4 0 . 0 0 $ 2 1 0 . 0 0 $ 1 8 0 . 0 0 $ 1 4 0 . 0 0 $ Ex h i b i t B - D e r i v a t i o n o f H o u r s Ci t y o f R e n t o n Pr o f e s s i o n a l Ad m i n Su p p o r t I Ad m i n Su p p o r t I I To t a l H r s Pr i n c i p a l / Sr . P M Fe b r u a r y 1 3 , 2 0 2 6 An a l y s t NE 2 4 t h a n d 1 6 t h S t A s b e s t o s - C e m e n t ( A C ) W a t e r M a i n R e p l a c e m e n t Ta s k 3 1 0 - 6 0 % D e s i g n S e r v i c e s Ta s k 1 0 0 - P r o j e c t M a n a g e m e n t a n d C o o r d i n a t i o n Sr . Pr o f e s s i o n a l Ta s k 2 0 0 - D a t a C o l l e c t i o n a n d R e v i e w Ta s k 5 1 0 - C o n s t r u c t i o n P h a s e S e r v i c e s Ta s k 3 0 0 - P r e l i m i n a r y ( 3 0 % ) D e s i g n S e r v i c e s Ta s k 6 0 0 - S u b c o n s u l t a n t S e r v i c e s - s e e o u t s i d e s e r v i c e s c o s t s Ta s k 4 0 0 - D r a i n a g e R e p o r t Ta s k 7 0 0 - M a n a g e m e n t R e s e r v e Ta s k 5 0 0 - B i d d i n g S u p p o r t S e r v i c e s Ta s k 3 2 0 - F i n a l D e s i g n S e r v i c e s Pa g e 2 EX H I B I T B MILEAGE Location No. of Trips Miles Total Miles City Meetings 0 90 0 Site Visits 3 85 255 Total Miles 255 Total Cost at $ 0.725 per mile 185$ REPRODUCTIONS 600 Type Amount Unit Cost 180 Plotting and sheet preparation 300 10.00$ 3,000$ Photocopy (8 1/2" x 11") 1500 0.11$ 165$ Photocopy (11" x 17") 0 0.35$0$ Displays (24" x 36") 0 80.00$0$ Mylars 0 24.00$0$ Total Reproductions 3,165$ TOTAL DIRECT EXPENSES 3,350$ TOTAL DIRECT EXPENSES (ROUNDED) 3,400$ (Costs Rounded to the Nearest $1.00) Exhibit B - Direct Expenses City of Renton February 13, 2026 NE 24th and 16th St Asbestos-Cement (AC) Water Main Replacement Page 3 EXHIBIT B Page 13 BUDGET SUMMARY Kimley-Horn will perform the services in Tasks 100 – 510 on a labor and fee plus expense basis with the maximum labor fee shown below. Kimley-Horn reserves the right to reallocate amounts among tasks as necessary. Kimley-Horn rates in Exhibit B apply to this contract and are adjusted on an annual basis. Kimley-Horn will not exceed the total maximum labor fee shown without authorization from the Client. Labor fee will be billed on an hourly basis according to our then-current rates. As to these tasks, direct reimbursable expenses such as express delivery services, fees, and other direct expenses will be billed at 1.10 times cost. Administrative time related to the project may be billed hourly. All permitting, application, and similar project fees will be paid directly by the Client. Should the Client request Kimley-Horn to advance any such project fees on the Client’s behalf, an invoice for such fees, with a ten percent (10%) markup, will be immediately issued to and paid by the Client. TASK 100 – Project Management and Coordination $25,900 TASK 200 – Data Collection and Review $8,400 TASK 300 – Preliminary (30%) Design Services $51,600 TASK 310 – 60% Design Services $103,100 TASK 320 – Final Design Services $90,600 TASK 400 – Stormwater Report and Permitting Support Services $25,300 TASK 500 – Bidding Support Services $12,300 TASK 510 – Construction Phase Services $10,000 TASK 700 – Management Reserve $25,000 Kimley-Horn Labor Fee $352,200 TASK 601 – Survey Services (DHA) $68,300 TASK 602 – Potholing and Utility Locating Services (APS) $30,300 TASK 603 – Infiltration Study Services (GeoEngineers) $23,400 Outside Service Fee $122,000 Expenses $3,400 TOTAL: $ 477,600 EXHIBIT B Page 12 SCHEDULE Below is an approximate schedule for the services included in this contract. Notice to Proceed mid-March 2026 Kickoff Meeting mid-March 2026 Data Collection mid-March – April 2026 Utility Locating Services (APS) mid-March – late-March 2026 Survey Services (DHA) April – early-May 2026 Infiltration Testing (GeoEngineers) April – May 2026 Preliminary Design April – mid-June 2026 City Preliminary Review (2-weeks) mid-June to late-June 2026 Plan-in-Hand Site Walk-Through with City late-June 2026 60% Design late-June – August 2026 City 60% Review (3-weeks) late-August – mid-September 2026 Design Potholing (APS) late-August – late-October 2026 90% Design mid-September – early-November 2026 City 90% Review (3-weeks) November 2026 Bid-Ready PS&E December 2026 Bid Advertisement January 2027 Bid Opening February 2027 Construction March 2027 EXHIBIT C to December 2027