Attachment 2 - Plans and Specifications — Camarillo City Council, June 10, 2026 (part 10 of 11)

ŶŐŝŶĞĞƌƚŽŵŽŶŝƚŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞƐĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘ Ğ͘ ůƚŚŽƵŐŚ ŶŽƚ ĂŶƚŝĐŝƉĂƚĞĚ͕ ƐŚŽƌŝŶŐĂŶĚͬŽƌ ƐůŽƉŝŶŐ ŽĨ ƐŚĂůůŽǁ ƚƌĞŶĐŚĞƐŵĂǇ ďĞ ƌĞƋƵŝƌĞĚ ďĞĐĂƵƐĞ ŽĨ ƚŚĞ ƉŽƚĞŶƚŝĂů ƉƌĞƐĞŶĐĞ ŽĨ ĐĂǀŝŶŐ ƐĂŶĚǇ ƐŽŝůƐ͘ dƌĞŶĐŚĞƐ ĚĞĞƉĞƌ ƚŚĂŶ ϱ ĨĞĞƚ ƐŚŽƵůĚ ďĞ ƐůŽƉĞĚ Žƌ ƐŚŽƌĞĚ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ K^, ŐƵŝĚĞůŝŶĞƐ͘
Ĩ͘ ZŽĐŬƐŐƌĞĂƚĞƌƚŚĂŶϲŝŶĐŚĞƐŝŶĚŝĂŵĞƚĞƌƐŚŽƵůĚŶŽƚďĞƉůĂĐĞĚŝŶƚƌĞŶĐŚǌŽŶĞƐ ;ĨƌŽŵ ϭϮ ŝŶĐŚĞƐ ďĞůŽǁ ƉĂǀĞŵĞŶƚ ƐƵďŐƌĂĚĞ Žƌ ŐƌŽƵŶĚ ƐƵƌĨĂĐĞ ƚŽ ϭϮ ŝŶĐŚĞƐ ĂďŽǀĞƚŽƉŽĨƉŝƉĞŽƌďŽǆͿ͖ƌŽĐŬƐŐƌĞĂƚĞƌƚŚĂŶϮ͘ϱŝŶĐŚĞƐŝŶĚŝĂŵĞƚĞƌƐŚŽƵůĚŶŽƚ ďĞƉůĂĐĞĚŝŶƉŝƉĞǌŽŶĞƐ ;ĨƌŽŵϭϮŝŶĐŚĞƐĂďŽǀĞƚŽƉŽĨƉŝƉĞŽƌďŽǆƚŽϲŝŶĐŚĞƐ ďĞůŽǁďŽƚƚŽŵŽĨƉŝƉĞŽƌďŽǆĞǆƚĞƌŝŽƌͿ͘
Ő͘ :ĞƚƚŝŶŐƐŚŽƵůĚŶŽƚďĞƵƚŝůŝǌĞĚĨŽƌĐŽŵƉĂĐƚŝŽŶŝŶƵƚŝůŝƚǇƚƌĞŶĐŚĞƐ͘ Ś͘ /ĨĂŶǇƵƚŝůŝƚŝĞƐĂƌĞƚŽďĞůŽĐĂƚĞĚŝŶƉƵďůŝĐƌŝŐŚƚƐͲŽĨͲǁĂǇ͕ĐŽŶƐƚƌƵĐƚŝŽŶǁŝůůŶĞĞĚ ƚŽĐŽŵƉůǇǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞƉƵďůŝĐĂŐĞŶĐǇ͘
ϰ͘
ǆĐĂǀĂƚŝŽŶƐ
Ă͘
ǆĐĂǀĂƚŝŽŶƐ ǁŝƚŚŝŶ ƚŚĞ ĚĞƉƚŚ ŽĨ ƚŚĞ ƌĞĐŽŵŵĞŶĚĞĚ ƌĞŵĞĚŝĂů ŐƌĂĚŝŶŐ ǁŝůů ƚǇƉŝĐĂůůǇĞŶĐŽƵŶƚĞƌ ƌĞůĂƚŝǀĞůǇ ƐŝůƚͲƐĂŶĚŵŝǆƚƵƌĞ͘dŚŝƐŵĂƚĞƌŝĂů ƐŚŽƵůĚ ďĞĞĂƐŝůǇ ĞǆĐĂǀĂƚĞĚǁŝƚŚĐŽŶǀĞŶƚŝŽŶĂůĞĂƌƚŚŵŽǀŝŶŐĞƋƵŝƉŵĞŶƚ͘
ď͘ dĞŵƉŽƌĂƌǇƵŶƐŚŽƌĞĚ͕ƵŶƐƵƌĐŚĂƌŐĞĚ͕ŽƉĞŶĞǆĐĂǀĂƚŝŽŶƐĂďŽǀĞƚŚĞŐƌŽƵŶĚǁĂƚĞƌ ůĞǀĞů ŵĂǇ ďĞ ĐƵƚ ǀĞƌƚŝĐĂůůǇ ƚŽ Ă ŵĂǆŝŵƵŵ ŚĞŝŐŚƚ ŽĨ ŶŽ ŵŽƌĞ ƚŚĂŶ ϰ ĨĞĞƚ͘ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϲ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/

ǆĐĂǀĂƚŝŽŶƐĞǆƚĞŶĚŝŶŐŚŝŐŚĞƌƚŚĂŶϰǀĞƌƚŝĐĂůĨĞĞƚƐŚŽƵůĚďĞƐůŽƉĞĚďĂĐŬĂďŽǀĞ ƚŚĞ ϰͲĨŽŽƚ ǀĞƌƚŝĐĂů ĐƵƚ ƚŽ Ăƚ ůĞĂƐƚ Ă ϭ͘ϱͲŚŽƌŝǌŽŶƚĂů ǀĞƌƐƵƐ ϭͲǀĞƌƚŝĐĂů ƐůŽƉĞ Žƌ ĨůĂƚƚĞƌ͘ /Ĩ ĞǆĐĂǀĂƚŝŽŶƐ ĚƌǇ ŽƵƚ͕ ƐůŽƵŐŚŝŶŐ ǁŝůů ŽĐĐƵƌ͘ EŽ ĞǆĐĂǀĂƚŝŽŶ ƐŚŽƵůĚ ďĞ ŵĂĚĞǁŝƚŚŝŶĂϭ͗ϭůŝŶĞƉƌŽũĞĐƚĞĚŽƵƚǁĂƌĚĨƌŽŵƚŚĞƚŽĞŽĨĂŶǇĞǆŝƐƚŝŶŐĨŽŽƚŝŶŐ ŽƌƐƚƌƵĐƚƵƌĞ͘
Đ͘ ƵƌŝŶŐ ƚŚĞ ƚŝŵĞĞǆĐĂǀĂƚŝŽŶƐ ĂƌĞ ŽƉĞŶ͕ ŶŽ ŚĞĂǀǇ ŐƌĂĚŝŶŐĞƋƵŝƉŵĞŶƚ Žƌ ŽƚŚĞƌ ƐƵƌĐŚĂƌŐĞůŽĂĚƐ ;ŝ͘Ğ͕͘ĞǆĐĂǀĂƚŝŽŶ ƐƉŽŝůƐͿ ƐŚŽƵůĚďĞĂůůŽǁĞĚǁŝƚŚŝŶĂŚŽƌŝǌŽŶƚĂů ĚŝƐƚĂŶĐĞĨƌŽŵƚŚĞƚŽƉŽĨĂŶǇƐůŽƉĞĞƋƵĂůƚŽƚŚĞĚĞƉƚŚŽĨƚŚĞĞǆĐĂǀĂƚŝŽŶ;ďŽƚŚ ĚŝƐƚĂŶĐĞƐŵĞĂƐƵƌĞĚĨƌŽŵƚŚĞƚŽƉŽĨƚŚĞĞǆĐĂǀĂƚŝŽŶƐůŽƉĞͿ͘ Ě͘ ^ŚŽƌŝŶŐŽĨ ƚƌĞŶĐŚĞƐŵĂǇďĞ ƌĞƋƵŝƌĞĚĚƵĞ ƚŽ ƚŚĞƉŽƚĞŶƚŝĂůƉƌĞƐĞŶĐĞ ŽĨĐĂǀŝŶŐ ƐĂŶĚ͘
Ğ͘ ůů ŽƉĞŶ ĐƵƚƐ ƐŚŽƵůĚ ďĞ ŝŶ ĐŽŵƉůŝĂŶĐĞ ǁŝƚŚ ĂƉƉůŝĐĂďůĞ KĐĐƵƉĂƚŝŽŶĂů ^ĂĨĞƚǇ ,ĞĂůƚŚ ĚŵŝŶŝƐƚƌĂƚŝŽŶ ;K^,Ϳ ƌĞŐƵůĂƚŝŽŶƐ ;ĂůŝĨŽƌŶŝĂ ŽŶƐƚƌƵĐƚŝŽŶ ^ĂĨĞƚǇ KƌĚĞƌƐ͕dŝƚůĞ ϴͿĂŶĚ ƐŚŽƵůĚďĞŵŽŶŝƚŽƌĞĚ ĨŽƌĞǀŝĚĞŶĐĞ ŽĨŝŶĐŝƉŝĞŶƚŝŶƐƚĂďŝůŝƚǇ͘ ^ƚĂŶĚĂƌĚ ĐŽŶƐƚƌƵĐƚŝŽŶ ƚĞĐŚŶŝƋƵĞƐ ƐŚŽƵůĚ ďĞ ƐƵĨĨŝĐŝĞŶƚ ĨŽƌ ƚĞŵƉŽƌĂƌǇ ƐŝƚĞ ĞǆĐĂǀĂƚŝŽŶƐ͘ WƌŽũĞĐƚ ƐĂĨĞƚǇ ŝƐ ƚŚĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ŽĨ ƚŚĞ ŽŶƚƌĂĐƚŽƌ ĂŶĚ ƚŚĞ KǁŶĞƌ͘
ĂƌƚŚ^ǇƐƚĞŵƐǁŝůůŶŽƚďĞƌĞƐƉŽŶƐŝďůĞĨŽƌƉƌŽũĞĐƚƐĂĨĞƚǇ͘ Ĩ͘ tŚĞƌĞ ƚŚĞ ƌĞƚĂŝŶŝŶŐ ǁĂůů ŝƐ ƉƌŽƉŽƐĞĚ ƚŽ ďĞ ůŽĐĂƚĞĚ ĂĚũĂĐĞŶƚ ƚŽ ƉƌŽƉĞƌƚǇ ďŽƵŶĚĂƌŝĞƐ͕ŝƚŵĂǇ ďĞ ŶĞĐĞƐƐĂƌǇ ƚŽ ĐŽŵƉůĞƚĞ ƚŚĞ ƌĞŵĞĚŝĂůŐƌĂĚŝŶŐ ŝŶƐŝĚĞ ƚŚĞ ƐƵďũĞĐƚ ƉƌŽƉĞƌƚǇ ďǇ ŵĞĂŶƐ ŽĨ Ă ƐĞƌŝĞƐ ŽĨ ƐůŽƚ ĐƵƚƐ͘ ^ůŽƚ ĐƵƚƐ ƐŚŽƵůĚ ďĞ ĐŽŵƉůĞƚĞĚ ŝŶ ĂŶ ͞ͲͲ͟ ƐĞƋƵĞŶĐĞ͘ dŚĞ ǁŝĚƚŚ ŽĨ ĂŶǇ ƐůŽƚ ĐƵƚ ƐŚŽƵůĚ ŶŽƚ ĞǆĐĞĞĚϴ ĨĞĞƚ͘dŚĞĐŽŵƉůĞƚĞĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚďĂĐŬĨŝůůŽĨƚŚĞΖΖƐůŽƚŵƵƐƚďĞ ƉĞƌĨŽƌŵĞĚƉƌŝŽƌƚŽĞǆĐĂǀĂƚŝŽŶŽĨƚŚĞΖΖƐůŽƚ͕ĂŶĚůŝŬĞǁŝƐĞƚŚĞΖΖƐůŽƚ͘ ͘ ^ƚƌƵĐƚƵƌĂůĞƐŝŐŶ
ϭ͘ ŽŶǀĞŶƚŝŽŶĂů^ŚĂůůŽǁ&ŽƵŶĚĂƚŝŽŶƐ
Ă͘ ŽŶǀĞŶƚŝŽŶĂů ĐŽŶƚŝŶƵŽƵƐ ĨŽŽƚŝŶŐƐ ĂŶĚͬŽƌ ŝŶƚĞƌŝŽƌ ƉĂĚ ĨŽŽƚŝŶŐƐ ƐƵƉƉŽƌƚĞĚ ŽŶ ĐŽŵƉĂĐƚĞĚ ĨŝůůŵĂǇ ďĞƵƐĞĚ ƚŽ ƐƵƉƉŽƌƚ ďŽƚŚƉƌŽƉŽƐĞĚ ďƵŝůĚŝŶŐƐ͘/ƚ ƐŚŽƵůĚ ďĞ ŶŽƚĞĚƚŚĂƚŝĨƉĂĚĨŽŽƚŝŶŐƐĂƌĞƚŽďĞƵƐĞĚ͕ƚŚĞǇƐŚŽƵůĚďĞƚŝĞĚƚŽŐĞƚŚĞƌďǇŐƌĂĚĞ ďĞĂŵƐ;ĞĂĐŚǁĂǇͿŽƌďǇƐůĂďƐďĞĐĂƵƐĞŽĨƚŚĞĞǆƉĂŶƐŝǀĞŶĞƐƐŽĨƚŚĞƐŽŝůƐ͘ ď͘ ĂƐĞĚ ŽŶ ƚŚĞ ϮͲƐƚŽƌǇ ĐŽŶƐƚƌƵĐƚŝŽŶ ĂŶĚ ƚŚĞ ƚĞƐƚĞĚ ĞǆƉĂŶƐŝŽŶ ŝŶĚĞǆ ŽĨ ǌĞƌŽ͕ ƉĞƌŝŵĞƚĞƌĂŶĚŝŶƚĞƌŝŽƌ ĨŽŽƚŝŶŐƐƐŚŽƵůĚŚĂǀĞĂŵŝŶŝŵƵŵĞŵďĞĚŵĞŶƚĚĞƉƚŚŽĨ ϭϴŝŶĐŚĞƐ͘
Đ͘ &ŽŽƚŝŶŐƐ ƐŚŽƵůĚ ďĞ ĞŵďĞĚĚĞĚ ŝŶƚŽ ƌĞĐŽŵƉĂĐƚĞĚ Ĩŝůů ĂƐ ƌĞĐŽŵŵĞŶĚĞĚ ĞůƐĞǁŚĞƌĞ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͘ &ŽƵŶĚĂƚŝŽŶ ĞǆĐĂǀĂƚŝŽŶƐ ƐŚŽƵůĚ ďĞ ŽďƐĞƌǀĞĚ ďǇ Ă KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϳ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨƚŚŝƐ ĨŝƌŵĂĨƚĞƌĞǆĐĂǀĂƚŝŽŶ͕ďƵƚƉƌŝŽƌƚŽƉůĂĐŝŶŐŽĨƌĞŝŶĨŽƌĐŝŶŐ ƐƚĞĞůŽƌĐŽŶĐƌĞƚĞ͕ƚŽǀĞƌŝĨǇďĞĂƌŝŶŐĐŽŶĚŝƚŝŽŶƐ͘
Ě͘ ŽŶƚŝŶƵŽƵƐ ĨŽŽƚŝŶŐƐ ĞŵďĞĚĚĞĚ ϭϴ ŝŶĐŚĞƐ ĚĞĞƉ ŝŶƚŽ ƌĞĐŽŵƉĂĐƚĞĚ ŵĂǇ ďĞ ĚĞƐŝŐŶĞĚďĂƐĞĚŽŶĂŶĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞŽĨϯ͕ϬϬϬƉƐĨ͘dŚŝƐǀĂůƵĞŝŶĐůƵĚĞƐ ĂƐĂĨĞƚǇĨĂĐƚŽƌŽĨϯ͘dŚŝƐĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞŝƐŶĞƚ;ǁĞŝŐŚƚŽĨĨŽŽƚŝŶŐĂŶĚ ƐŽŝůƐƵƌĐŚĂƌŐĞŵĂǇďĞŶĞŐůĞĐƚĞĚͿĂŶĚŝƐĂƉƉůŝĐĂďůĞĨŽƌĚĞĂĚƉůƵƐƌĞĂƐŽŶĂďůĞůŝǀĞ ůŽĂĚƐ͘
Ğ͘ /ƐŽůĂƚĞĚ ƉĂĚ ĨŽŽƚŝŶŐƐ ĞŵďĞĚĚĞĚ ϭϴ ŝŶĐŚĞƐ ĚĞĞƉ ŝŶƚŽ ƌĞĐŽŵƉĂĐƚĞĚ ŵĂǇ ďĞ ĚĞƐŝŐŶĞĚďĂƐĞĚŽŶĂŶĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞŽĨϯ͕ϱϬϬƉƐĨ͘dŚŝƐǀĂůƵĞŝŶĐůƵĚĞƐ ĂƐĂĨĞƚǇĨĂĐƚŽƌŽĨϯ͘dŚŝƐĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞŝƐŶĞƚ;ǁĞŝŐŚƚŽĨĨŽŽƚŝŶŐĂŶĚ ƐŽŝůƐƵƌĐŚĂƌŐĞŵĂǇďĞŶĞŐůĞĐƚĞĚͿĂŶĚŝƐĂƉƉůŝĐĂďůĞĨŽƌĚĞĂĚƉůƵƐƌĞĂƐŽŶĂďůĞůŝǀĞ ůŽĂĚƐ͘
Ĩ͘ ĞĐĂƵƐĞ ƚŚĞ ůĂƚĞƌĂů ĞǆƚĞŶƚ ŽĨ ƌĞŵĞĚŝĂů ŐƌĂĚŝŶŐ ĐĂŶŶŽƚ ďĞ ƉĞƌĨŽƌŵĞĚ ĨŽƌ ƚŚĞ ƌĞƚĂŝŶŝŶŐǁĂůů ĨŽƵŶĚĂƚŝŽŶƐ ĂůŽŶŐ ƉƌŽƉĞƌƚǇďŽƵŶĚĂƌŝĞƐ͕ĂŶĂůůŽǁĂďůĞ ΗŶĞƚΗďĞĂƌŝŶŐ ĐĂƉĂĐŝƚǇ ŽĨ ϭ͕ϱϬϬ ƉƐĨ ĐĂŶ ďĞ ƵƚŝůŝǌĞĚ ĨŽƌ ĚĞĂĚ ĂŶĚ ƐƵƐƚĂŝŶĞĚ ůŝǀĞ ůŽĂĚƐ ŽŶ ƚŚĞƐĞ ĨŽŽƚŝŶŐƐ͘
Ő͘ ŽŶĞͲƚŚŝƌĚŝŶĐƌĞĂƐĞŝŶƚŚĞĂůůŽǁĂďůĞďĞĂƌŝŶŐǀĂůƵĞƐŝƐƉĞƌŵŝƚƚĞĚ ĨŽƌƵƐĞǁŝƚŚ ƚŚĞĂůƚĞƌŶĂƚŝǀĞůŽĂĚĐŽŵďŝŶĂƚŝŽŶƐŐŝǀĞŶŝŶ^ĞĐƚŝŽŶϭϴϬϲ͘ϭŽĨƚŚĞϮϬϮϮ͘dŚĞ ĞĚŐĞ ƉƌĞƐƐƵƌĞ ŽĨ ĂŶǇ ĞĐĐĞŶƚƌŝĐĂůůǇ ůŽĂĚĞĚ ĨŽŽƚŝŶŐ ƐŚŽƵůĚ ŶŽƚ ĞǆĐĞĞĚ ƚŚĞƐĞ ďĞĂƌŝŶŐǀĂůƵĞƐĨŽƌĞŝƚŚĞƌƉĞƌŵĂŶĞŶƚŽƌƚĞŵƉŽƌĂƌǇůŽĂĚƐ͘ Ś͘ >ĂƚĞƌĂůůŽĂĚƐŵĂǇďĞƌĞƐŝƐƚĞĚďǇƐŽŝůĨƌŝĐƚŝŽŶŽŶĨůŽŽƌƐůĂďƐĂŶĚĨŽƵŶĚĂƚŝŽŶƐĂŶĚ ďǇ ƉĂƐƐŝǀĞ ƌĞƐŝƐƚĂŶĐĞ ŽĨ ƚŚĞ ƐŽŝůƐ ĂĐƚŝŶŐ ŽŶ ĨŽƵŶĚĂƚŝŽŶ ƐƚĞŵ ǁĂůůƐ͘ >ĂƚĞƌĂů ĐĂƉĂĐŝƚǇĂƐƐƵŵĞƐƚŚĂƚĂŶǇƌĞƋƵŝƌĞĚďĂĐŬĨŝůůĂĚũĂĐĞŶƚƚŽĨŽƵŶĚĂƚŝŽŶƐĂŶĚŐƌĂĚĞ ďĞĂŵƐŝƐƉƌŽƉĞƌůǇĐŽŵƉĂĐƚĞĚ͘
ŝ͘ dŚĞ ŝŶĨŽƌŵĂƚŝŽŶ ƚŚĂƚ ĨŽůůŽǁƐ ƌĞŐĂƌĚŝŶŐ ƌĞŝŶĨŽƌĐĞŵĞŶƚĂŶĚ ƉƌĞͲŵŽŝƐƚĞŶŝŶŐ ĨŽƌ ĨŽŽƚŝŶŐƐŝƐƚŚĞƐĂŵĞĂƐƚŚĂƚŐŝǀĞŶŝŶdĂďůĞϭϴϬϵ͘ϳĨŽƌƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞ͘ ĐƚƵĂů ĨŽŽƚŝŶŐ ĚĞƐŝŐŶƐ ƐŚŽƵůĚ ďĞ ƉƌŽǀŝĚĞĚ ďǇ ƚŚĞ ƉƌŽũĞĐƚ ^ƚƌƵĐƚƵƌĂů

ŶŐŝŶĞĞƌ͕ďƵƚƚŚĞĚŝŵĞŶƐŝŽŶƐĂŶĚƌĞŝŶĨŽƌĐĞŵĞŶƚƐŚŽƵůĚŶŽƚďĞůĞƐƐƚŚĂŶƚŚŽƐĞ ƌĞĐŽŵŵĞŶĚĞĚ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͕ Žƌ ƚŚĞ ĐƌŝƚĞƌŝĂ ƐĞƚ ĨŽƌƚŚ ŝŶ dĂďůĞ ϭϴϬϵ͘ϳ ĨŽƌ ƚŚĞ ĂƉƉƌŽƉƌŝĂƚĞĞǆƉĂŶƐŝŽŶƌĂŶŐĞ͘
ũ͘ ŽŶƚŝŶƵŽƵƐĨŽŽƚŝŶŐƐďŽƚƚŽŵĞĚŝŶƐŽŝůŝŶƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶƌĂŶŐĞƐŚŽƵůĚ ďĞ ƌĞŝŶĨŽƌĐĞĚ͕ĂƚĂŵŝŶŝŵƵŵ͕ǁŝƚŚ ƚǁŽEŽ͘ ϰďĂƌƐĂůŽŶŐ ƚŚĞďŽƚƚŽŵĂŶĚ ƚǁŽ EŽ͘ϰďĂƌƐĂůŽŶŐƚŚĞƚŽƉ͘/ĨŽƚŚĞƌƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐƌĞƉŽƌƚĞǆĐĞĞĚƚŚŽƐĞŽĨ dĂďůĞ ϭϴϬϵ͘ϳ ĨŽƌ ƚŚĞ ΗsĞƌǇ >ŽǁΗ ĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞ͕ ƚŚĞ ƌĞƉŽƌƚ͛Ɛ ƌĞƋƵŝƌĞŵĞŶƚƐ ǁŝůů ŐŽǀĞƌŶ͘ ,ŽǁĞǀĞƌ͕ ǁŚĞŶ ƚŚĞ ƌĞƋƵŝƌĞŵĞŶƚƐ ŽĨ ƚŚĞ ^ƚƌƵĐƚƵƌĂů ŶŐŝŶĞĞƌ
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϴ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĞǆĐĞĞĚƚŚŽƐĞŽĨƚŚŝƐƌĞƉŽƌƚ͕ƚŚĞƉƌŽũĞĐƚ^ƚƌƵĐƚƵƌĂů
ŶŐŝŶĞĞƌ͛ƐƌĞƋƵŝƌĞŵĞŶƚƐǁŝůů
ŐŽǀĞƌŶ͘
Ŭ͘ ^ŽŝůƐ ƐŚŽƵůĚ ďĞ ůŝŐŚƚůǇ ŵŽŝƐƚĞŶĞĚ ƉƌŝŽƌ ƚŽ ƉůĂĐŝŶŐ ĐŽŶĐƌĞƚĞ͘ dĞƐƚŝŶŐ ŽĨ ƉƌĞŵŽŝƐƚĞŶŝŶŐŝƐŶŽƚƌĞƋƵŝƌĞĚ͘
Ϯ͘ ^ůĂďƐͲŽŶͲ'ƌĂĚĞ&ůŽŽƌƐ
Ă͘ ŽŶĐƌĞƚĞ ƐůĂďƐͲŽŶͲŐƌĂĚĞ ƐŚŽƵůĚ ďĞ ƐƵƉƉŽƌƚĞĚ ďǇ Ĩŝƌŵ ƌĞĐŽŵƉĂĐƚĞĚ Ĩŝůů ĂƐ ƌĞĐŽŵŵĞŶĚĞĚĞůƐĞǁŚĞƌĞŝŶƚŚŝƐƌĞƉŽƌƚ͘
ď͘ dŚĞŝŶĨŽƌŵĂƚŝŽŶƚŚĂƚĨŽůůŽǁƐƌĞŐĂƌĚŝŶŐĚĞƐŝŐŶĐƌŝƚĞƌŝĂĨŽƌƐůĂďƐŝƐŐĞŶĞƌĂůůǇƚŚĞ ƐĂŵĞĂƐƚŚĂƚŐŝǀĞŶŝŶdĂďůĞϭϴϬϵ͘ϳĨŽƌƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶƌĂŶŐĞ͘ĐƚƵĂů ƐůĂď ĚĞƐŝŐŶƐ ƐŚŽƵůĚ ďĞ ƉƌŽǀŝĚĞĚ ďǇ ƚŚĞ ƉƌŽũĞĐƚ ^ƚƌƵĐƚƵƌĂů ŶŐŝŶĞĞƌ͕ ďƵƚ ƚŚĞ
ƌĞŝŶĨŽƌĐĞŵĞŶƚĂŶĚƐůĂďƚŚŝĐŬŶĞƐƐĞƐƌĞĐŽŵŵĞŶĚĞĚƐŚŽƵůĚŶŽƚďĞůĞƐƐƚŚĂŶƚŚĞ ĐƌŝƚĞƌŝĂ ƐĞƚ ĨŽƌƚŚ ŝŶ dĂďůĞ ϭϴϬϵ͘ϳ ĨŽƌ ƚŚĞ ĂƉƉƌŽƉƌŝĂƚĞ ĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞ͕ Žƌ ĂƐ ƌĞĐŽŵŵĞŶĚĞĚďĞůŽǁ͕ǁŚŝĐŚĞǀĞƌŝƐŵŽƌĞƐƚƌŝŶŐĞŶƚ͘
Đ͘ ^ůĂďƐďĞĂƌŝŶŐŽŶƐŽŝůƐŝŶ ƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞƐŚŽƵůĚďĞƵŶĚĞƌůĂŝĚ ǁŝƚŚĂŵŝŶŝŵƵŵŽĨϰŝŶĐŚĞƐŽĨĐůĞĂŶƐĂŶĚ͘ƌĞĂƐǁŚĞƌĞĨůŽŽƌǁĞƚŶĞƐƐǁŽƵůĚďĞ ƵŶĚĞƐŝƌĂďůĞ ƐŚŽƵůĚ ďĞ ƵŶĚĞƌůĂŝĚ ǁŝƚŚ Ă ǀĂƉŽƌ ƌĞƚĂƌĚĞƌ ;ĂƐ ƐƉĞĐŝĨŝĞĚ ďǇ ƚŚĞ WƌŽũĞĐƚ ƌĐŚŝƚĞĐƚ Žƌ ŝǀŝů
ŶŐŝŶĞĞƌͿ ƚŽ ƌĞĚƵĐĞŵŽŝƐƚƵƌĞ ƚƌĂŶƐŵŝƐƐŝŽŶ ĨƌŽŵ ƚŚĞ ƐƵďŐƌĂĚĞ ƐŽŝůƐ ƚŽ ƚŚĞ ƐůĂď͘ dŚĞ ƌĞƚĂƌĚĞƌ ƐŚŽƵůĚ ďĞ ƉůĂĐĞĚ ĂƐ ƐƉĞĐŝĨŝĞĚ ďǇ ƚŚĞ ƉƌŽũĞĐƚ^ƚƌƵĐƚƵƌĂů
ŶŐŝŶĞĞƌŽƌƌĐŚŝƚĞĐƚ͘
Ě͘ ^ůĂďƐďĞĂƌŝŶŐŽŶƐŽŝůƐŝŶƚŚĞΗsĞƌǇ>ŽǁΗĞǆƉĂŶƐŝŽŶƌĂŶŐĞƐŚŽƵůĚĂƚĂŵŝŶŝŵƵŵ ďĞƌĞŝŶĨŽƌĐĞĚĂƚŵŝĚͲƐůĂďǁŝƚŚEŽ͘ϰďĂƌƐŽŶϯϲͲŝŶĐŚĐĞŶƚĞƌƐ͕ĞĂĐŚǁĂǇ͘ Ğ͘ ^ŽŝůƐ ƐŚŽƵůĚ ďĞ ůŝŐŚƚůǇ ŵŽŝƐƚĞŶĞĚ ƉƌŝŽƌ ƚŽ ƉůĂĐŝŶŐ ĐŽŶĐƌĞƚĞ͘ dĞƐƚŝŶŐ ŽĨ ƉƌĞŵŽŝƐƚĞŶŝŶŐŝƐŶŽƚƌĞƋƵŝƌĞĚ͘
Ĩ͘ /ƚ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŚĂƚ ƉĞƌŝŵĞƚĞƌ ƐůĂďƐ ;ǁĂůŬǁĂǇƐ͕ ƉĂƚŝŽƐ͕ ĞƚĐ͘Ϳ ďĞ ĚĞƐŝŐŶĞĚ ƌĞůĂƚŝǀĞůǇ ŝŶĚĞƉĞŶĚĞŶƚ ŽĨ ĨŽŽƚŝŶŐ ƐƚĞŵƐ ;ŝ͘Ğ͕͘ ĨƌĞĞ ĨůŽĂƚŝŶŐͿ ƐŽ ĨŽƵŶĚĂƚŝŽŶ ĂĚũƵƐƚŵĞŶƚǁŝůůďĞůĞƐƐůŝŬĞůǇƚŽĐĂƵƐĞĐƌĂĐŬŝŶŐ͘
ϯ͘ &ƌŝĐƚŝŽŶĂůĂŶĚ>ĂƚĞƌĂůŽĞĨĨŝĐŝĞŶƚƐ
Ă͘ ZĞƐŝƐƚĂŶĐĞƚŽůĂƚĞƌĂůůŽĂĚŝŶŐŵĂǇďĞƉƌŽǀŝĚĞĚďǇƐŽŝůĨƌŝĐƚŝŽŶĂĐƚŝŶŐŽŶƚŚĞďĂƐĞ ŽĨ ĨŽƵŶĚĂƚŝŽŶƐ ŝŶ ĐŽŵƉĂĐƚĞĚ ĞŶŐŝŶĞĞƌĞĚ Ĩŝůů͘ ĐŽĞĨĨŝĐŝĞŶƚ ŽĨ ĨƌŝĐƚŝŽŶ ŽĨ Ϭ͘ϱϴ ŵĂǇďĞĂƉƉůŝĞĚƚŽĚĞĂĚůŽĂĚĨŽƌĐĞƐ͘dŚŝƐǀĂůƵĞĚŽĞƐŶŽƚŝŶĐůƵĚĞĂƐĂĨĞƚǇĨĂĐƚŽƌ͘ ď͘ &Žƌ ĨŽƵŶĚĂƚŝŽŶƐĂŐĂŝŶƐƚĐŽŵƉĂĐƚĞĚĞŶŐŝŶĞĞƌĞĚ Ĩŝůů͕ĂƉĂƐƐŝǀĞ ƌĞƐŝƐƚĂŶĐĞĞƋƵĂů ƚŽϯϴϬƉĐĨŽĨĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚǁĞŝŐŚƚŵĂǇďĞŝŶĐůƵĚĞĚ ĨŽƌ ƌĞƐŝƐƚĂŶĐĞ ƚŽůĂƚĞƌĂů ůŽĂĚ͘dŚŝƐǀĂůƵĞĚŽĞƐŶŽƚŝŶĐůƵĚĞĂƐĂĨĞƚǇĨĂĐƚŽƌ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϵ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
Đ͘ &Žƌ ƚŚĞ ƌĞƚĂŝŶŝŶŐ ǁĂůů ĨŽƵŶĚĂƚŝŽŶƐ ĂĚũĂĐĞŶƚ ƚŽ ƚŚĞ ƉƌŽƉĞƌƚǇ ďŽƵŶĚĂƌŝĞƐ͕ ƚŚĞ ƋƵĂůŝƚǇ ĂŶĚ ĐŽŶƐŝƐƚĞŶĐǇ ŽĨ ƚŚĞ ƐŽŝů ŽŶ ƚŚĞ ĂĚũĂĐĞŶƚ ƉƌŽƉĞƌƚǇ ŝƐ ƵŶŬŶŽǁŶ͘ dŚĞƌĞĨŽƌĞ͕ ǁĞ ƌĞĐŽŵŵĞŶĚ Ă ƉƌĞƐƵŵƉƚŝǀĞ ůĂƚĞƌĂů ƐŽŝů ƉƌĞƐƐƵƌĞ ŽĨ ϭϬϬ ƉĐĨ ŽĨ ĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚ ǁĞŝŐŚƚ ƐŚŽƵůĚ ďĞ ĂƉƉůŝĞĚ ƚŽ ĚĞƚĞƌŵŝŶĞ ƌĞƐŝƐƚĂŶĐĞ ƚŽ ůĂƚĞƌĂů ůŽĂĚƐĂƉƉůŝĞĚŝŶƚŚĂƚĚŝƌĞĐƚŝŽŶ͘
Ě͘ ŵŝŶŝŵƵŵ ƐĂĨĞƚǇ ĨĂĐƚŽƌ ŽĨ ϭ͘ϱ ƐŚŽƵůĚ ďĞƵƐĞĚǁŚĞŶ ĚĞƐŝŐŶŝŶŐ ĨŽƌ ƐůŝĚŝŶŐ Žƌ ŽǀĞƌƚƵƌŶŝŶŐ͘
Ğ͘ &Žƌ ďƵŝůĚŝŶŐƐ͕ ƉĂƐƐŝǀĞ ƌĞƐŝƐƚĂŶĐĞ ŵĂǇ ďĞ ĐŽŵďŝŶĞĚ ǁŝƚŚ ĨƌŝĐƚŝŽŶĂů ƌĞƐŝƐƚĂŶĐĞ ƉƌŽǀŝĚĞĚ ƚŚĂƚ Ă ŽŶĞͲƚŚŝƌĚ ƌĞĚƵĐƚŝŽŶ ŝŶ ƚŚĞ ĐŽĞĨĨŝĐŝĞŶƚ ŽĨ ĨƌŝĐƚŝŽŶ ŝƐ ƵƐĞĚ͘ &Žƌ ƌĞƚĂŝŶŝŶŐǁĂůůƐ͕ƉĂƐƐŝǀĞ ƌĞƐŝƐƚĂŶĐĞŵĂǇďĞĐŽŵďŝŶĞĚǁŝƚŚ ĨƌŝĐƚŝŽŶĂů ƌĞƐŝƐƚĂŶĐĞ ǁŝƚŚŽƵƚĂŶǇƌĞĚƵĐƚŝŽŶ͘
ϰ͘ ZĞƚĂŝŶŝŶŐtĂůů
Ă͘ KŶͲƐŝƚĞƐŽŝůƐĐĂŶďĞƵƐĞĚĨŽƌǁĂůůďĂĐŬĨŝůůŽŶĐĞƚŚĞǇĂƌĞƌĞƚĞƐƚĞĚĨŽƌĞǆƉĂŶƐŝŽŶ ŝŶĚĞǆĂŶĚĐůĞĂŶĞĚŽĨĂůůŽƌŐĂŶŝĐŵĂƚĞƌŝĂů͕ƌŽĐŬƐ͕ĚĞďƌŝƐ͕ĂŶĚŝƌƌĞĚƵĐŝďůĞŵĂƚĞƌŝĂů ůĂƌŐĞƌƚŚĂŶϲŝŶĐŚĞƐ͘
ď͘ ŽŶǀĞŶƚŝŽŶĂůĐĂŶƚŝůĞǀĞƌƌĞƚĂŝŶŝŶŐǁĂůůƐďĂĐŬĨŝůůĞĚǁŝƚŚĐŽŵƉĂĐƚĞĚŽŶͲƐŝƚĞƐŽŝůƐ ŵĂǇďĞĚĞƐŝŐŶĞĚĨŽƌĂĐƚŝǀĞƉƌĞƐƐƵƌĞƐĚĞǀĞůŽƉĞĚĨƌŽŵϰϯƉĐĨŽĨĞƋƵŝǀĂůĞŶƚĨůƵŝĚ ǁĞŝŐŚƚ ĨŽƌǁĞůůͲĚƌĂŝŶĞĚ͕ůĞǀĞůďĂĐŬĨŝůů͘ĐƚŝǀĞƉƌĞƐƐƵƌĞƐĚĞǀĞůŽƉĞĚĨƌŽŵϲϵƉĐĨ ŽĨ ĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚ ǁĞŝŐŚƚ ŵĂǇ ďĞ ƵƐĞĚ ĨŽƌ ǁĞůůͲĚƌĂŝŶĞĚ ďĂĐŬĨŝůů ƐůŽƉŝŶŐ Ăƚ Ϯ,͗ϭs;ŚŽƌŝǌŽŶƚĂůƚŽǀĞƌƚŝĐĂůͿ͘
Đ͘ ZĞƐƚƌĂŝŶĞĚ ƌĞƚĂŝŶŝŶŐ ǁĂůůƐ ďĂĐŬĨŝůůĞĚ ǁŝƚŚ ĐŽŵƉĂĐƚĞĚ ŽŶͲƐŝƚĞ ƐŽŝůƐ ŵĂǇ ďĞ ĚĞƐŝŐŶĞĚĨŽƌĂĐƚŝǀĞƉƌĞƐƐƵƌĞƐĚĞǀĞůŽƉĞĚĨƌŽŵϲϰƉĐĨŽĨĞƋƵŝǀĂůĞŶƚĨůƵŝĚǁĞŝŐŚƚ ĨŽƌǁĞůůͲĚƌĂŝŶĞĚ͕ůĞǀĞůďĂĐŬĨŝůů͘
Ě͘ dŚĞĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚǁĞŝŐŚƚƐůŝƐƚĞĚĂďŽǀĞǁĞƌĞďĂƐĞĚŽŶ ƚŚĞĂƐƐƵŵƉƚŝŽŶ ƚŚĂƚ ďĂĐŬĨŝůů ƐŽŝůƐǁŝůůďĞĐŽŵƉĂĐƚĞĚ ƚŽ ϵϬƉĞƌĐĞŶƚŽĨ ƚŚĞŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇĂƐ ĚĞƚĞƌŵŝŶĞĚďǇƚŚĞ^dDϭϱϱϳdĞƐƚDĞƚŚŽĚ͘
Ğ͘ dŚĞ ĨŽƵŶĚĂƚŝŽŶƐ ŽĨ ƚŚĞ ƌĞƚĂŝŶŝŶŐ ǁĂůůƐ ƐŚŽƵůĚ ďĞ ĚĞƐŝŐŶĞĚ ĂƐ ƌĞĐŽŵŵĞŶĚĞĚ ĞůƐĞǁŚĞƌĞŝŶƚŚŝƐƌĞƉŽƌƚ͘
Ĩ͘ ZĞƚĂŝŶŝŶŐǁĂůůƐƚŚĂƚƌĞƚĂŝŶŵŽƌĞƚŚĂŶϲĨĞĞƚŽĨƐŽŝůǁŝůůŶĞĞĚƚŽďĞĚĞƐŝŐŶĞĚĨŽƌ Ă ƐĞŝƐŵŝĐ ůŽĂĚŝŶŐ ĨŽƌĐĞ ƚŚĂƚ ŝƐ ĂƉƉůŝĞĚ ŝŶ ĂĚĚŝƚŝŽŶ ƚŽ ƚŚĞ ƐƚĂƚŝĐ ĨŽƌĐĞƐ ǁŚĞŶ ƐĞŝƐŵŝĐ ƐŚĂŬŝŶŐ ŽĐĐƵƌƐ͘ ^ĞŝƐŵŝĐ ŝŶĐƌĞŵĞŶƚƐ ŽĨ ĞĂƌƚŚ ƉƌĞƐƐƵƌĞ ĐĂŶ ďĞ ĚĞƚĞƌŵŝŶĞĚƵƐŝŶŐ ϭϭĂŶĚϮϱƉĐĨŽĨĂĚĚŝƚŝŽŶĂůĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚǁĞŝŐŚƚŶĞĞĚ ƚŽ ďĞĐŽŶƐŝĚĞƌĞĚĨŽƌĐĂŶƚŝůĞǀĞƌĂŶĚƌĞƐƚƌĂŝŶĞĚƌĞƚĂŝŶŝŶŐǁĂůůƐ͕ƌĞƐƉĞĐƚŝǀĞůǇ͘dŚĞƐĞ ĞƋƵŝǀĂůĞŶƚ ĨůƵŝĚ ǁĞŝŐŚƚƐ ŚĂǀĞ ďĞĞŶ ĚĞƚĞƌŵŝŶĞĚ ďǇ Ă ƉƌŽĐĞĚƵƌĞ ƉƌĞƐĞŶƚĞĚ ďǇ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϮϬ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ůƚŝŬĂŶĚ^ŝƚĂƌ;ϮϬϭϬͿ͘dŚĞƐĞŝƐŵŝĐŝŶĐƌĞŵĞŶƚŽĨƉƌĞƐƐƵƌĞĐĂŶďĞĂƐƐƵŵĞĚƚŽ ďĞĚŝƐƚƌŝďƵƚĞĚƐŽƚŚĂƚƚŚĞĐĞŶƚƌŽŝĚŽĨƉƌĞƐƐƵƌĞĂĐƚƐĂƚϬ͘ϯϯ,ĂďŽǀĞƚŚĞďĂƐĞŽĨ ĂƌĞƚĂŝŶŝŶŐǁĂůů͕ǁŚĞƌĞ,ŝƐƚŚĞǁĂůůŚĞŝŐŚƚŝŶĨĞĞƚ͘ĞĐĂƵƐĞƚŚŝƐƐĞŝƐŵŝĐĨŽƌĐĞŝƐ ƚƌĂŶƐŝĞŶƚ͕ ĂŶĚ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ^ĞĐƚŝŽŶ ϭϴϬϳ͘Ϯ͘ϯ͕ Ă ŵŝŶŝŵƵŵ ƐĂĨĞƚǇ ĨĂĐƚŽƌŽĨ ϭ͘ϭŵĂǇďĞƵƐĞĚ ĨŽƌ ƐůŝĚŝŶŐĂŶĚŽǀĞƌƚƵƌŶŝŶŐǁŚĞŶ ƐĞŝƐŵŝĐůŽĂĚƐĂƌĞ ŝŶĐůƵĚĞĚ͘
Ő͘ dŚĞ ůĂƚĞƌĂů ĞĂƌƚŚ ƉƌĞƐƐƵƌĞ ƚŽ ďĞ ƌĞƐŝƐƚĞĚ ďǇ ƚŚĞ ƌĞƚĂŝŶŝŶŐ ǁĂůůƐ Žƌ ƐŝŵŝůĂƌ ƐƚƌƵĐƚƵƌĞƐ ƐŚŽƵůĚ ĂůƐŽ ďĞ ŝŶĐƌĞĂƐĞĚ ƚŽ ĂůůŽǁ ĨŽƌ ŽƚŚĞƌ ĂƉƉůŝĐĂďůĞ ƐƵƌĐŚĂƌŐĞ ůŽĂĚƐ͘dŚĞƐƵƌĐŚĂƌŐĞƐĐŽŶƐŝĚĞƌĞĚƐŚŽƵůĚŝŶĐůƵĚĞĨŽƌĐĞƐŐĞŶĞƌĂƚĞĚďǇƐƚƌƵĐƚƵƌĞƐ ŽƌƚĞŵƉŽƌĂƌǇůŽĂĚƐƚŚĂƚǁŽƵůĚŝŶĨůƵĞŶĐĞƚŚĞǁĂůůĚĞƐŝŐŶ͘ Ś͘ ƐǇƐƚĞŵŽĨďĂĐŬĨŝůůĚƌĂŝŶĂŐĞƐŚŽƵůĚďĞŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƌĞƚĂŝŶŝŶŐǁĂůůĚĞƐŝŐŶƐ͘ ĂĐŬĨŝůů ĐŽŵƉƌŝƐŝŶŐ ƚŚĞ ĚƌĂŝŶĂŐĞ ƐǇƐƚĞŵ ŝŵŵĞĚŝĂƚĞůǇ ďĞŚŝŶĚ ƌĞƚĂŝŶŝŶŐ ƐƚƌƵĐƚƵƌĞƐ ƐŚŽƵůĚ ďĞ ĨƌĞĞͲĚƌĂŝŶŝŶŐ ŐƌĂŶƵůĂƌ ŵĂƚĞƌŝĂů ǁŝƚŚ Ă ĨŝůƚĞƌ ĨĂďƌŝĐ ďĞƚǁĞĞŶŝƚĂŶĚƚŚĞƌĞƐƚŽĨƚŚĞďĂĐŬĨŝůůƐŽŝůƐ͘ƐĂŶĂůƚĞƌŶĂƚŝǀĞ͕ƚŚĞďĂĐŬƐŽĨǁĂůůƐ ĐŽƵůĚďĞůŝŶĞĚǁŝƚŚŐĞŽĚƌĂŝŶƐǇƐƚĞŵƐ͘dŚĞďĂĐŬĚƌĂŝŶƐƐŚŽƵůĚĞǆƚĞŶĚ ĨƌŽŵ ƚŚĞ ďŽƚƚŽŵƐ ŽĨ ƚŚĞ ǁĂůůƐ ƚŽ ĂďŽƵƚ ϭϴ ŝŶĐŚĞƐ ĨƌŽŵ ƚŚĞ ĨŝŶŝƐŚĞĚ ďĂĐŬĨŝůů ŐƌĂĚĞ͘ tĂƚĞƌƉƌŽŽĨŝŶŐŵĂǇĂŝĚŝŶƌĞĚƵĐŝŶŐƚŚĞƉŽƚĞŶƚŝĂůĨŽƌĞĨĨůŽƌĞƐĐĞŶĐĞŽŶƚŚĞĨĂĐĞƐ ŽĨƌĞƚĂŝŶŝŶŐǁĂůůƐ͘
ŝ͘ ŽŵƉĂĐƚŝŽŶ ŽŶ ƚŚĞ ƵƉŚŝůů ƐŝĚĞƐ ŽĨǁĂůůƐǁŝƚŚŝŶĂ ŚŽƌŝǌŽŶƚĂů ĚŝƐƚĂŶĐĞ ĞƋƵĂů ƚŽ ŽŶĞ ǁĂůů ŚĞŝŐŚƚ ƐŚŽƵůĚ ďĞ ƉĞƌĨŽƌŵĞĚ ďǇ ŚĂŶĚͲŽƉĞƌĂƚĞĚ Žƌ ŽƚŚĞƌ ůŝŐŚƚǁĞŝŐŚƚ ĐŽŵƉĂĐƚŝŽŶĞƋƵŝƉŵĞŶƚ͘dŚŝƐŝƐŝŶƚĞŶĚĞĚƚŽƌĞĚƵĐĞƉŽƚĞŶƚŝĂůΗůŽĐŬĞĚͲŝŶΗůĂƚĞƌĂů ƉƌĞƐƐƵƌĞƐĐĂƵƐĞĚďǇĐŽŵƉĂĐƚŝŽŶǁŝƚŚŚĞĂǀǇŐƌĂĚŝŶŐĞƋƵŝƉŵĞŶƚ͘ ũ͘ tĂƚĞƌ ƐŚŽƵůĚ ŶŽƚ ďĞ ĂůůŽǁĞĚ ƚŽ ƉŽŶĚ ŶĞĂƌ ƚŚĞ ƚŽƉƐ ŽĨ ƌĞƚĂŝŶŝŶŐ ǁĂůůƐ͘ dŽ ĂĐĐŽŵƉůŝƐŚ ƚŚŝƐ͕ ĨŝŶĂů ďĂĐŬĨŝůů ƐŝƚĞ ŐƌĂĚĞƐ ƐŚŽƵůĚ ďĞ ƐƵĐŚ ƚŚĂƚ Ăůů ǁĂƚĞƌ ŝƐ ĚŝǀĞƌƚĞĚĂǁĂǇĨƌŽŵƌĞƚĂŝŶŝŶŐǁĂůůƐ͘
ϱ͘ ^ĞƚƚůĞŵĞŶƚŽŶƐŝĚĞƌĂƚŝŽŶƐ
Ă͘ &Žƌ ĨŽƵŶĚĂƚŝŽŶƐĂŶĚ ĨůŽŽƌƐůĂďƐƐƵƉƉŽƌƚĞĚďǇƚŚĞƌĞĐŽŵŵĞŶĚĞĚƌĞĐŽŵƉĂĐƚĞĚ ĞŶŐŝŶĞĞƌĞĚĨŝůů͕ĂŵĂǆŝŵƵŵƐƚĂƚŝĐƐĞƚƚůĞŵĞŶƚŽĨůĞƐƐƚŚĂŶϭŝŶĐŚŝƐĂŶƚŝĐŝƉĂƚĞĚ͘ EŽĂĚĚŝƚŝŽŶĂůƐĞƚƚůĞŵĞŶƚĨƌŽŵƐĞŝƐŵŝĐĂĐƚŝǀŝƚǇŝƐĞǆƉĞĐƚĞĚ͘ ď͘ ŝĨĨĞƌĞŶƚŝĂůƐĞƚƚůĞŵĞŶƚŽǀĞƌĂĚŝƐƚĂŶĐĞŽĨϯϬĨĞĞƚƐŚŽƵůĚďĞĂďŽƵƚŽŶĞͲŚĂůĨƚŚĞ ŵĂǆŝŵƵŵƚŽƚĂůƐĞƚƚůĞŵĞŶƚ͘
Đ͘ dŚĞ WƌŽũĞĐƚ ^ƚƌƵĐƚƵƌĂů
ŶŐŝŶĞĞƌ ǁŝůů ŶĞĞĚ ƚŽ ĚĞƐŝŐŶ ƚŚĞ ĨŽƵŶĚĂƚŝŽŶ ƐǇƐƚĞŵ ƚŽ ĂĐĐŽŵŵŽĚĂƚĞ ƚŚĞ ĂŶƚŝĐŝƉĂƚĞĚ ƐĞƚƚůĞŵĞŶƚ ǀĂůƵĞƐ͕ ƚŚĞ ŵĂũŽƌŝƚǇ ŽĨ ǁŚŝĐŚ ŝƐ ƌĞůĂƚĞĚƚŽƐƚĂƚŝĐƐĞƚƚůĞŵĞŶƚ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯϭ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
Ě͘ /Ĩ ƚŚĞ ĨŽƵŶĚĂƚŝŽŶ ŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚ ŵŝǆĞĚͲƵƐĞ ďƵŝůĚŝŶŐ ŝƐ ĚĞƐŝŐŶĞĚ ƚŽ ďĞ ĐŽŶŶĞĐƚĞĚ ƚŚĞ ĨŽƵŶĚĂƚŝŽŶ ƐǇƐƚĞŵ ŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚ ƌĞƐŝĚĞŶƚŝĂů ďƵŝůĚŝŶŐ͕ ƚŚĞ ĐŽŶŶĞĐƚŝŽŶ ƐŚŽƵůĚ ďĞ ƐƚƌŽŶŐ ĞŶŽƵŐŚ ƚŽ ƌĞƐŝƐƚ ƐƚƌĞƐƐĞƐ ĐĂƵƐĞĚ ďǇ ĚŝĨĨĞƌĞŶƚŝĂů ƐĞƚƚůĞŵĞŶƚ͘
ϲ͘ WƌĞůŝŵŝŶĂƌǇƐƉŚĂůƚWĂǀŝŶŐ^ĞĐƚŝŽŶƐ
Ă͘ Ŷ ZͲsĂůƵĞ ŽĨ ϱϰ ǁĂƐ ŽďƚĂŝŶĞĚ ĨƌŽŵ ƚŚĞ ƐŽŝů ƐĂŵƉůĞ ĐŽůůĞĐƚĞĚ Ăƚ ŽƌŝŶŐ Ͳϰ ǁŝƚŚŝŶ ƚŚĞƵƉƉĞƌ ϱ ĨĞĞƚ͘,ŽǁĞǀĞƌ͕ ƚŚŝƐ ǀĂůƵĞĞǆĐĞĞĚƐ ƚŚĂƚŽĨ ĂŵĂŶƵĨĂĐƚƵƌĞĚ ƐƵďͲďĂƐĞ͕ ǁŚŝĐŚ ŝƐ Z с ϱϬ͘ ,ĞŶĐĞ͕ ŝƚ ŝƐ
ĂƌƚŚ ^ǇƐƚĞŵƐ͛ ŽƉŝŶŝŽŶ ƚŚĂƚ Ă
ĐŽŶƐĞƌǀĂƚŝǀĞůǇ ƌĞĚƵĐĞĚ ZͲsĂůƵĞ ŽĨ ϱϬ ƐŚŽƵůĚ ďĞ ƵƐĞĚ ĨŽƌ ƉƌĞůŝŵŝŶĂƌǇ ĂƐƉŚĂůƚ ƉĂǀĞŵĞŶƚĚĞƐŝŐŶƐ͘
Ă͘ dŚĞ ĨŽůůŽǁŝŶŐ ƉƌĞůŝŵŝŶĂƌǇ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶƐ ƚĂďůĞ ƐƵŵŵĂƌŝǌĞƐ ƚŚŝĐŬŶĞƐƐĞƐ ŽĨ ĂƐƉŚĂůƚĂŶĚĂŐŐƌĞŐĂƚĞďĂƐĞƌĞƋƵŝƌĞĚ ĨŽƌĚŝĨĨĞƌĞŶƚƚƌĂĨĨŝĐŝŶĚŝĐĞƐ ;ƌĂŶŐŝŶŐĨƌŽŵ ϰ͘Ϭ ƚŽ ϳ͘Ϭ͕ ǁŝƚŚ Ϭ͘ϱ ŝŶƚĞƌǀĂůƐͿ ƵƐŝŶŐ ĂŶ ĂƐƐƵŵĞĚ ZͲsĂůƵĞ ŽĨ ϱϬ͘ ƐƉŚĂůƚ ĂŶĚ ĂŐŐƌĞŐĂƚĞďĂƐĞƐŚŽƵůĚďĞĐŽŵƉĂĐƚĞĚƚŽĂŵŝŶŝŵƵŵŽĨϵϱƉĞƌĐĞŶƚŽĨŵĂǆŝŵƵŵ ĚƌǇ ĚĞŶƐŝƚǇ ŽŶ ƐƵďŐƌĂĚĞ ƐŽŝůƐ ĐŽŵƉĂĐƚĞĚ ƚŽ Ă ŵŝŶŝŵƵŵ ŽĨ ϵϱ ƉĞƌĐĞŶƚ ŽĨ ŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇ͘
dƌĂĨĨŝĐ/ŶĚĞǆ ƐƉŚĂůƚdŚŝĐŬŶĞƐƐ;ŝŶĐŚĞƐͿ DŝŶ͘ŐŐƌĞŐĂƚĞĂƐĞdŚŝĐŬŶĞƐƐ;ŝŶĐŚĞƐͿ ϰ͘Ϭ Ϯ͘ϱ ϰ͘Ϭ
ϰ͘ϱ Ϯ͘ϱ ϰ͘Ϭ
ϱ͘Ϭ ϯ͘Ϭ ϰ͘Ϭ
ϱ͘ϱ ϯ͘Ϭ ϰ͘Ϭ
ϲ͘Ϭ ϯ͘Ϭ ϰ͘ϱ
ϲ͘ϱ ϯ͘ϱ ϰ͘ϱ
ϳ͘Ϭ ϯ͘ϱ ϱ͘ϱ
ď͘ dŚĞ ƉƌĞůŝŵŝŶĂƌǇ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶƐ ƉƌŽǀŝĚĞĚ ĂďŽǀĞ ŚĂǀĞ ďĞĞŶ ĚĞƐŝŐŶĞĚ ĨŽƌ ƚŚĞ ƚǇƉĞŽĨƚƌĂĨĨŝĐŝŶĚŝĐĂƚĞĚĂŶĚƚŚĞĂƐƐƵŵĞĚĚĞƐŝŐŶůŝĨĞ͘/ĨƚŚĞƉĂǀĞŵĞŶƚŝƐƉůĂĐĞĚ ďĞĨŽƌĞ ƉƌŽũĞĐƚ ĐŽŶƐƚƌƵĐƚŝŽŶ ŝƐ ĐŽŵƉůĞƚĞ͕ ĐŽŶƐƚƌƵĐƚŝŽŶ ůŽĂĚƐ͕ ǁŚŝĐŚ ĐŽƵůĚ ŝŶĐƌĞĂƐĞ ƚŚĞdƌĂĨĨŝĐ/ŶĚŝĐĞƐĂďŽǀĞƚŚŽƐĞĂƐƐƵŵĞĚĂďŽǀĞ͕ƐŚŽƵůĚďĞƚĂŬĞŶŝŶƚŽ ĂĐĐŽƵŶƚ͘
Đ͘ ^ƵďŐƌĂĚĞZͲsĂůƵĞƐƐŚŽƵůĚďĞƌĞĞǀĂůƵĂƚĞĚĂƚŽƌŶĞĂƌƚŚĞĞŶĚŽĨƌŽƵŐŚŐƌĂĚŝŶŐ ƐŽƚŚĂƚĨŝŶĂůƉĂǀĞŵĞŶƚĚĞƐŝŐŶƐĐĂŶďĞŵĂĚĞ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϮϮ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ϳ͘ WƌĞůŝŵŝŶĂƌǇŽŶĐƌĞƚĞWĂǀŝŶŐ^ĞĐƚŝŽŶƐ
Ă͘ dŚĞ ĐŽŶĐƌĞƚĞ ƉĂǀĞŵĞŶƚ ĚĞƐŝŐŶ ƚŚĂƚ ĨŽůůŽǁƐ ŝƐ ďĂƐĞĚ ŽŶ ĂǀĞƌĂŐĞ ĚĂŝůǇ ƚƌƵĐŬ ƚƌĂĨĨŝĐ;ddͿŽĨĂďŽƵƚϭϬ;ĂƉƉƌŽǆŝŵĂƚĞůǇĞƋƵŝǀĂůĞŶƚƚŽĂƚƌĂĨĨŝĐŝŶĚĞǆŽĨϱ͘ϱͿ͕Ă ĐŽĞĨĨŝĐŝĞŶƚŽĨƐƵďŐƌĂĚĞƌĞĂĐƚŝŽŶŽĨŬсϮϬϴƉŽƵŶĚƐƉĞƌĐƵďŝĐŝŶĐŚ;ĂƉƉƌŽǆŝŵĂƚĞůǇ ĞƋƵŝǀĂůĞŶƚ ƚŽĂŶZͲsĂůƵĞŽĨϱϬͿ͕ĂŶĚĂĚĞƐŝŐŶůŝĨĞŽĨϮϬǇĞĂƌƐ͘ĂƐĞĚŽŶƚŚĞƐĞ ǀĂůƵĞƐĂŶĚĚĞƐŝŐŶŵĞƚŚŽĚƐĚĞƐĐƌŝďĞĚďǇƚŚĞŵĞƌŝĐĂŶŽŶĐƌĞƚĞ/ŶƐƚŝƚƵƚĞ ;/ ϯϯϬZͲϬϭͿ͕ƚŚĞŵŝŶŝŵƵŵƵŶƌĞŝŶĨŽƌĐĞĚƉĂǀŝŶŐƐĞĐƚŝŽŶŝƐ͗
ϭ͘ ŽŶĐƌĞƚĞƚŚŝĐŬŶĞƐƐс ϱ͘ϬŝŶĐŚĞƐ
Ϯ͘ ůĂƐƐ//ďĂƐĞƚŚŝĐŬŶĞƐƐƵŶĚĞƌĐŽŶĐƌĞƚĞс ϲ͘ϬŝŶĐŚĞƐ ϯ͘ ŽŵƉƌĞƐƐŝǀĞƐƚƌĞŶŐƚŚŽĨĐŽŶĐƌĞƚĞ͕ĨĐс ϯ͕ϮϱϬƉƐŝĂƚϮϴĚĂǇƐ ϰ͘ DŽĚƵůƵƐŽĨĨůĞǆƵƌĂůƐƚƌĞŶŐƚŚŽĨϯ͕ϮϱϬƉƐŝĐŽŶĐƌĞƚĞс ϱϭϬƉƐŝ ϱ͘ DĂǆŝŵƵŵƐƉĂĐŝŶŐŽĨĐŽŶƚƌĂĐƚŝŽŶũŽŝŶƚƐ͕ĞĂĐŚǁĂǇс ϭϮ͘ϱĨĞĞƚ ď͘ &Žƌ ƚŚŽƐĞ ĂƌĞĂƐ ƚŚĂƚ ǁŝůů ŶŽƚ ďĞ ƐƵďũĞĐƚĞĚ ƚŽ ƚƌƵĐŬ ƚƌĂĨĨŝĐ͕ ĂŶĚ ǁŝůů ďĞ ƉĂǀĞĚ ǁŝƚŚĐŽŶĐƌĞƚĞ͕ǁĞŚĂǀĞĂƐƐƵŵĞĚĐĂƌƚƌĂĨĨŝĐŽŶůǇ͕ĂĚĞƐŝŐŶůŝĨĞŽĨ ϮϬǇĞĂƌƐ͕ĂŶĚ ĂŶZͲsĂůƵĞŽĨϱϬ͘ĂƐĞĚŽŶƚŚĞƐĞǀĂůƵĞƐ͕ƚŚĞĨŽůůŽǁŝŶŐŵŝŶŝŵƵŵƵŶƌĞŝŶĨŽƌĐĞĚ ƉĂǀŝŶŐƐĞĐƚŝŽŶǁĂƐĚĞƚĞƌŵŝŶĞĚ͗
ϭ͘ ŽŶĐƌĞƚĞƚŚŝĐŬŶĞƐƐс ϰ͘ϱŝŶĐŚĞƐ
Ϯ͘ ůĂƐƐ//ďĂƐĞƚŚŝĐŬŶĞƐƐƵŶĚĞƌĐŽŶĐƌĞƚĞс ϲ͘ϬŝŶĐŚĞƐ ϯ͘ ŽŵƉƌĞƐƐŝǀĞƐƚƌĞŶŐƚŚŽĨĐŽŶĐƌĞƚĞ͕ĨĐс ϯ͕ϮϱϬƉƐŝĂƚϮϴĚĂǇƐ ϰ͘ DŽĚƵůƵƐŽĨĨůĞǆƵƌĂůƐƚƌĞŶŐƚŚŽĨϯ͕ϮϱϬƉƐŝĐŽŶĐƌĞƚĞс ϱϭϬƉƐŝ ϱ͘ DĂǆŝŵƵŵƐƉĂĐŝŶŐŽĨĐŽŶƚƌĂĐƚŝŽŶũŽŝŶƚƐ͕ĞĂĐŚǁĂǇс ϭϬĨĞĞƚ Đ͘ dŚĞ ƉƌĞůŝŵŝŶĂƌǇ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶ ƉƌĞƐĞŶƚĞĚ ĂďŽǀĞ ŝƐ ĚĞƐŝŐŶĞĚ ĨŽƌ ƚŚĞ ƚǇƉĞ ŽĨ ƚƌĂĨĨŝĐ ŝŶĚŝĐĂƚĞĚ ĂŶĚ ƚŚĞ ĂƐƐƵŵĞĚ ĚĞƐŝŐŶ ůŝĨĞ͘ /Ĩ ƚƌƵĐŬ ƚƌĂĨĨŝĐ ŝƐ ĞǆƉĞĐƚĞĚ ƚŽ ĞǆĐĞĞĚ ϭϬ dd Žƌ Ă ůŽŶŐĞƌ ĚĞƐŝŐŶ ůŝĨĞ ŝƐ ĚĞƐŝƌĞĚ͕ ƚŚŝƐ ƐĞĐƚŝŽŶ ƐŚŽƵůĚ ďĞ ƌĞĞǀĂůƵĂƚĞĚ͘ /Ĩ ƚŚĞ ƉĂǀĞŵĞŶƚ ŝƐ ƉůĂĐĞĚ ďĞĨŽƌĞ ĐŽŶƐƚƌƵĐƚŝŽŶ ŽŶ ƚŚĞ ƉƌŽũĞĐƚ ŝƐ ĐŽŵƉůĞƚĞ͕ĐŽŶƐƚƌƵĐƚŝŽŶůŽĂĚƐƐŚŽƵůĚďĞ ƚĂŬĞŶŝŶƚŽĂĐĐŽƵŶƚ͘dƌĂĨĨŝĐƐŚŽƵůĚŶŽƚ ďĞĂůůŽǁĞĚ ŽŶ ƚŚĞƉĂǀĞŵĞŶƚ ƵŶƚŝů ϮϴĚĂǇƐĂĨƚĞƌ ĐŽŶĐƌĞƚĞ ƉůĂĐĞŵĞŶƚ͕ Žƌ ƵŶƚŝů ƚŚĞϮϴͲĚĂǇĚĞƐŝŐŶƐƚƌĞŶŐƚŚŝƐĂĐŚŝĞǀĞĚ͘
Ě͘ dŚĞ ƉƌĞůŝŵŝŶĂƌǇ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶ ƉƌĞƐĞŶƚĞĚ ĂďŽǀĞ ŝƐ ĂŶ ƵŶƌĞŝŶĨŽƌĐĞĚ ĚĞƐŝŐŶ͘ /Ĩ ƌĞďĂƌƐ ĂƌĞ ŝŶĐŽƌƉŽƌĂƚĞĚ ŝŶƚŽ ƚŚĞ ƉĂǀŝŶŐ ƐĞĐƚŝŽŶ͕ ĞǆƚƌĂ ĐƌĂĐŬ ĐŽŶƚƌŽů ǁŝůů ďĞ ƉƌŽǀŝĚĞĚ͘
Ğ͘ WĞƌĨŽƌŵĂŶĐĞ ŽĨ ĐŽŶĐƌĞƚĞ ƉĂǀĞŵĞŶƚ ĚĞƉĞŶĚƐ ŽŶ Ă ƵŶŝĨŽƌŵ ƐƵďŐƌĂĚĞ ƵƉŽŶ ǁŚŝĐŚ ƚŽ ĐĂƐƚ ƚŚĞ ĐŽŶĐƌĞƚĞ͘ ,ĞŶĐĞ͕ ƚŚĞ ƐƵďŐƌĂĚĞ ƐŚŽƵůĚ ďĞ ĐŽŵƉĂĐƚĞĚ ƚŽ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯϯ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĂŵŝŶŝŵƵŵŽĨϵϱйŽĨƚŚĞŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇĚĞƚĞƌŵŝŶĞĚďǇ^dDϭϱϱϳ͘ ĞĂƌŝŶŐ ƐŽŝůƐ ŝŶ ƚŚĞ ΗsĞƌǇ >ŽǁΗ ĞǆƉĂŶƐŝŽŶ ƌĂŶŐĞ ƐŚŽƵůĚ ďĞ ƉƌĞŵŽŝƐƚĞŶĞĚ ďĞĨŽƌĞƉůĂĐŝŶŐĐŽŶĐƌĞƚĞ͘
/d/KE>^
Zs/
^
dŚŝƐƌĞƉŽƌƚŝƐďĂƐĞĚŽŶƚŚĞĂƐƐƵŵƉƚŝŽŶƚŚĂƚĂŶĂĚĞƋƵĂƚĞƉƌŽŐƌĂŵŽĨŵŽŶŝƚŽƌŝŶŐĂŶĚƚĞƐƚŝŶŐǁŝůů ďĞ ƉĞƌĨŽƌŵĞĚ ďǇ
ĂƌƚŚ ^ǇƐƚĞŵƐ ĚƵƌŝŶŐ ĐŽŶƐƚƌƵĐƚŝŽŶ ƚŽ ĐŚĞĐŬ ĐŽŵƉůŝĂŶĐĞ ǁŝƚŚ ƚŚĞ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŐŝǀĞŶŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͘dŚĞ ƌĞĐŽŵŵĞŶĚĞĚ ƚĞƐƚƐĂŶĚŽďƐĞƌǀĂƚŝŽŶƐŝŶĐůƵĚĞ͕ ďƵƚ ĂƌĞŶŽƚŶĞĐĞƐƐĂƌŝůǇůŝŵŝƚĞĚƚŽƚŚĞĨŽůůŽǁŝŶŐ͗
x ZĞǀŝĞǁŽĨƚŚĞƐƚƌƵĐƚƵƌĂůĂŶĚŐƌĂĚŝŶŐƉůĂŶƐĚƵƌŝŶŐƚŚĞĚĞƐŝŐŶƉŚĂƐĞŽĨƚŚĞƉƌŽũĞĐƚ͘ x KďƐĞƌǀĂƚŝŽŶĂŶĚƚĞƐƚŝŶŐĚƵƌŝŶŐƐŝƚĞƉƌĞƉĂƌĂƚŝŽŶ͕ŐƌĂĚŝŶŐ͕ƉůĂĐŝŶŐŽĨƌĞĐŽŵƉĂĐƚĞĚĨŝůů͕ ĂŶĚĨŽƵŶĚĂƚŝŽŶĐŽŶƐƚƌƵĐƚŝŽŶ͘
x ŽŶƐƵůƚĂƚŝŽŶĂƐƌĞƋƵŝƌĞĚĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͘
>/D/dd/KE^EhE/&KZD/dzK&KE/d/KE^
dŚĞĂŶĂůǇƐĞƐĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ƐƵďŵŝƚƚĞĚŝŶ ƚŚŝƐ ƌĞƉŽƌƚĂƌĞ ďĂƐĞĚŝŶ ƉĂƌƚƵƉŽŶ ƚŚĞ ĚĂƚĂ ŽďƚĂŝŶĞĚĨƌŽŵƚŚĞŽŶͲƐŝƚĞďŽƌŝŶŐƐ͘dŚĞŶĂƚƵƌĞĂŶĚĞǆƚĞŶƚŽĨǀĂƌŝĂƚŝŽŶƐďĞƚǁĞĞŶĂŶĚďĞǇŽŶĚƚŚĞ ƉŽŝŶƚƐ ŽĨ ĞǆƉůŽƌĂƚŝŽŶ ŵĂǇ ŶŽƚ ďĞĐŽŵĞ ĞǀŝĚĞŶƚ ƵŶƚŝů ĐŽŶƐƚƌƵĐƚŝŽŶ͘ /Ĩ ǀĂƌŝĂƚŝŽŶƐ ƚŚĞŶ ĂƉƉĞĂƌ ĞǀŝĚĞŶƚ͕ŝƚǁŝůůďĞŶĞĐĞƐƐĂƌǇƚŽƌĞĞǀĂůƵĂƚĞƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŽĨƚŚŝƐƌĞƉŽƌƚ͘ dŚĞ ƐĐŽƉĞ ŽĨ ƐĞƌǀŝĐĞƐ ĚŝĚ ŶŽƚ ŝŶĐůƵĚĞ ĂŶǇ ĞŶǀŝƌŽŶŵĞŶƚĂů ĂƐƐĞƐƐŵĞŶƚ Žƌ ŝŶǀĞƐƚŝŐĂƚŝŽŶ ĨŽƌ ƚŚĞ ƉƌĞƐĞŶĐĞ Žƌ ĂďƐĞŶĐĞ ŽĨ ǁĞƚůĂŶĚƐ͕ ŚĂǌĂƌĚŽƵƐ Žƌ ƚŽǆŝĐ ŵĂƚĞƌŝĂůƐ ŝŶ ƚŚĞ ƐŽŝů͕ ƐƵƌĨĂĐĞ ǁĂƚĞƌ͕ ŐƌŽƵŶĚǁĂƚĞƌŽƌĂŝƌ͕ŽŶ͕ďĞůŽǁ͕ŽƌĂƌŽƵŶĚƚŚŝƐƐŝƚĞ͘ŶǇƐƚĂƚĞŵĞŶƚƐŝŶƚŚŝƐƌĞƉŽƌƚŽƌŽŶƚŚĞƐŽŝů ďŽƌŝŶŐ ůŽŐƐ ƌĞŐĂƌĚŝŶŐ ŽĚŽƌƐ ŶŽƚĞĚ͕ ƵŶƵƐƵĂů Žƌ ƐƵƐƉŝĐŝŽƵƐ ŝƚĞŵƐ Žƌ ĐŽŶĚŝƚŝŽŶƐ ŽďƐĞƌǀĞĚ͕ ĂƌĞ ƐƚƌŝĐƚůǇĨŽƌƚŚĞŝŶĨŽƌŵĂƚŝŽŶŽĨƚŚĞĐůŝĞŶƚ͘
&ŝŶĚŝŶŐƐŽĨƚŚŝƐƌĞƉŽƌƚĂƌĞǀĂůŝĚĂƐŽĨƚŚŝƐĚĂƚĞ͖ŚŽǁĞǀĞƌ͕ĐŚĂŶŐĞƐŝŶĐŽŶĚŝƚŝŽŶƐŽĨĂƉƌŽƉĞƌƚǇĐĂŶ ŽĐĐƵƌǁŝƚŚƉĂƐƐĂŐĞŽĨƚŝŵĞǁŚĞƚŚĞƌƚŚĞǇĂƌĞďĞĐĂƵƐĞŽĨŶĂƚƵƌĂůƉƌŽĐĞƐƐĞƐŽƌǁŽƌŬƐŽĨŵĂŶŽŶ ƚŚŝƐ Žƌ ĂĚũĂĐĞŶƚ ƉƌŽƉĞƌƚŝĞƐ͘ /Ŷ ĂĚĚŝƚŝŽŶ͕ ĐŚĂŶŐĞƐ ŝŶ ĂƉƉůŝĐĂďůĞ Žƌ ĂƉƉƌŽƉƌŝĂƚĞ ƐƚĂŶĚĂƌĚƐ ŵĂǇ ŽĐĐƵƌǁŚĞƚŚĞƌƚŚĞǇƌĞƐƵůƚĨƌŽŵůĞŐŝƐůĂƚŝŽŶŽƌďƌŽĂĚĞŶŝŶŐŽĨŬŶŽǁůĞĚŐĞ͘ĐĐŽƌĚŝŶŐůǇ͕ĨŝŶĚŝŶŐƐŽĨ ƚŚŝƐƌĞƉŽƌƚŵĂǇďĞŝŶǀĂůŝĚĂƚĞĚǁŚŽůůǇŽƌƉĂƌƚŝĂůůǇďǇĐŚĂŶŐĞƐŽƵƚƐŝĚĞŽƵƌĐŽŶƚƌŽů͘dŚĞƌĞĨŽƌĞ͕ƚŚŝƐ ƌĞƉŽƌƚŝƐƐƵďũĞĐƚƚŽƌĞǀŝĞǁĂŶĚƐŚŽƵůĚŶŽƚďĞƌĞůŝĞĚƵƉŽŶĂĨƚĞƌĂƉĞƌŝŽĚŽĨϭǇĞĂƌ͘ /ŶƚŚĞĞǀĞŶƚ ƚŚĂƚĂŶǇĐŚĂŶŐĞƐŝŶ ƚŚĞŶĂƚƵƌĞ͕ĚĞƐŝŐŶ͕ŽƌůŽĐĂƚŝŽŶŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚĂŶĚͬŽƌŽƚŚĞƌ ŝŵƉƌŽǀĞŵĞŶƚƐ ĂƌĞ ƉůĂŶŶĞĚ͕ ƚŚĞ ĐŽŶĐůƵƐŝŽŶƐ ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĐŽŶƚĂŝŶĞĚ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯϰ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ƐŚŽƵůĚ ŶŽƚ ďĞ ĐŽŶƐŝĚĞƌĞĚ ǀĂůŝĚ ƵŶůĞƐƐ ƚŚĞ ĐŚĂŶŐĞƐ ĂƌĞ ƌĞǀŝĞǁĞĚ ĂŶĚ ƚŚĞ ĐŽŶĐůƵƐŝŽŶƐ ŽĨ ƚŚŝƐ ƌĞƉŽƌƚŵŽĚŝĨŝĞĚŽƌǀĞƌŝĨŝĞĚŝŶǁƌŝƚŝŶŐ͘
dŚŝƐƌĞƉŽƌƚŝƐŝƐƐƵĞĚǁŝƚŚƚŚĞƵŶĚĞƌƐƚĂŶĚŝŶŐƚŚĂƚŝƚŝƐƚŚĞƌĞƐƉŽŶƐŝďŝůŝƚǇŽĨƚŚĞKǁŶĞƌ͕ŽƌŽĨŚŝƐ ƌĞƉƌĞƐĞŶƚĂƚŝǀĞ ƚŽ ĞŶƐƵƌĞ ƚŚĂƚ ƚŚĞ ŝŶĨŽƌŵĂƚŝŽŶ ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĐŽŶƚĂŝŶĞĚ ŚĞƌĞŝŶ ĂƌĞ ĐĂůůĞĚƚŽƚŚĞĂƚƚĞŶƚŝŽŶŽĨƚŚĞƌĐŚŝƚĞĐƚĂŶĚ
ŶŐŝŶĞĞƌƐĨŽƌƚŚĞƉƌŽũĞĐƚĂŶĚŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚĞ
ƉůĂŶĂŶĚƚŚĂƚƚŚĞŶĞĐĞƐƐĂƌǇƐƚĞƉƐĂƌĞƚĂŬĞŶƚŽƐĞĞƚŚĂƚƚŚĞŽŶƚƌĂĐƚŽƌĂŶĚ^ƵďĐŽŶƚƌĂĐƚŽƌƐĐĂƌƌǇ ŽƵƚƐƵĐŚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŝŶƚŚĞĨŝĞůĚ͘
ƐƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌƐĨŽƌƚŚŝƐƉƌŽũĞĐƚ͕
ĂƌƚŚ^ǇƐƚĞŵƐŚĂƐƐƚƌŝǀĞŶƚŽƉƌŽǀŝĚĞƐĞƌǀŝĐĞƐŝŶ
ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ŐĞŶĞƌĂůůǇ ĂĐĐĞƉƚĞĚ ŐĞŽƚĞĐŚŶŝĐĂů ĞŶŐŝŶĞĞƌŝŶŐ ƉƌĂĐƚŝĐĞƐ ŝŶ ƚŚŝƐ ĐŽŵŵƵŶŝƚǇ Ăƚ ƚŚŝƐƚŝŵĞ͘EŽǁĂƌƌĂŶƚǇŽƌŐƵĂƌĂŶƚĞĞŝƐĞǆƉƌĞƐƐĞĚŽƌŝŵƉůŝĞĚ͘dŚŝƐƌĞƉŽƌƚǁĂƐƉƌĞƉĂƌĞĚĨŽƌƚŚĞ ĞǆĐůƵƐŝǀĞƵƐĞŽĨƚŚĞůŝĞŶƚĨŽƌƚŚĞƉƵƌƉŽƐĞƐƐƚĂƚĞĚŝŶƚŚŝƐĚŽĐƵŵĞŶƚĨŽƌƚŚĞƌĞĨĞƌĞŶĐĞĚƉƌŽũĞĐƚ ŽŶůǇ͘EŽƚŚŝƌĚƉĂƌƚǇŵĂǇƵƐĞŽƌƌĞůǇŽŶƚŚŝƐƌĞƉŽƌƚǁŝƚŚŽƵƚĞǆƉƌĞƐƐǁƌŝƚƚĞŶĂƵƚŚŽƌŝǌĂƚŝŽŶĨƌŽŵ

ĂƌƚŚ^ǇƐƚĞŵƐĨŽƌƐƵĐŚƵƐĞŽƌƌĞůŝĂŶĐĞ͘
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ĂƌƚŚ^ǇƐƚĞŵƐďĞƉƌŽǀŝĚĞĚƚŚĞŽƉƉŽƌƚƵŶŝƚǇĨŽƌĂŐĞŶĞƌĂůƌĞǀŝĞǁŽĨĨŝŶĂů ĚĞƐŝŐŶ ĂŶĚ ƐƉĞĐŝĨŝĐĂƚŝŽŶƐ ŝŶ ŽƌĚĞƌ ƚŚĂƚ ĞĂƌƚŚǁŽƌŬ ĂŶĚ ĨŽƵŶĚĂƚŝŽŶ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ŵĂǇ ďĞ ƉƌŽƉĞƌůǇŝŶƚĞƌƉƌĞƚĞĚĂŶĚŝŵƉůĞŵĞŶƚĞĚŝŶ ƚŚĞĚĞƐŝŐŶĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͘/Ĩ ĂƌƚŚ^ǇƐƚĞŵƐŝƐŶŽƚ
ĂĐĐŽƌĚĞĚƚŚĞƉƌŝǀŝůĞŐĞŽĨŵĂŬŝŶŐƚŚŝƐƌĞĐŽŵŵĞŶĚĞĚƌĞǀŝĞǁ͕ŝƚĐĂŶĂƐƐƵŵĞŶŽƌĞƐƉŽŶƐŝďŝůŝƚǇĨŽƌ ŵŝƐŝŶƚĞƌƉƌĞƚĂƚŝŽŶŽĨƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐĐŽŶƚĂŝŶĞĚŚĞƌĞŝŶ͘ />/K'ZW,z
ŵĞƌŝĐĂŶŽŶĐƌĞƚĞ/ŶƐƚŝƚƵƚĞ͕ ϮϬϬϴ͘/WZͲϯϯϬͲϬϴ͗'ƵŝĚĞ ĨŽƌ ƚŚĞĞƐŝŐŶĂŶĚŽŶƐƚƌƵĐƚŝŽŶŽĨ ŽŶĐƌĞƚĞWĂƌŬŝŶŐ>ŽƚƐ͘
ŽŽƌĞ͕ ͘D͕͘ ^ƚĞǁĂƌƚ͕ :͘W͕͘ ^ĞǇŚĂŶĚ͕
͕͘ ĂŶĚ ƚŬŝŶƐŽŶ͕ '͕͘ ϮϬϭϰ͕ E'ͲtĞƐƚ Ϯ
ƋƵĂƚŝŽŶƐ ĨŽƌ
WƌĞĚŝĐƚŝŶŐW'͕W's͕ĂŶĚϱйĂŵƉĞĚW'ĨŽƌ^ŚĂůůŽǁƌƵƐƚĂů ĂƌƚŚƋƵĂŬĞƐ͘
ĂůŝĨŽƌŶŝĂ ƵŝůĚŝŶŐ ^ƚĂŶĚĂƌĚƐ ŽŵŵŝƐƐŝŽŶ͕ ϮϬϮϮ͕ ĂůŝĨŽƌŶŝĂ ƵŝůĚŝŶŐ ŽĚĞ͕ ĂůŝĨŽƌŶŝĂ ŽĚĞ ŽĨ ZĞŐƵůĂƚŝŽŶƐdŝƚůĞϮϰ͘
ĂůŝĨŽƌŶŝĂŝǀŝƐŝŽŶŽĨDŝŶĞƐĂŶĚ'ĞŽůŽŐǇ ;D'͘Ϳ͕ϭϵϳϮ ;ZĞǀŝƐĞĚϭϵϵϵͿ͕&ĂƵůƚZƵƉƚƵƌĞ,ĂǌĂƌĚ ŽŶĞƐŝŶĂůŝĨŽƌŶŝĂ͕^ƉĞĐŝĂůWƵďůŝĐĂƚŝŽŶϰϮ͘
ĂŵƉďĞůů͕ <͘t͕͘ ĂŶĚ ŽǌŽƌŐŶŝĂ͕ z͕͘ ϮϬϭϰ͕ E'ͲtĞƐƚϮ 'ƌŽƵŶĚDŽƚŝŽŶDŽĚĞů ĨŽƌ ƚŚĞ ǀĞƌĂŐĞ ,ŽƌŝǌŽŶƚĂůŽŵƉŽŶĞŶƚƐŽĨW'͕W'sĂŶĚϱйĂŵƉĞĚ>ŝŶĞĂƌĐĐĞůĞƌĂƚŝŽŶZĞƐƉŽŶƐĞ^ƉĞĐƚƌĂ͘ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯϱ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
D'͕ ϭϵϵϴ͕ DĂƉƐ ŽĨ <ŶŽǁŶ ĐƚŝǀĞ &ĂƵůƚ EĞĂƌͲ^ŽƵƌĐĞ ŽŶĞƐ ŝŶ ĂůŝĨŽƌŶŝĂ ĂŶĚ ĚũĂĐĞŶƚ WŽƌƚŝŽŶƐŽĨEĞǀĂĚĂƚŽĞhƐĞĚǁŝƚŚƚŚĞϭϵϵϳhŶŝĨŽƌŵƵŝůĚŝŶŐŽĚĞ͘ ĂůŝĨŽƌŶŝĂ 'ĞŽůŽŐŝĐĂů ^ƵƌǀĞǇ ;'^Ϳ͕ ϮϬϬϮ͕ ^ĞŝƐŵŝĐ ,ĂǌĂƌĚ ŽŶĞ ZĞƉŽƌƚ ĨŽƌ ƚŚĞ ĂŵĂƌŝůůŽ ϳ͘ϱͲ DŝŶƵƚĞYƵĂĚƌĂŶŐůĞ͕sĞŶƚƵƌĂŽƵŶƚǇ͕ĂůŝĨŽƌŶŝĂ͘
ĂůŝĨŽƌŶŝĂ 'ĞŽůŽŐŝĐĂů ^ƵƌǀĞǇ ;'^Ϳ͕ ϮϬϬϮ͕ ^ƚĂƚĞ ŽĨ ĂůŝĨŽƌŶŝĂ ^ĞŝƐŵŝĐ ,ĂǌĂƌĚ ŽŶĞƐ͕ ĂŵĂƌŝůůŽ YƵĂĚƌĂŶŐůĞ͕KĨĨŝĐŝĂůDĂƉ͕&ĞďƌƵĂƌǇϳ͘
'^͕ ϮϬϬϴ͕ 'ƵŝĚĞůŝŶĞƐ ĨŽƌ
ǀĂůƵĂƚŝŶŐ ĂŶĚ DŝƚŝŐĂƚŝŶŐ ^ĞŝƐŵŝĐ ,ĂǌĂƌĚƐ ŝŶ ĂůŝĨŽƌŶŝĂ͕ ^ƉĞĐŝĂů WƵďůŝĐĂƚŝŽŶϭϭϳ͘
ŚŝŽƵ͕ ͘^Ͳ:͕ ĂŶĚ zŽƵŶŐƐ͕ Z͘Z͕͘ ϮϬϭϰ͕ hƉĚĂƚĞ ŽĨ ƚŚĞ ŚŝŽƵ ĂŶĚ zŽƵŶŐƐ E' DŽĚĞů ĨŽƌ ƚŚĞ ǀĞƌĂŐĞ,ŽƌŝǌŽŶƚĂůŽŵƉŽŶĞŶƚŽĨWĞĂŬ'ƌŽƵŶĚDŽƚŝŽŶĂŶĚZĞƐƉŽŶƐĞ^ƉĞĐƚƌĂ͘ ŽƵŶƚǇ ŽĨ >ŽƐ ŶŐĞůĞƐ ĞƉĂƌƚŵĞŶƚ ŽĨ WƵďůŝĐ tŽƌŬƐ͕ ϮϬϭϯ͕ DĂŶƵĂů ĨŽƌ WƌĞƉĂƌĂƚŝŽŶ ŽĨ 'ĞŽƚĞĐŚŶŝĐĂůZĞƉŽƌƚƐ͕:ƵůǇϭ͘
ŝďďůĞĞ͕:ƌ͕͘dŚŽŵĂƐt͕͘ĂŶĚ,ĞůŵƵƚ
͘
ŚƌĞŶƐƉĞĐŬ͕ϭϵϵϬ͕'ĞŽůŽŐŝĐDĂƉŽĨƚŚĞͺĂŵĂƌŝůůŽĂŶĚ
EĞǁďƵƌǇWĂƌŬYƵĂĚƌĂŶŐůĞƐ͕sĞŶƚƵƌĂŽƵŶƚǇ͕ĂůŝĨŽƌŶŝĂ͕ŝďďůĞĞ&ŽƵŶĚĂƚŝŽŶDĂƉEŽ͘&ͲϮϴ͘

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ŚǁĂŶǇ͕D͘ĂŶĚ,ŽƵƐƚŽŶ͕^͘>͕͘ϭϵϵϬ͕^ĞƚƚůĞŵĞŶƚĂŶĚDŽŝƐƚƵƌĞDŽǀĞŵĞŶƚŝŶŽůůĂƉƐŝďůĞ^ŽŝůƐ͕ :ŽƵƌŶĂůŽĨ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌŝŶŐ͕sŽů͘ϭϭϲ͕KĐƚŽďĞƌ͘
&ƵŐƌŽ tĞƐƚ͕ /ŶĐ͕͘ ϮϬϬϯ͕ &ĂƵůƚͲZƵƉƚƵƌĞ ,ĂǌĂƌĚ DĂƉ ;^tͿ WůĂƚĞ ϲ͕͘ ĂŵĂƌŝůůŽ 'ĞŽƚĞĐŚŶŝĐĂů 'ƵŝĚĞůŝŶĞƐ͕:ƵůǇ͘
&ƵŐƌŽtĞƐƚ͕/ŶĐ͕͘ϮϬϬϯ͕'ĞŽůŽŐŝĐDĂƉ;^tͿWůĂƚĞϱ͕͘ĂŵĂƌŝůůŽ'ĞŽƚĞĐŚŶŝĐĂů'ƵŝĚĞůŝŶĞƐ͕:ƵůǇ͘ &ƵŐƌŽtĞƐƚ͕/ŶĐ͕͘ϮϬϬϯ͕>ŝƋƵĞĨĂĐƚŝŽŶ^ƵƐĐĞƉƚŝďŝůŝƚǇDĂƉ ;^tͿWůĂƚĞϴ͕͘ĂŵĂƌŝůůŽ'ĞŽƚĞĐŚŶŝĐĂů 'ƵŝĚĞůŝŶĞƐ͕:ƵůǇ͘
/ĚƌŝƐƐ͕/͘D͕͘ϮϬϭϰ͕ŶE'ͲtĞƐƚϮ
ŵƉŝƌŝĐĂůDŽĚĞůĨŽƌ
ƐƚŝŵĂƚŝŶŐƚŚĞ,ŽƌŝǌŽŶƚĂů^ƉĞĐƚƌĂůsĂůƵĞƐ
'ĞŶĞƌĂƚĞĚďǇ^ŚĂůůŽǁƌƵƐƚĂů
ĂƌƚŚƋƵĂŬĞƐ͘
:ĞŶŶŝŶŐƐ͕͘t͘ĂŶĚt͘͘ƌǇĂŶƚ͕ϮϬϭϬ͕&ĂƵůƚĐƚŝǀŝƚǇDĂƉŽĨĂůŝĨŽƌŶŝĂ͕'^'ĞŽůŽŐŝĐĂƚĂDĂƉ EŽ͘ϲ͘
E

Z͕ϭϵϵϳ͕WƌŽĐĞĞĚŝŶŐƐŽĨƚŚĞE

ZtŽƌŬƐŚŽƉŽŶ
ǀĂůƵĂƚŝŽŶŽĨ>ŝƋƵĞĨĂĐƚŝŽŶZĞƐŝƐƚĂŶĐĞŽĨ
^ŽŝůƐ͕dĞĐŚŶŝĐĂůZĞƉŽƌƚE

ZͲϵϳͲϬϬϮϮ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯϲ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
WĞƚĞƌƐĞŶ͕D͕͘͘t͘͘ƌǇĂŶƚ͕͘,͘ƌĂŵĞƌ͕d͘ĂŽ͕D͘^͘ZĞŝĐŚůĞ͕͘͘&ƌĂŶŬĞů͕ :͘:͘>ŝĞŶŬĂĞŵƉĞƌ͕ W͘͘DĐƌŽƌǇĂŶĚ͘W͘^ĐŚǁĂƌƚǌ͕ϭϵϵϲ͕WƌŽďĂďŝůŝƐƚŝĐ^ĞŝƐŵŝĐ,ĂǌĂƌĚƐƐĞƐƐŵĞŶƚĨŽƌƚŚĞ^ƚĂƚĞŽĨ ĂůŝĨŽƌŶŝĂ͕D'͘KƉĞŶͲ&ŝůĞZĞƉŽƌƚϵϲͲϬϴ͕h^'^KƉĞŶͲ&ŝůĞZĞƉŽƌƚϵϲͲϳϬϲ͘ WĞƚĞƌƐĞŶ͕D͕͘͘ĞĞďǇ͕t͘ƌǇĂŶƚ͕͘ĂŽ͕͘ƌĂŵĞƌ͕:͘ĂǀŝƐ͕D͘ZĞŝĐŚůĞ͕'͘^ĂƵĐĞĚŽ͕^͘dĂŶ͕'͘ dĂǇůŽƌ͕ d͘ dŽƉƉŽǌĂĚĂ͕ :͘ dƌĞŝŵĂŶ͕ ͘ tŝůůƐ͕ ϭϵϵϵ͕ ^ĞŝƐŵŝĐ ^ŚĂŬŝŶŐ ,ĂǌĂƌĚ DĂƉƐ ŽĨ ĂůŝĨŽƌŶŝĂ͕ D'͘DĂƉ^ŚĞĞƚϰϴ͘
WƌĂĚĞů͕ ͕͘ ϭϵϵϴ WƌŽĐĞĚƵƌĞ ƚŽ
ǀĂůƵĂƚĞ
ĂƌƚŚƋƵĂŬĞͲ/ŶĚƵĐĞĚ ^ĞƚƚůĞŵĞŶƚƐ ŝŶ ƌǇ ^ĂŶĚǇ ^ŽŝůƐ͕ :ŽƵƌŶĂůŽĨ'ĞŽƚĞĐŚŶŝĐĂůĂŶĚ'ĞŽĞŶǀŝƌŽŶŵĞŶƚĂů
ŶŐŝŶĞĞƌŝŶŐ͕^
͕sŽů͘ϭϮϰ͕EŽ͘ϰ͕Ɖƌŝů͘
WǇŬĞ͕Z͕͘^ĞĞĚ͕,͘͘ŶĚŚĂŶ͕͘<͕͘ϭϵϳϱ͕^ĞƚƚůĞŵĞŶƚŽĨ^ĂŶĚƐhŶĚĞƌDƵůƚŝĚŝƌĞĐƚŝŽŶĂů^ŚĂŬŝŶŐ͕ ^
͕:ŽƵƌŶĂůŽĨ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌŝŶŐ͕sŽů͘ϭϬϭ͕EŽ͘ϰ͕Ɖƌŝů͕ϭϵϳϱ͘
^ĞĞĚ͕,͕͘͘ĂŶĚ^ŝůǀĞƌ͕D͘>͕͘ϭϵϳϮ͕^ĞƚƚůĞŵĞŶƚŽĨƌǇ^ĂŶĚƐƵƌŝŶŐ ĂƌƚŚƋƵĂŬĞƐ͕^
͕:ŽƵƌŶĂů
ŽĨ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌŝŶŐ͕sŽů͘ϵϴ͕EŽ͘ϰ͘
^ĞĞĚ͕,͕͘͘ϭϵϴϳ͕ĞƐŝŐŶWƌŽďůĞŵƐŝŶ^Žŝů>ŝƋƵĞĨĂĐƚŝŽŶ͕:ŽƵƌŶĂůŽĨƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů ŶŐŝŶĞĞƌŝŶŐ
ŝǀŝƐŝŽŶ͕^
͕sŽůƵŵĞϭϭϯ͕EŽ͘ϴ͘
dŽŬŝŵĂƚƐƵ͕ <ŽŚũŝ ĂŶĚ ,͘ ŽůƚŽŶ ^ĞĞĚ͕ ϭϵϴϳ͕
ǀĂůƵĂƚŝŽŶ ŽĨ ^ĞƚƚůĞŵĞŶƚƐ ŝŶ ^ĂŶĚƐ ƵĞ ƚŽ

ĂƌƚŚƋƵĂŬĞ ^ŚĂŬŝŶŐ͕ :ŽƵƌŶĂů ŽĨ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌŝŶŐ͕ ^
͕ƵŐƵƐƚϭϵϴϳ͕EĞǁ zŽƌŬ͕EĞǁ
zŽƌŬ͘
hŶŝƚĞĚ^ƚĂƚĞƐ'ĞŽůŽŐŝĐĂů^ƵƌǀĞǇ ;h^'^Ϳ͕ϭϵϵϴ͕
ĂƌƚŚƋƵĂŬĞ&ĂƵůƚŽŶĞƐKĨĨŝĐŝĂůDĂƉ͕ĂŵĂƌŝůůŽ
YƵĂĚƌĂŶŐůĞ͕ĂůŝĨŽƌŶŝĂ͕
ĨĨĞĐƚŝǀĞDĂǇϭ͕ϭϵϵϴ͘
hŶŝƚĞĚ^ƚĂƚĞƐ'ĞŽůŽŐŝĐĂů^ƵƌǀĞǇ;h^'^ͿĂŶĚ'^͕ϮϬϬϰ͕^DW'ĞŽůŽŐŝĐDĂƉŽĨƚŚĞͺĂŵĂƌŝůůŽ ϳ͘ϱ͛YƵĂĚƌĂŶŐůĞ͕sĞŶƚƵƌĂŽƵŶƚǇ͕ĂůŝĨŽƌŶŝĂ͘

Zd,^z^d
D^W/&/
WW
E/y
sŝĐŝŶŝƚǇDĂƉ
ZĞŐŝŽŶĂů'ĞŽůŽŐŝĐDĂƉϭ;ŝďďůĞĞͿ
ZĞŐŝŽŶĂů'ĞŽůŽŐŝĐDĂƉϮ;h^'^ͬ'^΀^DW΁Ϳ
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,ŝƐƚŽƌŝĐĂů,ŝŐŚ'ƌŽƵŶĚǁĂƚĞƌDĂƉ
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ŽƌŝŶŐ>ŽŐ^ǇŵďŽůƐ
hŶŝĨŝĞĚ^ŽŝůůĂƐƐŝĨŝĐĂƚŝŽŶ^ǇƐƚĞŵ
KĐƚŽďĞƌϮϬϮϰ ϯϬϲϴϮϴͲϬϬϭ
ƉƉƌŽǆŝŵĂƚĞ^ĐĂůĞ͗ϭΗсϮ͕ϬϬϬ͛
Ϭ Ϯ͕ϬϬϬ͛ ϰ͕ϬϬϬ͛
s//E/dzDW
ƌŶĞŝůůZŽĂĚDŝǆĞĚhƐĞĞǀĞůŽƉŵĞŶƚ
ĂŵĂƌŝůůŽ͕ĂůŝĨŽƌŶŝĂ
ΎdĂŬĞŶĨƌŽŵh^'^dŽƉŽDĂƉ͕ĂŵĂƌŝůůŽ
YƵĂĚƌĂŶŐůĞ͕
ĂůŝĨŽƌŶŝĂ͕ϮϬϮϮ͘
1 (DUWK6\VWHPV
ƉƉƌŽǆŝŵĂƚĞ
^ŝƚĞ>ŽĐĂƚŝŽŶ
ƉƉƌŽǆŝŵĂƚĞ^ĐĂůĞ͗ϭΗсϮ͕ϬϬϬ͛
Ϭ Ϯ͕ϬϬϬ͛ ϰ͕ϬϬϬ͛
Z
'/KE>'
K>K'/DWϭ
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ŚƌĞŶƐƉĞĐŬ͕,͘
͕͘ϭϵϵϬ͕'ĞŽůŽŐŝĐŵĂƉŽĨƚŚĞĂŵĂƌŝůůŽĂŶĚEĞǁďƵƌǇWĂƌŬƋƵĂĚƌĂŶŐůĞƐ͕ sĞŶƚƵƌĂŽƵŶƚǇ͕ĂůŝĨŽƌŶŝĂ͗ŝďďůĞĞ'ĞŽůŽŐŝĐĂů&ŽƵŶĚĂƚŝŽŶ͕ŝďďůĞĞ&ŽƵŶĚĂƚŝŽŶDĂƉ&ͲϮϴ KĐƚŽďĞƌϮϬϮϰ ϯϬϲϴϮϴͲϬϬϭ
ƌŶĞŝůůZŽĂĚDŝǆĞĚhƐĞĞǀĞůŽƉŵĞŶƚ
ĂŵĂƌŝůůŽ͕ĂůŝĨŽƌŶŝĂ
(DUWK6\VWHPV
ƉƉƌŽǆŝŵĂƚĞ
^ŝƚĞ>ŽĐĂƚŝŽŶ ^ƉƌŝŶŐǀŝůůĞ&ĂƵůƚ
ƉƉƌŽǆŝŵĂƚĞ^ĐĂůĞ͗ϭΗсϮ͕ϬϬϬ͛
Ϭ Ϯ͕ϬϬϬ͛ ϰ͕ϬϬϬ͛
1 Z
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K>K'/DWϮ
ΎdĂŬĞŶĨƌŽŵh^'^͕^DW'ĞŽůŽŐŝĐDĂƉŽĨƚŚĞĂŵĂƌŝůůŽϳ͘ϱ͛YƵĂĚƌĂŶŐůĞ͕sĞŶƚƵƌĂŽƵŶƚǇ͕ĂůŝĨŽƌŶŝĂ͕ϮϬϬϰ͘ KĐƚŽďĞƌϮϬϮϰ ϯϬϲϴϮϴͲϬϬϭ
ƌŶĞŝůůZŽĂĚDŝǆĞĚhƐĞĞǀĞůŽƉŵĞŶƚ
ĂŵĂƌŝůůŽ͕ĂůŝĨŽƌŶŝĂ
(DUWK6\VWHPV
ƉƉƌŽǆŝŵĂƚĞ
^ŝƚĞ>ŽĐĂƚŝŽŶ ^ƉƌŝŶŐǀŝůůĞ&ĂƵůƚ
ƉƉƌŽǆŝŵĂƚĞ^ĐĂůĞ͗ϭΗсϮ͕ϬϬϬ͛
Ϭ Ϯ͕ϬϬϬ͛ ϰ͕ϬϬϬ͛
^
/^D/,ZKE
^DW
1 ƉƉƌŽǆŝŵĂƚĞ
^ŝƚĞ>ŽĐĂƚŝŽŶ
KĐƚŽďĞƌϮϬϮϰ ϯϬϲϴϮϴͲϬϬϭ
ƌŶĞŝůůZŽĂĚDŝǆĞĚhƐĞĞǀĞůŽƉŵĞŶƚ
ĂŵĂƌŝůůŽ͕ĂůŝĨŽƌŶŝĂ
(DUWK6\VWHPV
ƉƉƌŽǆŝŵĂƚĞ^ĐĂůĞ͗ϭΗсϮ͕ϬϬϬ͛
Ϭ Ϯ͕ϬϬϬ͛ ϰ͕ϬϬϬ͛
,/^dKZ/>,/','ZKhEtd
ZDW
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ƌŶĞŝůůZŽĂĚDŝǆĞĚhƐĞĞǀĞůŽƉŵĞŶƚ
ĂŵĂƌŝůůŽ͕ĂůŝĨŽƌŶŝĂ
(DUWK6\VWHPV
ƉƉƌŽǆŝŵĂƚĞ
^ŝƚĞ>ŽĐĂƚŝŽŶ

Zd,^z^d
D^W/&/
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Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 2 ends

3.7 5917 Olivas Park Drive, Suite F, Ventura, CA 93003
PHONE: (805) 642-6727 FAX: (805) 642-1325
LOGGED BY: A. Nikouei
UNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
BORING NO:B-1 DRILLING DATE:9/5/2024
PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger Earth Systems
OLDER ALLUVIUM: Light Brownish Gray fine to medium Sand, few Gravel, dense, moist
OLDER ALLUVIUM: Light Brownish Gray fine to medium Sand, trace Gravel, dense to very dense, moist
OLDER ALLUVIUM: Light Gray fine to medium Sand, trace to little Gravel, Cobble, dense to very dense, moist
OLDER ALLUVIUM: Light Brownish Gray mottled with Orange Brown fine to medium Sand, little to some Silt, few Gravel, medium dense, moist
35 15
0 5
10 Vertical DepthPENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASS 30 20
25 Sample Type
7/12/21
ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay, medium dense, dry to moist 115.7 9.1

6.2 115.9
11/18/25
11/14/16
12/18/28
21/24/42
22/32/44
33/50-5"
50-3"
41/50-5"
OLDER ALLUVIUM: Brown to Dark Yellowish Brown Silty fine Sand, little to some Clay, medium dense, dry to moist
OLDER ALLUVIUM: Brown to Yellowish Brown Silty Sand, little Clay, trace Gravel, medium dense, moist
125.6 10.6
124.3 8.8
111.5 4.7
113.9 8.3
107.6
OLDER ALLUVIUM: Brown Silty fine Sand, trace Clay, very dense, moist
SM/
ML
SM/
ML
SM
SM
SM
SP
SP
SP
OLDER ALLUVIUM: Light Brownish Gray Gravelly fine to medium Sand,very dense, moist SW
SM

4.3 107.9
PROJECT NAME: Arneill Road Mixed-Use Development
BORING LOCATION: Per Plan LOGGED BY: A. Nikouei Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 2 of 2 ends

117.2 12.3
114.3 15.9
115.1 8.4
75 65
50 55
60 Earth Systems
45 DESCRIPTION OF UNITS
40 Vertical DepthSYMBOLUSCS CLASS
70 PROJECT NUMBER: 306828-001
BORING NO:B-1 DRILLING DATE:9/5/2024
DRILL RIG: SIMCO
DRILLING METHOD: Hollow-Steam Auger
Total Depth: 51.5 feet
No Groundwater Encountered
34/50-5"
41/50-6"
13/31/50-5"
Sample Type
PENETRATION RESISTANCE (BLOWS/6")UNIT DRY WT. (pcf)
OLDER ALLUVIUM: Brown Silty fine Sand, trace Clay, very dense, moist
OLDER ALLUVIUM: Brown to Yellowish Brown fine Sandy Silt to Silty fine Sand, some Clay, hard, moist
SM
ML/
SM
MOISTURE CONTENT (%)
5917 Olivas Park Drive, Suite F, Ventura, CA 93003
PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

DRILL RIG: SIMCO
OLDER ALLUVIUM: Brown to Dark Yellowish Brown Silty fine Sand, little to some Clay, medium dense, dry to moist
Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:B-2 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay, loose, dry to moist
PROJECT NAME: Arneill Road Mixed-Use Development
32/50-5"
130.2 8.9
122.4 6.1
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
111.3 3.9
113.0 4.5
110.9 3.2
110.8 7.9
30 5
10 15
20 25
Total Depth: 26.5 feet
No Groundwater Encountered
18/21/21
10/13/12
13/24/28
19/24/34
28/35/50-5"
35 OLDER ALLUVIUM: Brown to Yellowish Brown Silty Sand, little Clay, trace to few Gravel, medium dense, moist
OLDER ALLUVIUM: Light Grayish Brown mottled with Orange Brown fine to medium Sand, cobble, trace to few Gravel, dense, moist 7/6/10
OLDER ALLUVIUM: Light Grayish Brown fine to medium Sand, very dense, moist
SM/
ML
SM
SM
SW
SW/
SP
106.4 3.7
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 2 ends

Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:B-3 DRILLING DATE:9/6/2024
PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO SM
SM
OLDER ALLUVIUM: Brown to Dark Yellowish Brown Silty fine Sand, some Clay, dense to dense, dry to moist
OLDER ALLUVIUM: Brown to Yellowish Brown Silty fine Sand, some Clay, medium dense, dry to moist
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%) 128.5 8.9
124.7
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry

DESCRIPTION OF UNITS
5 12/24/35 10.8
ARTIFICIAL FILL: Light Brownish Gray fine Silty Sand to Sandy Silt, 12/23/28 some Clay, very stiff, dry to moist
15 9/13/15
20 OLDER ALLUVIUM: Light Yellowish Brown fine to medium Sand, little to some Gravel, medium dense, moist
SP/
SW
13/16/15
10 15/12/15 OLDER ALLUVIUM: Yellowish Brown Silty fine Sand, trace Clay, medium dense, moist
118.0 8.9
108.8 4.8
108.5 3.9
103.0 8.6
50-6"
OLDER ALLUVIUM: Brown to Light Grayish Brown fine Sand, very dense, moist
OLDER ALLUVIUM: Light Grayish Brown to Light Yellowish Brown fine to medium Sand, little to some coarse Gravel, very dense, moist Note: at 37 feet a gravelly lense was encountered
25 21/50-5"
OLDER ALLUVIUM: Light Grayish Brown to Light Yellowish Brown fine to medium Sand, very dense, moist
30 23/50-5"
OLDER ALLUVIUM: Light Grayish Brown to Light Yellowish Brown fine to medium Sand, little Gravel, very dense, moist
SP/
SW
SP/
SW
SW
SP
106.4 6.0

99.2 3.8
117.3 6.2
23/40/50-5"
OLDER ALLUVIUM: Light Brownish Gray fine Sand, little medium Sand,very dense, moist
SM/
ML
SM/
ML
SM
SW
35 PROJECT NAME: Arneill Road Mixed-Use Development
BORING LOCATION: Per Plan LOGGED BY: A. Nikouei Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 2 of 2 ends

114.3 16.0
107.1 7.8
110.1 13.2
Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
60 65
70 75
50 25/43/44
Total Depth: 51.5 feet
No Groundwater Encountered
OLDER ALLUVIUM: Brown to Yellowish Brown fine Sandy Silt to Silty fine Sand, some Clay, hard, moist
45 16/41/50-5"
40 ML/
SM
UNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
55 50-6" OLDER ALLUVIUM: Brown to Light Grayish Brown fine Sand, very dense, moist
BORING NO:B-3 DRILLING DATE:9/6/2024
DRILL RIG: SIMCO
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger Vertical Depth Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASS
SP
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:B-4/IT-1 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
8/19/25
SM/
ML
SM/
ML
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay,medium dense to dense, dry to moist
ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
127.7
30 35
15 20
OLDER ALLUVIUM: Brown to Dark Yellowish Brown Clayey fine Sand, some Silt, medium dense, moist
OLDER ALLUVIUM: Light Brownish Gray mottled with Orange Brown fine to medium Sand, trace Gravel, medium dense, moist
Total Depth: 14.0 feet
No Groundwater Encountered
SC
SW

6.4 18/24/47 128.1 10.4
25 5
10 0
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:B-5/IT-5 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
No Groundwater Encountered
OLDER ALLUVIUM: Light Brownish Gray fine to medium Sand, medium dense, moist
Total Depth: 15.0 feet
20 25
35 5
10 15
ARTIFICIAL FILL: Grayish Brown Silty Sand, trace to little Clay, 28/28/28 organics, dense, dry to moist
18/24/47 OLDER ALLUVIUM: Brown to Orange Brown Clayey fine Sand, dense, moist
OLDER ALLUVIUM: Light Brownish Gray mottled with Orange Brown fine to medium Sand, trace Gravel, medium dense, moist SW SW
30 121.1 8.5
123.7 12.2
SM
SC
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:IT-2 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
25 30
5 10
15 SM/
ML
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay,medium dense, dry to moist
Total Depth: 3.0 feet
No Groundwater Encountered
35 20
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:IT-3 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
20 5
10 15
SM
SW
ARTIFICIAL FILL: Brown Silty fine Sand to fine Sandy Silt, some Clay,medium dense, dry to moist
OLDER ALLUVIUM: Brown to Orange Brown Clayey fine Sand, dense, moist
SM/
ML
SC
25 35
30 OLDER ALLUVIUM: Brown to Orange Brown Silty fine Sand, some Clay, medium dense, moist
OLDER ALLUVIUM: Light Grayish Brown mottled with Orange Brown fine to medium Sand, medium dense, moist
Total Depth: 14.0 feet
No Groundwater Encountered
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:IT-4 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 30
5 10
15 20
25 35
ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
Total Depth: 3.0 feet
No Groundwater Encountered
SM/
ML
BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

Page 1 of 1 ends

PROJECT NAME: Arneill Road Mixed-Use Development DRILL RIG: SIMCO Earth Systems 5917 Olivas Park Drive, Suite F, Ventura, CA 93003 PHONE: (805) 642-6727 FAX: (805) 642-1325
BORING NO:IT-6 DRILLING DATE:9/5/2024
PROJECT NUMBER: 306828-001 DRILLING METHOD: Hollow-Steam Auger LOGGED BY: A. Nikouei
Vertical Depth
Sample Type
PENETRATION RESISTANCE (BLOWS/6")SYMBOLUSCS CLASSUNIT DRY WT. (pcf)MOISTURE CONTENT (%)

DESCRIPTION OF UNITS
0 ARTIFICIAL FILL: Dark Brown Silty fine Sand to fine Sandy Silt, little to some Clay, organics, loose, dry
SM/
ML
30 5
10 15
SM
25 Total Depth: 4.0 feet
No Groundwater Encountered
ARTIFICIAL FILL: Grayish Brown Silty Sand, trace to little Clay, dense, dry to moist
35 20
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͘ ^ĞƚƚůĞŵĞŶƚ ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ ǁĞƌĞ ĚĞǀĞůŽƉĞĚ ĨƌŽŵ ƚŚĞ ƌĞƐƵůƚƐ ŽĨ Ă ŽŶĞͲĚŝŵĞŶƐŝŽŶĂů ĐŽŶƐŽůŝĚĂƚŝŽŶͬŚǇĚƌŽĐŽůůĂƉƐĞ ƚĞƐƚ ƉĞƌĨŽƌŵĞĚ ŝŶ ŐĞŶĞƌĂů ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ^dD Ϯϰϯϱ͘ dŚĞƐĂŵƉůĞǁĂƐŝŶĐƌĞŵĞŶƚĂůůǇůŽĂĚĞĚƚŽŝƚƐĂƉƉƌŽǆŝŵĂƚĞŽǀĞƌďƵƌĚĞŶƉƌĞƐƐƵƌĞĂŶĚƚŚĞŶ ĨůŽŽĚĞĚǁŝƚŚǁĂƚĞƌ͘ĨƚĞƌŵŽŶŝƚŽƌŝŶŐĨŽƌĐŽůůĂƉƐĞ͕ƚŚĞƐĂŵƉůĞǁĂƐŝŶĐƌĞŵĞŶƚĂůůǇůŽĂĚĞĚ ƵƉƚŽϴŬƐĨ͘dŚĞƐĂŵƉůĞǁĂƐĂůůŽǁĞĚƚŽĐŽŶƐŽůŝĚĂƚĞƵŶĚĞƌĞĂĐŚůŽĂĚŝŶĐƌĞŵĞŶƚ͘ZĞďŽƵŶĚ ǁĂƐ ŵĞĂƐƵƌĞĚ ƵŶĚĞƌ ƌĞǀĞƌƐĞ ĂůƚĞƌŶĂƚĞ ůŽĂĚŝŶŐ͘ ŽŵƉƌĞƐƐŝŽŶ ǁĂƐ ŵĞĂƐƵƌĞĚ ďǇ ĚŝĂů ŐĂƵŐĞƐĂĐĐƵƌĂƚĞƚŽϬ͘ϬϬϬϭŝŶĐŚ͘ZĞƐƵůƚƐŽĨƚŚĞĐŽŶƐŽůŝĚĂƚŝŽŶƚĞƐƚƐĂƌĞƉƌĞƐĞŶƚĞĚŝŶƚŚŝƐ ƉƉĞŶĚŝǆŝŶƚŚĞĨŽƌŵŽĨƉĞƌĐĞŶƚĐŽŶƐŽůŝĚĂƚŝŽŶǀĞƌƐƵƐůŽŐŽĨƉƌĞƐƐƵƌĞĐƵƌǀĞƐ͘ &͘ Ŷ ĞǆƉĂŶƐŝŽŶ ŝŶĚĞǆ ƚĞƐƚ ǁĂƐ ƉĞƌĨŽƌŵĞĚ ŽŶ Ă ďƵůŬ ƐŽŝů ƐĂŵƉůĞ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ^dDϰϴϮϵ͘ dŚĞ ƐĂŵƉůĞ ǁĂƐ ƐƵƌĐŚĂƌŐĞĚ ƵŶĚĞƌ ϭϰϰƉŽƵŶĚƐ ƉĞƌ ƐƋƵĂƌĞ ĨŽŽƚ Ăƚ ŵŽŝƐƚƵƌĞ ĐŽŶƚĞŶƚ ŽĨ ŶĞĂƌ ϱϬ ƉĞƌĐĞŶƚ ƐĂƚƵƌĂƚŝŽŶ͘ dŚĞ ƐĂŵƉůĞ ǁĂƐ ƚŚĞŶ ƐƵďŵĞƌŐĞĚ ŝŶ ǁĂƚĞƌĨŽƌϮϰŚŽƵƌƐ͕ĂŶĚƚŚĞĂŵŽƵŶƚŽĨĞǆƉĂŶƐŝŽŶǁĂƐƌĞĐŽƌĚĞĚǁŝƚŚĂĚŝĂůŝŶĚŝĐĂƚŽƌ͘ '͘ ZĞƐŝƐƚĂŶĐĞ ;ΗZΗͿsĂůƵĞƚĞƐƚǁĂƐĐŽŶĚƵĐƚĞĚŽŶĂďƵůŬƐĂŵƉůĞƐĞĐƵƌĞĚĚƵƌŝŶŐƚŚĞĨŝĞůĚ ƐƚƵĚǇ͘ dŚĞ ƚĞƐƚ ǁĂƐ ƉĞƌĨŽƌŵĞĚ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ĂůŝĨŽƌŶŝĂ DĞƚŚŽĚ ϯϬϭ͘ dŚƌĞĞ ƐƉĞĐŝŵĞŶƐ Ăƚ ĚŝĨĨĞƌĞŶƚ ŵŽŝƐƚƵƌĞ ĐŽŶƚĞŶƚƐ ǁĞƌĞ ƚĞƐƚĞĚ͕ ĂŶĚ ƚŚĞ ZͲsĂůƵĞ Ăƚ ϯϬϬ ƉƐŝ ĞǆƵĚĂƚŝŽŶƉƌĞƐƐƵƌĞǁĂƐĚĞƚĞƌŵŝŶĞĚĨƌŽŵƚŚĞƉůŽƚƚĞĚƌĞƐƵůƚƐ͘ ,͘ ƉŽƌƚŝŽŶ ŽĨ ƚŚĞ ďƵůŬ ƐĂŵƉůĞ ǁĂƐ ƐĞŶƚ ƚŽ ĂŶŽƚŚĞƌ ůĂďŽƌĂƚŽƌǇ ĨŽƌ ĂŶĂůǇƐĞƐ ŽĨ ƐŽŝů Ɖ,͕ ƌĞƐŝƐƚŝǀŝƚǇ͕ĐŚůŽƌŝĚĞĐŽŶƚĞŶƚƐ͕ĂŶĚƐƵůĨĂƚĞĐŽŶƚĞŶƚƐ͘^ŽůƵďůĞĐŚůŽƌŝĚĞĂŶĚƐƵůĨĂƚĞĐŽŶƚĞŶƚƐ ǁĞƌĞĚĞƚĞƌŵŝŶĞĚŽŶĂĚƌǇǁĞŝŐŚƚďĂƐŝƐ͘ZĞƐŝƐƚŝǀŝƚǇƚĞƐƚŝŶŐǁĂƐƉĞƌĨŽƌŵĞĚŝŶĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚĂůŝĨŽƌŶŝĂdĞƐƚDĞƚŚŽĚϰϮϰ͕ǁŚĞƌĞŝŶƚŚĞƌĂƚŝŽŽĨƐŽŝůƚŽǁĂƚĞƌǁĂƐϭ͗ϯ͘

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File Number: 306828-001 Lab Number: 098781
MAXIMUM DENSITY / OPTIMUM MOISTURE ASTM D 1557-12 (Modified) Job Name: Arneill Road Mixed Use Development Procedure Used: A Sample ID: B 3 @ 0-5' Prep. Method: Moist
Date: 10/2/2024 Rammer Type: Automatic
Description: Dark Yellowish Brown Silty Sand
Sieve Size % Retained
Maximum Density: 130 pcf 3/4" 0.0
Optimum Moisture: 8.5% 3/8" 0.0
#4 4.5
90 95
100
105
110
115
120
125
130
135
140
145
150
0 5 10 15 20 25 30
Dry Density, pcf
Moisture Content, percent
<----- Zero Air Voids Lines,
sg =2.65, 2,70, 2,75

EARTH SYSTEMS
DIRECT SHEAR DATA*
Sample Location: B 3 @ 0-5'
Sample Description: Silty Sand
Dry Density (pcf): 115.9
Intial % Moisture: 8.3
Average Degree of Saturation: 89.9
Shear Rate (in/min): 0.005 in/min
Normal stress (psf) 1000 2000 3000
Peak stress (psf) 828 1380 1992
Ultimate stress (psf) 780 1284 1944
Peak Ultimate
 Angle of Friction (degrees): 30 30
c Cohesive Strength (psf): 230 170
Test Type: Peak & Ultimate
* Test Method: ASTM D-3080 10/18/2024 306828-001
Note: Sample specimens were initially saturated before
testing by partially immersing the specimens in water for about 24 hours while the specimens were restrained from swelling. Initial saturation was not performed in the direct shear machine, and is not prescribed by ASTM D 3080.

DIRECT SHEAR TEST
Arneill Road Mixed use Development
0 500
1000
1500
2000
2500
0 500 1000 1500 2000 2500 3000 3500
Shearing Stress (psf)
Normal Stress (psf)
Peak
Ultimate
Linear (Peak)
Linear (Ultimate)
0 500
1000
1500
2000
2500

0.00 0.05 0.10 0.15 0.20 0.25 0.30
Shearing Stress (psf)
Horizontal Displacement (in.)
1000 2000 3000
CONSOLIDATION TEST ASTM D 2435-90 & D5333
Arneill Road Mixed Use Development Initial Dry Density: 124.2 pcf B 1 @ 7.5' Initial Moisture, %: 8.8%
SM Specific Gravity: 2.67 (assume
Ring Sample Initial Void Ratio: 0.342
-11
-10
-9
-8
-7
-6
-5
-4
-3
-2
-1
0 1
2 0.1 1.0 10.0 100.0
Percent Change in Height
Vertical Effective Stress, ksf
% Change in Height vs Normal Presssure Diagram
Before Saturation Hydrocollapse After Saturation
Rebound Trend Poly. (After Saturation)
Earth Systems Pacific
CONSOLIDATION TEST ASTM D 2435-90
Arneill Road Mixed Use Development Initial Dry Density: 124.2 B 1 @ 7.5' Initial Moisture, %: 8.8
SM Specific Gravity: 2.67 (assume
Ring Sample Initial Void Ratio: 0.342

0.240

0.260

0.280

0.300

0.320

0.340

0.360

0.1 1.0 10.0 100.0
Void Ratio
Vertical Effective Stress, ksf
Void Ratio vs Normal Presssure Diagram
Before Saturation Hydrocollapse After Saturation
Rebound Trend Poly. (After Saturation)
Earth Systems Pacific
File No.: 306828-001
EXPANSION INDEX ASTM D-4829, UBC 18-2
Job Name: Arneill Road Mixed use Development
Sample ID: B 3 @ 0-5'
Soil Description: SM
Initial Moisture, %: 8.3
Initial Compacted Dry Density, pcf: 115.4
Initial Saturation, %: 49
Final Moisture, %: 21.7
Volumetric Swell, %: 0.0
Expansion Index: 0 Very Low
EI UBC Classification
0-20 Very Low
21-50 Low
51-90 Medium
91-130 High
130+ Very High
File No.: 306828-001
JOB NAME: Arneill Rd Mixed Use Development
SAMPLE I. D.: T-1 @ 0-5'
SOIL DESCRIPTION: Brown Silty Sand

SPECIMEN NUMBER DEF
EXUDATION PRESSURE 512 344 229
RESISTANCE VALUE 60.9 55.3 51.2
EXPANSION DIAL(0.0001") 000
EXPANSION PRESSURE (PSF) 0.0 0.0 0.0
% MOISTURE AT TEST 9.6 10.3 11.0
DRY DENSITY AT TEST 126.8 126.1 124.7
R-VALUE @ 300 PSI EXUDATION 54
*Based on Traffic Index = 8.00 & Gravel Factor = 1.34
October 11, 2024

0.0 20.0

40.0 60.0

80.0 100.0
800 700 600 500 400 300 200 100
R-Value
Exudation Pressure

EXUDATION PRESSURE CHART

EARTH SYSTEMS PACIFIC

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Arneill Road Mixed Use Development 306828-001
Upper Lower Avg Avg Avg Trace Mean
Seis. Seis. Dip Dip Rake Length Fault Mean Return Slip
Fault Section Name Depth Depth Angle Direction Type Mag Interval Rate (miles) (km) (km) (km) (deg.) (deg.) (deg.) (km) (years) (mm/yr) Simi-Santa Rosa FM3.1, 3.2 1.5 2.4 1.0 12.1 60 346 30 39 B 6.8 1 Oak Ridge (Onshore) FM3.1, 3.2 6.5 10.4 1.0 19.4 65 159 90 50 B 7.3 4 Ventura-Pitas Point FM3.1, 3.2 9.3 15.0 1.0 15.0 64 353 60 59 B 6.9 1 Malibu Coast (Extension), alt 1, FM3.1 11.2 18.1 0.0 7.8 74 4 30 35 B' 6.5 Malibu Coast (Extension), alt 2 FM3.2 11.2 18.1 0.0 16.6 74 4 30 35 B' 6.9 Malibu Coast, alt 1, FM3.1 13.4 21.5 0.0 7.8 75 3 30 38 B 6.6 0.3 Malibu Coast, alt 2 FM3.2 13.4 21.5 0.0 16.6 74 3 30 38 B 6.9 0.3 Oak Ridge (Offshore) FM3.2 13.6 21.8 0.0 7.9 32 180 90 38 B 7.0 3 San Cayetano FM3.1, 3.2 14.1 22.6 0.0 16.0 42 3 90 42 B 7.2 6 Sisar FM3.1, 3.2 15.1 24.3 0.0 17.4 29 168 na 20 B' 7.0 Anacapa-Dume, alt 1, FM3.1 17.1 27.6 0.0 15.5 45 354 60 51 B 7.2 3 Anacapa-Dume, alt 2, FM3.2 17.1 27.6 1.2 11.4 41 352 60 65 B 7.2 3 Red Mountain FM3.1, 3.2 17.2 27.7 0.0 14.1 56 2 90 101 B 7.4 2 Santa Susana, alt 1, FM3.1 18.3 29.4 0.0 16.3 55 9 90 27 B 6.8 5 Mission Ridge-Arroyo Parida-Santa Ana FM3.1, 3 18.5 29.7 0.0 7.6 70 176 90 69 B 7.1 0.4 Channel Islands Thrust FM3.1, 3.2 18.5 29.8 5.0 12.3 20 354 90 59 B 7.3 1.5 Santa Susana, alt 2 FM3.2 18.6 29.9 0.0 10.6 53 10 90 43 B' 6.8 Northridge Hills FM3.1, 3.2 19.8 31.9 0.0 14.9 31 19 90 25 B' 7.0 Santa Cruz Island FM3.1, 3.2 20.6 33.2 0.0 13.3 90 188 30 69 B 7.1 1 Del Valle FM3.1, 3.2 21.8 35.1 0.0 18.8 73 195 90 9 B' 6.3 Holser, alt 1, FM 3.1 22.2 35.8 0.0 18.6 58 187 90 20 B 6.7 0.4 Holser, alt 2 FM3.2 22.2 35.8 0.0 18.5 58 182 90 17 B' 6.7 Santa Ynez (East) FM3.1, 3.2 22.7 36.5 0.0 13.3 70 172 0 68 B 7.2 2 North Channel FM3.2 23.1 37.2 1.1 4.5 26 10 90 51 B 6.7 1 Northridge FM3.1, 3.2 23.1 37.2 7.4 16.8 35 201 90 33 B 6.8 1.5 Channel Islands Western Deep Ramp FM3.1, 3.2 23.4 37.7 4.8 12.5 21 204 90 62 B' 7.3 San Pedro Basin FM3.1, 3.2 23.7 38.1 0.8 12.3 88 51 na 69 B' 7.0 Pine Mtn FM3.1, 3.2 24.8 39.9 0.0 16.3 45 5 na 62 B' 7.3 Santa Monica Bay FM3.1, 3.2 24.9 40.0 2.3 18.0 20 44 na 17 B' 7.0 Pitas Point (Lower)-Montalvo, FM3.1 25.3 40.7 0.4 12.7 16 359 90 30 B 7.3 2.5 Mission Hills FM3.1, 3.2 27.7 44.6 0.0 14.5 55 na na 13 B' 6.5 Compton FM3.1, 3.2 28.0 45.1 5.2 15.6 20 34 90 65 B' 7.5 Santa Cruz Catalina Ridge alt 1, FM3.1 29.2 47.1 0.0 11.0 90 na na 114 B' 7.2 Santa Cruz Catalina Ridge Alt2 FM3.2 29.2 47.1 0.0 11.0 90 38 na 137 B' 7.3 San Gabriel FM3.1, 3.2 30.4 48.8 0.0 14.7 61 39 180 71 B 7.3 1 Santa Monica, alt 1, FM3.1 30.5 49.1 0.0 17.9 75 343 30 14 B 6.5 1 San Pedro Escarpment FM3.1, 3.2 30.8 49.6 1.0 16.0 17 38 na 27 B' 7.3 Santa Monica, alt 2 FM3.2 31.0 49.9 0.0 11.6 50 338 30 28 B 6.7 1 Santa Susana East (connector) FM3.1, 3.2 31.8 51.2 0.0 16.3 55 na na 8 B' 6.3 Pitas Point (Upper) FM3.2 31.8 51.2 1.4 10.0 42 15 90 35 B 6.8 1 Reference: USGS OFR 2013-1165 (CGS SP 228) Based on Site Coordinates of 34.21905 Latitude, -119.03866 Longitude Distance
Fault Parameters
Mean Magnitude for Type A Faults based on 0.1 weight for unsegmented section, 0.9 weight for segmented model (weighted by probability of each scenario with section listed as given on Table 3 of Appendix G in OFR 2008-1437). Mean magnitude is average of Ellworths-B and Hanks & Bakun moment area relationship.

EARTH SYSTEMS PACIFIC 9/10/2024

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Project Name 4.5
Project Number 14.1
Test Hole No. 2.00

2.38 Tester 1.0
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 4.00 13.10 15.10 24.00 0.00 24.00 360.00 56.84 24.48
2 4.00 13.10 15.10 24.00 0.00 24.00 360.00 56.84 24.48
3 4.33 13.10 15.10 24.00 0.00 24.00 332.56 52.51 22.62
4 4.67 13.10 15.10 24.00 0.00 24.00 308.35 48.69 20.97
5 4.85 13.10 15.10 24.00 0.00 24.00 296.91 46.88 20.19
6 5.33 13.10 15.10 24.00 0.00 24.00 270.17 42.66 18.37
7 5.67 13.10 15.10 24.00 0.00 24.00 253.97 40.10 17.27
8 6.75 13.10 15.10 24.00 0.00 24.00 213.33 33.68 14.51
9 6.99 13.10 15.10 24.00 0.00 24.00 206.01 32.53 14.01
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25

INFILTRATION RATE BY THE BOREHOLE PERCOLATION TEST METHOD This workbook calculates an adjusted infiltration rate from a borehole percolation test. The percolation rate is adjusted for sidewall area according to the Porchet method, and then re-adjusted for the effect of the gravel placed in annulus between the borehole wall and a pipe placed in the borehole by a method presented in Caltrans Test 750.

Pipe Stick-Up (feet)
Factor of Safety (FOS), F
Porosity Correction Factor, C
Arneill Road Mixed Use Development
306828-001
IT-1
Amir Nikouei
9/9/2024
9/9/2024
Total Depth of Test Hole, DT (feet)
Test Hole Radius, r (inches)
Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Porosity of Gravel, n
Project Name 4.5
Project Number 3.1
Test Hole No. 2.00

2.38 Tester 2.0
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 60.00 3.10 4.72 24.00 4.56 19.44 19.44 2.65 1.14
2 60.00 3.10 4.69 24.00 4.92 19.08 19.08 2.57 1.11
3 60.00 3.10 4.69 24.00 4.92 19.08 19.08 2.57 1.11
4 60.00 3.10 4.70 24.00 4.80 19.20 19.20 2.59 1.12
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-2 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)
Project Name 4.5
Project Number 13.8
Test Hole No. 2.00

2.38 Tester 1.3
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 1.88 13.05 15.05 24.00 0.00 24.00 765.96 120.94 52.09 2 2.07 13.05 15.05 24.00 0.00 24.00 695.65 109.84 47.31 3 2.48 13.05 15.05 24.00 0.00 24.00 580.65 91.68 39.49
4 2.45 13.05 15.05 24.00 0.00 24.00 587.76 92.80 39.97
5 2.95 13.05 15.05 24.00 0.00 24.00 488.14 77.07 33.20
6 3.20 13.05 15.05 24.00 0.00 24.00 450.00 71.05 30.60
7 3.43 13.05 15.05 24.00 0.00 24.00 419.83 66.29 28.55
8 4.27 13.05 15.05 24.00 0.00 24.00 337.24 53.25 22.93
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-3 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)
Project Name 4.5
Project Number 3.2
Test Hole No. 2.00

2.38 Tester 1.9
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 60.00 3.05 3.96 24.00 13.08 10.92 10.92 1.18 0.51
2 60.00 3.05 3.96 24.00 13.08 10.92 10.92 1.18 0.51
3 60.00 3.05 3.94 24.00 13.32 10.68 10.68 1.15 0.49
4 60.00 3.05 3.95 24.00 13.20 10.80 10.80 1.17 0.50
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-4 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)
Project Name 4.5
Project Number 14.9
Test Hole No. 2.00

2.38 Tester 0.3
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 1.00 13.10 15.10 24.00 0.00 24.00 1440.00 227.37 97.93 2 1.00 13.10 15.10 24.00 0.00 24.00 1440.00 227.37 97.93 3 1.00 13.10 15.10 24.00 0.00 24.00 1440.00 227.37 97.93 4 1.00 13.10 15.10 24.00 0.00 24.00 1440.00 227.37 97.93 5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-5 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)
Project Name 4.5
Project Number 3.8
Test Hole No. 2.00

2.38 Tester 1.0
Pre-Soak Date 0.41
Test Date 0.43
N/A
Interval No.

Delta Time,
ȴt (min.)
Initial Depth
to Water
from TOP,
Do (ft.)
Final Depth
to Water
from TOP,
Df (ft.)
Initial Water
Height, Ho
(in.)
Final Water
Height, Hf (in.)
Change in
Water
Height, ȴH
(in.)
Perc Rate,
(in/hr)
Infiltration
Rate (in./hr.)
Corrected
Infiltration Rate
(in/hr)
1 60.00 2.80 3.75 24.00 12.60 11.40 11.40 1.25 0.54
2 60.00 2.80 3.68 24.00 13.44 10.56 10.56 1.13 0.49
3 60.00 2.80 3.63 24.00 14.04 9.96 9.96 1.05 0.45
4 60.00 2.80 3.62 24.00 14.16 9.84 9.84 1.04 0.45
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 9/9/2024 Porosity of Gravel, n
9/9/2024 Porosity Correction Factor, C
Factor of Safety (FOS), F
IT-6 Inside Diameter of Pipe, I (inches)
Outside Diameter of Pipe, O (inches)
Amir Nikouei Pipe Stick-Up (feet)

Arneill Road Mixed Use Development Test Hole Radius, r (inches) 306828-001 Total Depth of Test Hole, DT (feet)

VENTURA COUNTYWIDE STORMWATER QUALITY MANAGEMENT PROGRAM

CITY OF CAMARILLO
Last Revised 10-8-21 Page 1 of 14
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Private Projects\SWPCP Projects Subject to PCSMP 9-28-21.docx Approved by: __________________________________________ City of Camarillo Stormwater Program Manager

Date: _________________________________________________

STORMWATER

POLLUTION

CONTROL
PLAN
(For Private Development Projects Disturbing less than 1 acre and are subject to Board Order 2010-0108 “Post Construction Stormwater Quality Retention Requirements & PCSMP”) SWPCP No. ___________
Project Name: __________________________________________ Project Information
Tract: IPD/CPD/CUP/SUP:

Location: APN:

Amount of Impervious Surface area that is replaced, added, or created _____________(Sq.Ft.)
General Description:

Project Contractor Responsible for SWPCP Implementation: ____________________________ Name/Phone #
Construction Start Date: ___________________________
Construction Completion Date: ___________________________ SWPCP Prepared by: ____________________________________________________________ Name, Title
____________________________________________________________ Company Name & Phone #

Date: __________________________________
2024-21
Arneill Road Mixed-Use Development
CUP-400
162-0-012-210, -280, -290, -300, -310
Robert Camacho, Principal
RRM Design Group
02/07/2025
March 2025
December 2025
East of Arneill Road between Barry
Street and Lomita Street
This is a mixed-use project consisting of 9 residential units and 500 sf of commercial space.

The post construction controls to be implemented on-site are a bioretention basin, multiple vegetated swales, permeable pavers, two planters with downspout drains and filters, multiple roof/deck drains with downspot filters, a storm drain inlet with a full trash capture device and an on-site storm drain pipe system. 11,450
Michal Cepak, (805) 388-5367

VENTURA COUNTYWIDE STORMWATER QUALITY MANAGEMENT PROGRAM

CITY OF CAMARILLO
Last Revised 10-8-21 Page 2 of 14
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Private Projects\SWPCP Projects Subject to PCSMP 9-28-21.docx

REQUIREMENTS
FOR A

STORMWATER POLLUTION CONTROL PLAN
Prior to the issuance of any construction/grading permit and/or the commencement of any clearing, grading or excavation, owners of projects with construction activities that require a grading permit and disturb less than 1 acre of soil shall prepare and submit a Stormwater Pollution Control Plan (SWPCP), on the form provided herein, for the review and approval of the City Engineer. If the project disturbs one acre or more of soil or is part of a larger common plan of development, the city will require a Local SWPPP and coverage under the State General Construction NPDES Permit.

The purpose of the SWPCP is to identify potential pollutant sources that may affect the quality of discharges and to design the use and placement of Best Management Practices (BMPs) to effectively prohibit the entry of pollutants from the construction site into the storm drain system during construction. Erosion and sediment source control BMPs should be considered for both active and inactive (previously disturbed) construction areas. BMPs for wind erosion and dust control are also included. The SWPCP may require modification as the project progresses and as conditions warrant.

The SWPCP shall be developed and implemented in accordance with the Waste Discharge Requirements and National Pollutant Discharge Elimination System (NPDES) Permit for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles and Ventura Counties, Permit No. CAS004004, Board Order R4-2021-0105, and any other requirements established by the City of Camarillo.

The applicant/owner is responsible for ensuring that all project contractors and subcontractors implement all applicable BMPs.

This project was required to submit and receive Public Works Dept. approval of a PostConstruction Stormwater Management Plan (PCSMP) which addresses the postconstruction stormwater quality mitigation requirements and implementation measures. A Copy of the PCSMP must be included in Attachment 3 of this document.

VENTURA COUNTYWIDE STORMWATER QUALITY MANAGEMENT PROGRAM

CITY OF CAMARILLO
Last Revised 10-8-21 Page 3 of 14
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Private Projects\SWPCP Projects Subject to PCSMP 9-28-21.docx

STORMWATER POLLUTION CONTROL PLAN
Definitions:

SWPCP - Stormwater Pollution Control Plan
BMP - Best Management Practice
This Stormwater Pollution Control Plan and BMP references are from the California Stormwater Best Management Practice Handbooks (Construction, Municipal, New Development & Redevelopment, and Industrial). The handbooks may be obtained from the California Stormwater Quality Association (CASQA) at www.cabmphandbooks.com or www.casqa.org .

Responsible Party Information
Project Owner/Developer:

Mailing Address:

City: State: Zip: Phone:

Consulting Engineer:

Mailing Address:

City: State: Zip: Phone:

Owner’s/Developer’s Authorized Representative:

Phone:

Estimated Start Date of Project:

Estimated Finish Date of Project:

City of Camarillo
601 Carmen Drive Camarillo, CA 93010
Camarillo CA 93010 805-388-5300
RRM Design Group, Robert Camacho
3765 S Higuera Street
San Luis Obispo CA 93401 805-543-1794
City of Camarillo, Michal Cepak
(805) 388-5367
March 2025
December 2025
Last Revised 10-8-21 Page 4 of 14
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Private Projects\SWPCP Projects Subject to PCSMP 9-28-21.docx Site Map Requirements
In addition to proposed construction plans, provide the following information, if applicable. x Parcel Size = __________ acres
Note: Before a grading permit is issued, the City of Camarillo will require proof of receipt of a Notice of Intent for the State National Pollutant Discharge Elimination System General Construction Permit for all construction projects that have a parcel size of one acre or more or that are less than one acre but the site is part of a larger common area of development or sale. x Boundary of construction site: construction area = __________ acres. x Existing paved areas and buildings.
x Areas of existing vegetation to be protected/preserved. x Areas where it is known that toxic materials have been stored, disposed, spilled, or leaked onto the construction site.
x Affected water courses, lakes, wetlands, springs, and wells. x Watershed boundary of offsite areas that drain into construction site. x Boundary of drainage area where stormwater leaves property. x Areas of soil disturbance and locations of potential soil erosion areas requiring BMPs during construction.
x Areas of cut and fill.
x Drainage patterns and slopes anticipated after major grading activities. x Locations of existing storm drain facilities.

Types and locations of stormwater structures, controls, and/or BMPs that will be built/utilized to control stormwater pollution during construction. Provide a brief description of BMPs selected and, if appropriate, attach modified fact sheets or additional information.
x Construction and erosion control material storage areas. x Temporary stockpile and construction waste storage areas. x Construction vehicle storage and service areas.

The above information should be updated as needed to meet evolving construction conditions.

0.36 0.43
See attached Stormwater Management Plan and Stormwater BMP's and Site Plan Exhibit. Aslo refer to Submitted Off-Site/On-site Improvement Plans
Last Revised 10-8-21 Page 5 of 14
F:\Departments\Storm Water\forms\SWPCP\Current Templates\Private Projects\SWPCP Projects Subject to PCSMP 9-28-21.docx Inventory of Contractor’s Activities and Special Conditions

1. Describe construction materials, equipment, and vehicles that will be used onsite.

2. Describe the existing soil and source description of fill material (reference or attach soils report).

3. Provide a description of special site conditions that may contribute pollutants to all discharges and how they are to be controlled.

4. Describe stormwater structures/controls on the site prior to construction and how these structures/controls will be integrated into the SWPCP to reduce sediment and other pollutants in all discharges.

5. Provide the sequence for implementation or installation or proposed BMPs.

6. List waters, other than stormwater, which will flow from the site during dry weather, the approximate amount of flow, and methods for preventing or treating these dry weather flows.

7. Hillside or Construction Discharging Directly to Sediment Impaired Waterbody – Contractor shall implement enhanced BMPs on sites located on a hillsides (contains slopes that are 20% or greater) or that discharge directly to Conejo Creek, Calleguas Creek, or Revolon Slough/Beardsley Wash. For a list of enhanced BMPs see Table 9 in Part 4.F.4 in the Ventura County Municipal Stormwater Permit (Order No. 2010-0108); these BMPs are identified in p. 6-8 herein. In addition to enhanced BMPs, these types of sites must be inspected by a qualified SWPPP Practitioner or Developer or a Certified Professional in Erosion and Sediment Control (CPESC) at least weekly during the wet season and once each 24 hour period during a storm event that generates runoff from the site to identify BMPs that need maintenance to operate effectively, that have failed or could fail to operate as intended.

Attach sheets if additional space is required.

Construction materials are: Vehicles, Portable Tolilets, Paving/Curb and Gutter Materials, Concrete/Masonry, Utility Line Materials, Framing/Carpentry Materials, Paint, Soil, Planting/Vegetationt.

The site falls at approximately 2% from the southeast corner (high point) to the northwest.The soil type is GaA - Garretson Loam; Hydrolic Soil Group: B; Ventura Soil Number: 5; Refer to attached Geotechnical Report.

Site contributions to pollutants are: Vehicular Usage, Grading Activities, Usage of Portable Tolilets, Paving Operations/Curb and Gutters, Concrete/Masonry, Utility Line Testing and Flushing, Framing/Carpentry, Painting, Soil Preparation/Amendments, Planting/Vegetation Management, Seeding. To be controlled via regular maintenance.

There are no stormwater controls existing on site, but the site is primarily self-treating vegetation.

N/A
N/A
See attached Stormwater BMP's and Site Plan Exhibit. Refer to Demolition Notes on General Notes Plan Number C-1.1 and Existing Conditions/Demolition Plan Number C-2.1 in Civil planset for existing conditions to remain or to be removed. BMP's identified in Erosion Control Plan will be applied to demolition and construction work.

Last Revised 10-8-21 Page 6 of 14
Monitoring, Inspection, and Maintenance Requirements for Construction BMPs

1. Implement maintenance/repair efforts to ensure that the required BMPs are in good and effective condition. (A maintenance/repair plan is attached? Yes No See pages 10-11 of SWPCP.)

2. Train all site personnel responsible for installing, inspecting, and maintaining BMPs: SC-14. (Training program/material attached? Yes No)

3. Keep records and document the following efforts on Inspection form (Attachment 1). x annual inspection
x pre-storm inspection
x post-storm inspection
Construction Best Management Practices – BMPs
Complete the following charts. The BMPs listed may be used if applicable or adequate. Additional BMPs may apply. Please do not attach the BMP Fact Sheets referenced from the California Stormwater BMP Handbooks to the city’s copy of the SWPCP; however, the BMP Fact Sheets must be attached to the SWPCP that is kept at the construction site. BMPs can be downloaded from the California Stormwater Handbooks at www.cabmphandbooks.com.
.

BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
(*Required Enhanced BMPs for High Risk Sites
See #7 – p. 5)
Use BMP
Yes No (If no, state reason)
Erosion Control BMPs
EC-1* Scheduling
EC-2* Preservation of Existing Vegetation
EC-3* Hydraulic Mulch
EC-4* Hydroseeding
EC-5* Soil Binders
EC-6* Straw Mulch
EC-7* Geotextiles & Mats
EC-8* Wood Mulching
EC-9 Earth Dikes & Drainage Swales
EC-10 Velocity Dissipation Devices
EC-11* Slope Drains
EC-12 Stream bank Stabilization
EC-14 Compost Blankets
EC-15 Soil Preparation/Roughening
EC-16 Non-Vegetative Stabilization
Yes
No
No
Entire Site is proposed to be disturbed,
graded, and improved.

Vegetated Swales for conveyance only
No stream on project
No
No
No
No
No
No
Yes
No
No
No
Yes
Yes
Not enough landscaping area with
significant slope for this to be necessary
Not enough landscaping area with
significant slope for this to be necessary
Not enough landscaping area for this to
be necessary
Not enough landscaping area with
significant slope for this to be necessary
Not enough landscaping area for this to
be necessary
Not enough landscaping area with
significant slope for this to be necessary
No stream on project
Not enough landscaping area with for
this to be necessary
Entire Site is proposed to be disturbed,
graded, and improved.

Entire Site is proposed to be disturbed,
graded, and improved.

Last Revised 10-8-21 Page 7 of 14
BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
(*Required Enhanced BMPs for High Risk Sites
See #7 – p. 5)
Use BMP
Yes No (If no, state reason)
Temporary Sediment Control BMPs
SE-1* Silt Fence
SE-2* Sediment Basin
SE-3 Sediment Trap
SE-4* Check Dam
SE-5* Fiber Rolls
SE-6* Gravel Bag Berm
SE-7* Street Sweeping & Vacuuming
SE-8* Sandbag Barrier
SE-9 Straw Bale Barrier
SE-10* Storm Drain Inlet Protection
SE-11 Active Treatment Systems
SE-12 Temporary Silt Dike
SE-13 Compost Socks & Berms
SE-14 Biofilter Bags
Wind Erosion Control BMPs
WE-1* Wind Erosion Control
Temporary Tracking Control BMPs
TC-1* Stabilized Construction
Entrance/Exit
TC-2* Stabilized Construction Roadway
TC-3* Entrance/Outlet Tire Wash
Non-Stormwater Management BMPs
NS-1* Water Conservation Practices
NS-2* Dewatering Operations
NS-3 Paving & Grinding Operations
NS-4 Temporary Stream Crossing
NS-5 Clear Water Diversion
NS-6 Illicit Connection/Discharge
NS-7 Potable Water/irrigation
No
No
No
Yes
Yes
Yes
No
No
Yes
No
No
Yes
No
No
Yes
Yes
No
No
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Yes
Yes
Yes
Yes
No
No
No crossing
N/A
No N/A
Last Revised 10-8-21 Page 8 of 14
BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
(*Required Enhanced BMPs for High Risk Sites
See #7 – p. 5)
Use BMP
Yes No (If no, state reason)
NS-8* Vehicle & Equipment Cleaning
NS-9* Vehicle & Equipment Fueling
NS-10* Vehicle & Equipment Maintenance
NS-11 Pile Driving Operations
NS-12 Concrete Curing
NS-13 Concrete Finishing
NS-14 Material Over Water
NS-15 Demolition Adjacent to Water
NS-16 Temporary Batch Plants
Waste Management & Materials Pollution Control BMPs
WM-1* Material Delivery & Storage
WM-2 Material Use
WM-3* Stockpile Management
WM-4* Spill Prevention & Control
WM-5* Solid Waste Management
WM-6 Hazardous Waste Management
WM-7 Contaminated Soil Management
WM-8* Concrete Waste Management
WM-9* Sanitary/Septic Waste Mgmt.

WM-10 Liquid Waste Management
Additional BMPs Selected
Hillside (20%> slope) or Direct
Discharge to Conejo or Calleguas
Creeks or Revolon Slough/Beardsley
Wash
If applicable, apply Condition #7 on p.5 of this
document and identify QSP/D or CPESC
below:

CPESC/QSD/P: ________________
Cert#_________________
EC-11 Building Repair & Construction
(Industrial handbook)

Yes
Yes
Yes
No
No
No
No
No
N/A
N/A
N/A
N/A
N/A
Yes
Yes
Yes
No
No
No
N/A
N/A
N/A
No
Yes
Yes
Yes
Yes
Yes
Yes
Last Revised 10-8-21 Page 9 of 14
Certification
Architect/Engineer
As the Architect/Engineer of record, I have selected appropriate BMPs to effectively minimize the negative impacts of this project’s construction activities on stormwater quality. The project owner and contractor are aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness.

The BMPs not selected for implementation are redundant or deemed not applicable to the proposed construction activity.

Name: Title:

Signature: Date:

Owner/Developer:

I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is true, accurate, and complete. I am aware that submitting false and/or inaccurate information, failing to update the SWPCP to reflect current conditions, or failing to properly and/or adequately implement the SWPCP may result in revocation of grading and/or other permits or other sanctions provided by law.

Name: Title:

Signature: Date:

Acceptance or approval of this Stormwater Pollution Control Plan in no way precludes the authority of the agency to require modification to the plan as conditions warrant nor does the agency take responsibility for performance of BMPs provided for in the plan.

Robert Camacho Principal
02/07/2025
City of Camarillo, Michal Cepak Owner Representative
Last Revised 10-8-21 Page 10 of 14
City of Camarillo
Construction Site - Stormwater Requirements
Project Number: Project Name:

Project Location: Project Size:

Construction Start Date:

Contact Person Name and Phone Number (24-hour emergency):

I, the undersigned, acknowledge that I will remain responsible for the new owner-occupied areas until the project improvements have been accepted by the City of Camarillo.

I will conduct weekly inspections to identify and eliminate illicit discharges and ensure that the owner complies with all the provisions delineated in the construction site's Stormwater Pollution Control Plan (SWPCP) and requirements therein.

I will provide stormwater pollution prevention training and information to new owners making improvements to their property and distribute educational materials identifying the construction site's designated concrete and saw cutting waste management pits and material storage areas.

I will communicate to the new property owners (if applicable) the importance of educating their contractors on the above-mentioned SWPCP prohibitions and requirements during landscaping, masonry, painting, pool plastering and cement pouring activities.

I will inform the new owners (if applicable) that deliveries of construction materials are to be made into the driveway areas and not in the street. All stockpiles must have a ring of sand bags, two (2) rows high, and covered to prevent erosion of such materials.

I will conduct weekly inspections of the storm drain catch basins in the new owner-occupied areas to ensure that the inlets are being kept free of pollutants.

I will have a copy of this document in the SWPCP and have it readily available upon request for review.

I understand that failure to adhere to the aforementioned terms, conditions, and requirements of the SWPCP or site inspections thereof may result in enforcement actions and possible administrative liability penalties.

Print Name: Owner/Developer/Contractor
___________________
Signature: Owner/Developer/Contractor Date

SW0037; CUP-400 Arneill Road Mixed-Use Development
East side of Arneill Rd between
Barry St. and Lomita St. 0.36 Acres
March 2025
City of Camarillo - Michal Cepak, (805) 388-5367
City of Camarillo, Michal Cepak
Last Revised 10-8-21 Page 11 of 14
Attachment 1 to SWPCP
Construction Site Inspection Checklist
Contractor shall complete this checklist and keep a copy with the SWPCP a minimum of:
x Monthly during nonrainy season (April 16 through September 30) x Weekly during rainy season (Oct. 1 through April 15)
x Before, during and after a significant rain event (.25” or greater) x All Hillside sites or sites that directly discharge to Conejo Creek, Calleguas Creek or Revolon Slough/Beardsley Wash must be inspected by a qualified SWPPP Developer/Practitioner or CPESC at least weekly during the wet season and once each 24 hour period during a storm event that generates runoff from the site to identify BMPs that need maintenance to operate effectively, that have failed or could fail to operate as intended.

DATE OF INSPECTION: _________________________
Project Name: ___________________________Contractor:_______________________ Weather Conditions during inspection: ___________________________________________ Item
Compliance
Accomplished

YES NO N/A
Date Completed
1 Is the site entrance stabilization adequate?
2 Is equipment/vehicles parked in designated areas and free from significant leaks? Are drip pans present as needed? 3 Are maintenance areas free from stains on the soil?
4 Are all materials stored in bins or covered in plastic and protected from storm water?
5 Is construction waste being disposed of in proper trash containers?
6 Are concrete washout stations present and being utilized and maintained?
7 Is fugitive dust being controlled and water being used as needed?
8 Are catch basins, drainage channels, drain inlets/outlets being protected?
9 Are erosion control measures (BMPs) identified in
SWPCP in place and effective?
10 Are sediment control measures (BMPs) identified in
SWPCP in place and effective?
11 If applicable, are enhanced BMPs identified in #7 on p. 5 of SWPCP being implemented as appropriate?
Comments:_____________________________________________________________________ I certify under penalty of law that this inspection is true, and I or a qualified assigned person has performed the required inspection as stated in the SWPCP.
__________________________________ ___________________________________ Inspector Signature Contractor Signature
Arneill Road Mixed-Use Development
Since this is a City project, Contractor must forward copy of completed inspection records to City Stormwater Program Manager Last Revised 10-8-21 Page 12 of 14
Attachment 2 to SWPCP
Trained Contractor Personnel Log
Employees and subcontractors must be trained on the SWPCP prior to start of construction and annually thereafter. Contractor shall keep a copy of the training logs in SWPCP for review by City Inspector.

Stormwater Management Training Log
Project Name:

Project Number/Location:

Stormwater Management Topic: (check as appropriate)
Erosion Control Sediment Control
Wind Erosion Control Tracking Control
Non-storm water management Waste Management and Materials Pollution Control Storm Water Sampling Spill Prevention, Control & Cleanup Specific Training Objective:

Location: Date:

Instructor: Telephone:

Course Length (hours):

Attendee Roster (attach additional forms if necessary)
Name Company Phone
COMMENTS:

Arneill Road Mixed-Use Development
SW0037; CUP-400; East of Arneill Rd between Barry St. and Lomita St.

Note contractor must provide proof of training to
Stormwater Division annually.

In addition, because this is a City project, Contractor must forward copy of completed training record to City Stormwater Program Manager before construction can begin.

Last Revised 10-8-21 Page 13 of 14
Attachment 3 to SWPCP
Post Construction Stormwater Quality Mitigation Controls And related Maintenance Requirements
This project was required to submit and receive Public Works Dept. approval of a Post-Construction Stormwater Management Plan (PCSMP) which addresses the post-construction stormwater quality mitigation requirements and implementation measures and controls. A Copy of the PCSMP must be attached to the SWPCP.

In addition to the draft agreement required in the PCSMP, a Stormwater Treatment Device Access and Maintenance Agreement and a separate Post Construction Stormwater Quality Treatment Device Maintenance Plan were required to be finalized and executed before issuance of the grading permit. (Contact the City at 805- 383-5659 for a copy of the executed agreement and maintenance plan). Per the maintenance agreement, the responsible party shall be responsible for completing maintenance on all post-construction stormwater quality mitigation controls that are installed during construction. Further, The City of Camarillo will require a maintenance inspection log in October of each year from the responsible party for all post-construction treatment control devices. In addition, before release of the certificate of occupancy, the City of Camarillo Stormwater Program Manager must inspect to verify that the post-construction stormwater quality controls that installed and that they are clean.

Per the PCSMP and development plans, indicate on the following table on p. 14 the post-construction stormwater quality source, mitigation and treatment controls that will be installed and maintained (please check all that apply):

Last Revised 10-8-21 Page 14 of 14
Attachment 3 (continued)
Post Construction Source Control, Mitigation Controls and Treatment Controls (Check all that apply to this project):

Source Control BMPs
Check if applicable
Minimum Maintenance Requirements/Schedule
City Private
Applied label “Don’t Dump –
Drains to Creek” to all catch
basins
Inspect yearly immediately prior to October 1 (rainy season).

All onsite trash enclosures
constructed with solid roof
that protects against
stormwater entering refuse
bins.

Inspect yearly prior to October 1 for leaks. Remove solids, stains and/or residue from floor and walls of trash enclosure. Refer also to Calif.

Stormwater Municipal BMP Handbook – SC-34.

All onsite storm drains to
remain clean and clear of
obstructions
All onsite catch basins to be inspected and cleaned at least twice a year.

Once immediately prior to October 1 and once in January. Additional cleanings may be required if more than 40% full.

Parking lots & sidewalks to
be maintained free of litter
and debris
Sidewalks and parking lots to be swept regularly to prevent accumulation of litter and debris. Litter, debris and any cleaning agents will be trapped and collected to prevent entry into storm drain system. Refer also to Calif.

Stormwater Municipal BMP Handbook – SC-43 & SC-71.

Retention/Biofiltration/Treatment Control BMPs/Devices
Specify below the Retention, Biofiltration, and treatment control BMPs that were approved for this project (refer to the PCSMP and/or development plans for type of BMP/control and reference the Ventura County Technical Guidance Manual for Stormwater Quality Control Measures for BMP designations available at www.vcstormwater.org):

Type of Control (i.e., Infiltration Trench, bioretention, planter box, vegetated swale, dry detention basin):

1. BMP Designation*

2. BMP Designation*
3 BMP Designation*
4 BMP Designation*
5 BMP Designation*
If a proprietary type device, specify information below (i.e., StormChambers, ChamberMaxx, CUDO infiltration device, hydrodynamic device, catch basin filter):

Name of device: ____________________________________________________________________ Model #___________________________________________________________________________ Manufacturer Name: _________________________________________________________________ Address:________________________________________Phone_____________________________ Name of device: ____________________________________________________________________ Model #___________________________________________________________________________ Manufacturer Name: _________________________________________________________________ Address:________________________________________Phone_____________________________

Bioretention Basin INF-3
Permeable Pavers #1
Permeable Pavers #2
INF-5
INF-5
X
X
X
Vegetated Swale (Per detail on Plan No. C-4.2)
FloGard Grate Inlet Basket
X
X
X
Planter Box (Per detail 6 on Landscape Sheet LI503)
Oldcastle Infrastructure, Inc.
www.oldcastleinfrastructure.com/stormwater 800.579.8819 FF-24D
N/A
N/A
FloGard Downspout Filter
X
Oldcastle Infrastructure, Inc.
www.oldcastleinfrastructure.com/stormwater
FG-DS4A
800.579.8819

OH OH OH OH OH
FLOW
FLOW
FLOW
FLOW

ARNEILL ROAD
> > > > > > > > > > > > > > > > >
> >
SD
>
T
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT BASIN: 300± CF OF BIO-RETENTION
PERMEABLE PAVERS #2:
1055± SF
338± CF STORAGE
PERMEABLE PAVERS #1:
902± SF
865± CF STORAGE

TRASH ENCLOSURE

VEGETATED SWALE FL

CURB CUT FOR FLOW INTO BASIN

SD LINE

VEGETATED SWALE FL

OVERFLOW
RISER
12"X12" BOX CATCH BASIN

SD INLET WITH FLOGARD

FULL TRASH CAPTURE

DRAIN INLET FILTER PER
DETAIL ON PLAN NO. C-5.1

CONNECT SD INLET TO SD SIDEWALK SIDEWALK UNDERDRAIN UNDERDRAIN

SD SIDEWALK

UNDERDRAIN

CONNECT SD STRUCTURE TO

SIDEWALK UNDERDRAIN

VEGETATED SWALE FL

SD LINE

SD SIDEWALK

UNDERDRAIN

PLANTER

PLANTER
FL FL

RIDGE LINE

RIP RAP PER DETAIL ON THIS SHEET

SD LINE

SD LINE
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1 ROOF DRAIN

DOWNSPOUT WITH

FILTER PER

INSTALLATION NOTE
16 AND DETAIL ON
PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER INSTALLATION
NOTE 16 AND DETAIL
ON PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER INSTALLATION
NOTE 16 AND DETAIL
ON PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER
INSTALLATION NOTE 16

AND DETAIL ON PLAN
NO. C-5.1
DMA 2
DMA 5
DMA 6
DMA 3
DMA 1
DMA 4
DMA 7 - OFFSITE
DMA 8 -

OFFSITE

ARNEILL ROAD
CE-1 Arneill Road Development Stormwater Management Plan February 6, 2025 N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Control Plan.dwg, SWMP, Feb 07, 2025 9:04am, apalermo SCALE: 1" = 10'
0 20' 5' 10'
LEGEND DMA 1 - PERVIOUS LANDSCAPE (0.005 TOTAL ACRES; 0.005 ACRES PERVIOUS AND 0.0 ACRES IMPERVIOUS) SELF-TREATING AREA OUTLETS TO SIDEWALK UNDERDRAIN. SQDV 1.67 ft3
REQUIRED.

DMA 2 - ROOF & HARDSCAPE (0.176 ACRES; 0.032 ACRES PERVIOUS AND 0.144 ACRES IMPERVIOUS) DRAINS TO PERMEABLE PAVERS #1 REQUIRED SQDV = 377 ft3
; PROVIDED SQDV = 865 ft3
DMA 3 - LANDSCAPE (0.012 ACRES TOTAL; 0.012 ACRES PERVIOUS AND 0.0 ACRES IMPERVIOUS) SELF-TREATING AREA AND DRAINS TO BASIN REQUIRED SQDV = 1.63 ft3; PROVIDED SQDV = 300 ft3
DMA 4 - PERMEABLE PAVERS, ROOF & HARDSCAPE (0.02 ACRES TOTAL; 0.016 ACRES PERVIOUS AND 0.003 ACRES IMPERVIOUS) DRAINS TO PERMEABLE PAVERS #1 REQUIRED SQDV = 11 ft3
; PROVIDED SQDV =865 ft3
DMA 5 - HARDSCAPE (0.105 ACRES; 0.001 ACRES PERVIOUS AND 0.104 ACRES IMPERVIOUS) DRAINS TO BASIN REQUIRED SQDV = 269 ft3
; PROVIDED SQDV = 300 ft3
DMA 6 - PERMEABLE PAVERS, LANDSCAPE & HARDSCAPE (0.037 ACRES TOTAL; 0.026 ACRES PERVIOUS AND 0.011 ACRES IMPERVIOUS) DRAINS TO PERMEABLE PAVERS #2 REQUIRED SQDV = 32 ft3
; PROVIDED SQDV = 338 ft3
36"
3" MULCH

FLAT BOTTOM

NO SLOPES

BIORETENTION SOIL MEDIA MIX
12"
BIORETENTION BASIN CROSS SECTION N.T.S.
±13.0' WIDTH
30" NO. 2 STONE SUBBASE void ratio = .3
MAX 6" PONDING
NOTES:

1. OVERFLOW RISER TO BE DESIGNED PER FIGURE 6-20 IN VENTURA COUNTY TECHNICAL GUIDANCE MANUAL.

2. BIORETENTION SOIL MEDIA SHOULD CONSIST OF 60% TO 80% FINE SAND AND 20% TO 40% COMPOST PER VENTURA TECHNICAL GUIDANCE MANUAL SPECIFICATIONS.

3. LIST OF BIORETENTION PLANT TYPES:

3.1. CHONDROPETALUM TECTORUM `EL CAMPO'

3.2. JUNCUS PATENS `ELK BLUE`

3.3. KNIPHOFIA UVARIA `MALIBU YELLOW`

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

OUTLET ELEV
166.50 3"X6" NOTCH
INV ELEV 166.00
OUTLET 3" X 5"

ALHAMBRA

RECTANGULAR

DRAIN TO
STREET
DMA 7 & 8 OFFSITES - HARDSCAPE (0.092 ACRES TOTAL; 0.00 ACRES PERVIOUS AND 0.092 ACRES IMPERVIOUS) DRAINS TO PUBLIC STORM DRAIN SYSTEM ON STREET CURB OPENING CATCH BASIN AT ARNEILL ROAD AND PICKWICK HAS TRASH EXCLUDER SCREEN TO TREAT THE RUNOFF FROM THE OFFSITES; REQUIRED SQDV = 237 ft3

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
36"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #1 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW
FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE.

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
12"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #2 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW

FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

CURB CUT

ELEVATION FINISH GRADE PER PLAN
RIP RAP ENERGY DISSIPATION DETAIL N.T.S.

FLOW
PLACE 6"-8" NOMINAL

SIZE ROCK

NON-WOVEN

GEOTEXTILE FABRIC

BIORETENTION SOIL MIX
3:1
4' LENGTH x 3' WIDTH (MIN.) MAX

BOTTOM OF BASIN
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597

EXISTING MAJOR CONTOUR

RIGHT-OF-WAY

FENCE LINE (FNL)

SAWCUT LINE

EXISTING MINOR CONTOUR

CENTER LINE

LOT LINE

EASEMENT LINE

STORM DRAIN HEADWALL
CMU RETAINING WALL, 3' MAX HEIGHT RETAINED, OVERALL HEIGHT PER PLANS

CONCRETE

FIRE HYDRANT (FH)
EX. SANITARY SEWER
EX. STORM DRAIN

X X X FENCE LINE

SLOPE DIRECTION AND GRADE

INSTALL CENTERLINE MONUMENT

WATER MAIN (W)

INSTALL WATER VALVE
EX. POWER POLE
EX. OVERHEAD POWER LINE
EX. BRUSH

MAJOR CONTOUR

MINOR CONTOUR

BLOW-OFF ASSEMBLY

DRAIN INLET
SDMH
SSMH

SEWER BACKWATER VALVE

DRY UTILITIES (PHONE, POWER, CABLE)
INSTALL STREET LIGHT PER CITY STD, 8' ARM LENGTH (U.N.O.) / EMBEDDED STEEL POLE/TYPE 2 LUMINAIRE U.N.O. STREET LIGHT CIRCUITRY PER CITY OF STD (4 LIGHTS MAX PER 30 AMP FUSE)

1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY PUBLIC WORKS DEPARTMENT. THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST TWENTY-FOUR HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.

2. A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDING INSPECTOR, PUBLIC WORKS INSPECTOR, ENVIRONMENTAL SERVICES MANAGER, AND

PLANNER SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES.

3. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT CITY OF CAMARILLO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.

4. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEERING REPORT PREPARED BY:

EARTH SYSTEMS.

5. RECORD PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE.

6. A GRADING PERMIT IS REQUIRED PRIOR TO GRADING AS WELL AS A BUILDING PERMIT AND ROUGH GRADE CERTIFICATION PRIOR TO THE START OF BUILDING CONSTRUCTION.

7. FOR ANY PUBLIC IMPROVEMENT TO BE MAINTAINED BY THE CITY, IF ENVIRONMENTAL PERMITS FROM THE U.S. ARMY CORPS OF ENGINEERS,

THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD/STATE, OR THE CALIFORNIA DEPARTMENT OF FISH & GAME ARE REQUIRED,

THE DEVELOPER SHALL EITHER SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY DEPARTMENT OF PUBLIC WORKS OR DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT IS NOT REQUIRED; PRIOR TO TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS FOR CITY MAINTENANCE AND RELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BY SAID PERMIT WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS ARE FROM RECORD SOURCES AND WERE SHOWN FOR DESIGN PURPOSES ONLY.

9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION BY THE CONTRACTOR.

10. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 811 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO TEN WORKING DAYS.

11. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTED.

12. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT-OF-WAY. WORK REQUIRING AN

ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB,

GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. ALL WORK

LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS.

13. CONTACT PUBLIC WORKS INSPECTION AT 909-769-6683 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTIONS OR FINAL INSPECTIONS.

14. THE CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE DESIGN ENGINEER FOR THE RECORD DRAWINGS.

15. ANY PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTED BY THE CITY INSPECTOR. CHANGES TO THE PLANS MUST BE SUBMITTED BY THE DEVELOPER'S DESIGN ENGINEER AS CHANGE ORDERS TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.

16. THE DESIGN OF THE SURFACE IMPROVEMENTS IS BASED ON THE CITY'S RECORD INFORMATION (SURVEYS AND DRAWINGS). IMMEDIATELY

AFTER THE CONSTRUCTION CONTRACT IS AWARDED, THE CONTRACTOR SHALL VERIFY THE RELATIVE ELEVATIONS AS SPECIFIED ON THESE PLANS AND NOTIFY THE DESIGN ENGINEER. THE CONSTRUCTION DRAWINGS ELEVATIONS WILL THEN BE MODIFIED ACCORDINGLY, AND A REVISED SET FURNISHED TO THE CONTRACTOR. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY REQUIRED REWORK IF CONSTRUCTION BEGINS WITHOUT VERIFYING THE SPECIFIED ELEVATIONS AND NOTIFYING THE DESIGN ENGINEER.

17. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AT THE CONTRACTOR'S EXPENSE.

18. ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE TIME OF THE FOUNDATION INSPECTION REQUEST.

19. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF A PEDESTRIAN PROTECTION PLAN IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE.

20. CONTRACTOR TO SHALL PREVENT SOIL FROM WASHING ONTO THE SIDEWALK BY EITHER INSTALLING A HEADER BOARD, WALL, BERM, OR PROVIDING A TWO FOOT WIDE LEVEL AREA.

21. A COMPACTION REPORT SHALL BE PROVIDED BY A SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WERE PREPARED IN ACCORDANCE WITH THE PROJECT SOILS REPORT OR THE CITY PARKING AND DRIVEWAY STANDARDS. 95% MINIMUM COMPACTION.

22. IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROM CITY ENVIRONMENTAL COMPLIANCE MAY BE REQUIRED.

23. CONTRACTOR SHALL PROVIDE A TRAFFIC AND PEDESTRIAN CONTROL PLAN THAT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.

24. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY DEPARTMENT OF PUBLIC WORKS MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER.

CHANGES TO THE PLANS MUST BE SUBMITTED BY THE DEVELOPER'S DESIGN ENGINEER AS CHANGE ORDERS TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.

25. HYDROSEEDING SHALL BE PLACED ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. SEED MIX SHALL BE SPECIFIED BY CITY BIOLOGIST.

26. TEMPORARY EROSION CONTROL DEVICES SHALL BE ON SITE DURING CONSTRUCTION ACTIVITY TO BE IMPLEMENTED PRIOR TO A PREDICTED RAIN EVENT OF 50% PROBABILITY OR GREATER.

27. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED

TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR

28. ALL STORM WATER EROSION CONTROL AND SEDIMENT CONTROL DEVICES / MEASURES (I.E. BMPS) SHALL BE IN PLACE THROUGHOUT THE YEAR DURING GROUND DISTURBING ACTIVITIES.

29. DIGITAL DRAWINGS OF HORIZONTAL CONTROL PROVIDED TO SURVEY FOR PURPOSE OF CONSTRUCTION.

1. ALL GRADING SHALL BE IN CONFORMANCE WITH THE CITY OF CAMARILLO GRADING ORDINANCES, THE STANDARDS AND

REQUIREMENTS PERTAINING THERETO, THIS PLAN, AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS ENGINEER.

2. DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH CITY GRADING ORDINANCE AND COUNTY APCD REQUIREMENTS.

3. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE

PROPERTY ADJACENT TO THE JOB SITE AND THAT HE/SHE SHALL AT HIS/HER EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION

ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS/HER OPERATIONS.

4. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1). UNLESS OTHERWISE APPROVED BY THE SOILS ENGINEER.

5. MINIMUM DRAINAGE GRADIENT OF 5% IS REQUIRED FOR A MINIMUM OF 10' AWAY FROM THE BUILDING PAD/FOUNDATION IN ACCORDANCE WITH THE BUILDING CODES FOR LANDSCAPED AREAS ADJACENT TO BUILDINGS (SEE CBC SECTION 1804.3).

6. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINAL INSPECTION.

7. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING THE MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.

8. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL.GRADING AND COMPACTIONS REQUIREMENTS SHOULD BE AS PER THE RECOMMENDATIONS OF THE SOILS ENGINEER REPORT AND/OR CITY OF CAMARILLO STANDARDS.

9. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% INTHE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90% RELATIVE COMPACTION.

10. FINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH CHAPTER 18 OF THE CBC.

11. DURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE APPLICANT SHALL IMPLEMENT THE FOLLOWING PARTICULATE (DUST) CONTROL MEASURES, THESE MEASURES SHALL BE SHOWN ON THE GRADING AND BUILDING PLANS. IN ADDITION, THE CONTRACTOR

OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TO MONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERING AS NECESSARY, TO PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE PROVIDED TO THE APCD PRIOR TO COMMENCEMENT OF CONSTRUCTION.

A. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE.

INCREASED WATERING FREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED (NON POTABLE) WATER SHALL BE USED WHENEVER POSSIBLE.

12. CONSISTENT WITH THE ARCHAEOLOGICAL PRESERVATION PROGRAM GUIDELINES, A QUALIFIED ARCHAEOLOGIST SITE MONITOR SHALL BE PRESENT DURING SITE DISTURBANCE ACTIVITIES ASSOCIATED WITH THE CONSTRUCTION PROJECT. IF EXCAVATIONS ENCOUNTER

SIGNIFICANT PALEONTOLOGICAL RESOURCES, ARCHAEOLOGICAL RESOURCES OR CULTURAL MATERIALS, THEN CONSTRUCTION

ACTIVITIES WHICH MAY AFFECT THEM SHALL CEASE UNTIL THE EXTENT OF THE RESOURCE IS DETERMINED AND APPROPRIATE PROTECTIVE MEASURES ARE APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR. THE COMMUNITY DEVELOPMENT DIRECTOR SHALL BE

NOTIFIED OF THE EXTENT AND LOCATION OF DISCOVERED MATERIALS SO THAT THEY MAY BE RECORDED BY A QUALIFIED ARCHAEOLOGIST. IF PRE-HISTORIC NATIVE AMERICAN ARTIFACTS ARE ENCOUNTERED, A NATIVE AMERICAN MONITOR SHOULD BE CALLED IN TO WORK WITH THE ARCHAEOLOGIST TO DOCUMENT AND REMOVE THE ITEMS. DISPOSITIONS OF ARTIFACTS SHALL COMPLY WITH STATE AND FEDERAL LAWS.

13. ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATER AND AREAS USED TO CONVEY

CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO A REQUEST FOR FINAL INSPECTION APPROVALS.

14. ALL ACTIVITIES ASSOCIATED WITH CONSTRUCTION AND OPERATION FOR THE SUBDIVISION MAP SHALL COMPLY AT ALL TIMES WITH ALL CURRENT APCD RULES AND REGULATIONS AS APPLICABLE, INCLUDING BUT NOT LIMITED TO PM-10, NOx EMISSIONS, BEST AVAILABLE CONTROL TECHNOLOGIES, CONSTRUCTION ACTIVITY MANAGEMENT PLANS, AND PHASING TECHNIQUES.

15. A FIRE DEPARTMENT PERMIT IS REQUIRED IF FUEL IS STORED ON-SITE.

16. TRACKING ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE MINIMIZED. THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD, AND CONSTRUCTION. DEBRIS AT THE END OF EACH WORKING DAY.

1. THIS DEMOLITION PLAN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT AND THE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

2. DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST VERSION OF THE UNIFORM BUILDING CODE, TITLE 24, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD.

3. NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE OWNER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING DEMOLITION.

4. THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS AS REPRESENTED ON THESE PLANS UNLESS OTHERWISE NOTED.

5. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE CITY.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE RELOCATED.

7. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER.

8. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE REMOVED FROM THE SITE TO AN APPROVED DUMP AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED.

9. ALL HAZARDOUS MATERIALS SHALL BE REMOVED PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THAT MATERIAL BY A LICENSED ABATEMENT CONTRACTOR.

10. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TO THE CITY. AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP WORK" NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED.

11. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND LOCATED ON THE DRAWINGS OF RECORD BY THE

CONTRACTOR WHICH WILL BE SUPPLIED TO BOTH THE ENGINEER OF RECORD AND THE OWNER AT THE CONCLUSION OF THE DEMOLITION WORK.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THESE PLANS ARE FROM RECORD SOURCES AND SPOT CHECKS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY.

13. THE CONTRACTOR SHALL ONLY REMOVE THOSE UNDERGROUND FACILITIES SPECIFICALLY NOTED FOR REMOVAL. DAMAGE TO EXISTING FACILITIES TO REMAIN SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

14. THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION.

15. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 811 A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO 10 WORKING DAYS.

16. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES, RESIDENTIAL AREAS OR ONSITE FACILITIES OUTSIDE THE LIMITS OF DEMOLITION.

17. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.

18. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.

19. CONTRACTOR TO REMOVE AND DISPOSE OF ALL WOOD, CONCRETE, A.C. PAVING, AGGREGATE BASE, AND VEGETATION AS SHOWN UNLESS OTHERWISE NOTED ON THE PLANS.

20. REMOVE TREES, TOGETHER WITH THE BULK OF THE ROOTS, TO A MINIMUM DEPTH OF 4 FEET BELOW EXISTING GRADE AND WITHIN A RADIUS OF 7 FEET BEYOND THE PERIMETER OF THE TRUNK AT GROUND LINE.

21. FILL AND COMPACT HOLES RESULTING FROM TREES AND TREE STUMP REMOVAL TO REQUIRED DENSITY. FILLING SHALL NOT BE DONE UNTIL HOLES HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE.

22. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY OF CAMARILLO.

23. CONTRACTOR TO DISPOSE OF ALL MATERIALS PER CONSTRUCTION AND DEMOLITION RECYCLING PLAN FOR THIS PROJECT.

24. PROTECT EXISTING FACILITIES OUTSIDE THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED.

25. TREE REMOVALS MAY REQUIRE APPROVAL BY THE CITY ARBORIST. CONTACT THE CITY ARBORIST TO REVIEW ANY PROPOSAL FOR TREE REMOVALS AND TO INITIATE AN APPLICATION FOR A TREE REMOVAL PERMIT IF APPLICABLE.

26. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.

UTILITY NOTES

GENERAL NOTES GRADING NOTES

DEMOLITION NOTES

1. UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY.

PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS, ETC., PRIOR TO CONTINUING WORK.

2. THE ENGINEERED DRY UTILITY PLANS WILL BE A DEFERRED SUBMITTAL ITEM. THE ENGINEERED DRY UTILITY PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TO REVIEW FOR CONFORMANCE WITH THE APPROVED PLANS. THE DEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO THE CITY FOR REVIEW PRIOR TO COMMENCING ANY ON-SITE OF OFF-SITE UTILITY CONSTRUCTION.

3. ALL WATER VALVES THAT ARE DEEPER THAN 4' SHALL BE A EQUIPPED WITH A STEEL VALVE STEM EXTENSION THAT WILL ALLOW VALVE OPERATION WITH STANDARD LENGTH VALVE KEY. VALVE OPERATING NUTS SHALL BE BETWEEN 2' TO 4' BELOW GRADE. THE STEEL VALVE STEM EXTENSION SHALL BE STEEL ONLY BY PIPE LINE PRODUCTS OR APPROVED EQUAL.

4. THE DRY UTILITY SERVICE LINES AND BOXES SHOWN IN THESE PLANS ARE SCHEMATIC AND BASED ON PROVIDED PLANS FROM THE UTILITY PROVIDER. THE CONTRACTOR IS REQUIRED TO OBTAIN THE FINAL PLANS FROM THE UTILITY PROVIDER AND VERIFY THE FINAL ALIGNMENT PER THEIR APPROVED PLANS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ROUTING THE SERVICE WIRE THROUGH THE CONDUIT RUNS TO PROVIDE SERVICE TO THE SHOWN EQUIPMENT.

INSTALL GATE VALVE PER CITY STD WITH THRUST BLOCK; VALVES SHOWN ON NORTH AND WEST LEGS — SEE PLAN VIEW FOR ACTUAL LOCATIONS
LEGEND

RECYCLED WATER MAIN

INSTALL SIGN-MOUNTED

STORM DRAIN LINE

SEWER LINE

SEWER FORCE MAIN LINE

TRUNCATED DOMES PER CALTRANS
STD PLAN A88A
SD CATCH BASIN; WIDTH PER PLAN

ABBREVIATIONS

AC ASPHALT

AP ANGLE POINT

BCR BEGIN CURVE

BW BACK OF WALK

CB CATCH BASIN

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

DIP DUCTILE IRON PIPE

EX EXISTING

EL ELEVATION

FG FINISHED GRADE

FL FLOWLINE

FS FINISHED SURFACE

FP FINISHED PAD

IPS IRON PIPE SIZE

JT JOINT TRENTH

PL PROPERTY LINE

PCL PARCEL

PCC PORLAND CEMENT CONCRETE

POC POINT ON CURVE

PRC POINT OF REVERSE CURVE

ROW RIGHT OF WAY

RW RECYCLED WATER

SD STORM DRAIN

SFM SEWER FORCE MAIN

SL STREET LIGHT SERVICE LATERAL

SS SANITARY SEWER

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TF TOP OF FOOTING

TG TOP OF GRATE

TYP TYPICAL

TRW TOP OF RETAINING WALL

TW TOP OF WALL

UNO UNLESS NOTED OTHERWISE

WSE WATER SURFACE ELEVATION

FS LAT FIRE SERVICE LATERAL

W WATER

SDI STORM DRAIN INLET

FLCP FIBER LINED CONCRETE PIPE
INSTALL 2" WATER LATERAL PER CITY STD MANIFOLD PER CITY STD AND 1" METER & 1" SERVICE PER CITY STD (UP TO FOUR SERVICES) X X
315
315
SD
W
SD
SS
SS
OH
SFM
RW
INSTALL 17" x 30" TRAFFIC RATED PULL BOX PER

CITY OF CAMARILLO STANDARD
2:1

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\General Notes.dwg, C-1.1, Mar 06, 2025 3:21pm, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com

ARNIELL ROAD
ALLEY
APN: 162-0-012-350
APN: 162-0-012-280 APN: 162-0-012-210
APN: 162-0-012-290
APN: 162-0-012-300
APN: 162-0-012-310
APN: 162-0-012-325
G

STREET CENTERLINE
N89°57'25"E 56.77'
N0°02'35"W 25.09'
N89°57'25"E 133.53'
N89°57'25"E 133.53'
N89°57'25"E 76.77'

OH OH OH OH OH
166
167
168
168
167
168
168
167
169
169
169
169
169

EXISTING CURB AND GUTTER

AND SIDEWALK

EXISTING CURB AND GUTTER

AND SIDEWALK

REMOVE EXISTING DRIVEWAY

EXISTING DRIVEWAY TO BE REMOVED

REMOVE EXISTING TREE

EX EDISON POWER POLE TO BE
REROUTED; SEE ELECTRICAL PLANS

FOR FINAL CONFIGURATION

REMOVE EXISTING TREE

REMOVE AND REPLACE EXISTING SIDEWALK

REMOVE EX CONCRETE STEPS

REMOVE EX CONCRETE SLAB

REMOVE EX CURB

REMOVE EX CONCRETE STEPS

REMOVE EX CURB

PROTECT IN PLACE EX

CONCRETE SWALE

PROTECT IN PLACE EX BLOCK WALL W/ WOOD FENCE

REMOVE EX CURB

REMOVE EX BROKEN CONCRETE AREA
REMOVE TEMP. CHAIN LINK FENCE (TYP)

REMOVE EX CURB

PROTECT IN PLACE EX

ELECTRICAL MANHOLE
EX 1" WATER LATERAL
TO BE DISCONNECTED;

EX SERVICE LINE TO BE

CUT AND
ABANDONED 2'

BELOW GRADE AT

METER BOX

REMOVE EXISTING CHAIN LINK FENCE

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW

EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP END

OF ABANDONED LINE

EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP

END OF ABANDONED LINE

EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP END

OF ABANDONED LINE EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP

END OF ABANDONED LINE

EX WATER SEVICE METER TO BE

ABANDONED, REMOVED, AND
RETURNED TO THE CITY; CAP

END OF ABANDONED LINE

EX EDISON POWER POLE TO

REMAIN IN PLACE AND
REROUTED; SEE ELECTRICAL

PLANS FOR FINAL

CONFIGURATION
EX 1" WATER LATERAL TO BE
DISCONNECTED; EX SERVICE

LINE TO BE CUT AND
ABANDONED 2' BELOW

GRADE AT METER BOX

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW
EX 1" WATER LATERAL
TO BE DISCONNECTED;

EX SERVICE LINE TO BE

CUT AND
ABANDONED 2'

BELOW GRADE AT

METER BOX

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW
EX 1" WATER LATERAL TO BE
DISCONNECTED; EX SERVICE

LINE TO BE CUT AND
ABANDONED 2' BELOW

GRADE AT METER BOX

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW
EX 1" WATER LATERAL
TO BE DISCONNECTED;

EX SERVICE LINE TO BE

CUT AND
ABANDONED 2'

BELOW GRADE AT

METER BOX

EX SADDLE TO BE INSPECTED

BY WATER DIVISION AND

REPLACED IF DETERIORATED
OR INADEQUATE; INSTALL A

SOLID BRASS PLUG IN THE
SADDLE; CAP EX SERVICE LINE

TO PREVENT WATER FLOW
N89°57'37"E 133.54'
N89°57'25"E 133.53'

EX SEWER LATERAL TO BE

DISCONNECTED AND
ABANDONED; PIPE TO BE

REMOVED AND PROPERLY

DISPOSED OF

EX SEWER LATERAL TO BE

DISCONNECTED AND
ABANDONED; PIPE TO BE

REMOVED AND PROPERLY

DISPOSED OF

EX SEWER LATERAL TO BE

DISCONNECTED AND
ABANDONED; PIPE TO BE

REMOVED AND PROPERLY

DISPOSED OF
NOTES

1. THE PROJECT GEOTECHNICAL REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SHUT DOWN OF WATER MAIN TO ABANDON EXISTING SERVICES WILL BE COORDINATED WITH WATER DIVISION AND REQUIRES A 2-WEEK ADVANCED NOTICE. ABANDONMENT TO BE COMPLETED DURING NIGHTTIME HOURS AND AFTER LOCAL BUSINESS HOURS.

3. SEE PLAN NUMBERS C-1.1 FOR DEMOLITION NOTES.

4. SEE PLAN NUMBERS C-6.1 & C-6.2 AND SWPCP (SEPARATE DOCUMENT) FOR BMPS TO BE APPLIED DURING DEMOLITION ACTIVITY.

LEGEND
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)
W EXISTING 10" WATER MAIN (APPROXIMATE)

PROPERTY LINE
0 10 20 30 feet
SCALE: 1"=10'
5 CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Existing Conditions.dwg, C-2.1, Mar 06, 2025 3:21pm, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com

RIGHT-OF-WAY LINE

OH OH OH OH OH
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS
APN: 162-0-012-350
APN: 162-0-012-325
W W
W W
W W
W W
W W
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///

SS SS SS SS

SS SS SS SS
9' TYP.
18' TYP.
12' TYP.
5' TYP.
19'
7'
6' 5' 5'
3'

17.5'
2' VEHICLE OVERHANG TYP.
10'
9' TYP.
18' TYP.

1.5'
2'
FW FW
W

IR IR IR
SS SS
W W
W W
W W
W W
W W

SS SS SS SS

SS SS SS SS
R3'
R10'
R3'
R2.5'
R10'
5' 5' 26'
34'
31'

32.5'
10'
5'
1 1
3 2
3 2
2 2
2 2
3 3
48 3
4 4
4 4
4 4
4 4
4 4
26 26
27 28
28 28
8 8
8 8
9 9
11 11 11
12 16
13 15
15 13
39 39
14 14
14 14
15 2
2 5
5 17
17 17
17 17
17 19
20 21
21 24
18 18
18 48
22 25
7 14
17 18
20 20 20
17 17 17
17 17
17 15
17 2
2 2
48 18
14 17
17 17
17 17
17 17 17
17 17
18 18
18 18
18 14
14 14
14 14
10 34
34 30
30 30
31 17
17 17
17 32 32
32 32 32
32 32
32 32
32 35
33 35
33 11
36 36 11
11 11
11 11
37 17
38 40
40 40
40 40
42 42 42
40 41
41 19
17 29
29 29
45 44
23 14
14 14
14 14
43 43
45 45
45 45
45 45
45 46 46
46 14
18 17
17 18
14 17
17 17
17 17
47 47
9 6
6 42
42 48
ALLEY

ARNEILL ROAD

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG
TYP
TYP

TYP TYP

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
TYP
TYP
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

CENTERLINE
TYP

W W W W W W W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

RIGHT-OF-WAY DEDICATION

RIGHT-OF-WAY DEDICATION
MAINTAIN 10' WIDE SIDEWALK

THROUGH PROJECT FRONTAGE

FLOWLINE FLOWLINE FLOWLINE
FL
FL
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
FL
NOTE:

CONTRACTOR TO APPLY

PAVEMENT TREATMENT (OVERLAY

OR TYPE II SLURRY) ON THE ALLEY

OF A TYPE AND AT LIMITS

DESIGNATED BY THE
DEPARTMENT OF PUBLIC WORKS.

PAVEMENT TREATMENT MUST

INCLUDE, BUT NOT LIMITED TO,

REMOVAL OF PAVEMENT

DELINEATION, CRACK SEALING,

UTILITY ADJUSTMENTS, PAVEMENT

REPAIR WORK, INSTALLATION OF

THERMOPLASTIC PAVEMENT

DELINEATION, AND ALL

NECESSARY PREPARATORY
WORK
NOTE:

CONTRACTOR TO APPLY TYPE II SLURRY ON ARNEILL ROAD,
FULL WIDTH, EDGE OF GUTTER TO EDGE OF GUTTER.

PAVEMENT TREATMENT MUST INCLUDE, BUT NOT LIMITED TO,

REMOVAL OF PAVEMENT DELINEATION, CRACK SEALING,

UTILITY ADJUSTMENTS, PAVEMENT REPAIR WORK,

INSTALLATION OF THERMOPLASTIC PAVEMENT DELINEATION,
AND ALL NECESSARY PREPARATORY WORK.

SAWCUT
LINE

EX ROW

PROPOSED ROW PROPOSED ROW

EX ROW
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE
SAWCUT
LINE

LIMITS OF
SLURRY

LIMITS OF
SLURRY
SAWCUT
LINE
NOTES

1. THE PROJECT SOILS REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SLOPE ADJACENT LANDSCAPE AREA TO DRAIN INTO LOCAL AREA DRAINS.

3. SEE EXISTING CONDITIONS PLAN ON PLAN NO. C-2.1 FOR EXISTING ON-SITE AND OFFSITE UTILITIES, HARDSCAPE, AND FEATURES.

4. SLOPE INTERNAL HARDSCAPE, (WALKWAYS AND SIDEWALKS) AT 2% MAX. CROSS SLOPE AND AT 5% MAX RUNNING SLOPE.

5. SEE GRADING AND DRAINAGE PLAN ON PLAN NO. C-4.1 FOR STORM DRAIN SIZING, INVERTS, AND ELEVATIONS.

6. SEE STORM DRAIN, SEWER AND WATER PLAN (DRY UTILITY REFERENCES) ON PLAN NO. C-5.1 FOR DRY UTILITIES REFERENCES AND STORM DRAIN SYSTEM DESIGN INFORMATION.

5. SEE LANDSCAPE PLANS FOR LOCATION OF EXPANSION JOINTS AND SCORE LINES.

ALSO SEE SOILS REPORTS RECOMMENDATIONS.

6. A MINIMUM CLEARANCES TO BE MAINTAINED UNDER OR AROUND OVERHEAD HIGH VOLTAGE POWER LINES ARE 12 FEET VERTICALLY FROM ANY WALKABLE SURFACE, INCLUDING ROOFTOPS, AND 6 FEET HORIZONTALLY FROM ANY WALKABLE SURFACE, INCLUDING ROOF TOPS, BALCONIES, STAIRWELLS, SCAFFOLDING, ETC.

7. OVER EXCAVATION LIMITS AND DEPTHS FROM BUILDINGS PER GEOTECHNICAL REPORT AND PER GRADING AND DRAINAGE NOTES ON PLAN NO. C-4.1.

8. SLOT CUT GRADING REQUIRED FOR RETAINING WALL PER GEOTECHNICAL REPORT.

CONSTRUCTION NOTES
CONSTRUCT 8" CURB AND GUTTER PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 6" CURB WITH DEPTH OF 40" OR 6" BELOW BOTTOM OF ROCK

WHEN ADJACENT TO PERMEABLE PAVERS PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 6" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT 5" REINFORCED P.C.C. CONCRETE SIDEWALK OVER 4" OF COMPACTED (95% OR GREATER) COARSE AGGREGATE BASE. USE #4 REBAR 24" O.C. EACH WAY OR SEE GEOTECHNICAL REPORT FOR
FLATWORK CONSTRUCTION REQUIREMENTS, WHICHEVER IS GREATER.

SECTION DETAIL, SCORE LINES AND EXPANSION JOINTS PER LANDSCAPE PLANS.

CONSTRUCT 8" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CONSTRUCT TRANSITION FROM 8" CURB TO 6" CURB PER CITY OF CAMARILLO STANDARD PLATE E-4.2.

INSTALL STANDARD CROSS GUTTER PER CITY OF CAMARILLO STANDARD PLATE E-3.1.

INSTALL PERMEABLE PAVERS PER DETAIL ON PLAN NO. C-4.2.

INSTALL 6' WIDE WHEEL STOPS PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44.

INSTALL ADA VAN SIGN AND PARKING STALL PER 2023 CAL TRANS STANDARD PLAN A90A.

CONSTRUCT 72" CMU FENCE ATOP CMU RETAINING WALL PER
STRUCTURAL PLAN AND DETAIL IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FOR FG AT WALL AND TOP OF WALL HEIGHTS.

INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY PER 2023 CAL TRANS STANDARD PLAN A90A.

INSTALL PARKING LOT LAYOUT AND STRIPING PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44.

CONSTRUCT MIN. 6" AC PAVING WITH MIN. 6" OF COMPACTED (95% OR BETTER) CLASS II AGGREGATE BASE. FINAL PAVEMENT SECTION TO BE

DETERMINED BY APPROVED TRAFFIC INDEX AND FINAL TEST R-VALUE, AND

PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT. REFER TO DETAIL ON PLAN NO. C-4.2.

CONSTRUCT 5" VEHICULAR CONCRETE FLATWORK OVER 6" OF
COMPACTED (95% OR GREATER) COARSE CLASS II AGGREGATE BASE. USE #4 REBAR 12" O.C. EACH WAY OR SEE SOILS REPORT FOR FLATWORK CONSTRUCTION REQUIREMENTS, WHICHEVER IS GREATER. REFER TO DETAIL ON PLAN NO. C-4.2. SCORE LINES AND EXPANSION JOINTS PER LANDSCAPE PLANS.

INSTALL 26' WIDE COMMERCIAL DRIVEWAY PER COUNTY OF VENTURA STANDARD PLATES E-2A AND E-2B AND PER SPPWC 110-2. MODIFIED AS SHOWN.

REFER TO STORM DRAIN, SEWER AND WATER PLAN (DRY UTILITY REFERENCES) PLAN NO. C-5.1 FOR ALL UTILITIES INFORMATION.

REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY OF CAMARILLO STANDARD PLATE E-10.

INSTALL TRASH ENCLOSURE WITH ROOF AND CONCRETE SLAM PAD PER ARCHITECTURE PLANS AND PER CITY STANDARD S-1.

INSTALL IMPERMEABLE PAVERS PER LANDSCAPE PLANS.

INSTALL BIKE RACK PER LANDSCAPE PLANS.

INSTALL STEPSTONES PER LANDSCAPE PLANS.

INSTALL CONCRETE FILLED BOLLARD WITH DIRECTIONAL CHEVRONS TO DIRECT TRAFFIC.

INSTALL PROTECTIVE BOLLARDS PER SOUTHERN CALIFORNIA EDISON STANDARD MC 830.

INSTALL DECORATIVE COBBLE PER LANDSCAPE PLANS.

INSTALL PERPENDICULAR CURB RAMP AND TRUNCATED DOMES PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 111-5, CASE D, TYPE 2.

INSTALL PARALLEL CURB RAMP AND TRUNCATED DOMES PER CBC 11B-406 AND 11B-705.

INSTALL 3' WIDE, YELLOW TRUNCATED DOMES OF APPROVED DETECTABLE WARNING SURFACE PER CBC 11B-705 OR APPROVED EQUAL.

INSTALL NO PARKING SIGN WITH DOUBLE ARROW PER CALTRANS
STANDARD R7-1 AND CITY OF CAMARILLO SIGN DETAIL TR-6.

INSTALL STAIRS PER ARCHITECTURE PLANS.

CONSTRUCT BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2.

INSTALL EXTRA DEEPENED FOOTING/STEM WALL
INSTALL SIGN R100B PER 2023 CAL TRANS STANDARD PLAN A90A.

INSTALL SIGN WITH ISA SYMBOL PER CALGREEN, 11B-812.8.3.

ADD SIGN AND POST THAT STATES PARKING IN EV STALL IS FOR CHARGING

ONLY AND VEHICLE NOT CONNECTED TO THE CHARGE CAN BE
REMOVED/TOWED.

CONSTRUCT CMU RETAINING WALL PER STRUCTURAL PLAN AND DETAIL IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FOR FG AT WALL AND TOP OF WALL HEIGHTS.

CONSTRUCT 36" WROUGHT IRON FENCE ATOP STEM WALL PER
STRUCTURAL PLAN AND DETAIL IN SEPARATE PERMIT. REFER TO GRADING AND DRAINAGE PLAN NO. C-4.1 FOR FG AT WALL AND TOP OF WALL HEIGHTS.

INSTALL RIPRAP ENERGY DISSIPATER PER DETAIL ON PLAN NO. C-4.2.

INSTALL COMPACT PARKING LOT LAYOUT AND STRIPING OF DIMENSIONS 9'X18' PER CITY OF CAMARILLO MUNICIPAL CODE SECTION 19.44. INSTALL STRIPING OF WORD "COMPACT" ACROSS TOP OF COMPACT PARKING STALLS.

INSTALL VEGETATED SWALE PER DETAIL ON PLAN NO. C-4.2.

INSTALL POTTED PLANT IRRIGATION PLANTER PER DETAIL 6 ON LANDSCAPE SHEET LI503.

INSTALL CONCRETE V-GUTTER PER DETAIL ON PLAN NO. C-4.2. WIDTH PER PLAN.

INSTALL DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2.

INSTALL 42" T-TOPO DELINEATOR POST WITH BASE THAT COMPLIES WITH CALTRANS STANDARD PLAN A73C.

INSTALL AC DIKE OF CLASS III-D-PG70-10 ASPHALT CONCRETE TYPE WITH

WEEPHOLES EXTENDING THROUGH BERM INTO THE ALLEY PER DETAIL A ON CALTRANS STANDARD PLAN A87B.

INSTALL STRIPING OF WORDS "EV CHARGING ONLY" ACROSS THE TOP OF EV STALL.

INSTALL STRIPING OF WORDS "NO PARKING" ACROSS THE TOP OF ADA CROSSWALK.

CONSTRUCT 6" CURB AND MODIFIED 1' GUTTER LIP PER CITY OF CAMARILLO STANDARD PLATE E-4.1.

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Surface Improvement Plan.dwg, C-3.1, Mar 06, 2025 3:21pm, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com
0 10 20 30 feet
SCALE: 1"=10'
5 W
SS
2" WATER LINE
6" SEWER LINE
LEGEND

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)

LIMITS OF EXISTING CONCRETE
W
CMU RETAINING WALL, 3' MAX HEIGHT RETAINED, OVERALL HEIGHT

PER PLANS
PERMEABLE PAVERS PER SECTIONS ON PLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS

CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN
NO. C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
> > FLOWLINE

RIGHT-OF WAY LINE

SD STORM DRAIN LINE
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2

DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND
DETAIL ON PLAN NO. C-4.2

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND
DRAINAGE PLAN NO. C-4.1

EX RIGHT-OF-WAY LINE

PROPERTY LINE

OH OH OH OH OH
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS

OH OH OH OH OH

11.6'

MATCH EXISTING

10.15'
MATCH EX.

7.5%
MAX

10.0%
MAX

7.5%
MAX

EX SIDEWALK

EX SIDEWALK
ALLEY

ARNEILL ROAD

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
167
168
168
166
166
1678
169
169 168
169
167
166
167
168
169
169
166
166
166
167
167
APN: 162-0-012-350
APN: 162-0-012-325
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

CENTERLINE
MAX

1.5%
MAX

1.5%

5.0%
166
167
168
168
168
169
169
167
168
169
169
166
167
167
AA
B
B
169
6'
3'
4'

13.58'
2' 1.5'
5'
(166.1± FL)
MATCH EX.
(166.2± FL)
MATCH EX.
167.2± FG (S)
167.30 FG (N)

BEGIN STEM WALL
TW ELEV: 167.50
(169.49± EG)
EX. CONCRETE RIBBON GUTTER
168.7± FL

EXISTING PROPERTY LINE
CONSTRUCT 3' MINIMUM CURB CUT
OPENING PER DETAIL ON PLAN NO. C-4.2

EXISTING PROPERTY LINE

EXISTING PROPERTY LINE
4" PVC PIPE
165.39 INV
OVERFLOW RISER 167.00 TG
166.00 INV 3"x6" NOTCH
(1) 3"X5" RECTANGULAR UNDERDRAIN
166.38 INV OUT
166.63 TG
4"PVC PIPE 164.60 INV
4"X4"OPENING
WITH 9 SF OF RIVER ROCK

ON DOWNSTREAM SIDE
169.08 TG
166.96 INV
169.43 INV
4"X4"OPENING
(1) 3" SW UNDERDRAIN
166.21 TG
165.84 INV IN/OUT
169.50± FG (S)
169.00 FG (N)

END RETAINING WALL
TRW ELEV: 169.50; RETAINING WALL HT = 2'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 175.50
(168.79± EG)
(168.42± EG)
(168.36±
EG)
RETAINING WALL WITH 72" FENCE
TRW ELEV: 170.13; RETAINING WALL HT = 2.67'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 176.13
BEGIN RETAINING WALL WITH 72" FENCE
TRW ELEV: 166.80; RETAINING WALL HEIGHT: 2.00'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 172.80
PROVIDE 4"x4" OPENING FOR DRAINAGE

BEGIN RETAINING WALL
TW ELEV: 166.80
RETAINING WALL HT = 2.00'
END RETAINING WALL WITH 72" FENCE
TRW ELEV: 170.13; RETAINING WALL HT = 2.67'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 176.13
169.19 INV 166.75 4"X4"OPENING INV
6" PERF PIPE
164.14 INV
6" PERF PIPE
164.08 INV
6" PERF PIPE
164.00 INV
6" PERF PIPE
163.97 INV
164.05 INV
166.60 TG
4" PVC PIPE 164.46 INV IN
6" PVC PIPE 164.46 INV OUT
167.11 TG
4" PVC PIPE 165.65 INV
167.15 TG
4" PVC PIPE 165.81 INV
168.38 TG
4" PVC PIPE 167.04 INV

CONTRACTOR

TO MATCH EX FS
166.67 TG
6" PVC PIPE 164.41 INV
164.41 INV OUT
166.70 TG
6" PVC PIPE 164.36 INV
6" PVC PIPE 164.36 INV OUT
167.31 TG
6" PVC PIPE 164.30 INV
6" PVC PIPE 164.30 INV OUT 167.33 TG
6" PVC PIPE 164.27 INV
6" PVC PIPE 164.27 INV OUT
165.80 TG
4" PVC PIPE 164.50 INV
167.53 TG
PVC SIZES VARY 164.18 INV
6" PERF PIPE 164.18 INV OUT
166.54 TG
4" PVC PIPE
164.59 INV
166.33 TG
4" PVC PIPE
164.53 INV
166.21 INV

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS
(1) 3" X 5"

RECTANGULAR

UNDERDRAIN
166.40 INV
166.02 INV
(166.0± FL)
MATCH EX.

TOP OF PLANTER 169.81
4" PVC PIPE 165.00 INV
165.74 INV
TOP OF PLANTER 169.80
4" PVC PIPE 165.47 INV
164.44
INV

BEGIN STEM
WALL MAX HT 12"

END STEM WALL
MAX HT 12"

END EDF
MAX HT 12"

BEGIN EDF
MAX HT 12"

END EDF
MAX HT 12"

BEGIN EDF
MAX HT 12"

CONTRACTOR

TO MATCH EX FS

CONTRACTOR

TO MATCH EX FS
RIP RAP PER DETAIL ON PLAN NO. C-4.2
166.73 FS/HP
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW

FENCE AND GATE PER

LANDSCAPE PLANS

BEGIN STEM WALL
MAX HT 12"

END STEM WALL
MAX HT 12"
BEGIN STEM WALL; MAX HT 12"

END STEM WALL
MAX HT 12"
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
166.13
FG
166.13
FG
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
PROVIDE 12" THICKENED

EDGE ALONG BACK OF SW
168.35 TG
4" PVC PIPE 166.85 INV
168.35 TG
4" PVC PIPE 166.25 INV
167.81 TG
4" PVC PIPE 166.47 INV
168.13 TG
4" PVC PIPE 166.79 INV
168.35 TG
4" PVC PIPE 165.95 INV

END STEM WALL/BEGIN RETAINING WALL
TRW ELEV: 168.83; RETAINING WALL HT = 2.67'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 174.83
END 72" FENCE
BEGIN RETAINING WALL WITH 72" FENCE
TRW ELEV: 170.13; RETAINING WALL HT = 2.67'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 176.13

RIDGE LINE
169.18

MATCH EX FS

CONTRACTOR

TO MATCH EX FS
END RETAINING WALL WITH 72" FENCE/BEGIN
DEEPENED CURB WITH 72" FENCE
TRW ELEV: 169.47; RETAINING WALL HEIGHT = 4.00'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 175.47

BEGIN RETAINING WALL/END DEEPENED CURB
TRW ELEV: 170.13; RETAINING WALL HT = 2.00'
TRW ELEV: 168.13; RETAINING WALL HEIGHT = 2.67'
TW ELEV(TRW ELEV + 6' FENCE REQ'D): 174.13
TRW ELEV: 170.13; RETAINING
WALL HEIGHT = 2.67'
168.44 TC
167.94 FL
167.53 TC
167.03 FL
167.53 TC
167.03 FL 168.92 TC
168.42 FL
169.38 TC
168.88 FS
169.40
FS
169.08
FS
169.34
FS
168.94
FS
167.61
FS
167.39 TC
166.89 FL
167.48 TC
166.98 FL
167.30 TC
166.80 FS 168.25 TC
167.75 FS
168.18 TC
167.68 FS
168.18 TC
167.68 FS
169.30 TC
168.80 FS
169.15 TC
168.65 FS
169.13 TC
168.63 FL
169.43 TC
168.93 FL 169.50 TC
169.00 FL
168.39 TC
167.89 FS
167.12 TC
166.62 FS
167.05 TC
166.55 FL
166.75
FS
166.67
FS
166.79
FS
169.47
FS
169.23
FS
169.58
FS
169.0
FG
166.65
FS
168.5
FG/HP
165.92
FL
166.76
FS 166.75
FS
166.75
FS
167.36
FS
166.80
FS
167.04
FS
166.78
FS
166.74
FS
167.35
FS 166.76
FS
166.76
FS
166.76
FS
166.76
FS
166.80
FS
166.69
FS
167.0
FG 168.3
FG
168.4
FG
169.3
FG
166.63
FS
166.87
FS
168.8
FG
169.75
FS
168.83
FS
169.00
FS
169.71
FS
169.71
FS
168.62
FL
168.47
FS
168.42
FS
166.71 TC
166.04 FL 166.80
FS
166.77
FS
166.74
FS
166.00
FL
168.62
FS 168.69
FS
169.05
FS
169.05
FS
168.85

MATCH EX FS
169.5
FG
169.4
FG
169.0
FG
166.76
FS
166.88 TC
166.21 FL
166.80
FS
166.94
FS
166.60 TC
165.93 FL
169.25 FF
169.23 FS
169.60 FF
169.58 FS
169.60 FF
169.58 FS 169.25 FF
169.23 FS
166.80 FF
166.78 FS
168.00 FF
167.98 FS
166.80 FF
166.78 FS
166.80 FF
166.78 FS
166.80 FF
166.78 FS 166.80 FF
166.78 FS
168.70
FL
169.28 TC
168.78 FS
169.03 TC
168.53 FS
168.91
FS
166.71

MATCH EX FS
166.81
FS
167.25
FS
167.26
FS
167.38
FS
167.61
FS
168.67

EX FG
169.20

MATCH EX FS
167.85

MATCH EX FS
165.94

MATCH EX FS
165.95

MATCH EX FS
165.96

MATCH EX FS
166.35

MATCH EX FS
166.78

MATCH EX FS
166.36

MATCH EX FS
166.38

MATCH EX FS
166.39
MATCH EX FS 167.38

MATCH EX FS
165.75

MATCH EX FL
166.65
FS
167.37
FS
167.23
FS
169.38
FS
169.41
FS
169.00
FS
169.08
FS
167.56
FS
167.48
FS
167.36
FS
167.36
FS
167.35
FS
169.77
FS
168.44

EX FG
168.33

MATCH EX FS
168.25

MATCH EX FS
168.53
MATCH EX FS 168.54

MATCH EX FS
168.68

MATCH EX FS
168.73

MATCH EX FS
168.96

MATCH EX FS
167.64
FL
165.85
FL
166.95 TC
166.28 FL
166.90
FS
166.95
FS
166.60
FS
169.24
FS
169.16
FS
166.27

MATCH EX FL
167.96
FS
166.09

MATCH EX FL
166.18

MATCH EX FS
167.11
FS
169.04
FS
166.65
FS
167.7
FG
168.5
FG
168.5
FG
168.8
FG
168.9
FG
167.94 TC
167.44 FL
169.15
FS
167.39
FS 167.37
FS
166.5
FG
168.9
FG
168.6
FG
168.4
FG
169.20
FS
169.46
FS
169.56
FS
169.56
FS
168.9
FG
167.06

MATCH EX FS
167.9
FG/HP
168.2
FG/HP
168.7
FG/HP
167.91 TC
167.41 FL
168.90 TC
168.40 FL
168.37

EX FG
168.63

MATCH EX FG
168.91

MATCH EX FG
165.9
FG
168.37

MATCH EX FS
169.0
FG
166.82
FS
169.53
FS
169.27
FS
169.17
FS
166.83
FS
166.73
FS
169.62
FS
169.12
FS
168.42

EX FG
169.06

MATCH EX FS
166.02

MATCH EX FS
165.99

MATCH EX FS
168.91

MATCH EX FS
169.08
MATCH EX FS 168.94

MATCH EX FS
166.69 TC
166.02 FL
166.64 TC
165.97 FL
166.72
FS
166.73
FS 166.80
FS
167.00
FS
167.62
FL
167.66
FL
168.41
FL
168.42
FS
168.64
FS
167.68
FS 167.63
FS
167.65
FS
166.56
FS
FF = 166.80
PAD = 166.05
FF = 166.80
PAD = 166.05
FF = 169.25
PAD = 168.50
FF = 166.80
PAD = 166.05 FF = 169.60
PAD = 168.85
FF = 168.00
PAD = 167.25
BASIN
BOTTOM =
165.50
ELEV
166.41 TC
165.74 FL

3.1%

2.8%

1.5%

2.4%

0.6%

3.2%

1.0%

1.5%

0.6%

3.0%

3.2%

1.5%

4.4%

1.2%

1.7%

1.5%

1.8%

1.1%

1.5%

2.5%

1.6%

13.7%

13.4%

5.4%

2.1%

14.6%

9.3%

10.3%

8.3%

0.6%

1.4%

1.5%

1.2%

3.6%

3.9%

0.5%

11.5%

5.0%

0.5%

5.8%

1.1%

9.2%

5.6%

5.8%

1.1%

3.9%

4.0%

3.2%

0.6%

1.6%

2.9%

0.3%

1.9%

4.8%

1.5% 2.5%

14.8%

3.6% 5.4%

2.0%

1.8%

1.0%

1.4%

1.1%

2.4%

1.2%

1.5%

2.4%

5.67'

17.34'
9'
18'
12'

1.1%
NOTES

1. THE PROJECT SOILS REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SLOPE ADJACENT LANDSCAPE AREA TO DRAIN INTO LOCAL AREA DRAINS.

3. SLOPE INTERNAL HARDSCAPE, (WALKWAYS AND SIDEWALKS) AT 2% MAX. CROSS SLOPE AND AT 5% MAX RUNNING SLOPE.

4. SEE STORM DRAIN, SEWER AND WATER PLAN (DRY UTILITY REFERENCES)ON PLAN NO. C-5.1 FOR DRY UTILITIES REFERENCE AND STORM DRAIN SYSTEM DESIGN INFORMATION.

5. SEE PLAN NO. C-1.1 FOR GRADING NOTES.

6. SEE SITE IMPROVEMENT PLAN ONPLAN NO. C-3.1 FOR CONSTRUCTION NOTES.

7. OVER EXCAVATION OF 6' DEPTH BELOW EXISTING GRADE MINIMUM REQUIRED IN

ALL AREAS WHERE BIORETENTION BASIN AND PERMEABLE PAVERS ARE TO BE INSTALLED.

SECTION A-A ARNEILL ROAD TO ALLEY ALONG DRIVEWAY CENTERLINE -NTSSECTION NOTE:

FINAL SECTION THICKNESS TO BE DETERMINED BY APPROVED PROJECT TRAFFIC INDEX, LICENSED SOILS ENGINEER, AND ACCOMPANYING SOILS REPORT.

17.35'
7'
AC

GRIND TO MATCH EX
VARIES
2% MIN.
8% MAX
ALLEY

CENTERLINE

COMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER

CLASS II COMPACTED

AGGREGATE BASE
AC

STAMPED CONCRETE
(VEHICULAR CONC DETAIL ON PLAN NO. C-4.2)

FOR COLOR AND PATTERN SEE LANDSCAPE
SHEET LC101
SAWCUT

JOIN / MATCH

EXISTING

13.58'

1.5'
AC

GRIND TO

MATCH EX
VARIES

ARNEILL ROAD

CENTERLINE

COMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER

CLASS II COMPACTED

AGGREGATE BASE
AC

STAMPED CONCRETE
(VEHICULAR CONC DETAIL ON PLAN NO. C-4.2)

FOR COLOR AND PATTERN SEE LANDSCAPE
SHEET LC101
SAWCUT

JOIN / MATCH

EXISTING

91.67'

VEHICULAR CONCRETE
(PER DETAIL ON PLAN NO. C-4.2)
PL ROW
10'

1.5'
GUTTER
LIP

VEHICULAR CONCRETE
(PER DETAIL ON PLAN NO. C-4.2)

CLASS II COMPACTED

AGGREGATE BASE

CLASS II COMPACTED

AGGREGATE BASE
FL
CROSS SECTION B-B BUILDING EDGE TO SOUTH PL -NTSSECTION NOTE:

FINAL SECTION THICKNESS TO BE DETERMINED BY APPROVED PROJECT TRAFFIC INDEX, LICENSED SOILS ENGINEER, AND ACCOMPANYING SOILS REPORT. 17' PERMEABLE PAVERS

COMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER

CLASS II COMPACTED

AGGREGATE BASE

BUILDING
EDGE 26'
DRIVE
AISLE'

VEHICULAR CONCRETE
(PER DETAIL ON PLAN NO. C-4.2)
PL
17' PERMEABLE PAVERS
6' SIDEWALK
PERMEABLE PAVERS #1
(PER DETAIL ON PLAN NO. C-4.2)

CLASS II COMPACTED

AGGREGATE BASE

CLASS II COMPACTED
AGGREGATE BASE PERMEABLE PAVERS #2
(PER DETAIL ON PLAN NO. C-4.2)
1'

0.5'
1'
3' MAX

RETAINING WALL
WITH 6' FENCE
ABOVE; TRW

AND TW HEIGHT

PER GRADING

AND DRAINAGE
PLAN
1'

COMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER
5'
RIDGE

LINE FL
24" V-GUTTER
CUT: ±300 cu-yds
FILL: ±160 cu-yds
MAX CUT DEPTH: ±9 FT
MAX FILL HEIGHT: ±2 FT
AREA OF DISTURBANCE:16,700 SF

EARTHWORK BALANCE NECESSITATES BORROWING OR STOCKPILING FOR ANY PHASE FROM ANY OTHER GIVEN PHASE.

QUANTITY ESTIMATES ON THESE PLANS ARE TO BE USED FOR PERMIT PURPOSES ONLY. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL QUANTITIES FOR THE PURPOSE OF CONSTRUCTION.

THE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC

DIFFERENCE BETWEEN THE PROPOSED ROUGH GRADE AND THE LIMITED TOPOGRAPHIC EXISTING GRADES. THESE ESTIMATES DO NOT MAKE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO: SHRINKAGE, SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE, IN ADDITION TO ACTUAL FIELD

CONDITIONS AND THE FINAL RECOMMENDATIONS OF THE SOILS ENGINEER MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES.

APPROXIMATE EARTHWORK QUANTITIES
W
SS
2" WATER LINE
6" SEWER LINE
LEGEND

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)
0 10 20 30 feet
SCALE: 1"=10'
5 LIMITS OF EXISTING CONCRETE
W
CMU RETAINING WALL, 3' MAX HEIGHT RETAINED, OVERALL HEIGHT PER PLANS PERMEABLE PAVERS PER SECTIONS ON PLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS
CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN NO. C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
> > FLOWLINE

PROPERTY LINE

SD STORM DRAIN LINE

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Grading and Drainage Plan.dwg, C-4.1, Mar 06, 2025 3:21pm, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2
DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2

EX RIGHT-OF WAY LINE

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND DRAINAGE PLAN

RIGHT-OF-WAY LINE
EXPANSION INDEX = 0
(VERY LOW RANGE)

PER SOILS REPORT
NO. 4 REBAR @ 12" O.C. EACH WAY
NOTES

1. CONCRETE SHALL BE A MINIMUM OF 560-C-3250, PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK).

2. CONCRETE SIDEWALK CURB MAY HAVE EXTRA THICKENED EDGE AT MAX OF 12". 6" CLASS II AGGREGATE BASE
COMPACTED TO 95%

MINIMUM COMPACTION
12" COMPACTED

SUBGRADE
COMPACTED TO 90%

MINIMUM COMPACTION
5" CONCRETE 5"
6"
12"

VEHICULAR CONCRETE PAVING NTS

VARIES PER PLAN
12" MIN.

NOTES:

1. SOIL AMENDMENTS SHALL BE AMENDED WITH 2 INCHES OF WELL-ROTTED COMPOST, UNLESS THE ORGANIC CONTENT IS ALREADY GREATER THAN 10%. THE COMPOST SHALL BE MIXED INTO THE NATIVE SOILS TO A DEPTH OF 6 INCHES TO PREVENT SOIL LAYERING AND WASHOUT OF COMPOST, THE COMPOST WILL CONTAIN NO SAWDUST, GREEN OR UNDER-COMPOSTED MATERIAL, OR ANY OTHER TOXIC OR HARMFUL SUBSTANCE. IT

SHALL CONTAIN NO UN-STERILIZED MANURE, WHICH CAN LEAD TO HIGH LEVELS OF PATHOGEN INDICTORS (COLIFORM BACTERIA) IN THE RUNOFF.

VEGETATED SWALE CROSS SECTION NTS
3' MINIMUM CURB CUT DETAIL -NTS6"
6" 3' MINIMUM (SIZE PER PLAN) 6"

COMPACTED
SUBGRADE AT 95%
12" CLASS II BASE, OR

OTHERWISE NOTED PER SOILS

REPORT RECOMMENDATIONS

PROPOSED FLOWLINE
#3 BARS
@10" O.C.

MIN. 8" CLASS II BASE, OR OTHERWISE

NOTED PER SOILS REPORT

RECOMMENDATIONS
#3 @ 24" O.C.
18" CONCRETE V-GUTTER DETAIL -NTS18" WIDE

V-GUTTER
8"
3"
5%
5%

COMPACTED
SUBGRADE AT 95%

RETAINING WALL

IMPERMEABLE PAVERS
#3 BARS
@10" O.C.

MIN. 8" CLASS II BASE, OR OTHERWISE

NOTED PER SOILS REPORT

RECOMMENDATIONS
#3 @ 24" O.C.
24" CONCRETE V-GUTTER DETAIL -NTS24" WIDE

V-GUTTER
8"
3"
5%
MAX
5%
MAX

COMPACTED
SUBGRADE AT 95%

IMPERMEABLE PAVERS
0 10 20 30 feet
SCALE: 1"=10'
5 SLOPE TO DRAIN
ATRIUM OR DOME GRATE; SIZED AS NOTED

COMPACTED SOIL

DRAIN RISER PIPE
(LENGTH AS REQUIRED)

DRAIN TEE OR ELBOW
DRAIN PIPE; SIZED AS NOTED

CRUSHED STONE

SLOPE TO DRAIN
VARIES
ATRIUM/DOME GRATE N.T.S.

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Grading and Drainage Plan.dwg, C-4.2, Mar 06, 2025 3:21pm, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com
36"
3" MULCH

FLAT BOTTOM

NO SLOPES

BIORETENTION SOIL MEDIA MIX
12"
BIORETENTION BASIN CROSS SECTION N.T.S.
±13.0' WIDTH
30" NO. 2 STONE SUBBASE void ratio = .3
MAX 6" PONDING
NOTES:

1. OVERFLOW RISER TO BE DESIGNED PER FIGURE 6-20 IN VENTURA COUNTY TECHNICAL GUIDANCE MANUAL.

2. BIORETENTION SOIL MEDIA SHOULD CONSIST OF 60% TO 80% FINE SAND AND 20% TO 40% COMPOST PER VENTURA TECHNICAL GUIDANCE MANUAL SPECIFICATIONS.

3. LIST OF BIORETENTION PLANT TYPES:

3.1. CHONDROPETALUM TECTORUM `EL CAMPO'

3.2. JUNCUS PATENS `ELK BLUE`

3.3. KNIPHOFIA UVARIA `MALIBU YELLOW`

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
36"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #1 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW
FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE.

OUTLET ELEV
166.50 3"X6" NOTCH
INV ELEV 166.00
OUTLET 3" X 5"

ALHAMBRA

RECTANGULAR

DRAIN TO
STREET
AC PAVEMENT SECTION DETAIL -NTSCOMPACT BASE,
MIN. RELATIVE DENSITY
OF 95% OR BETTER

CLASS II COMPACTED

AGGREGATE BASE AC
SECTION NOTE:

FINAL SECTION THICKNESS TO BE DETERMINED BY APPROVED PROJECT TRAFFIC INDEX, LICENSED SOILS ENGINEER, AND ACCOMPANYING SOILS REPORT.

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
12"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #2 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW

FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

OUTLET ELEV
166.50
OUTLET 3"

ALHAMBRA

RECTANGULAR

DRAIN TO
STREET 3"X6" NOTCH
INV ELEV 166.00
OVERFLOW RISER DETAIL N.T.S.

BOTTOM BASIN
ELEV 165.50
24" X 24" MID-STATE

CONCRETE

CURB CUT

ELEVATION FINISH GRADE PER PLAN
RIP RAP ENERGY DISSIPATION DETAIL N.T.S.

FLOW
PLACE 6"-8" NOMINAL

SIZE ROCK

NON-WOVEN

GEOTEXTILE FABRIC

BIORETENTION SOIL MIX
3:1
4' LENGTH x 3' WIDTH (MIN.) MAX

BOTTOM OF BASIN
6" PERFORATED PIPE PER PLAN.

WWW WW

OH OH OH OH OH
5'
5'
APN: 162-0-012-350
APN: 162-0-012-325
> > > > > > > > > > > > > > > > >
> >
SD
>
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS
W W
W W
W W
W W
W W
FF = 166.80
FF = 166.80
FF = 169.25
FF = 166.80
FF = 169.60
FF = 168.00

BIORETENTION
BASIN

SS SS SS SS

SS SS SS SS
ALLEY

ARNEILL ROAD

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

END OF MAIN

W W W W W W W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

G G G G G G G G G G G G G G

RIGHT-OF-WAY DEDICATION

RIGHT-OF-WAY DEDICATION
EX 10" ACP WATER LINE PER

CITY OF CAMARILLO PUBLIC

WORKS DEPARTMENT PROJECT
NO. S108, FILE NO. 72-123
EX 12" VCP SEWER MAIN PER

CAMARILLO SANITARY

DISTRICT SEWER LINES AND

APPURTENANCES DRAWING
C-29AL AND CITY OF

CAMARILLO PUBLIC WORKS
DEPARTMENT PROJECT NO.

S108, FILE NO. 72-123

REFER TO PLUMBING PLANS

FOR CONNECTION OF
WATER LINE TO BUILDINGS;
30" MINIMUM COVER

OVER TOP OF PIPE

REFER TO FIRE SPRINKLER

PLANS BY OTHERS FOR

CONNECTION OF FIRE
WATER LINE TO BUILDINGS;
30" MINIMUM COVER

OVER TOP OF PIPE

REFER TO PLUMBING PLANS

FOR CONNECTION OF SEWER
CLEANOUT TO BUILDINGS;
INVERT ELEV = 158.89
RIM ELEV = 167.30

MATCH EX FS

CROWN ELEVATION OF PRIVATE

MAIN INLET TO MATCH CROWN

ELEVATION OF MAINLINE
INVERT N 156.51
INVERT S 156.50
INVERT E 157.00

INSTALL TEST POINTS

FACING NORTH FOR DDCV

REFER TO PLUMBING PLANS

FOR CONNECTION OF SEWER
CLEANOUT TO BUILDINGS;
INVERT ELEV = 160.51

REFER TO FIRE SPRINKLER PLANS

BY OTHERS FOR CONNECTION

OF FIRE WATER LINE TO
BUILDINGS; 30" MINIMUM

COVER OVER TOP OF PIPE

REFER TO FIRE SPRINKLER PLANS

BY OTHERS FOR CONNECTION

OF FIRE WATER LINE TO
BUILDINGS; 30" MINIMUM

COVER OVER TOP OF PIPE

REFER TO FIRE SPRINKLER PLANS

BY OTHERS FOR CONNECTION

OF FIRE WATER LINE TO
BUILDINGS; 30" MINIMUM

COVER OVER TOP OF PIPE

MATCH EX FS
INV ELEV IS 40" BELOW EX FS

MATCH EX FS
INV ELEV IS 40" BELOW EX FS
1 32
18 26
4 13
6 15
14 10
17 18
19 31 20 7 31
22 23
18 25
25 25
25 25
26 26
26 11
11 11
11 11
18 27 25
3 2
13 6
18 18
18 18
18 18
28 30 28
30 30 30
29 29 29
29 9
8 25
25 18
18 18
18 25
25 25
33 10
17 16
24 16
16 24
16 16
34 34
34 34 34 34
16 18
12 12
10 6" SS MAIN INV ELEV= 158.38
6" SS MAIN INV = 159.74
SS INV = 159.82
6" PRIVATE SS MAIN
10" WATER MAIN INVERT ELEV(ASSUMED 3.5' 6" PRIVATE SS MAIN 6" PRIVATE SS MAIN BELOW FS) = ±163.70 BOTTOM OF 10" WATER MAIN ELEV = ±163.65
TOP OF 6" PRIVATE SS MAIN ELEV = 157.89
6" PRIVATE SS MAIN INVERT ELEV = 157.33
9 9
NOTES

1. THE PROJECT SOILS REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED A PART OF THESE PLANS.

2. SLOPE ADJACENT LANDSCAPE AREA TO DRAIN INTO LOCAL AREA DRAINS.

3. SEE EXISTING CONDITIONS PLAN ON PLAN NO. C-2.1 FOR EXISTING ON-SITE AND OFFSITE UTILITIES, HARDSCAPE, AND FEATURES.

4. SLOPE INTERNAL HARDSCAPE, (WALKWAYS AND SIDEWALKS) AT 2% MAX. CROSS SLOPE AND AT 5% MAX RUNNING SLOPE.

5. SEE GRADING AND DRAINAGE PLAN ON PLAN NO. C-4.1 FOR STORM DRAIN SIZING, INVERTS, AND ELEVATIONS.

6. SEE LANDSCAPE PLANS FOR LOCATION OF EXPANSION JOINTS AND SCORE LINES. ALSO SEE SOILS REPORTS RECOMMENDATIONS.

7. A MINIMUM CLEARANCES TO BE MAINTAINED UNDER OR AROUND OVERHEAD HIGH VOLTAGE POWER LINES ARE 12 FEET VERTICALLY FROM ANY WALKABLE SURFACE, INCLUDING ROOFTOPS, AND 6 FEET HORIZONTALLY FROM ANY WALKABLE SURFACE, INCLUDING ROOF TOPS, BALCONIES, STAIRWELLS, SCAFFOLDING, ETC.

8. ON SITE PRIVATE FIRE LINE TO BE APPROVED AND INSPECTED BY VENTURA COUNTY FIRE DEPARTMENT.

9. SEE PLAN NO. C-1.1 FOR UTILITY NOTES.

INSTALLATION NOTES

INSTALL DRY UTILITY JOINT TRENCH PER CITY OF CAMARILLO STANDARD PLATE E-10 AND PER ELECTRICAL PLANS IN SEPARATE PERMIT.

INSTALL SIDEWALK UNDERDRAIN OF ALHAMBREA RECTANGULAR CAST IRON PIPE, ALHAMBRA A-470 (OR APPROVED EQUAL) AT 1.5 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 MODIFIED FOR A RECTANGULAR DRAIN. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL SIDEWALK UNDERDRAIN OF ALHAMBREA RECTANGULAR CAST IRON PIPE, ALHAMBRA A-470 (OR APPROVED EQUAL) AT 1.0 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 MODIFIED FOR A RECTANGULAR DRAIN. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL 24" X 24" CONCRETE MID-STATE (OR APPROVED EQUAL) INLET WITH FOUR 3" WEEP HOLES AT 12" O.C. EACH WAY PER MANUFACTURERS SPECIFICATIONS. INCLUDE 24" X 24" STEEL GRATE PER ASTM A36 WITH A

HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL OLDCASTLE INFRASTRUCTURE GRATE

INLET FILTER USE FLO-GUARD PRODUCT PER DETAIL ON THIS SHEET OR APPROVED EQUAL. INSTALL CITY OF CAMARILLO "DON'T DUMP DRAINS TO CREEK" CURB MARKER. REFER TO PLAN NO. C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL 24" X 24" CONCRETE MID-STATE (OR APPROVED EQUAL) OPEN BOTTOM INLET WITH FOUR 3" WEEP HOLES AT 12" O.C. EACH WAY AND

WITH REGULAR OPENINGS FOR SWALE FLOW AND FOR SIDEWALK
UNDERDRAIN PER MANUFACTURERS SPECIFICATIONS. INCLUDE 24" X 24" STEEL GRATE PER ASTM A36 WITH A HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL

OLDCASTLE INFRASTRUCTURE GRATE INLET FILTER USE FLO-GUARD PRODUCT MODEL NO. FF-24D PER DETAIL ON THIS SHEET OR APPROVED EQUAL. INSTALL CITY OF CAMARILLO "DON'T DUMP DRAINS TO CREEK" CURB MARKER. REFER TO PLAN NO. C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL 2" MUNICIPEX WITH 10AWG TRACING WIRE DOMESTIC WATER SERVICE AND 1.5" METER PER CITY OF CAMARILLO STANDARD DRAWING W-12. CONNECT WATER LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION.

INSTALL DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER CITY OF CAMARILLO STANDARD DRAWING W-29.

INSTALL 48" SEWER MANHOLE WITH PAMREX HINGED COVER WITH "SEWER" CAST IN IT PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 1.

INSTALL 6" TYPE C700 EXTRA STRENGTH CLAY PIPE OR SDR 26 PVC AND

FITTINGS PRIVATE SEWER MAIN PER CAMARILLO SANITARY DISTRICT STANDARD SPECIFICATION (2.1.2) AND STANDARD PLATE 1, PER CITY OF CAMARILLO STANDARD PLATES 12 AND 15, AND PER PLUMBING PLANS IN SEPARATE PERMIT. (SLOPE = 0.0200 MIN)

INSTALL SEWER CLEANOUT PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 16 AND PER PLUMBING PLAN.

INSTALL 9" X 9" CONCRETE MID-STATE CATCH BASIN (OR APPROVED EQUAL) PER MANUFACTURERS SPECIFICATIONS. INCLUDE 9" X 9" STEEL GRATE PER ASTM A36 WITH A HOT DIP GALVANIZED FINISH PER SOUTH BAY FOUNDRY MANUFACTURER (OR APPROVED EQUAL). INSTALL INSERT FILTER USE FLO-GUARD PRODUCT OR APPROVED EQUAL. REFER TO PLAN NO.

C-4.1 FOR INLET INVERT AND TOP OF GRATE ELEVATION.

INSTALL SEWER BACKFLOW DEVICE PER CAMARILLO SANITARY DISTRICT STANDARD PLATE 21.

INSTALL 1" MUNICIPEX WITH 10AWG TRACING WIRE IRRIGATION WATER LATERAL AND 3/4" METER PER CITY OF CAMARILLO STANDARD DRAWING W-11. CONNECT IRRIGATION LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION PER CITY STANDARD PLATE W-11.

INSTALL 2" MUNICIPEX WITH 10AWG TRACING WIRE FIRE WATER LATERAL PER CITY OF CAMARILLO STANDARD DRAWING W-13. CONNECT FIRE WATER LATERAL TO WATER MAIN WITH TAPS 18" SEPARATION PER CITY STANDARD PLATE W-12. CONTRACTOR TO CONFIRM FIRE LINE SIZING PRIOR TO INSTALLATION OF LATERAL.

PROPOSED TRANSFORMER LOCATION AND CONCRETE PAD. SEE
ELECTRICAL PLANS.

INSTALL ROOF DRAIN DOWNSPOUT WITH SPLASH BLOCK AND FLOGARD

DOWNSPOUT FILTER PER DETAIL ON THIS SHEET AND PER ARCHITECTURE PLANS.

INSTALL 12" X 12" SQUARE CATCH BASIN MAUNFACTURED BY NDS OR APPROVED EQUAL WITH BLACK 12" X 12" SQUARE POLYOLEFIN GRATE MANUFACTURED BY NDS OR APPROVED EQUAL.

INSTALL SCHEDULE 40 PVC STORM DRAIN PIPE PER MANUFACTURERS SPECIFICATIONS. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZE.

INSTALL 24" X 24" OVERFLOW RISER PER COUNTY OF VENTURA TECHNICAL GUIDANCE MANUAL FIGURE 6-20. INSTALL OLDCASTLE INFRASTRUCTURE GRATE INLET FILTER USE FLO-GUARD PRODUCT MODEL NO. FF-24D PER DETAIL ON THIS SHEET OR APPROVED EQUAL. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PLAN NO. C-4.2 FOR OVERFLOW RISER AND BASIN DETAILS.

INSTALL 4" X 4" NOTCH IN WALL FOR SHEET FLOW BETWEEN DIFFERENT FINISHED FLOORS. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS.

INSTALL THRUST BLOCK.

INSTALL IRRIGATION BACKFLOW PREVENTER PER CITY OF CAMARILLO STANDARD PLATE W-28 AND PER SPECIFICATIONS ON LANDSCAPE PLANS.

INSTALL IRRIGATION VALVE BOX PER SPECIFICATIONS ON LANDSCAPE PLANS.

INSTALL ROOF DRAIN DOWNSPOUT PER LANDSCAPE PLANS.

INSTALL 4" NDS ROUND ATRIUM GRATE PER DETAIL ON PLAN NO. C-4.1.

INSTALL ADS PERFORATED HDPE STORM DRAIN WITH MIN 0.005 SLOPE PER MANUFACTURERS SPECIFICATIONS. SEE SIZE AND INVERTS OF PIPE ON GRADING AND DRAINAGE PLAN NO. C-4.1.

INSTALL 9"X9" SQUARE CATCH BASIN MAUNFACTURED BY NDS WITH OPEN

BOTTOM INLET AND WITH REGULAR OPENINGS FOR SWALE FLOW AND FOR SIDEWALK UNDERDRAIN OR APPROVED EQUAL WITH GREEN 9" X 9"

SQUARE POLYOLEFIN GRATE MANUFACTURED BY NDS OR APPROVED EQUAL.

INSTALL EV CHARGING STATION PER ELECTRICAL PLANS.

INSTALL EV READY RECEPTACLE PER ELECTRICAL PLANS.

INSTALL LIGHT POLES PER ELECTRICAL PLANS.

INSTALL HDPE STORM DRAIN PIPE PER CITY OF CAMARILLO STANDARDS AND SPECIFICATIONS. SEE SIZE AND INVERTS OF PIPE ON GRADING AND DRAINAGE PLAN NO. C-4.1.

INSTALL SIDEWALK UNDERDRAIN HDPE CIRCULAR PIPE AT 1.0 % SLOPE

MINIMUM AND PER CITY OF CAMARILLO STANDARD CURB DRAIN PLATE E-9 WITH CIRCULAR PIPE. REFER TO PLAN NO. C-4.1 FOR INVERT ELEVATIONS AND PIPE SIZES.

INSTALL REDUCED PRESSURE BACKFLOW PER CITY OF CAMARILLO STANDARD DRAWING W-13.

INSTALL DECK DRAIN WITH FLOGARD DOWNSPOUT FILTER PER DETAIL ON THIS SHEET OR APPROVED EQUAL AND PER ARCHITECTURE PLANS. 0 10 20 30 feet
SCALE: 1"=10'
5 CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Composite Utilities Plan.dwg, C-5.1, Mar 06, 2025 3:21pm, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794 ● rrmdesign.com
W
SS
2" WATER LINE
6" SEWER LINE
LEGEND

JT JOINT TRENCH LINE
EXISTING 10" WATER MAIN (APPROXIMATE)
SS
G
EXISTING 12" SEWER MAIN (APPROXIMATE)

EXISTING GAS MAIN (APPROXIMATE)

LIMITS OF EXISTING CONCRETE
W
> > FLOWLINE

PROPERTY LINE

SD STORM DRAIN LINE
IR 1" IRRIGATION WATER LINE

VEHICLE OVERHANG
CMU RETAINING WALL, 3' MAX HEIGHT RETAINED, OVERALL HEIGHT

PER PLANS
PERMEABLE PAVERS PER SECTION ONPLAN NO. C-4.2

IMPERMEABLE PAVERS PER LANDSCAPE PLANS
CONCRETE FLATWORK PER LANDSCAPE PLANS, DETAIL ON PLAN NO.

C-4.2 AND/OR GEOTECHNICAL REPORT RECOMMENDATIONS

PLANTED AREA PER LANDSCAPE PLANS
BIORETENTION BASIN PER DETAIL ON PLAN NO. C-4.2
AC PAVEMENT PER DETAIL ON PLAN NO. C-4.2

DECORATIVE CONCRETE FLATWORK PER LANDSCAPE PLANS AND DETAIL ON PLAN NO. C-4.2

EX RIGHT-OF WAY

STEM WALL/EXTRA DEEPENED FOOTING PER GRADING AND

DRAINAGE PLAN

RIGHT-OF WAY

DRY UTILITIES FOR REFERENCE ONLY
FLOGARD DOWNSPOUT FILTER DETAIL N.T.S.FLOGARD GRATE INLET BASKET DETAIL N.T.S.

ERTEC®
”
Construction Details
Unprotected drainage inlet ERTEC® Combo Guard¥ Protected drainage inlet Notes:

NOTES:
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597

OH OH OH OH OH
> > > > > > > > > > > > > > > > >
> >
SD
>
T
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS
PERMEABLE PAVERS #1
PERMEABLE PAVERS #2

BIORETENTION
BASIN
7 7
7 7
7 7
7 7
4 5
6 1
9 9
9 9
2 8
8 8
8 8
3 3
3 3
3 3
3 3
10 12
11 3
3 7

PRE- AND DURING CONSTRUCTION KEYNOTES
# BMP NAME SYMBOL
SE-5 FIBER ROLLS
TC-1 STABILIZED CONSTRUCTION ENTRANCE
SE-10 STORM DRAIN INLET PROTECTION
WM-3 STOCKPILE MANAGEMENT
WM-1 MATERIAL DELIVERY AND STORAGE
WM-2 MATERIAL USE
SE-7 STREET SWEEPING
SE-1 TEMPORARY CONSTRUCTION SILT FENCE
SE-6 GRAVEL BAGS
WM-8 CONCRETE WASHOUT
WM-9 SANITARY WASTE MANAGEMENT - PORTABLE TOILET
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE
WE-1 WIND EROSION CONTROL
1 2
3 4
5 6
7 8
9 10
11 12
13 PRE-CONSTRUCTION AND DURING CONSTRUCTION NOTES:

1. PERIMETER CONTROL BMP'S AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE IN PLACE PRIOR TO ANY GROUND DISTURBANCE.

2. THE CONTRACTOR SHALL USE CLASS II BASE FOR THE STABILIZED CONSTRUCTION ENTRANCE OR ALTERNATE METHODS THAT ACHIEVE THE DESIRED RESULTS. NO TRACKING WILL BE ALLOWED ONTO CITY STREET.

3. THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCES AS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.

4. OFFSITE CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT SHALL BE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE IDLE FOR EXTENDED PERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT PATCHING, (COLD MIX).

5. ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FOR MORE THAN TWO WEEKS, SHALL HAVE AN APPROPRIATE GROUND COVER BMP APPLIED.

6. THE LOCATIONS SHOWN FOR THE EQUIPMENT AND MATERIAL DELIVERY STORAGE AREAS AND CONCRETE WASTE CLEANOUT MAY BE RELOCATED DURING CONSTRUCTION.

7. INSTALL GRAVEL BAGS 5' UPSTREAM OF EXISTING CURB CUTS.

8. BIORETENTION BASIN MUST REMAIN OFFLINE UNTIL AREAS DRAINING TO IT ARE STABILIZED.

9. PERMEABLE PAVEMENT SHOULD BE LAID CLOSE TO LEVEL AND THE BOTTOM OF THE BASE LAYERS MUST BE LEVEL TO ENSURE UNIFORM INFILTRATION.

10. PERMEABLE PAVEMENT SURFACES SHOULD NOT BE USED TO STORE SITE MATERIALS, UNLESS THE SURFACE IS WELL PROTECTED FROM ACCIDENTAL SPILLAGE OR OTHER CONTAMINATION.

11. TO PREVENT/MINIMIZE SOIL COMPACTION IN THE AREA OF THE PERMEABLE PAVEMENT INSTALLATION, USE LIGHT EQUIPMENT WITH TRACKS OR OVERSIZED TIRES.

12. DIVERT STORMWATER FROM THE AREA AS NEEDED (BEFORE AND DURING INSTALLATION).

13. THE PAVEMENT SHOULD BE THE LAST INSTALLATION DONE AT A DEVELOPMENT SITE. LANDSCAPING

SHOULD BE COMPLETED AND ADJACENT AREAS STABILIZED, BEFORE PAVEMENT INSTALLATION TO MINIMIZE THE RISK OF CLOGGING.

14. VEHICULAR TRAFFIC SHOULD BE PROHIBITED FOR AT LEAST 2 DAYS AFTER INSTALLATION. 0 10 20 30 feet
SCALE: 1"=10'
5 >
>>
>>
>>
>>
>>
>>
>>>
>
>
>
>
T
>>
>>
>>
>>>
>>
>>

FW FW FW
> > > > >
>>>
> > > > > > > > > > > > > > > > > > > > > > > >
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
JT
W

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT SS SS

SS SS SS SS SS

OH OH OH OH OH
ALLEY

ARNEILL ROAD

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG

NON-RESIDENTIAL BLDG

RESIDENTIAL BLDG RESIDENTIAL BLDG

RESIDENTIAL BLDG
1 2
3 45
6 8
7 9
10 11
12 13
14 16 15
17 18
20 19
22 21
23 24
25 26
27 28
29 30
31 32 33
34 35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50 51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 75 74
76 77
78 79
80 81
82 83
84 85 86
87 88 89
90 91
92 93
94 95
96 97
98 99 100
101
102
103
104
105
106
107 108
109
110
111
112 113
114 115
116 117
118 119
120 121
122
123
124
125
126
127
128 129
130
131
133 132
134
135
136 137
138
139
140
141
142
143
144 145
146
147
148 149
R7'
R3'
R1'
R10'
R10'
R10'
R3'
R2.5'
R3'
R2.75'
9'
TYP.
18'
TYP.
5'
5'
5'
R5' R5'
150 151
152 153
N89°57'37"E 133.54'
N89°57'25"E 133.53'
17' 2' 25' 18' 6.5'
154
155 156
157
158
159
160
161 162
163
164 165
166 167
168
169
170
171
172
173
174
175
184
185
186
N0°01'47"W 125.08'
N0°01'53"W 125.09'
176
177 178
180 179
181 182

1.5'
6'
5'
183

0.67'

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Horizontal Control Plan.dwg, C-7.1, Mar 06, 2025 3:22pm, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794
● rrmdesign.com
0 10 20 30 feet
SCALE: 1"=10' 5

ABBREVIATIONS

FS FINISHED SURFACE

BC BEGIN CURVE

EC END CURVE

FOC FACE OF CURB

FOW FACE OF WALL

BLDG BUILDING CORNER

FL FLOW LINE

SW SIDE WALK

TC TOP OF CURB

CONC CONCRETE

EDGE CONC EDGE OF CONCRETE

EP EDGE OF PAVEMENT

BLDG CRN BUILDING CORNER

RW RETAINING WALL

SAWCUT SAWCUT

CNTL CONTROL POINT
Point Table
Point # 123456789
10 11
12 13
14 15
16 17
18 19
20 Raw Description
FL
EC/TC
BC/TC
EC/TC
TC

TC/CONC
CONC

TC/CONC
TC
BC/TC
EC/TC

BC/TC/FL

TC/CONC
EC/TC
TC

TC/CONC
CONC
TC
BC/TC
EC/TC
Northing
9895.0810
9885.0915
9885.1055
9888.1070
9903.1077
9903.1476
9886.1476
9886.1072
9903.1702
9891.1704
9890.1709
9859.1725
9858.1708
9856.1709
9841.1702
9841.1566
9858.1566
9841.1371
9856.6433
9856.6407
Easting
9989.9794
10000.2097
10018.7459
10021.7437
10021.7358
10074.7358
10074.7447
10020.9812
10104.7358
10104.7421
10105.7426
10107.7581
10105.5227
10104.7603
10104.7681
10086.7676
10086.7592
10060.7681
10060.7601
10055.7601
Point Table
Point #
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
Raw Description
TC
TC
BC/TC

TC/CONC

EC/TC/FL

TC/CONC
BC/TC
FL

EDGE CONC

EDGE CONC
FL
FL
FL

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC
Northing
9841.1333
9841.1062
9856.1062
9858.1057
9859.1040
9859.1025
9859.0915
9849.0858
9926.5932
9926.5915
9932.1359
9962.9346
9962.9531
9963.0318
9960.9069
9963.0397
9951.8145
9942.9437
9942.9446
9940.9457
Easting
10055.7681
10019.7682
10019.7569
10018.9914
10016.7546
10014.7546
10000.1198
9990.0023
10003.1973
10000.1869
10001.7667
10001.7444
10012.2433
10028.3226
10015.6889
10039.5923
10039.6001
10028.3755
10030.0459
10032.0469
Point Table
Point #
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
Raw Description

EDGE CONC

BC/EDGE CONC

EC/ EDGE CONC

EDGE CONC

EDGE CONC
CONC
CONC
CONC

EDGE CONC

EDGE CONC
FL
FL
FL
FL
FL
FL

BC/ EDGE CONC

EC/EDGE CONC
Northing
9943.6686
9928.7426
9927.7426
9927.7426
9929.1436
9923.9897
9910.1253
9910.1127
9912.1697
9909.6227
9909.6275
9909.6370
9941.6121
9931.2658
9942.3420
9930.2666
9962.3406
9962.3246
9909.6465
9911.6475
Easting
10039.6046
10039.6047
10040.6047
10041.6133
10032.0534
10036.5529
10036.5605
10028.3938
10041.6219
10041.6238
10047.7899
10055.9358
10030.0019
10030.0073
10040.6046
10040.6047
10112.9588
10089.8912
10073.2329
10075.2314
Point Table
Point #
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
Raw Description

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
FL
FL
FL

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
FL
FL

EDGE CONC

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
Northing
9921.1882
9921.1915
9911.6675
9910.6680
9910.6767
9911.6772
9921.2016
9962.3240
9962.3088
9962.3079
9910.6704
9909.6709
9909.6900
9962.3074
9962.2925
9900.2494
9900.2523
9898.4380
9888.9620
9889.6389
Easting
10075.2264
10081.2264
10081.2314
10082.2319
10098.7319
10099.7314
10099.7264
10089.1100
10067.1400
10065.8912
10104.7319
10105.7327
10122.5658
10065.1100
10043.6244
10000.2013
10005.3879
10003.7197
10014.0253
10013.2892
Point Table
Point #
81 82
83 84
85 86
87 88
89 90
91 92
93 94
95 96
97 98
99 100
Raw Description

BC/EDGE CONC

EC/EDGE CONC

EDGE CONC
TC
TC
TC
TC
TC
TC
TC
TC

EDGE CONC

EP/SAWCUT

EP/SAWCUT
Northing
9894.0555
9895.9488
9895.9493
9910.1660
9910.1698
9910.1730
9910.1768
9903.1574
9903.1612
9903.1529
9903.1657
9885.1845
9859.1845
9890.1871
9854.1871
9890.1883
9854.1861
9915.1302
9941.0054
9941.0074
Easting
10017.3503
10018.5283
10021.2396
10081.7356
10087.7322
10092.7322
10098.7323
10087.7358
10092.7358
10081.7359
10098.7376
10123.7464
10123.7636
10128.7426
10128.7614
10130.7426
10130.7614
10128.7353
10128.7161
10131.4639
Point Table
Point #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Raw Description

EP/SAWCUT

EDGE CONC

EDGE CONC
RW
RW
RW
RW
RW
RW

EDGE CONC

EDGE CONC
Northing
9915.1322
9839.0905
9849.8550
9839.7615
9839.8541
9959.2997
9963.6877
9963.7644
9903.6842
9957.3160
9957.3285
9957.3214
9957.3230
9957.3289
9957.3416
9957.3351
9957.3367
9957.3421
9957.3547
9957.3482
Easting
10131.4905
10000.2349
10000.2290
10000.2345
10123.2688
10012.7839
10012.7815
10123.2042
10123.2356
10042.3783
10065.1127
10052.1700
10055.1700
10065.8940
10089.1127
10077.1283
10080.1283
10089.8940
10112.9617
10101.0033
Point Table
Point #
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
Raw Description

EDGE CONC
FL
FL

EP/SAWCUT

EP/SAWCUT
Northing
9957.3498
9917.5689
9917.5689
9839.0841
9839.0833
9864.5287
9864.5287
9868.5287
9868.5287
9907.2173
9907.2173
9910.2194
9910.2110
9914.2110
9914.2194
9919.1420
9919.1420
9933.2341
9933.2093
9937.1602
Easting
10104.0033
10097.9245
10081.9155
9988.6328
9987.1445
9987.1097
9960.1105
9960.1105
9987.1055
9987.0977
9960.1105
9960.1105
9941.6976
9941.6954
9960.1105
9960.1105
9987.0912
9986.9003
9941.6850
9941.6828
Point Table
Point #
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Raw Description

EP/SAWCUT

EDGE CONC

EDGE CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
Northing
9937.2342
9946.8288
9946.8288
9950.8288
9950.8288
9954.1416
9954.1535
9967.8414
9967.8406
9850.6760
9850.6803
9844.6760
9844.6803
9890.1845
9884.0926
9884.0963
9860.1080
9860.1029
9884.1682
9884.1797
Easting
9987.0812
9987.0812
9960.1105
9960.1105
9987.0738
9987.0716
9960.1105
9960.1105
9988.5644
10110.3465
10118.1798
10110.3498
10118.1831
10123.7426
10002.1784
10013.7469
10002.1678
10013.7650
10107.4102
10122.7399
Point Table
Point #
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
Raw Description
CONC
CONC

EDGE CONC

BLDG CRN

EDGE CONC
FL
FL
SAWCUT

EP/SAWCUT

EP/SAWCUT
Northing
9860.1741
9860.1848
9894.6145
9957.3155
9956.3551
9921.9593
9921.1830
9959.3083
9909.1208
9960.8049
9909.8049
9964.1790
9967.8414
9839.0849
9967.8414
9966.2093
9962.2093
9962.2194
9883.8591
9883.8282
Easting
10107.4271
10122.7569
10000.2044
10041.5971
10113.7435
10113.7623
10065.7628
10028.3252
10028.3944
10003.1785
10003.2065
10000.1662
9990.0187
9990.0145
9999.8457
9941.6669
9941.6691
9960.1105
9987.1076
9940.7120
Point Table
Point #
181
182
183
184
185
186
Raw Description

EP/SAWCUT

EP/SAWCUT
CNTL
CNTL
CNTL
Northing
9877.8282
9877.8591
9966.2194
9936.1328
9965.8754
9899.2026
Easting
9940.7153
9987.0959
9960.1105
9985.0881
10124.5840
10140.8704

CITY OF CAMARILLO
374 POLI STREET, SUITE 101
VENTURA, CALIFORNIA 93001
(805) 653-6597
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Sheet-Files\Onsite\Horizontal Control Plan.dwg, C-7.2, Mar 06, 2025 3:22pm, apalermo 3765 S Higuera St., Ste. 102
San Luis Obispo, CA 93401
p: (805) 543-1794
● rrmdesign.com
0 10 20 30 feet
SCALE: 1"=10' 5
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CUP-400
Project Name:

STEP 2: ASSESS SITE CONDITIONS
Provide an assessment of the project site using the following tables New Development Project General Characteristics
General Project Characteristics
Total Project Site Area
Total Disturbed Area
Total Existing (Pre-Project) Impervious Area
Post-Project Impervious Area [1]
Area of Green Roof (ET-1) [1]
Area Draining to Hydrologic Source Controls
(ET-2) [1]
Revised Post-Project Impervious Area
Project Imperviousness (%)
Redevelopment Project General Characteristics
General Project Characteristics
Total Project Site Area
Total Altered Area [6]
Total Existing (Pre-Project) Impervious Area
Was existing (pre-project) impervious area subject to postdevelopment stormwater quality control requirements? [2] Amount of Existing Impervious Area Altered [3]
Amount of Impervious Area Added
% Alteration of Existing Impervious Area [4]
Post-Project Impervious Area
(Impervious Area to be Mitigated) [1], [4]
Area of Green Roof (ET-1) [1]
Area Draining to Hydrologic Source Controls
(ET-2) [1]
Revised Post-Project Impervious Area
Project Imperviousness (%) [5]

0.00 0.26

0.26 Arneill Rd Mixed-Use Dev. - SW0037
Area (acres)

0.08 Area (acres)
N

0.08 326.88%

0.18 0.36

0.36 73.98%

0.00 0.00
February 2024 3
CUP-400
Project Name: Arneill Rd Mixed-Use Dev. - SW0037
Project Description
Describe current and proposed zoning and land use designation:

GaA - Garretson Loam
Hydrolic Soil Group: B; Ventura Soil Number: 5
Current zoning: CPD (Commercial Planned Development)
Proposed Zoning: Commercial Mixed-Use
Describe topography of project area. Identify low and high points and the location of steep slopes (provide a range of grades):

The site falls at approximately 2% from the southeast corner (high point) to the northwest.

Describe the site's soil types (A, B, C, D) and geological conditions:

Attach soil type information
Mixed-use project consisting of 9 residential units and 500 sf of commercial space.The post construction controls implemented on-site are a bioretention basin, multiple vegetated(conveyance only) swales, permeable pavers, two planters with downspout filters and roof downspouts with filters, a storm drain inlet with full trash capture device and an on-site storm drain pipe system.The offsite stormwater for the developed project shall be treated via existing street curb opening catch basin at Arneill and Pickwick that has a trash excluder screen.

Briefly describe project:

February 2024 4
CUP-400
Project Name:

Project Description, cont'd
Y/N/NA
N
N
N
Arneill Rd Mixed-Use Dev. - SW0037
Is there offsite drainage on the site? If so, identify the location(s) and source(s) of offsite drainage and the volume of water running onto the site:

Additional considerations:

Describe any existing utilities within the project area that would limit the possible locations of certain BMPs:

Existing utilities are overhead and will therefore not limit on-site BMPs.

Describe any environmentally sensitive areas (e.g. riparian areas, wetlands) within the project area:

Does the site contain any of the following characteristics:

Describe the site's groundwater conditions (e.g. depth to seasonal high groundwater):

Attach relevant geotechnical information
No environmentally sensitive areas on-site.

Majority of site covered in silt and sand mixture that ranges between the depths of 4.5 to 6 feet. The layer below is older alluvian silty sand soils with traces of clay that range from 7.5 to 13.5 depth. The next dense layer is medium sand with occasional gravel which ranges from 38 to

51.5 feet in depth. Groundwater was not encountered at a maximum depth of 51.5 ft. The depth to historic high groundwater is approximately 45' below ground surface.

No offsite drainage on-site.

Geotechnical considerations:

Refer to attached Engineering Geology and Geotechnical Engineering Report No. 24-10-86 prepared by Earth Systems Pacific dated October 24, 2024 and revised on November 6, 2024.

Collapsible Soil
Expansion Soil
Potential for seismically-inducted soil liquefaction
February 2024 5
CUP-400
Project Name:

STEP 2: POLLUTANTS OF CONCERN
Pollutants of Concern (See Section 3.3 of TGM)
SedimentNutrientsMetalsPesticidesOxygen Demanding SubstancesToxic OrganicsOil & GreaseBacteriaTrash and Debris Parking Lots X X X X X
Commercial Developments X X X X X X X
Other [fill in if necessary]
Other [fill in if necessary]
*Denote potential pollutant with "x"
Receiving Waterbody Listings (see Section 3.3. of TGM)
[7] If a waterbody is listed for "toxicity" and the cause and/or contribution to toxicity is known, then the consituent group known to contribute to toxicity are listed here (in lieu of listing "toxicity")
[6] For the purposes of this calculation, Total Altered Area shall mean any area that is altered as a result of land disturbance, such as clearing, grading, grubbing, and excavation. This excludes areas used exclusively for temporary stockpiling. [4] "% Alteration of Existing Impervious Area" determines the 50% threshold which is key in determining portion of site that must comply with postconstruction requirements - see Step 1 redevelopment categories for more detail. The amount of "Post Project Impervious Area" that must adhere to postconstruction requirements is dependant on 50% threshold [5] "Project Imperviousness" is calculated using the "Total Project Area" except when redevelopment projects that must mitigate only the altered portion of the redevelopment project area. In this case, the "Total Disturbed Area" is used to calculate "Project Imperviousness" Distance to Project
(ft)
[2] Land-disturbing activity that results in the creation or addition or replacement of less than 5,000 square feet of impervious surface area on an already developed site, or that results in a decrease in impervious area which was subject to the post development stormwater quality control requirements of Board Order 00-108, is not subject to mitigation unless so directed by the local permitting agency [3] Redevelopment does not include routine maintenance activities that are conducted to maintain the original line and grade, hydraulic capacity, or original purpose of the facility or emergency redevelopment activity required to protect public health and safety. Impervious surface replacement, such as the reconstruction of parking lots and roadways, that does not disturb additional area and maintains the original grade and alignment, is considered a routine maintenance activity. Agencies’ flood control, drainage, and wet utilities projects that maintain original line and grade or hydraulic capacity are considered routine maintenance. Redevelopment also does not include the repaving of existing roads to maintain original line and grade.

Constituent Group [7]
Bacteria, Salts, Trash, Metals,
Selenium, Nutrients, Pesticides,
PCBs, Sediment 23887.00
[1] Applicant should enter post-project impervious cover prior to accounting for green roof and hydrologic source control (HSC) credits. Volume reduction provided by green roofs and HSCs are accounted for implicitly in the sizing calcuations for BMPs by assuming the roof area covered by a green roof or the area draining to a HSC is pervious rather than impervious when caluclating the runoff coefficient for the site. Green roofs and HSCs are not required to be considered for all project locations and types. In order to obtain credit, Green Roofs and HSCs must be designed as specified in the TGM.

Additional detail on Green Roofs (ET-1) and HSCs (ET-2) can be found in Section 6 of the TGM.

Receiving Waterbody
(watershed indicated in parentheses)
Other [fill in if necessary]
Arneill Rd Mixed-Use Dev. - SW0037
Activity / Potential Land Uses
Potential Pollutant*
Revolon Slough & Beardsley Wash (Calleguas Creek)
February 2024 6
CUP-400
Project Name:

STEP 3: APPLY SITE DESIGN PRINCIPLES AND TECHNIQUES
Site Planning Y
Protect and Restore Natural Areas N/A
Minimize Land Disturbance Y
Minimize Impervious Cover Y
Apply LID at Various Scales Y
Implement Integrated Water Resource
Management Practices Y
[1] Refer to Section 4.2 - 4.7 of the TGM for applicable Design Criteria.

Arneill Rd Mixed-Use Dev. - SW0037
Included?
Y/N/NA
The project utilizes infiltration measures and drought-tolerant landscaping and smart irrigation controllers.

Provide a brief description of site design principles and techniques included within the proposed project site.

Brief Description of the Site Design Measure
Proposed building roof downspouts with downspout filters will connect to landscaping and/or planter box. Runoff from hardscape areas will drain into permeable pavers for infiltration. Pavers will overflow to LID basin.

Project site is a vacant lot previously developed.

The project utilizes a multi-story design to minimize building footprint.

The permeable pavers in the parking lot will reduce the impervious cover of the project.

This project makes use of a previously developed site and proposes a higher density than the previous SFR.

Site Design Measures [1]
February 2024 7
hWͲϰϬϬ
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)HEUXDU\ 6XEPLWWDO/LVW

OH OH OH OH OH
FLOW
FLOW
FLOW
FLOW

ARNEILL ROAD
> > > > > > > > > > > > > > > > >
> >
SD
>
T
> > > > > > > > > > > > >
SD

FW FW FW
> > > > >
> > >

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > > > > > > > > > > > > > >
SD
SDSD
> >
> >

FW FW FW FW FW FW

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING
SD
SD

IR IR IR IR

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT BASIN: 300± CF OF BIO-RETENTION
PERMEABLE PAVERS #2:
1055± SF
338± CF STORAGE
PERMEABLE PAVERS #1:
902± SF
865± CF STORAGE

TRASH ENCLOSURE

VEGETATED SWALE FL

CURB CUT FOR FLOW INTO BASIN

SD LINE

VEGETATED SWALE FL

OVERFLOW
RISER
12"X12" BOX CATCH BASIN

SD INLET WITH FLOGARD

FULL TRASH CAPTURE

DRAIN INLET FILTER PER
DETAIL ON PLAN NO. C-5.1

CONNECT SD INLET TO SD SIDEWALK SIDEWALK UNDERDRAIN UNDERDRAIN

SD SIDEWALK

UNDERDRAIN

CONNECT SD STRUCTURE TO

SIDEWALK UNDERDRAIN

VEGETATED SWALE FL

SD LINE

SD SIDEWALK

UNDERDRAIN

PLANTER

PLANTER
FL FL

RIDGE LINE

RIP RAP PER DETAIL ON THIS SHEET

SD LINE

SD LINE
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1

DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER PER
INSTALLATION NOTE 34 AND
DETAIL ON PLAN NO. C-5.1 ROOF DRAIN

DOWNSPOUT WITH

FILTER PER

INSTALLATION NOTE
16 AND DETAIL ON
PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER INSTALLATION
NOTE 16 AND DETAIL
ON PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER INSTALLATION
NOTE 16 AND DETAIL
ON PLAN NO. C-5.1

ROOF DRAIN

DOWNSPOUT WITH

FILTER PER
INSTALLATION NOTE 16

AND DETAIL ON PLAN
NO. C-5.1
DMA 2
DMA 5
DMA 6
DMA 3
DMA 1
DMA 4
DMA 7 - OFFSITE
DMA 8 -

OFFSITE

FLAT BOTTOM

NO SLOPES

BIORETENTION SOIL MEDIA MIX
12"
BIORETENTION BASIN CROSS SECTION N.T.S.
±13.0' WIDTH
30" NO. 2 STONE SUBBASE void ratio = .3
MAX 6" PONDING
NOTES:

1. OVERFLOW RISER TO BE DESIGNED PER FIGURE 6-20 IN VENTURA COUNTY TECHNICAL GUIDANCE MANUAL.

2. BIORETENTION SOIL MEDIA SHOULD CONSIST OF 60% TO 80% FINE SAND AND 20% TO 40% COMPOST PER VENTURA TECHNICAL GUIDANCE MANUAL SPECIFICATIONS.

3. LIST OF BIORETENTION PLANT TYPES:

3.1. CHONDROPETALUM TECTORUM `EL CAMPO'

3.2. JUNCUS PATENS `ELK BLUE`

3.3. KNIPHOFIA UVARIA `MALIBU YELLOW`

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

OUTLET ELEV
166.50 3"X6" NOTCH
INV ELEV 166.00
OUTLET 3" X 5"

ALHAMBRA

RECTANGULAR

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
36"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #1 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW
FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE.

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
12"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #2 SECTION N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW

FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

CURB CUT

ELEVATION FINISH GRADE PER PLAN
RIP RAP ENERGY DISSIPATION DETAIL N.T.S.

FLOW
PLACE 6"-8" NOMINAL

SIZE ROCK

NON-WOVEN

GEOTEXTILE FABRIC

BIORETENTION SOIL MIX
3:1
4' LENGTH x 3' WIDTH (MIN.) MAX

BOTTOM OF BASIN

0.137
5 0.007

0.785

0.107

0.100

0.05 0.756

0.75 0.063

BIORETENTION
BASIN - DMA's 3, 4, and 5
Alyssa Palermo, Engineer 1
Bioretention Basin
February 7, 2025
Arneill Road Mixed Use Development - SW0037
East side of Arneill Road, between Barry and Lomita Street in City of Camarillo Small shrubs/Grass
Overflow Riser to Sidewalk Underdrain
283.70
Provided SQDV = 300 ft3

0.5 1.5
1 1.5

0.33 283.7

0.33 48

1.33 0.5

3.0 OVEREXCAVATION WILL BE

REQUIRED BELOW EXISTING
GRADE AT MINIMUM 6' TO GET AN
INFILTARTION RATE OVER 0.5
IN/HR (6' DEPTH IS BELOW LAYER

OF EXISITNG ARTIFICIAL FILL TO
BE REMOVED). PER GEOTECH
REPORT, IT-1 RATE OF 97.93 IN/HR
AT 15' DEPTH AND IT-2 RATE IS

0.45 IN/HR AT 4' DEPTH. ASSUME

0.5 IN/HR MINIMUM.

0.25 2.5
.3

2.0 72
141.85
150
NOTE:
±150 SF OF BIORETENTION AREA IS PROPOSED, WITH
A PONDING DEPTH OF 0.5' AND SIDE SLOPES OF 3:1.

0.176

0.009

0.777

0.128

0.05 0.749

0.75 0.063
361.76

PERMEABLE PAVEMENT
PERMEABLE PAVERS #1 - DMA 2

0.137
SQDVPROVIDED = 865.42 ft3
5 Alyssa Palermo, Engineer 1
Permeable Pavement
February 6, 2025
Arneill Road Mixed Use Development - SW0037
East side OF Arneill Road , between Barry and Lomita Street in City of Camarillo Overflow to sidewalk underdrain
N/A

NOT USED

0.5 48

2.0 0.32
3 0.32
3 2.0

OVEREXCAVATION WILL BE REQUIRED BELOW EXISTING
GRADE AT MINIMUM 6' TO GET AN INFILTARTION RATE OVER

0.5 IN/HR (6' DEPTH IS BELOW LAYER OF EXISITNG
ARTIFICIAL FILL TO BE REMOVED). PER GEOTECH REPORT,
IT-3 RATE OF 0.49 IN/HR AT 3' DEPTH AND IT-4 RATE IS 22.93 IN/HR AT 14' DEPTH. ASSUME 0.5 IN/HR MINIMUM.

NOTE: PERMEABLE PAVERS WILL OVERFLOW TO SIDEWALK
UNDERDRAIN AND OUTLET TO ARNEILL ROAD.

APROVIDED = 901.5 ft2
346.73

0.037

0.002

0.296

0.009

0.05 0.317

0.75 0.063

31.84 PERMEABLE PAVEMENT
PERMEABLE PAVERS #2 - DMA 6

0.011
SQDVPROVIDED = 337.59 ft3
5 Alyssa Palermo, Engineer 1
Permeable Pavement
February 6, 2025
Arneill Road Mixed Use Development - SW0037
East side of Arneill Road between Barry and Lomita Street in City of Camarillo Overflow to Basin
N/A

NOT USED

0.5 48

2.0 0.32
1 0.32
1 2.0

OVEREXCAVATION WILL BE REQUIRED BELOW EXISTING
GRADE AT MINIMUM 6' TO GET AN INFILTARTION RATE OVER

0.5 IN/HR (6' DEPTH IS BELOW LAYER OF EXISITNG
ARTIFICIAL FILL TO BE REMOVED). PER GEOTECH REPORT,
IT-1 RATE OF 14.01 IN/HR AT 14' DEPTH AND IT-2 RATE IS 1.11 IN/HR AT 3' DEPTH. ASSUME 0.5 IN/HR MINIMUM.

NOTE: PERMEABLE PAVERS WILL OVERFLOW TO A VALLEY GUTTER THAT WILL CONVEY RUNOFF TO A CURBCUT THAT DIRECTS THE RUNOFF TO THE BIORETENTION BASIN ON-SITE.

APROVIDED = 1054.98 ft2

78.95 Table 6-9: Infiltration Facility Safety Factor Determination Worksheet Factor Category Factor Description Assigned Weight (w) Factor Value (v) Product (p) p = w x v A - Sustainability Assessment Soil assessment methods 0.25 2 0.5 Predominant soil texture 0.25 2 0.5
Site soil variability 0.25 1 0.25
Depth to groundwater / impervious layer 0.25 1 0.25

1.5 B - Design Tributary area size 0.25 1 0.25
Level of pre-treatment/ expected sediment loads 0.25 1 0.25 Redundancy 0.25 1 0.25
Compaction during construction 0.25 1 0.25
1 Note: For all high concerns assign a factor value of 3, for medium concerns assign a factor value of 2, and for low concerns assign a factor value of 1.

Sustainability Assessment Safety Factor SA
Design Safety Factor SB

Page 1 of 10 ends

RECORDED AT THE REQUEST OF
AND WHEN RECORDED MAIL TO:

City Clerk
City of Camarillo
601 Carmen Drive
Camarillo, California 93010
Recorded for the benefit of City of Camarillo.

No fee required (Government Code §27383)
Covenant and Deed Restriction
Assessor Parcel No(s): _________________________________________

STORMWATER TREATMENT DEVICE

ACCESS AND MAINTENANCE AGREEMENT
FOR PROJECT NO. ___ ____________
OWNER:

PROPERTY ADDRESS:

THIS AGREEMENT is made and entered into this ___ _ day of , , by and between ___ ____________________________________
(“Owner”) and the City of Camarillo, a general law city and municipal corporation (“City”).

1. RECITALS. This Agreement is entered into with reference to the following:

A. Owner owns real property (“Property”) in City’s jurisdiction, more specifically described in attached Exhibit “A” and shown on the map in Exhibit “B”, each of which is incorporated by this reference.

B. At the time of initial approval of development project known as ______________________ on the
Property, City required the project to employ on-site control measures to minimize pollutants in urban runoff.

C. Owner intends to install the following device(s)
___________________________________________________________ (“Device”) as the on-site control measure(s) to minimize pollutants in urban runoff (as shown in the attached Exhibit “C”, which is incorporated by this reference, and on the Stormwater Pollution Control or Prevention Plan No. ________.

CUP-400-SW0037
City of Camarillo
162-0-012-210, -280, -290, -300, -310
East side of Arneill Rd between Barry and Lomita St.

Arneill Road Mixed Use Development
A bioretention basin with a bottom area of 150 sf, permeable pavers with an area of 1,956 sf, multiple vegetated swales, two planters with downspout drains and filters, multiple roof/deck drains with downspout filters, a storm drain inlet with a full trash capture device and an on-site storm drain pipe system. 2024-21
City of Camarillo
7 March, 2025,
runoff (as shown in the attached Exhibit C , which is incorporated by this reference, and on theStormwater Pollution Control orPrevention Plan No. ________.
p pp y

Page 2 of 10 ends

D. The Device must be installed in accordance with approved plans and specifications shown on City Drawings Nos. C- through
C- on file with City Engineer,
and incorporated by this reference.

E. The Device, installed on private property and draining only private property, is a private facility and all maintenance or replacement of the Device is the sole responsibility of Owner in accordance with the terms of this Agreement.

F. Owner is aware that periodic and continuous maintenance, including, without limitation, filter material replacement and sediment removal, is required to assure peak performance of the Device, and that such maintenance activity will require compliance with all local, state, or federal laws and regulations, including those pertaining to confined space and waste disposal methods in effect at the time such maintenance occurs.

G. Owner agrees to comply with the most up to date requirements of the City’s Phase I Municipal Separate Storm Sewer System (MS4) National Pollutant Discharge Elimination System (NPDES) Permit and associated order, including but not limited to submitting a maintenance agreement if required by the Permit.

2. ACCESS. Owner grants a license to City’s designee for complete access, of any duration, to the Device and its immediate vicinity at any time, upon reasonable notice, or in the event of emergency, as determined by City’s Director of Public Works (“Director”), no advance notice, for the purpose of inspection, sampling, testing of the Device, and, in case of emergency, to undertake all necessary repairs or other preventative measures at Owner’s expense as provided below.

City will make every effort at all times to minimize and avoid interference with Owner’s use of the Property.

3. MAINTENANCE. Owner will use its best efforts to diligently maintain the Device in a manner assuring peak performance at all times. Refer to the Stormwater Pollution Control/Prevention Plan for further maintenance instructions and the attached Exhibit “C”. All reasonable precautions will be exercised by Owner and Owner’s representative or contractor in the removal and extraction of material(s) from the Device and the ultimate disposal of the material(s) in a manner consistent with all relevant laws and regulations in effect at the time. In October of each year, Owner will provide City with documentation identifying the date of inspection, type and quantity of material(s) removed and disposal destination, and other maintenance performed.
18712
18720

Page 3 of 10 ends

4. DEFAULT. Should Owner, or its successors or assigns, fail to accomplish the necessary maintenance contemplated by this Agreement within ten (10) days after being given written notice by City, City is authorized to take any maintenance action needed and charge the entire cost and expense to Owner or Owner’s successors or assigns, including administrative costs, attorneys’ fees and interest at the maximum rate authorized by law from the date of notice of any expenses incurred by City until paid in full.

5. SECURITY. City may require Owner to post security in form and for a time period satisfactory to City to guarantee the performance of this Agreement. Should Owner fail to perform the obligations under this Agreement, City may, in the case of a cash bond, act for Owner using the proceeds from it, or in the case of a surety bond, require the surety to perform the obligations of the Agreement. As an additional remedy, Director may cause the withdrawal of any previous stormwater related approval with respect to the property on which a Device has been installed until such time as Owner repays to City its reasonable costs.

6. RECORDATION. This Agreement will be recorded in the Ventura County Recorder’s Office at Owner’s expense and will constitute notice to all successors and assigns of title to the Property of Owner’s obligations, and also a lien in such amount as will fully reimburse City, including interest, subject to foreclosure in event of default in payment.

7. ENFORCEMENT. In the event City initiates legal action occasioned by any default or action of Owner, or its successors or assigns, then Owner and its successors or assigns agree to pay all costs incurred by City in enforcing the terms of this Agreement, including reasonable attorney’s fees and costs, and that the same may become a lien against the Property.

8. RUNS WITH PROPERTY. The burdens and benefits in this Agreement constitute covenants that run with the Property and constitute a lien upon the Property.

9. SUCCESSORS. This Agreement is binding upon the heirs, successors, executors, administrators and assigns of the parties. The term “Owner” includes not only the present Owner, but also its heirs, successors, executors, administrators, and assigns. Owner will notify any successor to title of all or part of the Property about the existence of this Agreement. Owner will provide this notice before such successor obtains an interest in all or part of the Property.

Owner will provide a copy of such notice to City at the same time such notice is provided to the successor.

10. TIME IS OF ESSENCE. Time is of essence in the performance of this Agreement.

Page 4 of 10 ends

11. NOTICES. Any notice to a party required or called for in this Agreement will be served in person, or by deposit in the U.S. Mail, first-class postage prepaid, to the address set forth below. Notice will be deemed effective upon receipt, or 72 hours after deposit in the U.S. Mail, whichever is earlier. A party may change a notice address only by providing written notice to the other party.

Page 5 of 10 ends

IF TO CITY: IF TO OWNER:

Public Works Department - Stormwater Program
601 Carmen Drive
Camarillo, California 93010
Telephone #________________
IN WITNESS THEREOF, the parties hereto have affixed their signatures as of the date first written above.

CITY OF CAMARILLO: OWNER:
_________________________________ (If a legal entity such as a corporation, City Manager partnership, limited liability company, or trust, please print the entity’s name and
name and title of signer above signature
line and then sign. If individual, please
print name of signer above signature
line.)

ATTEST: ________________________________
_________________________________ ________________________________ City Clerk

________________________________
APPROVED AS TO FORM BY:

Rachel Richman, City Attorney
January 9, 2024 ________________________________

NOTARIES ON FOLLOWING PAGE
c: Public Works Department (2)
Public Works Stormwater
City GIS Dept.

Owner

Page 6 of 10 ends

EXHIBIT A
(Legal Description)
OH OH
FLOW
FLOW
FLOW
FLOW > > > > > > > >
>
T
> > > > > >
> >
>

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > >
>
>

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT PARKING FLOW FLOW
BASIN: 300± CF OF BIO-RETENTION
PERMEABLE PAVERS #2:
1,055± SF
338± CF STORAGE
PERMEABLE PAVERS #1:
902± SF
865± CF STORAGE

SD LINE

CURB CUT FOR FLOW INTO BASIN

SD LINE

OVERFLOW
RISER
10 11 10
11 12
13 13
13 14
15 15
15 SD INLET
10 11

SIDEWALK

UNDERDRAIN

SD INLET WITH FULL

TRASH CAPTURE
DEVICE
SD
INLET
13 TRASH

ENCLOSURE

SIDEWALK

UNDERDRAIN
10 11
10 11
10 11
10 11
10 11
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
16 17
17 17
17 17 17
17 17
17 RIP RAP
18 18
13 13

SD INLET
10 11
19 19 19 19 19 19
19 19
19 19
19 SIDEWALK

UNDERDRAIN

POST-CONSTRUCTION KEYNOTES
# NAME

CATCH BASIN SIGNAGE

CATCH BASINS

COVERED TRASH ENCLOSURE

STREET AND PARKING LOT SWEEPING

BIORETENTION BASIN
PERMEABLE PAVERS AREA #1 & #2

FULL TRASH CAPTURE DEVICE

VEGETATED SWALE

PLANTER

ROOF/DECK DRAIN WITH FLOGARD

Page 8 of 10 ends

EXHIBIT C
Minimum Maintenance Requirements
For Post-Construction Treatment Devices
Maintenance logs will be required by the City of Camarillo in October of each year for all post-construction devices listed below. At a minimum, the maintenance log should include documentation identifying the device, its location, date of inspection, inspector’s name and signature, type and quantity of material(s) removed, disposal destination, and other maintenance performed. The California Stormwater BMP Handbooks referred to below can be obtained at www.cabmphandbooks.com and the Ventura County Technical Guidance Manual for Stormwater Quality Control Measures (TGM) can be obtained at www.vcstormwater.org. . If device does not apply, write N/A.

Treatment Device Minimum Maintenance Requirements/Schedule Onsite trash enclosures
constructed with solid roof that
protects against stormwater
entering refuse bins.

Inspect yearly prior to October 1 for leaks. Remove solids, stains and/or residue from floor and walls of trash enclosure with dry methods when possible. If water must be used after sweeping/using absorbents, collect water and discharge through grease interceptor to the sewer (check with local Sanitation Department before discharging to sewer). Do not hose down area to a storm drain. Refer also to Calif. Stormwater Municipal BMP Handbook – SC-34.

Onsite storm drains & catch
basins
All onsite catch basins to be inspected and cleaned at least twice a year.

Once immediately prior to October 1 and once in January. Additional cleanings may be required if more than 40% full.

Parking lots & sidewalks Sidewalks and parking lots to be swept regularly to prevent accumulation of litter and debris. Litter, debris and any cleaning agents will be trapped and collected and disposed of properly to prevent entry into storm drain system. Refer also to Calif. Stormwater Municipal BMP Handbook – SC43 & SC-71.

TCM-1 Detention Basin
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines
Inspect basin semiannually, after each significant storm, or more frequently, if needed. Check/correct as required: differential settlement, cracking; erosion, leakage or tree growth on embankment; the condition of the riprap in the inlet, outlet and pilot channels; sediment accumulation in the basin; and the vigor and density of the grass turf on the basin side slopes and floor. Remove litter and debris from banks and basin bottom as required. Repair erosion to banks and bottom as required. Remove sediment when accumulation reaches 25% of original design depth, or if resuspension is observed. Clean in early Spring so vegetation damaged during cleaning has time to reestablish.

Inspect outlet for clogging a minimum of twice a year, before and after the rainy season, after large storms, and more frequently if needed.

Correct observed problems as necessary. Clean fore bay frequently to reduce frequency of main basin cleaning. Control mosquitoes, as necessary.

BIO-3, 4 Biofilters (Swales
Grass Strip Filters)
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines
Check annually for signs of erosion, vegetation loss, and channelization of the flow. The grass should be mowed when it reaches a height of 6 inches. Allowing the grass to grow taller may cause it to thin and become less effective. The clippings should be removed.

N/A
Self treating swales within DMA
1, 2, and 3

Page 9 of 10 ends

Treatment Device Minimum Maintenance Requirements/Schedule Media Filter, Clarifier, Wet
Vault, Vortex Separator,
Hydrodynamic Systems
Device Name:______________
Model#: __________________
Mfr.(Name & Address):
_____________________
_____________________
Follow manufacturer’s recommended maintenance specifications.

Inspect unit twice during first wet season of operation, setting the cleaning frequency accordingly. Annually inspect for floating debris, sediment buildup, and accumulated petroleum products. Remove accumulated sediment in vault after construction in the drainage area is complete. Recommended frequency of cleaning ranges from one to two years – confirm with manufacturer. Maintenance consists of removal of accumulated material with an educator truck. It may be necessary to remove and dispose of the floatables separately due to the presence of petroleum product. Control mosquitoes, as necessary. Annual maintenance is typical. Refer also to Calif. Stormwater Municipal BMP Handbook – MP-50 & MP-51.

Drain Insert
Mfr.(Name & Address):
_____________________
Model: _____________
Follow manufacturer’s recommended maintenance specifications. At the beginning of the wet season and after significant storms, inspect for proper functioning and remove sediment buildup. After construction, verify that stormwater enters the unit and does not leak around the perimeter. Refer also to Calif. Stormwater Municipal BMP Handbook – MP-52.

Drain Insert – Connector Pipe
Screen (CPS)
MODEL: StormTek ST-3G
(removable half-moon CPS)
Mfr.: Advanced Solutions
714-457-3283
www.stormtekCPS.com
Or
MODEL: Flexstorm CPS
(removable half-moon)
Mfr: ADS/Flexstorm
805-904-9923; 866-287-8655
www.ads-pipe.com
Follow manufacturer’s recommended maintenance specifications.

Inspect quarterly and before and after significant rain events. Clean device and catch basin if 25% or more full of trash and debris. CPS screen may need to be pressured washed; block outlet pipe and vacuum wastewater; do not allow wastewater to exit outlet pipe. May require use of industrial vacuum or vactor truck. Dispose of debris properly.

INF-5 Permeable Pavement
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines

1. Regularly Inspect pavement or pavers for pools of standing water after rain events, this could indicate clogging.

2. Actively (3-4 times per year) vacuum sweep the pavement to reduce the risk of clogging by frequently removing fine sediments before they can clog the pavement and subsurface layers.

3. Inspect for vegetation growth on pavement and remove when present.

4. Inspect for missing sand/gravel in spaces between pavers and replace as needed.

5. Activities that lead to ruts or depressions on the surface should be prevented or the integrity of the pavement should be restored by patching or repaving.

6. Spot clogging of porous concrete may be remedied by drilling 0.5 inch holes every few feet in the concrete.

7. Interlocking pavers that are damaged should be replaced.

8. Maintain landscaped areas and reseed bare areas.

N/A
Make: FloGard® Grate Inlet Basket
Model: FF-24D
N/A
1956 sf of permeable
paving on-site
One (1) Full Trash Capture Device:

By Oldcastle Infrastructure, Inc.

Make: FloGard® Downspout Filter
Model: FG-DS4A
Eleven (11) Downspout Drain Filter Device:

By Oldcastle Infrastructure, Inc.

Page 10 of 10 ends

Treatment Device Minimum Maintenance Requirements/Schedule INF-3 or BIO-1 Bioretention
with or without Underdrain
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines

1. Repair small eroded areas

2. Remove trash and debris and rake surface soils

3. Remove accumulated fine sediments, dead leaves, and trash

4. Remove weeds and prune back excess plant growth. Replace dead plants.

5. Remove sediment and debris accumulation near inlet and outlet structures.

6. Periodically observe function under wet weather conditions

7. Replace or add mulch as needed to maintain a 2-3” depth at least once every two years.

8. If sediment is deposited in the bioretention area, immediately determine the source within the contributing area, stabilize, and remove excess surface deposits.

9. Via observation well inspect underdrain for standing water/proper dewatering.

INF-1, 2 Infiltration Basin or
Trench
See Ventura County Technical
Guidance Manual (5/29/15) for
further maint. guidelines.

1. Remove trash, debris, and sediment at inlet and outlets

2. Wet weather inspection to ensure drain time. Basin or trench should drain within 72 hours of storm. If clogging occurs refer to VC TGM for further guidance.

3. Remove weeds

4. Inspect for mosquito breeding

5. Remove sediment when 6 inches has accumulated and replace vegetation that was removed during sediment removal process.

6. Regularly inspect pretreatment sediment removal device for nec. maint.

INF-6 Proprietary Infiltration
Basin or Trench
Model: _____________
Mfr.: _______________
Phone: _____________
Follow manufacturer guidelines.

Minimum Maintenance:

1. Remove trash, debris, and sediment at inlet and outlets

2. Wet weather inspection to ensure drain time. Basin or trench should drain within 72 hours of storm.

3. Inspect for mosquito breeding

4. Regularly inspect pretreatment sediment removal device for necessary maintenance
Other Device:
1/8/2024 ver.

INF-3; Site includes a
bioretention basin with
a bottom area of 150 sf.

N/A
N/A
Planter
Per manufacturer guidelines and per detail 6 on Landscape Plan sheet LI503
Stormwater Treatment/Mitigation Device
Operations & Maintenance Plan
Address: Arneill Road (APN #162-0-012-210, -280, -290, -300, -310) Project No.: CUP-400
Date: February 7, 2025
Prepared for:

Owner Name: City of Camarillo, David Moe
Owner Mailing Address: 601 Carmen Drive Camarillo, CA 93011 Prepared by:

Name: Alyssa Palermo
Company: _RRM Design Group
Mailing Address: 3765 S. Higuera St., San Luis Obispo, CA 93401 Phone No.: (805) 543-1794

Page 2 of 19 ends

STORMWATER TREATMENT OPERATIONS & MAINTENANCE PLAN
Arneill Road Mixed Use Development – CUP-400

Project Address & No.

INTRODUCTION
This Stormwater Treatment Operations and Maintenance Plan (O&M) has been prepared for the developments located at the above address in Camarillo, California.

This O&M has been prepared in conformance with the guidelines set forth in Appendix I (Maintenance Plan Guidelines & Checklists) of the Technical Guidance Manual for Storm Water Quality Control Measures.

Page 3 of 19 ends

1. SITE MAP – SEE APPENDIX A

Page 4 of 19 ends

2. BASELINE DESCRIPTIONS
This is a mixed-use project consisting of (9) residential units and 500 square feet (SF) of commercial space. The mixed-use building fronting Arneill Road is a 2-story building that includes a commercial space, community space for the residents, and (2) 1-bed units on the second floor. The back building contains (2) 2-bedroom units and (5) 1-bedroom units.

2.1. O&M Implementation Responsibility
Table 2-1 O&M Implementation Responsibility
Company Contact and Telephone Number Responsibility
City of Camarillo Public Works (805) 388-5340 Operation and Maintenance

2.2. Financing Mechanism & Estimated Annual Maintenance Cost Owner to be responsible for financing, inspection, maintenance, and upkeep of stormwater control measures.

Estimated Annual Maintenance Cost for Storm water Treatment Device: $1,570.25

2.3. Permanent Stormwater Control Measures
This facility is equipped with the following permanent stormwater control measures:
x DMAs 4,5, and 6 shall be retained on an on-site bioretention basin. There is 150 sf of bioretention basin per detail on Post Construction Stormwater Management Plan (PCSMP #SW0037) with an approximate annual maintenance cost of $103. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.
x DMAs 2 and 3 shall be retained via Permeable Pavers #1 and DMA 5 shall be retained via Permeable Pavers #2. There are 1,956 sf of permeable pavers per detail on Post Construction Stormwater Management Plan (PCSMP #SW0037) with an approximate annual maintenance cost of $1,344. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft. x There are multiple vegetated swales to be used for conveyance only on-site. The vegetated swales contain approximately 168 sf of landscaped area with an approximate annual maintenance cost of $115. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.
x DMA 7 and 8 are offsite and shall join the public storm drain system at the intersection of Arneill and Pickwick by entering the existing curb drain catch basin inlet. The existing inlet contains trash excluder screens to treat the offsite runoff.
x There is a proposed Full Capture Trash Capture device for the site located in DMA 2. The device

Page 5 of 19 ends

shall be manufactured by Oldcastle Infrastructure and the model is the FloGard Catch Basin Inlet Filter - Grate Inlet Style (per detail on Plan No. C-5.1. The inlet grate is 4 sf area with an approximate annual maintenance cost of $2.75. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.
x There are two planter boxes located below downspout drains on site. The planter boxes are designed per Detail 6 on Landscape Sheet LI503 in the landscape plans and will be piped directly into the on-site storm drain pipe system. The planter boxes contain approximately 8 sf of landscaped area with an approximate annual maintenance cost of $5.50. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.
x There are multiple roof downspout drains on site that do not outlet to a planter box. There are six deck drains with a FloGard downspout filter (per detail on Plan No. C-5.1) at the rear of the Residential Building that outlet onto impermeable pavers. There are 5 downspout drains with a FloGard downspout filter (per detail on Plan No. C-5.1) that outlet to landscape areas via splashblock. The roof drains and deck drains collect all of the stormwater from the roof of the buildings. The roof surface area is approximately 4218.5 sf with an approximate annual maintenance cost of $2,898. This cost was determined using the Minnesota Stormwater Manual reference to a study published in 2017 by the American Society of Civil Engineers (ASCE) that shows the median annual maintenance cost of bioretention devices was estimated at $0.687/sq ft.

2.4. Inspection and Maintenance Procedures
Inspection and maintenance procedures for the stormwater treatment devices are presented in the tables below. Inspection and maintenance activities are discussed in Section 6.

Note: An inspection checklist from the Technical Guidance Manual Appendix I should be included for each device. Below is a list of devices that have an inspection checklist. a) Bioretention/Planter Box
b) Vegetated Swale Filter
c) Vegetated Filter Strip
d) Sand Filter
e) Infiltration BMPs
f) Permeable Pavement
g) Constructed Treatment Wetland
h) Wet Retention Basin
i) Dry Extended Detention Basin
j) Proprietary Devices
Table 2-2 Inspection
Area Item Frequency
Equipment/Materials
Necessary
Safety
Equipment
Catch Basin
Signage
Inspect the catch basins to
ensure that they are labeled
with the wording “Don’t Dump
– Drains to Creek.”
Quarterly None None
Catch Basins Inspect the catch basins for
debris and sediment build up.

Quarterly None May require use
of Gas Detector
and confined

Page 6 of 19 ends

space training
certification.

Covered Trash
Enclosure
Trash Enclosures will be kept
free of debris. No debris shall
be washed to the storm drain.

Monthly None
Street & Parking
Lot Sweeping
Private roads and parking lots
shall be maintained free of
litter/debris.

Monthly None Debris must be
disposed of
properly and not
swept into storm
drains.

Bioretention
basin
Inspect bioretention basin side
slopes, soil media, and
irrigation for stability and
functionality and plants for
health.

Monthly None
Permeable pavers Inspect pavers for sediment
accumulation, ponding, and/or
clogging.

Monthly None Debris must be
disposed of
properly and not
swept into storm
drains.

Vegetated Swales
(for conveyance
only)
Inspect the swales for trash
and debris that inhibits
conveyance.

Monthly None Debris must be
disposed of
properly.

Oldcastle
Infrastructure
FloGard - Full
Trash Capture
Device
Inspect the trash capture
device for debris and sediment
build up.

Quarterly None Debris must be
disposed of
properly. May
require use of Gas
Detector and
confined space
training
certification.

Planter Box Inspect the planter for trash
and debris that inhibits
drainage.

Monthly None Debris must be
disposed of
properly.

Oldcastle
Infrastructure
FloGard
Downspout Filter
Inspect the filter for debris and
sediment build up. Inspection
per manufacturers
specifications.

Quarterly None Debris must be
disposed of
properly.

Page 7 of 19 ends

Table 2-3 Maintenance
Area Item Frequency
Equipment/Materials
Necessary
Safety
Equipment
Catch Basin
Signage
Replace signage when worn
or wording is no longer
legible.

When deemed
necessary by
inspection
Replacement plaque
(available from the city
at 805-383-5659)
Safety glasses,
gloves, long
pants, and
sturdy work
shoes.

Catch Basins Remove debris and clean as
necessary.

Quarterly May require use of
vacuum or vactor truck
and gas detector.

Gas detector
and confined
space training
certification
may be
required.

Covered Trash
Enclosures
Trash Enclosures will be kept
free of debris. No debris shall
be washed to the storm
drain.

Monthly
Street &
Parking Lot
Sweeping
Private roads and parking
lots shall be maintained free
of litter/debris.

Monthly Street Sweeper Debris must
be disposed of
properly and
not swept into
storm drains.

Bioretention
basin
Bioretention basin shall be
maintained free of
litter/debris and inspected
for plant health, irrigation
functionality, and soil media
infiltration rates.

Quarterly Replacement plants
and/or soil media;
mowing machine
Permeable
pavers
Permeable pavers shall be
maintained free of
sediment/debris and
inspected for surface clogs
and/or erosion.

Quarterly Vacuum truck Debris must
be disposed of
properly and
not swept into
storm drains.

Vegetated
Swales (for
conveyance
only)
The swales shall be
maintained free of debris
and inspected for surface
clogs and/or erosion.

Monthly Hand tools Debris must
be disposed of
properly and
not swept into
storm drains.

Oldcastle
Infrastructure
FloGard - Full
Trash Capture
Device
Trash capture device to be
maintained and free of
debris and inspected for
clogs.

Quarterly Hand tools. May require
use of vacuum or vactor
truck and gas detector.

Gas detector
and confined
space training
certification
may be
required.

Page 8 of 19 ends

Area Item Frequency
Equipment/Materials
Necessary
Safety
Equipment
Planter Box The planters shall be
maintained free of debris
and inspected for surface
clogs and/or erosion. Outlet
pipe to be inspected for
clogs.

Monthly Hand tools Debris must
be disposed of
properly and
not swept into
storm drains.

Oldcastle
Infrastructure
FloGard
Downspout
Filter
Filters to be maintained and
free of debris and inspected
for clogs. Maintenance per
manufacturers
specifications.

Quarterly Hand tools. May require
use of vacuum or vactor
truck and gas detector.

Debris must
be disposed of
properly and
not swept into
storm drains.

2.5. Housekeeping Procedures
As appropriate list appropriate housekeeping practices. See http://www.vcstormwater.org/index.php/programs/business for a list of clean business fact sheets (which can be referenced or attached to your O&M plan.

N/A

SPILL O&M
These spill response procedures have been developed to respond to potential spills at the site.

2.6. Emergency Notification Procedures
If there has been a release of hazardous material, follow the notification procedures presented below.

ON SITE SPILLS
Immediately contact the O&M Coordinator listed in Table 2-1.

If the O&M Coordinator is unavailable, immediately notify the following agencies. If the O&M Coordinator is available, he should make these notifications.

Local emergency response: 911
Ventura County Spill Hotline: (805) 320-6244
City of Camarillo Illicit Discharge Spill Hotline: (805) 388-5338 State Office of Emergency Services (OES): (805) 852-7550 Ventura County Environmental Health
Department:

Business hours: (800) 654-2813
After hours: 911
State Regional Water Quality Control Board:
(Ask for someone in technical support)
(213) 576-6600
If waste oil is spilled, contact the DTSC: Business hours: (800) 852-7550

Page 9 of 19 ends

(Department of Toxic Substance Control) After hours: (800-852-7550 FOR SPILLS RUNNING OFF SITE – If a reportable quantity or more flows from the site:

1. Follow sequence of actions noted above.

2. Notify the National Response Center at: (800) 424-8802

FOR SPILLS THAT THREATEN NAVIGABLE WATER

1. Follow sequence of actions noted above.

2. Notify United States Coast Guard at: (562) 980-4444
Information to be Included in Oral Notification
When reporting to government agencies is required, notification should be made as soon as possible.

Below are possible questions that the agency may ask.

Document all reports to regulatory agencies. Ask the name and position of person you have contacted and note the agency and the time of your call. Write this information down.

1. Give the facility name, address, and phone number as well as your name and position.

2. Date and time of the spill
a. Time or estimated time spill began
b. Duration of spill or if it is continuing
c. Location of spill

3. Spill information:
a. Materials spilled.
b. Volume or estimated volume spilled.
c. Has spill entered storm drain or navigable waters? If so, how much? Is there potential for the spill to enter storm drain or navigable waters? d. The source of the discharge.
e. A description of all affected media (e.g. water and/or soil). f. The cause of the discharge
g. Damages or injuries caused by the discharge.

4. Response measures taken:
a. For containment.
b. For cleanup.
c. Has the source been stopped?
d. Will as evacuation be required?
e. Name or individuals and organizations who have been contacted.

5. Weather:
a. Raining?
b. Air temperature?
c. Wind speed and direction?
Do not wait until all information is known to contact agencies.

Do not hang up until all questions are answered.

2.7. Spill Response

Page 10 of 19 ends

The following spill response procedures provide guidelines for use by those on duty to respond to releases. They are not meant to supplant the use of common sense and good judgment during emergencies. Do not contact any spilled material unless wearing proper personal protective equipment per the MSDS.

1. NOTIFY SUPERVISOR. As soon as it is safe to do so, notify your supervisor. a. If the spill involves fire, the supervisor will call 911 immediately. b. The supervisor will notify the O&M Coordinator and take charge until the O&M Coordinator arrives.
c. The O&M Coordinator will take charge of the situation on arrival.

2. EVACUATE the immediate area.

3. AID any persons that have been injured or contaminated or are in danger of being injured or contaminated. Do not put yourself in danger trying to save someone else. If someone is contaminated with material, avoid contacting that person.

4. STOP FLOW, if it is safe to do so. Stop the source of the spill and contain the material that has already been spilled. Do this only if it can be accomplished safely without endangering life or property. Minimizing the amount of material spilled reduces the potential for discharge and the amount of clean up necessary.

5. ALERT OTHERS in the area to stay clear.

6. ELIMINATE IGNITION SOURCES in the area.

7. CONTAIN SPILL if it has, or is about to, enter storm drains. Place absorbent material into position to contain the spill. Care should be used to prevent the spill from leaving the site or entering sewers and storm drains.

8. CLEAN UP spilled material with absorbent materials, dikes, etc. Contact contractors (see Table 3- 1) for assistance if necessary.

9. NOTIFY personnel and agencies presented in Section 3.1.

O&M Coordinator Responsibilities
x In charge of overall incident response
x Calling emergency numbers as required (see Section 3.1) x Notifying people in the area and advising them to stay away from the spill x Coordinating with outside emergency response and providing technical information x Reporting emergency incidents to appropriate agencies x Authorizing non-emergency cleanup measures
x Ensuring compliance with applicable federal, state, and local rules and regulations Response Equipment – External Response Equipment
Contractors may be contacted to provide the following spill response equipment (see below):
x Bins and equipment for used absorbent removal
x Vacuum truck to collect and remove spilled material
Table 3-1 Spill Response Contractor(s)
Name Phone Number Address

Page 11 of 19 ends

GD Robinson Plumbing
Company
(805) 208-8769 1372 Montgomery Road, Thousand
Oaks, Ca 91360
Service Pros Restoration (805)388-5373 601 Carmen Dr. Camarillo, Ca 93010 Precision Environmental
Inc.
(805) 388-6100 360 Arneill Rd. Camarillo, Ca 93010

2.8. Spill Cleanup Procedures
Material generated during spill response activities must be disposed of in accordance with applicable federal, state, and local regulations.

There may be various types of waste generated during response activities. Below is a list of common materials and disposal requirements.
x Free product: if there is a large amount of this material, a vacuum truck should be contacted to collect and haul it to a licensed treatment, storage, and disposal facility for recycling or disposal.

Small spills may be cleaned up using absorbent material. x Soiled rags, booms, and absorbent material should be drummed up and sent to a licensed treatment, storage, and disposal facility for disposal.

2.9. Receiving Water Bodies
Material that enters storm drains at the site will travel through the storm drain system which discharges into
܆ Calleguas Creek
܈ Revolon Slough/Beardsley Wash
܆ Conejo Creek

2.10. Sampling Plan
During a spill, it may be possible for contaminated material to enter the storm drain. If contaminated material enters the storm drain, it may be prudent to take samples and to document the amount of material released.

If sampling is performed, samples should be taken at the storm drain inlet where contaminated material is entering.

The samples must be sent to a state-certified laboratory for analysis. The following procedures will be used for taking the samples:
a. Collect samples in sampling containers. Ensure that the sample is free of excess debris (i.e. leaves, paper fragments, etc.). Fill the container to the top. b. The closed sample containers may be sealed with custody tape, which can be obtained from the test laboratory with the sample bottles. Do not seal the bottles with other types of tape (scotch, duct, cellophane, etc.) as organic material from the tape may contaminate the sample. c. Label samples with the following information:
i. Company Name v. Sample Description

Page 12 of 19 ends

ii. Date Sampled vi. Preservative
iii. Time Sampled vii. Analysis Required
iv. Collection Point viii. Special Requirements
d. The laboratory should be instructed to analyze for the constituents, which may have been discharged. In the event of an oil spill, the sample should be analyzed for “Oil & Grease.” e. Complete a chain-of-custody form recording pertinent information including the information listed above and the signature of the person taking the sample. The test laboratory will provide the chain-of-custody forms.
f. If possible, chill the samples to 4°C (40°F) until the samples are delivered to the laboratory. Do not freeze the samples.
g. Send the samples to a state-certified laboratory, or call the laboratory, or call the laboratory to have the samples picked up.

Page 13 of 19 ends

3. FACILITY CHANGES
This O&M will be amended:
a. EXAMPLE: When there is a change in operations which may significantly affect the character or quantity of pollutants discharging from the site, or
b. EXAMPLE: When plans are made to modify the approved treatment devices.

Minor administrative changes to the O&M (changes in names, phone numbers, etc.) may be made by the O&M Coordinator.

Amendments to the O&M will be noted on the Amendment Log in Appendix B.

Page 14 of 19 ends

4. TRAINING
The following personnel will be trained in the requirements of this O&M:

Table 5-1 Personnel Requiring O&M Training
Title Responsibilities
O&M Coordinator
See Table 2-1 for contact information.

O&M Implementation. Verification and
documentation that O&M training is performed.

Designated employees of
City of Camarillo Public Works
Inspection and maintenance of catch basins,
catch basin signage bioretention basin,
permeable pavers, covered trash enclosure,
parking lot, and adjacent roadway.

This training will cover the elements of this O&M including maintenance, inspection and repair of the stormwater treatment devices.

Information to be covered during training, and a log to document training, is included in Training Forms found in Appendix D.

Page 15 of 19 ends

5. BASIC INSPECTION AND MAINTENANCE ACTIVITIES
Inspection and maintenance procedures are presented in Tables 2-2 and 2-3 and discussed in following subsections.

5.1. Inspection Activities
List responsible personnel to conduct inspections and maintenance per schedule of Table 2.2.

Stormwater control devices and general facilities should be inspected quarterly, with one inspection prior to the rainy season and one after the rainy season.

5.2. Inspection Logs
An Inspection Log is presented in Appendix C. This log presents information on how to conduct inspections and will be used to document inspection activities. Please note: there are no mechanical or electrical devices that require annual testing.

5.3. Maintenance Activities
Various contractors will be used to perform maintenance activities. Contractors and/or maintenance services will be responsible for training and ensuring the safety of their employees and will be identified on maintenance record.

5.4. Maintenance Records
Maintenance records (i.e. invoices, work orders, or maintenance logs) will be kept on file for five (5) years.

Page 16 of 19 ends

REVISIONS OF POLLUTION MITIGATION MEASURES
If corrective measures or modifications need to be made to the stormwater control measures or procedures, approval must be obtained from the City of Camarillo, Land Development Engineering Division prior to commencing any work.

Any corrective measures or modifications shall not cause stormwater discharges to bypass or otherwise impede existing stormwater control measures.

Minor administrative changes to the O&M (changes in names, phone numbers, etc.) do not need to be submitted to the City.

Page 17 of 19 ends

6. MONITORING & REPORTING PROGRAM
The governing stormwater agency may require a Monitoring & Reporting Program to assure the stormwater management control measures approved for the site are performing according to design. If required by local permitting agency, the Maintenance Plan shall include performance testing and reporting protocols.

Page 18 of 19 ends

APPENDIX ITEMS:

A. Detailed Site Plan
B. Amendment Log: Stormwater Treatment Operations and Maintenance Plan C. Stormwater Treatment Device Inspection Log and appropriate Inspection Checklists from the Technical Guidance Manual, Appendix I as well as Maintenance Guidelines for Full Trash Capture Device.

D. Employee Training Forms

Page 19 of 19 ends

Appendix A
OH OH
FLOW
FLOW
FLOW
FLOW > > > > > > > >
>
T
> > > > > >
> >
>

NON-RESIDENTIAL

ARNEILL ROAD

NON-RESIDENTIAL

RESIDENTIAL

RESIDENTIAL RESIDENTIAL
ALLEY
> > > > > > > > > > > >
>
>

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

SD LINE

CURB CUT FOR FLOW INTO BASIN

SD LINE

OVERFLOW
RISER
10 11 10
11 12
13 13
13 14
15 15
15 SD INLET
10 11

SIDEWALK

UNDERDRAIN

SD INLET WITH FULL

TRASH CAPTURE
DEVICE
SD
INLET
13 TRASH

ENCLOSURE

SIDEWALK

UNDERDRAIN
10 11
10 11
10 11
10 11
10 11
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
16 17
17 17
17 17 17
17 17
17 RIP RAP
18 18
13 13

SD INLET
10 11
19 19 19 19 19 19
19 19
19 19
19 SIDEWALK

UNDERDRAIN

POST-CONSTRUCTION KEYNOTES
# NAME

CATCH BASIN SIGNAGE

CATCH BASINS

COVERED TRASH ENCLOSURE

STREET AND PARKING LOT SWEEPING

BIORETENTION BASIN
PERMEABLE PAVERS AREA #1 & #2

FULL TRASH CAPTURE DEVICE

VEGETATED SWALE

PLANTER

ROOF/DECK DRAIN WITH FLOGARD

DOWNSPOUT FILTER
10 11
12 13
14 15
16 17
18 19
Exhibit B - BMP Location Map
Arneill Road Development - CUP-400
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Quality Maint. Agreement\Stormwater Quality Maint.Agreement Exhibit B.dwg, BMP EXHIBIT B 1, Feb 07, 2025 9:18am, apalermo CE-1 SCALE: 1" = 20'
0 40' 10' 20'
February 6, 2025
Exhibit B - BMP Location Map
Arneill Road Development - CUP-400
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Quality Maint. Agreement\Stormwater Quality Maint.Agreement Exhibit B.dwg, BMP EXHIBIT B 2, Feb 07, 2025 9:18am, apalermo

PROPOSED CMU RETAINING WALL,
MAX HEIGHT RETAINED 3.0', OVERALL

HEIGHT PER GRADING PLAN

PROPOSED PERMEABLE PAVERS PER

SECTION ON SHEET THIS SHEET

PROPOSED IMPERMEABLE PAVERS

PER LANDSCAPE PLANS

PROPOSED CONCRETE FLATWORK

PER SOILS REPORT

RECOMMENDATIONS

PROPOSED PLANTED AREA PER

LANDSCAPE PLANS

PROPOSED BIORETENTION

BASIN PER DETAIL ON SHEET
CE-4
> > PROPOSED FLOWLINE

PROPERTY LINE

SD PROPOSED STORM DRAIN LINE
LEGEND

PROPOSED AC PAVEMENT

SD PROPOSED CHANNEL DRAIN
February 6, 2025 CE-2

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
36"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDGE
PERMEABLE PAVERS #1 SECTION
N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW
FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE.

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

Exhibit B - BMP Location Map CE-3
Arneill Road Development - CUP-400 N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Quality Maint. Agreement\Stormwater Quality Maint.Agreement Exhibit B.dwg, BMP EXHIBIT B 3, Feb 07, 2025 9:18am, apalermo

PROPOSED CMU RETAINING WALL,
MAX HEIGHT RETAINED 3.0', OVERALL

HEIGHT PER GRADING PLAN

PROPOSED PERMEABLE PAVERS PER

SECTION ON SHEET THIS SHEET

PROPOSED IMPERMEABLE PAVERS

PER LANDSCAPE PLANS

PROPOSED CONCRETE FLATWORK

PER GEOTECHNICAL REPORT

RECOMMENDATIONS

PROPOSED PLANTED AREA PER

LANDSCAPE PLANS

PROPOSED BIORETENTION

BASIN PER DETAIL ON SHEET
CE-4
> > PROPOSED FLOWLINE

PROPERTY LINE

SD PROPOSED STORM DRAIN LINE
LEGEND

PROPOSED AC PAVEMENT

SD PROPOSED CHANNEL DRAIN
February 6, 2025

PERMEABLE ROMAN CONCRETE PAVERS
(COLOR: CHARCOAL) BY AIR VOL
BLOCK OR APPROVED EQUAL MIN. 3 1
8"
(80MM) THICK SPACING .29" BETWEEN

MAIN PAVER BODY
NO. 57 STONE OPEN-GRADED BASE
NO. 2 STONE SUBBASE (POROSITY = .32)
2"
LEVELING COURSE TO 2" (50 MM)
THICK (TYP. NO. 8 AGGREGATE)
12"

BANDING
18" DEPTH

FABRIC- MIRAFI N-SERIES NONWOVEN, OR

APPROVED EQUAL, TO BE INSTALLED ALONG THE

BOTTOM OF OPEN GRADED BASE AND UP THE SIDES
OF THE CURB AND BANDING.
4"
12"
TYP. NO. 8 AGGREGATE

OPENINGS
#4 REBAR (TYP.)

PAVERS PER PLAN

BANDING WHERE PAVERS

MEET NON-CONCRETE EDG
PERMEABLE PAVERS #2 SECTION
N.T.S.

CONTRACTOR SHALL AVOID OVER-COMPACTION

OF PERMEABLE PAVER SUBGRADE PER

RECOMMENDATIONS BY THE SOILS ENGINEER
6" DEPTH CLASS 2

AGGREGATE BASE AT
95% COMPACTION
NOTE: PERMEABLE SECTION SUBJECT TO GEOTECHNICAL REVIEW

FOR SUSTAINED PERMEABILITY INTO NATIVE SUBGRADE

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE TO

PERIMETER BMP'S, STORMWATER

CONVEYANCE SYSTEM INLETS OR
OPTIONAL OVERFLOW PIPES.

POST- CONSTRUCTION NOTES:

1. CATCH BASINS TO BE INSPECTED TO ENSURE THAT THEY ARE LABELED WITH THE WORDING “DON’T DUMP – DRAINS TO CREEK.”

SIGNAGE TO BE REPLACED WHEN WORN OR WORDING IS NO
LONGER LEGIBLE.

2. CATCH BASINS AND RELATED FULL TRASH CAPTURE DEVICES TO BE INSPECTED FOR DEBRIS AND SEDIMENT BUILD UP. DEBRIS AND

SEDIMENT TO BE REMOVED AND CATCH BASIN CLEANED AS
NECESSARY.

3. TRASH ENCLOSURES WILL BE KEPT FREE OF DEBRIS. NO DEBRIS SHALL BE WASHED TO THE STORM DRAIN.

4. PRIVATE ROADS AND PARKING LOTS SHALL BE MAINTAINED FREE OF LITTER/DEBRIS.

5. THE BIORETENTION BASIN SHALL BE MAINTAINED FREE OF

LITTER/DEBRIS AND INSPECTED FOR PLANT HEALTH, IRRIGATION FUNCTIONALITY, AND SOIL MEDIA INFILTRATION RATES.

6. PERMEABLE PAVERS SHALL BE INSPECTED FOR SEDIMENT
ACCUMULATION, PONDING, AND/OR CLOGGING. PERMEABLE

PAVERS SHALL BE MAINTAINED FREE OF SEDIMENT/DEBRIS AND
INSPECTED FOR SURFACE CLOGS AND/OR EROSION.

Exhibit B - BMP Location Map CE-4
Arneill Road Development - CUP-400
N:\1000\1081-03-HS24-Arneill-Rd-Mixed-Use-Affordable-Housing-ConDocs\Engineering\ConDocs\Hydro\Stormwater Quality Maint. Agreement\Stormwater Quality Maint.Agreement Exhibit B.dwg, BMP EXHIBIT B 4, Feb 07, 2025 9:18am, apalermo February 6, 2025
36"
3" MULCH

FLAT BOTTOM

NO SLOPES

BIORETENTION SOIL MEDIA MIX
12"

BIORETENTION BASIN CROSS SECTION
N.T.S.
±13.0' WIDTH
30" NO. 2 STONE SUBBASE void ratio = .3
MAX 6" PONDING
NOTES:

1. OVERFLOW RISER TO BE DESIGNED PER FIGURE 6-20 IN VENTURA COUNTY TECHNICAL GUIDANCE MANUAL.

2. BIORETENTION SOIL MEDIA SHOULD CONSIST OF 60% TO 80% FINE SAND AND 20% TO 40% COMPOST PER VENTURA TECHNICAL GUIDANCE MANUAL SPECIFICATIONS.

3. LIST OF BIORETENTION PLANT TYPES:

3.1. CHONDROPETALUM TECTORUM `EL CAMPO'

3.2. JUNCUS PATENS `ELK BLUE`

3.3. KNIPHOFIA UVARIA `MALIBU YELLOW`

OVERFLOW RISER

TOP OF GRATE ELEV
167.00

OUTLET ELEV
166.50 3"X6" NOTCH
INV ELEV 166.00
OUTLET 3"x5"

ALHAMBRA

RECTANGULAR

DRAIN TO
STREET
Amendment Log
Amendment No. Date Brief Description of Amendment Prepared and Approved By

Replacement & Repair
Instruction Manual
FLOGARD +PLUS®
1 &ůŽ'ĂƌĚWůƵƐZĞƉůĂĐĞŵĞŶƚĂŶĚZĞƉĂŝƌ
WĂƌƚƐŽĨƚŚĞ&ůŽ'ĂƌĚWůƵƐ/ŶůĞƚ&ŝůƚĞƌͲ

1. FloGard Stainless Steel Support Frame

2. Fossil Rock Absorbent Pouches

3. Liner

4. GeoGrid Support Basket & Cable
* Grate and Basin NOT INCLUDED
ŝƐĂƐƐĞŵďůǇ͗
ϭ͘ Clear FloGard of any existing debris by hand or vacuum.

Ϯ͘ Unclip and remove the &ossil Zock pouches from the inside >iner. ϯ͘ Lift the FloGard from the catch basin͘
ϰ͘ Using a slotted screw driver, carefully pry open the metal tabs holding the GeoGrid and Cable in place. Separate the GeoGrid and Liner from the FloGard Ĩrame.
ϱ͘ Unclip the Liner from the inside of the GeoGrid. If you are reusing the Liner, rinse thoroughly with water and inspect for tears. (If torn, mend with stainless steel wire or replace the Liner)͘
ϲ͘ Rinse and inspect the GeoGrid Basket and the reinforcing cable. (If torn, mend with stainless steel wire or replace the GeoGrid)͘ ϳ͘ Rinse and inspect the Stainless Steel FloGard frame.

ZĞĂƐƐĞŵďůǇ͗
ϭ͘ Fully expand the GeoGrid Basket and orient to the FloGard frame.

Hook cable and GeoGrid to the FloGard frame metal tabs and close the tabs using slotted screwdriver. Move around the FloGard until all tabs are closed and GeoGrid is secured to the Frame.

Ϯ͘ Expand and orient the Liner, locating the clips at each corner and side.

Push the Liner through the center of the FloGard frame and secure the clips to the GeoGrid Basket close to the top support cable. Push the >iner to expand inside of the basket.
ϯ͘ Clip new Fossil Rock Rubberizer pouches to the inside of the Liner. ϰ͘ Lower FloGard back into the basin, replace grate.
ϭ
Ϯ
ϯ
ϰ
www.oldcastlestormwater.com
800-579-8819

BUILDING

STRUCTURES

OUR MARKETS

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FLOGARD +PLUS®
June 2018 v.1

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ŶŐŝŶĞĞƌŝŶŐ'ĞŽůŽŐǇĂŶĚ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌŝŶŐƐƚƵĚǇ
ĐŽŶĚƵĐƚĞĚ ĨŽƌ Ă ƉƌŽƉŽƐĞĚ ĚĞǀĞůŽƉŵĞŶƚ ƚŽ ďĞ ĐŽŶƐƚƌƵĐƚĞĚ Ăƚ Ϯϲϰ ƌŶĞŝůů ZŽĂĚ ŝŶ ĂŵĂƌŝůůŽ͕ ĂůŝĨŽƌŶŝĂ;ƐĞĞsŝĐŝŶŝƚǇDĂƉŝŶƉƉĞŶĚŝǆͿ͘dŚĞĐƵƌƌĞŶƚĚĞǀĞůŽƉŵĞŶƚƉůĂŶƐŝŶĐůƵĚĞƚǁŽϮͲƐƚŽƌǇ ďƵŝůĚŝŶŐƐ;ŽŶĞŵŝǆĞĚͲƵƐĞĂŶĚŽŶĞƌĞƐŝĚĞŶƚŝĂůͿ͕ĂƉĂƌŬŝŶŐĂƌĞĂǁŝƚŚďŽƚŚĐŽŶĐƌĞƚĞƉĂǀĞŵĞŶƚĂŶĚ ƉĞƌŵĞĂďůĞƉĂǀĞƌƐ͕ĂŶĚĂƉƌŽƉŽƐĞĚďŝŽͲŝŶĨŝůƚƌĂƚŝŽŶďĂƐŝŶ͘ ^ƚƌƵĐƚƵƌĂůĐŽŶƐŝĚĞƌĂƚŝŽŶƐĨŽƌďƵŝůĚŝŶŐĐŽůƵŵŶůŽĂĚƐŽĨƵƉƚŽϰϬŬŝƉƐǁŝƚŚŵĂǆŝŵƵŵǁĂůůůŽĂĚƐŽĨ ϯŬŝƉƉĞƌůŝŶĞĂůĨŽŽƚǁĞƌĞƵƐĞĚĂƐĂďĂƐŝƐĨŽƌƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŽĨƚŚŝƐƌĞƉŽƌƚ͘/ĨĂĐƚƵĂůůŽĂĚƐ ǀĂƌǇ ƐŝŐŶŝĨŝĐĂŶƚůǇ ĨƌŽŵ ƚŚĞƐĞ ĂƐƐƵŵĞĚ ůŽĂĚƐ͕
ĂƌƚŚ ^ǇƐƚĞŵƐ ƐŚŽƵůĚ ďĞ ŶŽƚŝĨŝĞĚ ƐŝŶĐĞ
ƌĞĞǀĂůƵĂƚŝŽŶŽĨƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐĐŽŶƚĂŝŶĞĚŝŶƚŚŝƐƌĞƉŽƌƚŵĂǇďĞƌĞƋƵŝƌĞĚ͘ WƵƌƉŽƐĞĂŶĚ^ĐŽƉĞŽĨtŽƌŬ
dŚĞƉƵƌƉŽƐĞŽĨ ƚŚĞŐĞŽůŽŐŝĐͬŐĞŽƚĞĐŚŶŝĐĂůƐƚƵĚǇƚŚĂƚůĞĚƚŽ ƚŚŝƐ ƌĞƉŽƌƚǁĂƐ ƚŽĂŶĂůǇǌĞ ƚŚĞƐŽŝů ĐŽŶĚŝƚŝŽŶƐĂƚƚŚĞƉƌŽũĞĐƚƐŝƚĞĂŶĚƚŽƉƌŽǀŝĚĞŐĞŽůŽŐŝĐͬŐĞŽƚĞĐŚŶŝĐĂůƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐĨŽƌĚĞƐŝŐŶ ĂŶĚ ĐŽŶƐƚƌƵĐƚŝŽŶ ŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚ ŝŵƉƌŽǀĞŵĞŶƚƐ͘ dŚĞ ƐŽŝů ĐŽŶĚŝƚŝŽŶƐ ŝŶĐůƵĚĞ ƐƵƌĨĂĐĞ ĂŶĚ ƐƵďƐƵƌĨĂĐĞ ƐŽŝů ƚǇƉĞƐ͕ ƐŽŝů ĞǆƉĂŶƐŝŽŶ ƉŽƚĞŶƚŝĂů͕ ƐŽŝů ƐƚƌĞŶŐƚŚ͕ ƐĞƚƚůĞŵĞŶƚ ƉŽƚĞŶƚŝĂů͕ ďĞĂƌŝŶŐ ĐĂƉĂĐŝƚǇ͕ĂŶĚƚŚĞƉƌĞƐĞŶĐĞŽƌĂďƐĞŶĐĞŽĨƐƵďƐƵƌĨĂĐĞǁĂƚĞƌ͘dŚĞƐĐŽƉĞŽĨǁŽƌŬŝŶĐůƵĚĞĚ͗ x WĞƌĨŽƌŵŝŶŐĂƌĞĐŽŶŶĂŝƐƐĂŶĐĞŽĨƚŚĞƉƌŽũĞĐƚƐŝƚĞ͘
x ƌŝůůŝŶŐ͕ƐĂŵƉůŝŶŐ͕ĂŶĚůŽŐŐŝŶŐŚŽůůŽǁͲƐƚĞŵͲĂƵŐĞƌĂƚŽƚĂůŽĨŶŝŶĞ;ϵͿďŽƌŝŶŐƐƚŽƐƚƵĚǇƐŽŝů ĂŶĚŐƌŽƵŶĚǁĂƚĞƌĐŽŶĚŝƚŝŽŶƐ͘^ŝǆŽĨƚŚĞďŽƌŝŶŐƐǁĞƌĞƵƐĞĚĨŽƌŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚŝŶŐ͘ x >ĂďŽƌĂƚŽƌǇƚĞƐƚŝŶŐƐŽŝůƐĂŵƉůĞƐŽďƚĂŝŶĞĚĚƵƌŝŶŐƚŚĞƐƵďƐƵƌĨĂĐĞĞǆƉůŽƌĂƚŝŽŶƚŽĚĞƚĞƌŵŝŶĞ ƚŚĞŝƌƉŚǇƐŝĐĂůĂŶĚĞŶŐŝŶĞĞƌŝŶŐƉƌŽƉĞƌƚŝĞƐ͘
x WĞƌĨŽƌŵŝŶŐŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚŝŶŐ͘
x ŶĂůǇǌŝŶŐƚŚĞŐĞŽƚĞĐŚŶŝĐĂůĚĂƚĂŽďƚĂŝŶĞĚ͘
x WƌĞƉĂƌŝŶŐƚŚŝƐƌĞƉŽƌƚ͘
ŽŶƚĂŝŶĞĚŝŶƚŚŝƐƌĞƉŽƌƚĂƌĞ͗
x ĞƐĐƌŝƉƚŝŽŶƐĂŶĚƌĞƐƵůƚƐŽĨĨŝĞůĚĂŶĚůĂďŽƌĂƚŽƌǇƚĞƐƚƐƚŚĂƚǁĞƌĞƉĞƌĨŽƌŵĞĚ͘ x ŽŶĐůƵƐŝŽŶƐĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐƉĞƌƚĂŝŶŝŶŐƚŽƐŝƚĞŐƌĂĚŝŶŐĂŶĚƐƚƌƵĐƚƵƌĂůĚĞƐŝŐŶ͘ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ Ϯ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
^ŝƚĞ^ĞƚƚŝŶŐ
dŚĞƉƌŽũĞĐƚƐŝƚĞŝƐďŽƵŶĚĞĚďǇƌŶĞŝůůZŽĂĚƚŽƚŚĞǁĞƐƚ͕ĐŽŵŵĞƌĐŝĂůďƵŝůĚŝŶŐƐƚŽƚŚĞŶŽƌƚŚĂŶĚ ƐŽƵƚŚ͕ĂŶĚĂůŽĐĂůĂĐĐĞƐƐ ƌŽĂĚ ƚŽ ƚŚĞĞĂƐƚƚŚĂƚƐĞƌǀĞƐŶĞĂƌďǇ ƌĞƐŝĚĞŶƚŝĂůƉƌŽƉĞƌƚŝĞƐ͘ĐĐĞƐƐ ƚŽ ƚŚĞƐŝƚĞŝƐĂǀĂŝůĂďůĞĚŝƌĞĐƚůǇĨƌŽŵƌŶĞŝůůZŽĂĚ͘
dŚĞƐŝƚĞŝƐ ƌĞůĂƚŝǀĞůǇ ĨůĂƚ͕ǁŝƚŚŶŽƐŝŐŶŝĨŝĐĂŶƚĞůĞǀĂƚŝŽŶĐŚĂŶŐĞƐŽƌǀŝƐŝďůĞƐůŽƉĞƐ͘dŚĞƐƵƌĨĂĐĞŝƐ ƉƌĞĚŽŵŝŶĂŶƚůǇďĂƌĞ͕ǁŝƚŚ ƐŽŵĞĂƌĞĂƐŽĨǀĞŐĞƚĂƚŝŽŶ͕ŝŶĐůƵĚŝŶŐĂƚƌĞĞŝŶ ƚŚĞĐĞŶƚĞƌŽĨ ƚŚĞ ƐŝƚĞ͘ ^ĐĂƚƚĞƌĞĚ ƌĞŵŶĂŶƚƐ ŽĨ ĐŽŶĐƌĞƚĞ ƐůĂďƐ ƐƵŐŐĞƐƚ ƚŚĞ ƉƌĞƐĞŶĐĞ ŽĨ ƉƌĞǀŝŽƵƐ ƐƚƌƵĐƚƵƌĞƐ Žƌ ĨŽƵŶĚĂƚŝŽŶƐ͕ǁŚŝĐŚŵĂǇŝŵƉĂĐƚĨƵƚƵƌĞĚĞǀĞůŽƉŵĞŶƚĐŽŶƐŝĚĞƌĂƚŝŽŶƐ͘ dŚĞ ŐĞŽŐƌĂƉŚŝĐ ĐŽŽƌĚŝŶĂƚĞƐ ŽĨ ƚŚĞ ƐŝƚĞ ĂƌĞ ĂƉƉƌŽǆŝŵĂƚĞůǇ ϯϰ͘ϮϭϵϬΣ EŽƌƚŚ ůĂƚŝƚƵĚĞ ĂŶĚ ϭϭϵ͘ϬϯϴϵΣtĞƐƚůŽŶŐŝƚƵĚĞ͘
Z
'/KE>'
K>K'z
dŚĞƐŝƚĞůŝĞƐǁŝƚŚŝŶƚŚĞsĞŶƚƵƌĂďĂƐŝŶŝŶƚŚĞǁĞƐƚĞƌŶƉŽƌƚŝŽŶŽĨƚŚĞdƌĂŶƐǀĞƌƐĞZĂŶŐĞƐŐĞŽůŽŐŝĐ ƉƌŽǀŝŶĐĞ͘EƵŵĞƌŽƵƐĞĂƐƚͲǁĞƐƚƚƌĞŶĚŝŶŐĨŽůĚƐĂŶĚƌĞǀĞƌƐĞĨĂƵůƚƐĂƌĞŝŶĚŝĐĂƚŝǀĞŽĨŽŶŐŽŝŶŐŶŽƌƚŚͲ ƐŽƵƚŚ ƚƌĂŶƐƉƌĞƐƐŝŽŶĂů ƚĞĐƚŽŶŝĐƐ ĐŚĂƌĂĐƚĞƌŝǌĞ ƚŚĞ ƌĞŐŝŽŶ͘ KŶŐŽŝŶŐ ĨŽůĚŝŶŐ͕ ƵƉůŝĨƚ͕ ĂŶĚ ĨĂƵůƚŝŶŐ ŚĂǀĞ ƚŝůƚĞĚ WůĞŝƐƚŽĐĞŶĞ ƚŽ dĞƌƚŝĂƌǇ ĂŐĞ ƐĞĚŝŵĞŶƚĂƌǇ ƌŽĐŬƐ ŝŶ ƚŚĞ ƌĞŐŝŽŶ͘ ĞĚƌŽĐŬ ǁĂƐ ŶŽƚ ĞŶĐŽƵŶƚĞƌĞĚĚƵƌŝŶŐƚŚĞƐƵďƐƵƌĨĂĐĞŝŶǀĞƐƚŝŐĂƚŝŽŶ͕ǁŚŝĐŚŝŶĐůƵĚĞĚďŽƌŝŶŐƐƵƉƚŽĂŶĂƉƉƌŽǆŝŵĂƚĞ ĚĞƉƚŚŽĨϱϬĨĞĞƚďĞůŽǁƚŚĞŐƌŽƵŶĚƐƵƌĨĂĐĞ͘
ůƚŚŽƵŐŚƚŚĞƌĞĂƌĞƐĞǀĞƌĂůĨĂƵůƚƐůŽĐĂƚĞĚǁŝƚŚŝŶƚŚĞƌĞŐŝŽŶ͕ƚŚĞŶĞĂƌĞƐƚŬŶŽǁŶĨĂƵůƚĂĐĐŽƌĚŝŶŐ ƚŽƚŚĞŐĞŽůŽŐŝĐŵĂƉƉŝŶŐďǇd͘t͘ŝďďůĞĞ͕:ƌ͘;'ĞŽůŽŐŝĐDĂƉŽĨƚŚĞĂŵĂƌŝůůŽĂŶĚEĞǁďƵƌǇWĂƌŬ YƵĂĚƌĂŶŐůĞƐ͕ϭϵϵϬͿ͕ŝƐƚŚĞĂŵĂƌŝůůŽ&ĂƵůƚŝƐůŽĐĂƚĞĚĂƉƉƌŽǆŝŵĂƚĞůǇϮ͕ϮϬϬĨĞĞƚƐŽƵƚŚŽĨƚŚĞƐŝƚĞ ;ƌĞĨĞƌƚŽZĞŐŝŽŶĂů'ĞŽůŽŐŝĐDĂƉϭŝŶƉƉĞŶĚŝǆͿ͘
'ĞŽůŽŐŝĐ ŵĂƉƉŝŶŐ ďǇ hŶŝƚĞĚ ^ƚĂƚĞƐ 'ĞŽůŽŐŝĐ ^ƵƌǀĞǇͬĂůŝĨŽƌŶŝĂ 'ĞŽůŽŐŝĐ ^ƵƌǀĞǇ ;^DW 'ĞŽůŽŐŝĐDĂƉŽĨ ƚŚĞ ĂŵĂƌŝůůŽ ϳ͘ϱ͛YƵĂĚƌĂŶŐůĞ͕ ϮϬϬϰͿƉůĂĐĞƐ ƚŚĞĂŵĂƌŝůůŽ&ĂƵůƚĂďŽƵƚ Ϯ͕ϮϬϬ ĨĞĞƚƐŽƵƚŚŽĨƚŚĞƐŝƚĞ;ƐĞĞZĞŐŝŽŶĂů'ĞŽůŽŐŝĐDĂƉϮŝŶƉƉĞŶĚŝǆͿ͘ ĂŵĂƌŝůůŽ&ĂƵůƚ͕ĂƐ ƚŚĞ ĐůŽƐĞƐƚ ĨĂƵůƚ ƚŽ ƚŚĞƉƌŽũĞĐƚ ƐŝƚĞ͕ŝƐŶŽƚŐĞŶĞƌĂůůǇĐŽŶƐŝĚĞƌĞĚĐĂƉĂďůĞŽĨ ƉƌŽĚƵĐŝŶŐ Ă ƐŝŐŶŝĨŝĐĂŶƚ ƐĞŝƐŵŝĐ ĞǀĞŶƚ͘ dŚĞ ĐŽŶƐĞŶƐƵƐ ŝƐ ƚŚĂƚ ƚŚĞ ŶĞĂƌĞƐƚ ĨĂƵůƚ ĐĂƉĂďůĞ ŽĨ ƉƌŽĚƵĐŝŶŐ Ă ƐŝŐŶŝĨŝĐĂŶƚ ƐĞŝƐŵŝĐ ĞǀĞŶƚ ŝƐ ƚŚĞ ^ŝŵŝͲ^ĂŶƚĂ ZŽƐĂ &ĂƵůƚ͕ ƉŽƌƚŝŽŶƐ ŽĨ ǁŚŝĐŚ ĂƌĞ ĐŽŶƐŝĚĞƌĞĚ͞ĂĐƚŝǀĞ͘͟/ƚŝƐĂŶŽƌƚŚĚŝƉƉŝŶŐƌĞǀĞƌƐĞĨĂƵůƚŝŶƚĞƌƉƌĞƚĞĚƚŽĂůƐŽŚĂǀĞƐŝŐŶŝĨŝĐĂŶƚůĂƚĞƌĂů ĚŝƐƉůĂĐĞŵĞŶƚƐ͘ ƚ ŝƚƐ ĐůŽƐĞƐƚ ƉŽƐŝƚŝŽŶ ƚŽ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ͕ ŝƚ ŝƐ ĂƉƉƌŽǆŝŵĂƚĞůǇ ϭ͘ϱ ŵŝůĞƐ ƚŽ ƚŚĞ ŶŽƌƚŚ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϯ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
dŚĞƐŝƚĞŝƐŶŽƚůŽĐĂƚĞĚǁŝƚŚŝŶĂŶǇ
ĂƌƚŚƋƵĂŬĞ&ĂƵůƚ͕>ŝƋƵĞĨĂĐƚŝŽŶ͕Žƌ^ĞŝƐŵŝĐͲ/ŶĚƵĐĞĚ>ĂŶĚƐůŝĚĞ ,ĂǌĂƌĚŽŶĞƐĂĐĐŽƌĚŝŶŐƚŽƐĞŝƐŵŝĐŚĂǌĂƌĚŵĂƉƉŝŶŐďǇƚŚĞĂůŝĨŽƌŶŝĂ'ĞŽůŽŐŝĐĂů^ƵƌǀĞǇ;^ĞŝƐŵŝĐ ,ĂǌĂƌĚ ŽŶĞƐ KĨĨŝĐŝĂů DĂƉ͕ ĂŵĂƌŝůůŽ YƵĂĚƌĂŶŐůĞ͕ ϮϬϬϮͿ ;ƐĞĞ ^ĞŝƐŵŝĐ ,ĂǌĂƌĚ ŽŶĞƐ DĂƉ ŝŶ ƉƉĞŶĚŝǆ Ϳ͘ ůƐŽ͕ ĂĐĐŽƌĚŝŶŐ ƚŽ ƚŚĞ &ĂƵůƚ ZƵƉƚƵƌĞ ,ĂǌĂƌĚ DĂƉ ;WůĂƚĞƐ ϲ͘ ƚŽ ϲ͘Ϳ ŝŶ ƚŚĞ ĂŵĂƌŝůůŽ'ĞŽƚĞĐŚŶŝĐĂů'ƵŝĚĞůŝŶĞƐ ;:ƵůǇϮϬϬϯͿ͕ƚŚĞƐŝƚĞŝƐŶŽƚůŽĐĂƚĞĚǁŝƚŚŝŶ ĂŶǇůƋƵŝƐƚͲWƌŝŽůŽ &ĂƵůƚŽŶĞŽƌŝƚǇŽĨĂŵĂƌŝůůŽ&ĂƵůƚƌĞĂ͘
dŚĞ ƐŝƚĞ ŝƐ ŵĂƉƉĞĚ ďǇ d͘t͘ ŝďďůĞĞ͕ :ƌ͘ ĂŶĚ ƚŚĞ hŶŝƚĞĚ ^ƚĂƚĞƐ 'ĞŽůŽŐŝĐĂů ^ƵƌǀĞǇ ĂƐ ďĞŝŶŐ ƵŶĚĞƌůĂŝŶďǇŽůĚĞƌĂůůƵǀŝƵŵ͕ǁŚŝĐŚǁĂƐĐŽŶĨŝƌŵĞĚďǇŽƵƌĨŝĞůĚƐƚƵĚǇ͘ ^
/^D//dzE^
/^D/
^/'E
dŚĞƉƌŽũĞĐƚƐŝƚĞŝƐůŽĐĂƚĞĚŝŶĂŶĂĐƚŝǀĞƐĞŝƐŵŝĐƌĞŐŝŽŶǁŚĞƌĞůĂƌŐĞŶƵŵďĞƌƐŽĨĞĂƌƚŚƋƵĂŬĞƐĂƌĞ ƌĞĐŽƌĚĞĚĞĂĐŚǇĞĂƌ͘,ŝƐƚŽƌŝĐĂůůǇ͕ŵĂũŽƌĞĂƌƚŚƋƵĂŬĞƐ ĨĞůƚŝŶƚŚĞǀŝĐŝŶŝƚǇŽĨƚŚĞƐƵďũĞĐƚƐŝƚĞŚĂǀĞ ŽƌŝŐŝŶĂƚĞĚ ĨƌŽŵ ĨĂƵůƚƐ ŝŶƐŝĚĞ ĂŶĚͬŽƌ ŽƵƚƐŝĚĞ ƚŚĞ ĂƌĞĂ͘ dŚĞƐĞ ŝŶĐůƵĚĞ ƚŚĞ ĞĐĞŵďĞƌ Ϯϭ͕ ϭϴϭϮ ͞^ĂŶƚĂ ĂƌďĂƌĂ ZĞŐŝŽŶ͟ ĞĂƌƚŚƋƵĂŬĞ͕ ƚŚĂƚ ǁĂƐ ƉƌĞƐƵŵĂďůǇ ĐĞŶƚĞƌĞĚ ŝŶ ƚŚĞ ^ĂŶƚĂ ĂƌďĂƌĂ ŚĂŶŶĞů͕ ƚŚĞ ϭϴϱϳ &Žƌƚ dĞũŽŶ ĞĂƌƚŚƋƵĂŬĞ͕ ƚŚĞ ϭϴϳϮ KǁĞŶƐ sĂůůĞǇ ĞĂƌƚŚƋƵĂŬĞ͕ ĂŶĚ ƚŚĞ ϭϵϱϮ ƌǀŝŶͲdĞŚĂĐŚĂƉŝĞĂƌƚŚƋƵĂŬĞ͘
/ƚ ŝƐ ĂƐƐƵŵĞĚ ƚŚĂƚ ƚŚĞ ϮϬϮϮ ĂŶĚ ^
ϳͲϭϲ ŐƵŝĚĞůŝŶĞƐ ǁŝůů ĂƉƉůǇ ĨŽƌ ƚŚĞ ƐĞŝƐŵŝĐ ĚĞƐŝŐŶ ƉĂƌĂŵĞƚĞƌƐ͘ dŚĞ ϮϬϮϮ ŝŶĐůƵĚĞƐ ƐĞǀĞƌĂů ƐĞŝƐŵŝĐ ĚĞƐŝŐŶ ƉĂƌĂŵĞƚĞƌƐ ƚŚĂƚ ĂƌĞ ŝŶĨůƵĞŶĐĞĚ ďǇ ƚŚĞŐĞŽŐƌĂƉŚŝĐƐŝƚĞůŽĐĂƚŝŽŶǁŝƚŚƌĞƐƉĞĐƚƚŽĂĐƚŝǀĞĂŶĚƉŽƚĞŶƚŝĂůůǇĂĐƚŝǀĞĨĂƵůƚƐ͕ĂŶĚǁŝƚŚƌĞƐƉĞĐƚ ƚŽƐƵďƐƵƌĨĂĐĞƐŽŝůŽƌƌŽĐŬĐŽŶĚŝƚŝŽŶƐ͘dŚĞ͞ŐĞŶĞƌĂůƉƌŽĐĞĚƵƌĞ͟;ŝ͘Ğ͕͘ƉƌŽďĂďŝůŝƐƚŝĐͿƐĞŝƐŵŝĐĚĞƐŝŐŶ ƉĂƌĂŵĞƚĞƌƐƉƌĞƐĞŶƚĞĚďĞůŽǁǁĞƌĞ ƌĞƚƌŝĞǀĞĚ ĨƌŽŵ ƚŚĞh͘^͘^ĞŝƐŵŝĐĞƐŝŐŶDĂƉƐǁĞď ƐĞƌǀŝĐĞƐ ƵƐŝŶŐ ƚŚĞ ^
KͬK^,W ǁĞďƐŝƚĞ ǁŚŝĐŚ ƉƌĞƐĞŶƚƐ ƚŚĞ ĚĂƚĂ ŝŶ Ă ƌĞƉŽƌƚ ĨŽƌŵĂƚ͘ dŚĞ ĚĂƚĂ ǁĞƌĞ ƌĞƚƌŝĞǀĞĚ ĨŽƌ ƚŚĞ ^
ϳͲϭϲ ĚĞƐŝŐŶ ĐŽĚĞ͕ ƐŝƚĞ ĐŽŽƌĚŝŶĂƚĞƐ ϯϰ͘ϮϭϵϬΣ EŽƌƚŚ >ĂƚŝƚƵĚĞ ĂŶĚ ϭϭϵ͘ϬϯϴϵΣtĞƐƚ>ŽŶŐŝƚƵĚĞ͕^ŝƚĞůĂƐƐ͕ĂŶĚKĐĐƵƉĂŶĐǇ;ZŝƐŬͿĂƚĞŐŽƌǇ//͘ůŝƐƚŝŶŐŽĨƚŚĞϮϬϮϮ ĂŶĚ^
ϳͲϭϲ^ĞŝƐŵŝĐWĂƌĂŵĞƚĞƌƐŝƐƉƌĞƐĞŶƚĞĚďĞůŽǁĂŶĚĂŐĂŝŶŝŶƉƉĞŶĚŝǆ͘ ^ƵŵŵĂƌǇŽĨ^ĞŝƐŵŝĐWĂƌĂŵĞƚĞƌƐʹϮϬϮϮ͞'ĞŶĞƌĂůWƌŽĐĞĚƵƌĞ͟ ^ŝƚĞůĂƐƐ;^
ϳͲϭϲͿ
KĐĐƵƉĂŶĐǇ;ZŝƐŬͿĂƚĞŐŽƌǇ //
^ĞŝƐŵŝĐĞƐŝŐŶĂƚĞŐŽƌǇ ^ĞĞ^
ϳͲϭϲ
^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴ
DĂǆŝŵƵŵŽŶƐŝĚĞƌĞĚ
ĂƌƚŚƋƵĂŬĞ;D
Ϳ'ƌŽƵŶĚDŽƚŝŽŶ
^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞĐĐĞůĞƌĂƚŝŽŶ͕^ŚŽƌƚWĞƌŝŽĚʹ^Ɛ ϭ͘ϲϳϭŐ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϰ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞĐĐĞůĞƌĂƚŝŽŶĂƚϭƐĞĐ͘ʹ^ϭ Ϭ͘ϲϭϴŐ
^ŝƚĞŽĞĨĨŝĐŝĞŶƚʹ&Ă ϭ͘Ϭ
^ŝƚĞŽĞĨĨŝĐŝĞŶƚʹ&ǀ ^ĞĞ^
ϳͲϭϲ
^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴ
^ŝƚĞͲDŽĚŝĨŝĞĚ^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞĐĐĞůĞƌĂƚŝŽŶ͕^ŚŽƌƚWĞƌŝŽĚʹ^D^ ϭ͘ϲϳϭŐ ^ŝƚĞͲDŽĚŝĨŝĞĚ^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞĐĐĞůĞƌĂƚŝŽŶĂƚϭƐĞĐ͘ʹ^Dϭ ^ĞĞ^
ϳͲϭϲ
^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴ
ĞƐŝŐŶ
ĂƌƚŚƋƵĂŬĞ'ƌŽƵŶĚDŽƚŝŽŶ
^ŚŽƌƚWĞƌŝŽĚ^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞʹ^^ ϭ͘ϭϭϰŐ
KŶĞ^ĞĐŽŶĚ^ƉĞĐƚƌĂůZĞƐƉŽŶƐĞʹ^ϭ
^ĞĞ^
ϳͲϭϲ
^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴ
^ŝƚĞDŽĚŝĨŝĞĚWĞĂŬ'ƌŽƵŶĚĐĐĞůĞƌĂƚŝŽŶͲW'D Ϭ͘ϴϬϮŐ
sĂůƵĞƐĂƉƉƌŽƉƌŝĂƚĞĨŽƌĂϮйƉƌŽďĂďŝůŝƚǇŽĨĞǆĐĞĞĚĂŶĐĞŝŶϱϬǇĞĂƌƐ ĞĐĂƵƐĞ ƚŚĞ ƐĞŝƐŵŝĐ ĨĂĐƚŽƌ^ϭŝƐŐƌĞĂƚĞƌ ƚŚĂŶ Ϭ͘ϮŐĂŶĚ ƚŚĞ^ŝƚĞůĂƐƐŝƐ͕ ǆĐĞƉƚŝŽŶEŽ͘ ϮŽĨ
^
ϳͲϭϲ^ĞĐƚŝŽŶϭϭ͘ϰ͘ϴŵĂǇĂƉƉůǇ͘/Ĩ ƚŚĞ^ƚƌƵĐƚƵƌĂů
ŶŐŝŶĞĞƌĚĞƚĞƌŵŝŶĞƐ ƚŚĂƚ ƚŚĞĞǆĐĞƉƚŝŽŶ
ĚŽĞƐŶŽƚĂƉƉůǇ͕ĂƐŝƚĞͲƐƉĞĐŝĨŝĐ;ŝ͘Ğ͕͘ĚĞƚĞƌŵŝŶŝƐƚŝĐͿŐƌŽƵŶĚŵŽƚŝŽŶŚĂǌĂƌĚĂŶĂůǇƐŝƐŝƐƌĞƋƵŝƌĞĚĂŶĚ ĐĂŶďĞƉĞƌĨŽƌŵĞĚďǇ
ĂƌƚŚ^ǇƐƚĞŵƐƵƉŽŶƌĞƋƵĞƐƚ
dŚĞ&ĂƵůƚWĂƌĂŵĞƚĞƌƐ ƚĂďůĞŝŶƉƉĞŶĚŝǆůŝƐƚƐ ƚŚĞƐŝŐŶŝĨŝĐĂŶƚΗĂĐƚŝǀĞΗĂŶĚΗƉŽƚĞŶƚŝĂůůǇĂĐƚŝǀĞΗ ĨĂƵůƚƐ ǁŝƚŚŝŶ ĂŶ ĂƉƉƌŽǆŝŵĂƚĞ ϯϮͲŵŝůĞ ƌĂĚŝƵƐ ŽĨ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ͘ dŚĞ ĚŝƐƚĂŶĐĞ ďĞƚǁĞĞŶ ƚŚĞ ƉƌŽũĞĐƚƐŝƚĞĂŶĚƚŚĞŶĞĂƌĞƐƚƉŽƌƚŝŽŶŽĨĞĂĐŚĨĂƵůƚŝƐƐŚŽǁŶĂƐǁĞůůĂƐƚŚĞƌĞƐƉĞĐƚŝǀĞĞƐƚŝŵĂƚĞĚ ŵĂǆŝŵƵŵĞĂƌƚŚƋƵĂŬĞŵĂŐŶŝƚƵĚĞƐ͘
^K/>E'ZKhEtd
ZKE/d/KE^
dŚĞƐƵďƐƵƌĨĂĐĞĞǀĂůƵĂƚŝŽŶŽĨƚŚĞƉƌŽũĞĐƚƐŝƚĞŝŶĚŝĐĂƚĞƐƚŚĂƚƚŚĞŵĂũŽƌŝƚǇŽĨƚŚĞƐŝƚĞŝƐĐŽǀĞƌĞĚďǇ ĂůĂǇĞƌŽĨĂƌƚŝĨŝĐŝĂůĨŝůůĐŽŶƐŝƐƚŝŶŐŽĨĂƐŝůƚĂŶĚƐĂŶĚŵŝǆƚƵƌĞ;ŝ͘Ğ͕͘ƐŝůƚǇƐĂŶĚĂŶĚͬŽƌƐĂŶĚǇƐŝůƚͿ͘dŚĞ ƚŚŝĐŬŶĞƐƐ ŽĨ ƚŚŝƐ Ĩŝůů ŚĂƐ ďĞĞŶ ĨŽƵŶĚ ƚŽ ďĞ ĂďŽƵƚ ϰ͘ϱ ĨĞĞƚ ŝŶ ďŽƌŝŶŐƐ Ͳϭ͕ ͲϮ͕ ĂŶĚ Ͳϯ͕ ĚƌŝůůĞĚ ǁŝƚŚŝŶƚŚĞĂƌĞĂŽĨƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ͕ƚŽĂƉƉƌŽǆŝŵĂƚĞůǇϲ ĨĞĞƚŝŶďŽƌŝŶŐͲϱ͕ĚƌŝůůĞĚŝŶƚŚĞ ƉƌŽƉŽƐĞĚ ƉĂƌŬŝŶŐͬƉĂǀĞĚ ĂƌĞĂ͘ ĞĐĂƵƐĞ ĚŽĐƵŵĞŶƚĂƚŝŽŶ ƌĞŐĂƌĚŝŶŐ ƚŚĞ ƉůĂĐĞŵĞŶƚ ĂŶĚ ĐŽŵƉĂĐƚŝŽŶ ǁĂƐ ŶŽƚ ƌĞǀŝĞǁĞĚ ĨŽƌ ƉƌĞƉĂƌĂƚŝŽŶ ŽĨ ƚŚŝƐ ƌĞƉŽƌƚ͕ ŝƚ ŝƐ ĐŽŶƐŝĚĞƌĞĚ ƚŽ ďĞ ŶŽŶͲ ĞŶŐŝŶĞĞƌĞĚĂŶĚƵŶĐĞƌƚŝĨŝĞĚĨŽƌƚŚĞƉƵƌƉŽƐĞƐŽĨƚŚŝƐƌĞƉŽƌƚ͘ dŚĞ ĂƌƚŝĨŝĐŝĂů Ĩŝůů ƐŽŝůƐ ŝŶ ŽƵƌ ďŽƌŝŶŐƐ ǁĞƌĞ ƵŶĚĞƌůĂŝŶ ďǇ ƚŚĞ ŽůĚĞƌ ĂůůƵǀŝƵŵ ƐŽŝůƐ͘ dŚĞ ŽůĚĞƌ ĂůůƵǀŝƵŵĐŽŶƐŝƐƚĞĚŽĨƐŝůƚǇƐĂŶĚ;^DͿǁŝƚŚƚƌĂĐĞƐŽĨĐůĂǇ͕ĞǆƚĞŶĚŝŶŐƚŽĂŵĂǆŝŵƵŵĚĞƉƚŚŽĨϭϯ͘ϱ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϱ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
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ƐĂŵƉůĞ ŽĨ ŶĞĂƌͲƐƵƌĨĂĐĞ ƐŽŝů ǁĂƐ ƚĞƐƚĞĚ ĨŽƌ Ɖ,͕ ƌĞƐŝƐƚŝǀŝƚǇ͕ ƐŽůƵďůĞ ƐƵůĨĂƚĞƐ͕ ĂŶĚ ƐŽůƵďůĞ ĐŚůŽƌŝĚĞƐ͘dŚĞƚĞƐƚƌĞƐƵůƚƐƉƌŽǀŝĚĞĚŝŶƉƉĞŶĚŝǆƐŚŽƵůĚďĞĚŝƐƚƌŝďƵƚĞĚƚŽƚŚĞĚĞƐŝŐŶƚĞĂŵĨŽƌ ƚŚĞŝƌŝŶƚĞƌƉƌĞƚĂƚŝŽŶƐƉĞƌƚĂŝŶŝŶŐƚŽƚŚĞĐŽƌƌŽƐŝǀŝƚǇŽƌƌĞĂĐƚŝǀŝƚǇŽĨǀĂƌŝŽƵƐĐŽŶƐƚƌƵĐƚŝŽŶŵĂƚĞƌŝĂůƐ ;ƐƵĐŚ ĂƐ ĐŽŶĐƌĞƚĞ ĂŶĚ ƉŝƉŝŶŐͿ ǁŝƚŚ ƚŚĞ ƐŽŝůƐ͘ /ƚ ƐŚŽƵůĚ ďĞ ŶŽƚĞĚ ƚŚĂƚ ƚŚĞ ƐƵůĨĂƚĞ ĐŽŶƚĞŶƚ ;ϯϰ ŵŐͬ<ŐͿŝƐŝŶƚŚĞΗ^ϬΗĞǆƉŽƐƵƌĞĐůĂƐƐŽĨdĂďůĞϭϵ͘ϯ͘ϭ͘ϭŽĨ/ϯϭϴͲϭϰ͘dŚĞƌĞĨŽƌĞ͕ƐƉĞĐŝĂůĐŽŶĐƌĞƚĞ ĚĞƐŝŐŶƐǁŝůůŶŽƚďĞŶĞĐĞƐƐĂƌǇ ĨŽƌ ƚŚĞŵĞĂƐƵƌĞĚƐƵůĨĂƚĞĐŽŶƚĞŶƚĂĐĐŽƌĚŝŶŐ ƚŽdĂďůĞϭϵ͘ϯ͘Ϯ͘ϭŽĨ /ϯϭϴͲϭϰ͘
ĂƐĞĚŽŶĐƌŝƚĞƌŝĂĞƐƚĂďůŝƐŚĞĚďǇ ƚŚĞ ŽƵŶƚǇŽĨ>ŽƐŶŐĞůĞƐ ;ϮϬϭϯͿ͕ƚŚĞŵĞĂƐƵƌĞĚ ƌĞƐŝƐƚŝǀŝƚǇŽĨ Ă ŶĞĂƌͲƐƵƌĨĂĐĞ ƐŽŝů ƐĂŵƉůĞ ;ϴ͕ϭϬϬ ŽŚŵƐͲĐŵͿ ŝŶĚŝĐĂƚĞƐ ƚŚĂƚ ŶĞĂƌͲƐƵƌĨĂĐĞ ƐŽŝůƐ ĂƌĞ ΗDŽĚĞƌĂƚĞůǇ ŽƌƌŽƐŝǀĞΗ ƚŽ ĨĞƌƌŽƵƐŵĞƚĂů ;ŝ͘Ğ͕͘ ĐĂƐƚ ŝƌŽŶ͕ĞƚĐ͘Ϳ ƉŝƉĞƐ͘/ƚ ƐŚŽƵůĚ ďĞ ŶŽƚĞĚ ƚŚĂƚ ĂƌƚŚ ^ǇƐƚĞŵƐ
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ƌǇ ;ƵŶƐĂƚƵƌĂƚĞĚͿ ƐŽŝůƐ ƚĞŶĚ ƚŽ ƐĞƚƚůĞĂŶĚĚĞŶƐŝĨǇǁŚĞŶ ƐƵďũĞĐƚĞĚ ƚŽĞĂƌƚŚƋƵĂŬĞ ƐŚĂŬŝŶŐ͘dŚĞ ĂŵŽƵŶƚ ŽĨ ƐĞƚƚůĞŵĞŶƚ ŝƐ Ă ĨƵŶĐƚŝŽŶ ŽĨ ƌĞůĂƚŝǀĞ ĚĞŶƐŝƚǇ͕ ĐǇĐůŝĐƐŚĞĂƌͲƐƚƌĂŝŶŵĂŐŶŝƚƵĚĞ͕ ĂŶĚ ƚŚĞ ŶƵŵďĞƌŽĨƐƚƌĂŝŶĐǇĐůĞƐ͘ƉƌŽĐĞĚƵƌĞƚŽĞǀĂůƵĂƚĞƚŚŝƐƚǇƉĞŽĨƐĞƚƚůĞŵĞŶƚǁĂƐĚĞǀĞůŽƉĞĚďǇ^ĞĞĚ ĂŶĚ ^ŝůǀĞƌ ;ϭϵϳϮͿ ĂŶĚ ůĂƚĞƌ ŵŽĚŝĨŝĞĚ ďǇ WǇŬĞ͕ Ğƚ Ăů͘ ;ϭϵϳϱͿ͘ dŽŬŝŵĂƚƐƵ ĂŶĚ ^ĞĞĚ ;ϭϵϴϳͿ ƉƌĞƐĞŶƚĞĚ Ă ƐŝŵƉůŝĨŝĞĚ ƉƌŽĐĞĚƵƌĞ ƚŚĂƚ ŚĂƐ ďĞĞŶ ƌĞĚƵĐĞĚ ƚŽ Ă ƐĞƌŝĞƐ ŽĨ ĞƋƵĂƚŝŽŶƐ ďǇ WƌĂĚĞů ;ϭϵϵϴͿ͘
ůƚŚŽƵŐŚ ƚŚĞ ĞǆŝƐƚŝŶŐ ĂƌƚŝĨŝĐŝĂů ĨŝůůƐ ŵĂǇ ŚĂǀĞ Ă ĚƌǇ ƐĂŶĚ ƐĞƚƚůĞŵĞŶƚ ƉŽƚĞŶƚŝĂů͕ ƚŚĞ ĚƌǇ ƐĂŶĚ ƐĞƚƚůĞŵĞŶƚ ƉŽƚĞŶƚŝĂů ĐĂŶ ďĞ ŵŝƚŝŐĂƚĞĚ ŝĨ ƚŚŽƐĞ ĞǆŝƐƚŝŶŐ ĂƌƚŝĨŝĐŝĂů ĨŝůůƐ ĂƌĞ ŽǀĞƌĞǆĐĂǀĂƚĞĚ͕ ŵŽŝƐƚƵƌĞͲĐŽŶĚŝƚŝŽŶĞĚ͕ĂŶĚƌĞĐŽŵƉĂĐƚĞĚ͘dŚĞƵŶĚĞƌůǇŝŶŐĚĞŶƐĞŽůĚĞƌĂůůƵǀŝƵŵŝƐŶŽƚƐƵƐĐĞƉƚŝďůĞ ƚŽĚƌǇƐĂŶĚƐĞƚƚůĞŵĞŶƚ͘
&h>dZhWdhZ
,Z
ĨĂƵůƚŝƐĂďƌĞĂŬŝŶƚŚĞĞĂƌƚŚΖƐĐƌƵƐƚƵƉŽŶǁŚŝĐŚŵŽǀĞŵĞŶƚŚĂƐŽĐĐƵƌƌĞĚŝŶƚŚĞƌĞĐĞŶƚŐĞŽůŽŐŝĐ ƉĂƐƚĂŶĚĂƚǁŚŝĐŚĨƵƚƵƌĞŵŽǀĞŵĞŶƚŝƐĞǆƉĞĐƚĞĚ͘ƐƵŵŵĂƌǇŽĨŶĞĂƌďǇĂĐƚŝǀĞĨĂƵůƚƐŝƐƉƌĞƐĞŶƚĞĚ ŝŶƉƉĞŶĚŝǆƵŶĚĞƌdĂďůĞϭ&ĂƵůƚWĂƌĂŵĞƚĞƌƐ͘
dŚĞƉƌŽũĞĐƚƐŝƚĞĚŽĞƐŶŽƚůŝĞǁŝƚŚŝŶĂ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂĚĞƐŝŐŶĂƚĞĚĂĐƚŝǀĞĨĂƵůƚŚĂǌĂƌĚǌŽŶĞ͘dŚĞ ĂĐƚŝǀŝƚǇŽĨ ĨĂƵůƚƐŝƐĐůĂƐƐŝĨŝĞĚďǇ ƚŚĞ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂďĂƐĞĚŽŶ ƚŚĞůƋƵŝƐƚͲWƌŝŽůŽ ĂƌƚŚƋƵĂŬĞ
&ĂƵůƚŽŶŝŶŐĐƚ ;ϭϵϳϮ͕ZĞǀŝƐĞĚ ϭϵϵϵͿ͘ŶĂĐƚŝǀĞ ĨĂƵůƚŚĂƐŚĂĚƐƵƌĨĂĐĞ ƌƵƉƚƵƌĞǁŝƚŚ,ŽůŽĐĞŶĞ ƚŝŵĞ;ƚŚĞƉĂƐƚϭϭ͕ϬϬϬǇĞĂƌƐͿ͘ƉŽƚĞŶƚŝĂůůǇĂĐƚŝǀĞĨĂƵůƚƐŚŽǁƐĞǀŝĚĞŶĐĞŽĨƐƵƌĨĂĐĞĚŝƐƉůĂĐĞŵĞŶƚ ĚƵƌŝŶŐYƵĂƚĞƌŶĂƌǇƚŝŵĞ;ůĂƐƚϭ͘ϲŵŝůůŝŽŶǇĞĂƌƐͿ͘ŶŝŶĂĐƚŝǀĞĨĂƵůƚŚĂƐŶŽĞǀŝĚĞŶĐĞŽĨŵŽǀĞŵĞŶƚ ǁŝƚŚŝŶƚŚĞYƵĂƚĞƌŶĂƌǇƚŝŵĞ͘
EŽĞǆŝƐƚŝŶŐĨĂƵůƚƚƌĂĐĞƐǁĞƌĞŽďƐĞƌǀĞĚĐƌŽƐƐŝŶŐƚŚĞƐŝƚĞ͕ĂƐĂƌĞƐƵůƚ͕ŝƚŝƐƚŚĞŽƉŝŶŝŽŶŽĨƚŚŝƐĨŝƌŵ ƚŚĂƚƚŚĞƉŽƚĞŶƚŝĂůĨŽƌĨĂƵůƚƌƵƉƚƵƌĞŽŶƚŚŝƐƐŝƚĞŝƐůŽǁ͘ >E^>/
^
>ĂŶĚƐůŝĚŝŶŐ ŝƐ Ă ƉƌŽĐĞƐƐ ǁŚĞƌĞ Ă ĚŝƐƚŝŶĐƚ ŵĂƐƐ ŽĨ ƌŽĐŬ Žƌ ƐŽŝů ŵŽǀĞƐ ĚŽǁŶƐůŽƉĞ ďĞĐĂƵƐĞ ŽĨ ŐƌĂǀŝƚǇ͘ EŽ ůĂŶĚƐůŝĚĞƐ ĂƌĞ ŵĂƉƉĞĚ ŽŶ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ ďǇŝďďůĞĞ Žƌ h^'^ͬ'^ ;ƐĞĞ ZĞŐŝŽŶĂů 'ĞŽůŽŐŝĐDĂƉƐŝŶƉƉĞŶĚŝǆͿ͘ĞĐĂƵƐĞ ƚŚĞƌĞĂƌĞŶŽŝĚĞŶƚŝĨŝĞĚůĂŶĚƐůŝĚĞƐŽŶŽƌ ƚƌĞŶĚŝŶŐŝŶƚŽ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ͕ĂŶĚ ƚŚĞ ƐŝƚĞŝƐĞƐƐĞŶƚŝĂůůǇ ĨůĂƚ͕ŚĂǌĂƌĚƐĂƐƐŽĐŝĂƚĞĚǁŝƚŚ ƚŚŝƐ ƉŚĞŶŽŵĞŶŽŶĂƌĞ ĐŽŶƐŝĚĞƌĞĚůŽǁ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϴ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ZK<&>>
>ŽŽƐĞ ďŽƵůĚĞƌͲƐŝǌĞĚ ƌŽĐŬƐ ĂŶĚͬŽƌ ǁĞĂƚŚĞƌŝŶŐ ďĞĚƌŽĐŬ ŽƵƚĐƌŽƉƐ ůŽĐĂƚĞĚ ƵƉƐůŽƉĞ ĨƌŽŵ ĐŽŶƐƚƌƵĐƚŝŽŶĐĂŶůĞĂĚƚŽĂƌŽĐŬĨĂůůŚĂǌĂƌĚ͘ĞĐĂƵƐĞƚŚĞƉƌŽũĞĐƚƐŝƚĞŝƐůŽĐĂƚĞĚŽŶĂƌĞůĂƚŝǀĞůǇĨůĂƚ ĂůůƵǀŝĂůƉůĂŝŶǁŝƚŚŶŽŶĞĂƌďǇƐůŽƉĞƐ͕ƚŚĞƉŽƚĞŶƚŝĂůĨŽƌƌŽĐŬĨĂůůŽŶƚŽƚŚĞƉƌŽũĞĐƚƐŝƚĞĂƉƉĞĂƌƐƚŽďĞ ůŽǁ͘

Zd,Yh<
Ͳ/Eh
&>KK/E'

ĂƌƚŚƋƵĂŬĞͲŝŶĚƵĐĞĚĨůŽŽĚŝŶŐƚǇƉĞƐŝŶĐůƵĚĞƚƐƵŶĂŵŝƐ͕ƐĞŝĐŚĞƐ͕ĂŶĚƌĞƐĞƌǀŽŝƌĨĂŝůƵƌĞ͘ƵĞƚŽƚŚĞ ŝŶůĂŶĚůŽĐĂƚŝŽŶŽĨƚŚĞƐŝƚĞ͕ŚĂǌĂƌĚƐĨƌŽŵƚƐƵŶĂŵŝƐĂŶĚƐĞŝĐŚĞƐĂƌĞĐŽŶƐŝĚĞƌĞĚĞǆƚƌĞŵĞůǇƵŶůŝŬĞůǇ͘ ŶǇ ŶĞĂƌďǇ ƌĞƐĞƌǀŽŝƌ ƚŚĂƚ ŵĂǇ ĨĂŝů ǁŽƵůĚ ŶŽƌŵĂůůǇ ĚƌĂŝŶ ŝŶƚŽ ĞƐƚĂďůŝƐŚĞĚ ŵĂũŽƌ ĚƌĂŝŶĂŐĞ ĐŚĂŶŶĞůƐ͕ ĂŶĚ ĂǁĂǇ ĨƌŽŵ ƚŚĞ ƐŝƚĞ͖ ƚŚĞƌĞĨŽƌĞ͕ ĨůŽŽĚŝŶŐ ƐŚŽƵůĚ ŶŽƚ ďĞ ĐŽŶƐŝĚĞƌĞĚ Ă ƉŽƚĞŶƚŝĂů ŚĂǌĂƌĚ͘
Kd,
Z&>KK/E'
dŚĞƉƌŽũĞĐƚƐŝƚĞĚŽĞƐŶŽƚĂƉƉĞĂƌƚŽďĞǁŝƚŚŝŶĂŶǇŽĨƚŚĞĨůŽŽĚŚĂǌĂƌĚĂƌĞĂƐŵĂƉƉĞĚďǇ&ĞĚĞƌĂů

ŵĞƌŐĞŶĐǇDĂŶĂŐĞŵĞŶƚŐĞŶĐǇ;&
DͿ͕&
D&ůŽŽĚDĂƉĨŽƌsĞŶƚƵƌĂŽƵŶƚǇ͕ĞĨĨĞĐƚŝǀĞ:ƵůǇϭ͕
ϮϬϭϱ͕DĂƉEŽ͘ϬϲϭϭϭϬϵϯϭ&͘
/E&/>dZd/KEd
^d/E'
KŶ^ĞƉƚĞŵďĞƌϱ͕ϮϬϮϰ͕ƐŝǆŝŶĨŝůƚƌĂƚŝŽŶďŽƌŝŶŐƐ;/dͲϭƚŚƌŽƵŐŚ/dͲϲͿ͕ĞĂĐŚĂƉƉƌŽǆŝŵĂƚĞůǇϵŝŶĐŚĞƐ ŝŶĚŝĂŵĞƚĞƌ͕ǁĞƌĞĚƌŝůůĞĚƚŽĚĞƚĞƌŵŝŶĞƐŽŝůƉƌŽĨŝůĞƐĂŶĚƚŽŝŶƐƚĂůůƉůĂƐƚŝĐĐĂƐŝŶŐƐ ĨŽƌŝŶĨŝůƚƌĂƚŝŽŶ ƚĞƐƚŝŶŐ͘dŚĞŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚƐǁĞƌĞĐŽŶĚƵĐƚĞĚǁŝƚŚŝŶŽƌŝŶĐůŽƐĞƉƌŽǆŝŵŝƚǇƚŽƚŚĞƉƌŽƉŽƐĞĚŽŶƐŝƚĞ ƐƚŽƌŵǁĂƚĞƌ ŝŶĨŝůƚƌĂƚŝŽŶ ĂƌĞĂƐ͘ dŚĞ ĂƉƉƌŽǆŝŵĂƚĞ ĚĞƉƚŚƐ ŽĨ ƚŚĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƚĞƐƚ ďŽƌŝŶŐƐ ĂƌĞ ĂƐ ĨŽůůŽǁƐ͗/dͲϭĂŶĚ/dͲϯǁĞƌĞĚƌŝůůĞĚƚŽĂďŽƵƚϭϰĨĞĞƚ͕/dͲϮĂŶĚ/dͲϰƚŽĂďŽƵƚϯĨĞĞƚ͕/dͲϱƚŽĂďŽƵƚ ϭϱĨĞĞƚ͕ĂŶĚ/dͲϲƚŽĂďŽƵƚϰĨĞĞƚďĞůŽǁƚŚĞĞǆŝƐƚŝŶŐŐƌŽƵŶĚƐƵƌĨĂĐĞ͘ZĞĨĞƌƚŽƚŚĞ^ŝƚĞ'ĞŽůŽŐŝĐ DĂƉŝŶƉƉĞŶĚŝǆĨŽƌƚŚĞĂƉƉƌŽǆŝŵĂƚĞůŽĐĂƚŝŽŶƐŽĨƚŚĞŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚďŽƌŝŶŐƐ͘ ĨƚĞƌ ĚƌŝůůŝŶŐ ǁĂƐ ĐŽŵƉůĞƚĞĚ͕ ϮͲŝŶĐŚ ĚŝĂŵĞƚĞƌ ƐůŽƚƚĞĚ Ws ĐĂƐŝŶŐƐ ǁĞƌĞ ůŽǁĞƌĞĚ ŝŶƚŽ ƚŚĞ ďŽƌĞŚŽůĞƐ͘dŚĞĂŶŶƵůŝďĞƚǁĞĞŶ ƚŚĞ ĐĂƐŝŶŐƐĂŶĚďŽƌŝŶŐǁĂůůƐǁĞƌĞ ƚŚĞŶ ĨŝůůĞĚǁŝƚŚ ƉĞĂŐƌĂǀĞů͘ dŚĞ ŚŽůĞƐ ǁĞƌĞ ƚŚĞŶ ƉƌĞͲƐĂƚƵƌĂƚĞĚ͘ dŚĞ ĨĂůůŝŶŐͲŚĞĂĚ ďŽƌĞŚŽůĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƚĞƐƚ ƉƌŽĐĞĚƵƌĞ ǁĂƐ ƵƐĞĚĨŽƌŝŶĨŝůƚƌĂƚŝŽŶƚĞƐƚŝŶŐ͘dŽƐƚĂƌƚƚŚĞƚĞƐƚƐ͕ǁĂƚĞƌǁĂƐĂĚĚĞĚƚŽƚŚĞŚŽůĞƐƵŶƚŝůŝƚǁĂƐĂďŽƵƚϮ ĨĞĞƚ ĚĞĞƉ͕ ĂŶĚ ƚŚĞŶ ƚŚĞ ĚƌŽƉ ŝŶ ƚŚĞ ǁĂƚĞƌ ƐƵƌĨĂĐĞ ǁĂƐ ŵŽŶŝƚŽƌĞĚ ďǇ ƚĂŬŝŶŐ ƉĞƌŝŽĚŝĐ ŵĞĂƐƵƌĞŵĞŶƚƐ͘ZĞĂĚŝŶŐƐǁĞƌĞƚĂŬĞŶĂƚƌĞĂƐŽŶĂďůĞƚŝŵĞŝŶƚĞƌǀĂůƐďĂƐĞĚŽŶƚŚĞŝŶĨŝůƚƌĂƚŝŶŐƌĂƚĞ͕ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϵ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĂŶĚĂĨƚĞƌĞĂĐŚŽĨƚŚĞƐĞŝŶƚĞƌǀĂůƐ͕ǁĂƚĞƌǁĂƐĂĚĚĞĚƚŽƌĞƚƵƌŶƚŚĞǁĂƚĞƌůĞǀĞůƚŽŝƚƐĂƉƉƌŽǆŝŵĂƚĞ ŽƌŝŐŝŶĂů ĚĞƉƚŚ ĂďŽǀĞ ƚŚĞ ŚŽůĞ ďŽƚƚŽŵ͘ dŚĞ ƚĞƐƚƐ ǁĞƌĞ ƌƵŶ ƵŶƚŝů ƚŚĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞƐ ǁĞƌĞ ƌĞĂƐŽŶĂďůǇƐƚĂďůĞ͘
/ƚ ƐŚŽƵůĚ ďĞ ŶŽƚĞĚ ƚŚĂƚ ƚŚĞ ƌĂƚĞ ƚŚĞ ǁĂƚĞƌ ƐƵƌĨĂĐĞ ĚƌŽƉƐ ŝŶ Ă ďŽƌĞŚŽůĞ ŝƐ Ă ƉĞƌĐŽůĂƚŝŽŶ ƌĂƚĞ͕ ǁŚŝĐŚ ŝƐ ƌĞůĂƚĞĚ ƚŽ͕ ďƵƚ ŝƐ ŶŽƚ ĂŶ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ͘ WĞƌĐŽůĂƚŝŽŶ ƌĂƚĞ ŝŐŶŽƌĞƐ ƚŚĞ ǁĞƚƚĞĚ ƐŽŝů ƐƵƌĨĂĐĞĂƌĞĂŝŶƚŽǁŚŝĐŚƚŚĞǁĂƚĞƌŝƐŝŶĨŝůƚƌĂƚŝŶŐĂŶĚĚŽĞƐŶŽƚĂĐĐŽƵŶƚĨŽƌƚŚĞǀŽůƵŵĞŽĨǁĂƚĞƌ ŝŶĨŝůƚƌĂƚĞĚ͘ Ŷ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ ĐŽŶƐŝĚĞƌƐ ďŽƚŚ ĨĂĐƚŽƌƐ͘,ĞŶĐĞ͕ ƉĞƌĐŽůĂƚŝŽŶ ƌĂƚĞƐ ;ŝŶ ƵŶŝƚ ůĞŶŐƚŚ ƉĞƌƵŶŝƚƚŝŵĞͿĂƌĞĂŶŽǀĞƌĞƐƚŝŵĂƚŝŽŶŽĨŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞƐ;ĂůƐŽŝŶƵŶŝƚůĞŶŐƚŚƉĞƌƵŶŝƚƚŝŵĞͿ͘ ĂƌƚŚ
^ǇƐƚĞŵƐƵƐĞƐƚŚĞWŽƌĐŚĞƚĞƋƵĂƚŝŽŶƚŽĂĐĐŽƵŶƚĨŽƌƚŚĞǁĞƚƚĞĚƐƵƌĨĂĐĞĂƌĞĂĂŶĚǀŽůƵŵĞŽĨǁĂƚĞƌ ŝŶĨŝůƚƌĂƚĞĚƚŽĞƐƚŝŵĂƚĞĂŶŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞ͘&ŽƌŵƐŽĨƚŚĞĞƋƵĂƚŝŽŶĐĂŶďĞĨŽƵŶĚŝŶƚŚĞZŝǀĞƌƐŝĚĞ ŽƵŶƚǇ Ͳ >Žǁ /ŵƉĂĐƚ ĞǀĞůŽƉŵĞŶƚ DW ĞƐŝŐŶ ,ĂŶĚďŽŽŬ ;ϮϬϬϭͿ͕ ƚŚĞ ^ŽƵƚŚ KƌĂŶŐĞ ŽƵŶƚǇ sĞƌƐŝŽŶ͕dĞĐŚŶŝĐĂů'ƵŝĚĂŶĐĞŽĐƵŵĞŶƚƐƉƉĞŶĚŝĐĞƐ ;ϮϬϭϳͿ͕ŽƌŝŶĂƉĂƉĞƌďǇ :͘t͘sĂŶ,ŽŽƌŶ͕ ͞ĞƚĞƌŵŝŶŝŶŐ,ǇĚƌĂƵůŝĐŽŶĚƵĐƚŝǀŝƚǇǁŝƚŚƚŚĞ/ŶǀĞƌƐĞĚƵŐĞƌ,ŽůĞĂŶĚ/ŶĨŝůƚƌŽŵĞƚĞƌDĞƚŚŽĚƐ͘͟ dŚĞWŽƌĐŚĞƚĞƋƵĂƚŝŽŶŝŶŝƚƐŵŽƐƚƐŝŵƉůĞĨŽƌŵŝƐƚŚĞǀŽůƵŵĞŽĨǁĂƚĞƌŝŶĨŝůƚƌĂƚĞĚĚŝǀŝĚĞĚďǇƚŚĞ ƉƌŽĚƵĐƚŽĨƚŚĞĐŚĂŶŐĞŝŶƚŝŵĞĂŶĚƚŚĞǁĞƚƚĞĚƐƵƌĨĂĐĞĂƌĞĂ͘ǇƐƵďƐƚŝƚƵƚŝŽŶ͕ƚŚĞĞƋƵĂƚŝŽŶĐĂŶďĞ ƐŚŽǁŶƚŽďĞĞƋƵĂůƚŽ͗
ȴ,ΎƌΎϲϬ
/ŶĨŝůƚƌĂƚŝŽŶZĂƚĞ;ŝŶĐŚĞƐͬŚƌ͘Ϳс
ȴƚΎ;ƌнϮ,ĂǀŐͿ
tŚĞƌĞ͗ ȴ,сŚĂŶŐĞŝŶǁĂƚĞƌůĞǀĞů;ŝŶĐŚĞƐͿ
ȴƚсŚĂŶŐĞŝŶƚŝŵĞ;ŵŝŶƵƚĞƐͿ
ƌсZĂĚŝƵƐŽĨƚĞƐƚŚŽůĞ;ŝŶĐŚĞƐͿ
,ĂǀŐсǀĞƌĂŐĞŚĞŝŐŚƚŽĨǁĂƚĞƌŝŶƚĞƐƚŚŽůĞ;ŝŶĐŚĞƐͿ
dŚĞĂďŽǀĞĞƋƵĂƚŝŽŶĚŽĞƐŶŽƚĂĐĐŽƵŶƚĨŽƌƚŚĞŐƌĂǀĞůƉĂĐŬŝŶƚŚĞĂŶŶƵůƵƐďĞƚǁĞĞŶƚŚĞďŽƌĞŚŽůĞ ǁĂůůĂŶĚƚŚĞƐůŽƚƚĞĚƉŝƉĞĨŝƚƚĞĚŝŶƚŚĞƚĞƐƚŚŽůĞ͘/ŐŶŽƌŝŶŐƚŚĞŐƌĂǀĞůƉĂĐŬŝŶĨůĂƚĞƐƚŚĞĂŵŽƵŶƚŽĨ ǁĂƚĞƌŝŶĨŝůƚƌĂƚĞĚĂŶĚ͕ŚĞŶĐĞ͕ǇŝĞůĚƐĂŶƵŶĐŽŶƐĞƌǀĂƚŝǀĞŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞ͘ŵĞƚŚŽĚƚŽĂĐĐŽƵŶƚĨŽƌ ƚŚĞ ǀŽůƵŵĞ ŽĐĐƵƉŝĞĚ ďǇ ƚŚĞ ŐƌĂǀĞů ;ĂŶĚ ƚŚĞ ƐůŽƚƚĞĚ ƉŝƉĞͿ ĂŶĚ ĂĚũƵƐƚ ƚŚĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ ĂĐĐŽƌĚŝŶŐůǇŝƐƉƌĞƐĞŶƚĞĚŝŶĂůƚƌĂŶƐdĞƐƚϳϱϬ͘
ĂƌƚŚ^ǇƐƚĞŵƐŵĂŬĞƐ ƚŚŝƐĂĚĚŝƚŝŽŶĂůĂĚũƵƐƚŵĞŶƚ
ƚŽŽƵƌƚĞƐƚĚĂƚĂ͘dŚĞĞƋƵĂƚŝŽŶŝƐ͗
ŽƌƌĞĐƚŝŽŶ&ĂĐƚŽƌсŶΎ΀ϭͲ;KͬͿϮ΁н;/ͬͿϮ

tŚĞƌĞ͗ ŶсWĞĂŐƌĂǀĞůƉŽƌŽƐŝƚǇ
KсKƵƚƐŝĚĞĚŝĂŵĞƚĞƌŽĨƐůŽƚƚĞĚƉŝƉĞ;ŝŶĐŚĞƐͿ
сdĞƐƚŚŽůĞĚŝĂŵĞƚĞƌ;ŝŶĐŚĞƐͿ
/с/ŶƐŝĚĞĚŝĂŵĞƚĞƌŽĨƐůŽƚƚĞĚƉŝƉĞ;ŝŶĐŚĞƐͿ
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϬ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/

ĂƌƚŚ^ǇƐƚĞŵƐŚĂƐĚĞƚĞƌŵŝŶĞĚĂŶĂǀĞƌĂŐĞƉŽƌŽƐŝƚǇ ĨŽƌ ƚŚĞƉĞĂŐƌĂǀĞůƵƐĞĚŝŶŽƵƌ ƚĞƐƚŝŶŐ͘dŚĞ ŽƚŚĞƌǀĂůƵĞƐĂƌĞƐŝŵƉůĞŵĞĂƐƵƌĞŵĞŶƚƐ͘
ĂƐĞĚŽŶ ƚŚĞŝŶĨŝůƚƌĂƚŝŽŶ ƚĞƐƚŝŶŐ ƌĞƐƵůƚƐŝŶƉƉĞŶĚŝǆ ͕ ƚŚĞŵĞĂƐƵƌĞĚ ƚĞƐƚŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞƐ ĨŽƌ
ƚŚĞĚĞƉƚŚƐƚĞƐƚĞĚĂŶĚďŽƌŝŶŐůŽĐĂƚŝŽŶƐĂƌĞƐƵŵŵĂƌŝǌĞĚŝŶƚŚĞĨŽůůŽǁŝŶŐƚĂďůĞ͗ ŽƌŝŶŐ ƉƉƌŽǆŝŵĂƚĞĞƉƚŚ;ĨĞĞƚͿ /ŶĨŝůƚƌĂƚŝŽŶZĂƚĞ;ŝŶĐŚͬŚŽƵƌͿ /dʹϭ ϭϰ ϭϰ͘Ϭϭ
/dʹϮ ϯ ϭ͘ϭϭ
/dʹϯ ϭϰ ϮϮ͘ϵϯ
/dʹϰ ϯ Ϭ͘ϰϵ
/dʹϱ ϭϱ ϵϳ͘ϵϯ
/dʹϲ ϰ Ϭ͘ϰϱ
ĂƐĞĚ ŽŶ ƚŚĞ sĞŶƚƵƌĂ ŽƵŶƚǇ dĞĐŚŶŝĐĂů 'ƵŝĚĂŶĐĞ DĂŶƵĂů ĨŽƌ ^ƚŽƌŵǁĂƚĞƌ YƵĂůŝƚǇ ŽŶƚƌŽů DĞĂƐƵƌĞƐ;ϮϬϭϬͿ͕ŝŶĨŝůƚƌĂƚŝŽŶĨĂĐŝůŝƚŝĞƐƌĞƋƵŝƌĞĂŵŝŶŝŵƵŵƐŽŝůŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞŽĨϬ͘ϱŝŶĐŚĞƐͬŚŽƵƌ͘ /ĨŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞƐĞǆĐĞĞĚϮ͘ϰŝŶĐŚĞƐͬŚŽƵƌ͕ƌƵŶŽĨĨƐŚŽƵůĚďĞĨƵůůǇƚƌĞĂƚĞĚŝŶĂŶƵƉƐƚƌĞĂŵDW ;ĞƐƚDĂŶĂŐĞŵĞŶƚ WƌĂĐƚŝĐĞͿ ƉƌŝŽƌ ƚŽ ŝŶĨŝůƚƌĂƚŝŽŶ ƚŽ ƉƌŽƚĞĐƚ ŐƌŽƵŶĚǁĂƚĞƌ ƋƵĂůŝƚǇ͘ ĚĚŝƚŝŽŶĂůůǇ͕ ƉƌĞƚƌĞĂƚŵĞŶƚĨŽƌĐŽĂƌƐĞƐĞĚŝŵĞŶƚƌĞŵŽǀĂůŝƐƌĞƋƵŝƌĞĚŝŶĂůůŝŶƐƚĂŶĐĞƐ͘ ůů ƚĞƐƚĞĚ ƌĂƚĞƐ ĨƌŽŵďŽƌŝŶŐƐ/dͲϭ͕/dͲϮ͕/dͲϯ͕ĂŶĚ/dͲϱŵĞĞƚ ƚŚĞŵŝŶŝŵƵŵ ƌĞƋƵŝƌĞŵĞŶƚ͕ĂƐ ƚŚĞ ƌĂƚĞƐĞǆĐĞĞĚϬ͘ϱŝŶĐŚĞƐͬŚŽƵƌ͘,ŽǁĞǀĞƌ͕ĨŽƌƚŚĞďŽƌŝŶŐƐǁŝƚŚƌĂƚĞƐŚŝŐŚĞƌƚŚĂŶϮ͘ϰŝŶĐŚĞƐͬŚŽƵƌ ;/dͲϭ͕/dͲϯ͕ĂŶĚ/dͲϱͿ͕ŝĨĂŶǇƐƚŽƌŵǁĂƚĞƌDWǁŝůůďĞŝŶƐƚĂůůĞĚŝŶƚŚŝƐĂƌĞĂ͕ƚŚĞƌƵŶŽĨĨƐŚŽƵůĚďĞ ĨƵůůǇ ƚƌĞĂƚĞĚŝŶĂŶƵƉƐƚƌĞĂŵDWďĞĨŽƌĞŝŶĨŝůƚƌĂƚŝŽŶ͕ĂƐƌĞĐŽŵŵĞŶĚĞĚďǇ ƚŚĞsĞŶƚƵƌĂŽƵŶƚǇ dĞĐŚŶŝĐĂů'ƵŝĚĂŶĐĞDĂŶƵĂů͘
dŚĞŵŝŶŝŵƵŵ ƌĞĐŽƌĚĞĚŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞƐ ĨŽƌ ďŽƌŝŶŐƐ/dͲϰĂŶĚ/dͲϲ ǁĞƌĞ Ϭ͘ϰϵ ŝŶĐŚĞƐͬŚŽƵƌ ĂŶĚ Ϭ͘ϰϱ ŝŶĐŚĞƐͬŚŽƵƌ͕ ƌĞƐƉĞĐƚŝǀĞůǇ͘ dŚĞƐĞ ǀĂůƵĞƐ ĂƌĞ ďĞůŽǁ ƚŚĞ ƌĞƋƵŝƌĞĚŵŝŶŝŵƵŵ ƐŽŝů ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞŽĨϬ͘ϱŝŶĐŚĞƐͬŚŽƵƌ͕ŝŶĚŝĐĂƚŝŶŐƚŚĂƚƚŚĞƐŽŝůŝŶƚŚĞƐĞůŽĐĂƚŝŽŶƐĚŽĞƐŶŽƚŵĞĞƚƚŚĞŝŶĨŝůƚƌĂƚŝŽŶ ĐƌŝƚĞƌŝĂ͘
dŚĞƌĞĂƌĞŵĂŶǇ ĨĂĐƚŽƌƐ ƚŚĂƚŝŶĨůƵĞŶĐĞ ƚŚĞŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ͘ ůĞĂƌǁĂƚĞƌǁĂƐƵƐĞĚŝŶŽƵƌ ƚĞƐƚƐ͕ ǁŚĞƌĞĂƐ ĚĞůĞƚĞƌŝŽƵƐ ŵĂƚĞƌŝĂů ǁŝůů ůŝŬĞůǇ ďĞ ĐŽŶƚĂŝŶĞĚ ŝŶ ƚŚĞ ƐƚŽƌŵ ǁĂƚĞƌ͘ sĂƌŝĂƚŝŽŶƐ ŝŶ ƐŽŝů ĐŽŶĚŝƚŝŽŶƐ ǁŝƚŚŝŶ ƚŚĞ ůŝŵŝƚƐ ŽĨ ƚŚĞ ƉƌŽƉŽƐĞĚ ŝŶĨŝůƚƌĂƚŝŽŶ ƐǇƐƚĞŵ ǁŝůů ůŝŬĞůǇ ĂĨĨĞĐƚ ŝŶĨŝůƚƌĂƚŝŽŶ ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͘dŚĞĚĞƐŝŐŶĞƌǁŚŽƵƚŝůŝǌĞƐ ƚŚĞŝŶĨŝůƚƌĂƚŝŽŶ ƌĞƐƵůƚƐƐŚŽƵůĚĐŽŶƐŝĚĞƌ ƚŚĞƐĞ ĨĂĐƚŽƌƐ͕ ĂƐ ǁĞůů ĂƐ ĂƉƉůǇ Ă ĨĂĐƚŽƌͲŽĨͲƐĂĨĞƚǇ ƚŽ ƚŚĞ ŝŶĨŝůƚƌĂƚŝŽŶ ƌĂƚĞ ƚŽ ĂĐĐŽƵŶƚ ĨŽƌ ĨƵƚƵƌĞ ĚŝƐƉŽƐĂů ďĞĚ ƐŝůƚĂƚŝŽŶ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϭ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
KE>h^/KE^EZ
KDD
Ed/KE^
ĂƐĞĚ ŽŶ ƚŚĞ ĚĂƚĂ ƉƌŽǀŝĚĞĚ ŝŶ ƚŚŝƐ ƌĞƉŽƌƚ͕ ŝƚ ĂƉƉĞĂƌƐ ƚŚĂƚ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ ŝƐ ƐƵŝƚĂďůĞ ĨŽƌ ƚŚĞ ƉƌŽƉŽƐĞĚ ĚĞǀĞůŽƉŵĞŶƚ ĨƌŽŵĂŶĞŶŐŝŶĞĞƌŝŶŐŐĞŽůŽŐǇĂŶĚŐĞŽƚĞĐŚŶŝĐĂůĞŶŐŝŶĞĞƌŝŶŐ ƐƚĂŶĚƉŽŝŶƚ ƉƌŽǀŝĚĞĚƚŚĂƚƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐƉƌŽǀŝĚĞĚŚĞƌĞŝŶĂƌĞƉƌŽƉĞƌůǇŝŵƉůĞŵĞŶƚĞĚŝŶƚŽƚŚĞƉƌŽũĞĐƚ͘ ĞĐĂƵƐĞƚŚĞĐƵƌƌĞŶƚƉůĂŶƐĂƉƉĞĂƌƚŽďĞĐŽŶĐĞƉƚƵĂů͕
ĂƌƚŚ^ǇƐƚĞŵƐƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚƚŽŵŽĚŝĨǇ
ŽƵƌĐƵƌƌĞŶƚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐďĂƐĞĚŽŶƚŚĞĨŝŶĂůƉƌŽũĞĐƚƉůĂŶƐ͘

ĂƌƚŚ^ǇƐƚĞŵƐďĞůŝĞǀĞƐƚŚĂƚĂĐŽŶǀĞŶƚŝŽŶĂůƐƉƌĞĂĚĨŽƵŶĚĂƚŝŽŶƐǇƐƚĞŵǁŝƚŚĂƐůĂďͲŽŶͲŐƌĂĚĞĨůŽŽƌ ŝƐ ƐƵŝƚĂďůĞ ĨŽƌ ƚŚĞ ƉƌŽƉŽƐĞĚ ďƵŝůĚŝŶŐƐ͘ ,ŽǁĞǀĞƌ͕ ďĂƐĞĚ ŽŶ ƚŚĞ ŽďƐĞƌǀĞĚ ƐŝƚĞ ĐŽŶĚŝƚŝŽŶƐ͕ ǁĞ ƌĞĐŽŵŵĞŶĚ ƌĞŵĞĚŝĂů ŐƌĂĚŝŶŐ͕ ŝŶĐůƵĚŝŶŐ ŽǀĞƌĞǆĐĂǀĂƚŝŽŶ ĂŶĚ ƌĞĐŽŵƉĂĐƚŝŽŶ͕ ƚŽ ƌĞŵŽǀĞ ƵŶĐĞƌƚŝĨŝĞĚĨŝůůĂŶĚĐƌĞĂƚĞĂŵŽƌĞƵŶŝĨŽƌŵ͕ŵŽŝƐƚƵƌĞͲĐŽŶĚŝƚŝŽŶĞĚƐƵďŐƌĂĚĞŝŶĂƌĞĂƐĚĞƐŝŐŶĂƚĞĚ ĨŽƌƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ͘
^ŝŶĐĞƚŚĞĞǆŝƐƚŝŶŐĂƌƚŝĨŝĐŝĂůĨŝůůŚĂƐďĞĞŶĐŽŶƐŝĚĞƌĞĚƚŽďĞŶŽŶͲĞŶŐŝŶĞĞƌĞĚĂŶĚƵŶĐĞƌƚŝĨŝĞĚĨŽƌƚŚĞ ƉƵƌƉŽƐĞƐ ŽĨ ƚŚŝƐ ƌĞƉŽƌƚ͕ ǁĞ ĞǀĂůƵĂƚĞĚ ƚŚĞ ƌĞůĂƚŝǀĞ ĐŽŵƉĂĐƚŝŽŶ ŽĨ ƚŚĞ ĂƌƚŝĨŝĐŝĂů Ĩŝůů ƐŽŝůƐ ĞŶĐŽƵŶƚĞƌĞĚ ŝŶ ƚŚĞ ďŽƌŝŶŐƐ ĚƌŝůůĞĚ Ăƚ ƚŚĞ ƉĂƌŬŝŶŐͬƉĂǀĞĚ ĂƌĞĂ ďǇ ĐŽŵƉĂƌŝŶŐ ƚŚĞ ŝŶͲƐŝƚƵ ĚƌǇ ĚĞŶƐŝƚǇ ŽĨ ƚŚĞ ƐĂŵƉůĞƐ ƚŽ ƚŚĞ ŵĂǆŝŵƵŵ ĚƌǇ ĚĞŶƐŝƚǇ ŽďƚĂŝŶĞĚ ĨƌŽŵ ůĂď ĚĂƚĂ͘ dŚĞ ƌĞůĂƚŝǀĞ ĐŽŵƉĂĐƚŝŽŶƐĚĞƌŝǀĞĚďǇƚŚŝƐĂƉƉƌŽĂĐŚǁĞƌĞĂďŽǀĞϵϬйĨŽƌƐĂŵƉůĞƐĐŽůůĞĐƚĞĚĨƌŽŵďŽƌŝŶŐƐͲϰ ĂŶĚ Ͳϱ ǁŝƚŚŝŶ ƚŚĞ ƉĂƌŬŝŶŐͬƉĂǀĞĚ ĂƌĞĂ͘ 'ŝǀĞŶ ƚŚĞ ƐĂƚŝƐĨĂĐƚŽƌǇ ĐŽŵƉĂĐƚŝŽŶ ůĞǀĞůƐ͕ ƚŚĞ ŽǁŶĞƌ ŵĂǇĐŚŽŽƐĞƚŽƌĞƚĂŝŶĂƉŽƌƚŝŽŶŽĨƚŚĞĂƌƚŝĨŝĐŝĂůĨŝůůŝŶƉůĂĐĞŝŶƚŚĞƉĂƌŬŝŶŐͬƉĂǀĞĚĂƌĞĂ͕ƚŚŽƵŐŚĂƚ ƚŚĞŝƌŽǁŶƌŝƐŬ͘,ŽǁĞǀĞƌ͕ĂƐƉƌĞǀŝŽƵƐůǇŶŽƚĞĚ͕ƚŚĞĨŝůůŵĂƚĞƌŝĂůĐŽŶƐŝƐƚƐŽĨĂƐŝůƚͲƐĂŶĚŵŝǆƚƵƌĞƚŚĂƚ ŵĂǇďĞƉƌŽŶĞƚŽŚǇĚƌŽĐŽůůĂƉƐĞ͘/ĨƚŚŝƐŵĂƚĞƌŝĂůŝƐƵƐĞĚĂƐĂƐƵďŐƌĂĚĞĨŽƌƉĞƌŵĞĂďůĞƉĂǀĞŵĞŶƚ͕ ƚŚĞ ŝŶĐƌĞĂƐĞĚ ĚĞŐƌĞĞ ŽĨ ƐŽŝů ƐĂƚƵƌĂƚŝŽŶ ĐŽƵůĚ ƚƌŝŐŐĞƌ ŚǇĚƌŽĐŽůůĂƉƐĞ͕ ůĞĂĚŝŶŐ ƚŽ ƉŽƚĞŶƚŝĂů ƐĞƚƚůĞŵĞŶƚŝƐƐƵĞƐ͘
^ƉĞĐŝĨŝĐ ĐŽŶĐůƵƐŝŽŶƐ ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĂĚĚƌĞƐƐŝŶŐ ƚŚĞƐĞ ŐĞŽůŽŐŝĐ ĂŶĚ ŐĞŽƚĞĐŚŶŝĐĂů ĐŽŶƐŝĚĞƌĂƚŝŽŶƐ͕ ĂƐ ǁĞůů ĂƐ ŐĞŶĞƌĂů ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ƌĞŐĂƌĚŝŶŐ ƚŚĞ ŐĞŽƚĞĐŚŶŝĐĂů ĂƐƉĞĐƚƐ ŽĨ ĚĞƐŝŐŶĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶ͕ĂƌĞƉƌĞƐĞŶƚĞĚŝŶƚŚĞĨŽůůŽǁŝŶŐƐĞĐƚŝŽŶƐ͘ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϮ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
͘ 'ƌĂĚŝŶŐ
ϭ͘ WƌĞͲ'ƌĂĚŝŶŐŽŶƐŝĚĞƌĂƚŝŽŶƐ
Ă͘ ZŽŽĨĚƌĂŝŶŝŶŐƐǇƐƚĞŵƐƐŚŽƵůĚďĞĚĞƐŝŐŶĞĚƐŽƚŚĂƚǁĂƚĞƌŝƐŶŽƚĚŝƐĐŚĂƌŐĞĚŝŶƚŽ ďĞĂƌŝŶŐƐŽŝůƐŽƌŶĞĂƌƐƚƌƵĐƚƵƌĞƐ͘&ŝŶĂůƐŝƚĞŐƌĂĚĞƐŚŽƵůĚďĞĚĞƐŝŐŶĞĚƐŽƚŚĂƚĂůů ǁĂƚĞƌ ŝƐ ĚŝǀĞƌƚĞĚ ĂǁĂǇ ĨƌŽŵ ƚŚĞ ƐƚƌƵĐƚƵƌĞƐ ŽǀĞƌ ƉĂǀĞĚ ƐƵƌĨĂĐĞƐ͕ Žƌ ŽǀĞƌ ůĂŶĚƐĐĂƉĞĚ ƐƵƌĨĂĐĞƐ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ĐƵƌƌĞŶƚ ĐŽĚĞƐ͘ tĂƚĞƌ ƐŚŽƵůĚ ŶŽƚ ďĞ ĂůůŽǁĞĚƚŽƉŽŶĚĂŶǇǁŚĞƌĞŽŶƚŚĞƉĂĚ͘
ď͘ ^ŚƌŝŶŬĂŐĞŽĨ ƐŽŝůƐ ;ƵŶĐĞƌƚŝĨŝĞĚ ĨŝůůƐͿĂĨĨĞĐƚĞĚďǇĐŽŵƉĂĐƚŝŽŶŝƐĞƐƚŝŵĂƚĞĚ ƚŽďĞ ĂďŽƵƚϱƉĞƌĐĞŶƚďĂƐĞĚŽŶĂŶĂŶƚŝĐŝƉĂƚĞĚĂǀĞƌĂŐĞĐŽŵƉĂĐƚŝŽŶŽĨϵϮƉĞƌĐĞŶƚ͘ Đ͘
ĂƌƚŚ ^ǇƐƚĞŵƐ ƐŚŽƵůĚ ďĞ ƌĞƚĂŝŶĞĚ ƚŽ ƉƌŽǀŝĚĞ ĞŶŐŝŶĞĞƌŝŶŐ ŐĞŽůŽŐǇ ĂŶĚ ŐĞŽƚĞĐŚŶŝĐĂů ĞŶŐŝŶĞĞƌŝŶŐ ƐĞƌǀŝĐĞƐ ĚƵƌŝŶŐ ƐŝƚĞ ĚĞǀĞůŽƉŵĞŶƚ ĂŶĚ ŐƌĂĚŝŶŐ͕ ĂŶĚ ĨŽƵŶĚĂƚŝŽŶ ĐŽŶƐƚƌƵĐƚŝŽŶ ƉŚĂƐĞƐ ŽĨ ƚŚĞ ǁŽƌŬ ƚŽ ŽďƐĞƌǀĞ ĐŽŵƉůŝĂŶĐĞ ǁŝƚŚ ƚŚĞ ĚĞƐŝŐŶĐŽŶĐĞƉƚƐ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶƐĂŶĚƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘dŚŝƐǁŝůůĂůůŽǁĨŽƌƚŝŵĞůǇ ĚĞƐŝŐŶ ĐŚĂŶŐĞƐ ŝŶ ƚŚĞ ĞǀĞŶƚ ƚŚĂƚ ƐƵďƐƵƌĨĂĐĞ ĐŽŶĚŝƚŝŽŶƐ ĚŝĨĨĞƌ ĨƌŽŵ ƚŚŽƐĞ ĂŶƚŝĐŝƉĂƚĞĚƉƌŝŽƌƚŽƚŚĞƐƚĂƌƚŽĨĐŽŶƐƚƌƵĐƚŝŽŶ͘
Ě͘ WůĂŶƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐƐŚŽƵůĚďĞƉƌŽǀŝĚĞĚƚŽ
ĂƌƚŚ^ǇƐƚĞŵƐƉƌŝŽƌƚŽŐƌĂĚŝŶŐ͘
WůĂŶƐ ƐŚŽƵůĚ ŝŶĐůƵĚĞ ƚŚĞ ŐƌĂĚŝŶŐ ƉůĂŶƐ͕ ĨŽƵŶĚĂƚŝŽŶ ƉůĂŶƐ͕ ĂŶĚ ĨŽƵŶĚĂƚŝŽŶ ĚĞƚĂŝůƐ͘
ĂƌƚŚ ^ǇƐƚĞŵƐ ǁŝůů ƌĞǀŝĞǁ ƚŚĞƐĞ ƉůĂŶƐ ŽŶůǇ ĨŽƌ ĐŽŶĨŽƌŵŝƚǇ ǁŝƚŚ ŐĞŽƚĞĐŚŶŝĐĂů ƉĂƌĂŵĞƚĞƌƐ ŶŽƚŝŶĐůƵĚŝŶŐĚƌĂŝŶĂŐĞ͘/ƚŝƐ ƚŚĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ŽĨ ƚŚĞ ůŝĞŶƚ ĂŶĚ ŽƚŚĞƌ
ŶŐŝŶĞĞƌƐ ƚŽ ƌĞǀŝĞǁ ĂŶĚ ĂƉƉƌŽǀĞ ĚĞƐŝŐŶƐ ĂŶĚ ƉůĂŶƐ ĨŽƌ ĐŽŶĨŽƌŵŝƚǇ ǁŝƚŚ Ăůů ĞŶŐŝŶĞĞƌŝŶŐ ĂŶĚ ĚĞƐŝŐŶ ƌĞƋƵŝƌĞŵĞŶƚƐ ŶĞĐĞƐƐĂƌǇ ĨŽƌ ƚŚĞ ƉƌŽƉĞƌĨƵŶĐƚŝŽŶĂŶĚƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚĞƐƚƌƵĐƚƵƌĞ͘
Ğ͘ ŽŵƉĂĐƚŝŽŶƚĞƐƚƐƐŚŽƵůĚďĞŵĂĚĞŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ^dDϲϵϯϴŽƌ^dD ϭϱϱϲ ƚŽĚĞƚĞƌŵŝŶĞ ƚŚĞ ƌĞůĂƚŝǀĞĐŽŵƉĂĐƚŝŽŶŽĨ ƚŚĞ ĨŝůůƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ ƚŚĞ ĨŽůůŽǁŝŶŐ ŵŝŶŝŵƵŵ ŐƵŝĚĞůŝŶĞƐ͗ ƚǁŽ ƚĞƐƚƐ ĨŽƌ ĞĂĐŚ ϭͲĨŽŽƚ ǀĞƌƚŝĐĂů ůŝĨƚ ŝŶ ĞǀĞƌǇ ŝƐŽůĂƚĞĚĂƌĞĂŐƌĂĚĞĚ͖ŽŶĞƚĞƐƚĨŽƌĞĂĐŚϱϬϬĐƵďŝĐǇĂƌĚƐŽĨŵĂƚĞƌŝĂůƉůĂĐĞĚ͖ĂŶĚ ƚǁŽƚĞƐƚƐĂƚĨŝŶŝƐŚĞĚƐƵďŐƌĂĚĞĞůĞǀĂƚŝŽŶŝŶĞǀĞƌǇĂƌĞĂŽĨƌĞŵĞĚŝĂůŐƌĂĚŝŶŐ͘ Ϯ͘ ZŽƵŐŚ'ƌĂĚŝŶŐͬƌĞĂƐŽĨĞǀĞůŽƉŵĞŶƚ
Ă͘ 'ƌĂĚŝŶŐ Ăƚ Ă ŵŝŶŝŵƵŵ ƐŚŽƵůĚ ĐŽŶĨŽƌŵ ƚŽ ƉƉĞŶĚŝǆ : ŽĨ ƚŚĞ ϮϬϮϮ ĂůŝĨŽƌŶŝĂ ƵŝůĚŝŶŐŽĚĞĂŶĚůŽĐĂůŐƌĂĚŝŶŐŽƌĚŝŶĂŶĐĞƐ͕ĨŽůůŽǁŝŶŐƚŚĞƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŽĨ ƚŚĞ 'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌ ĚƵƌŝŶŐ ĐŽŶƐƚƌƵĐƚŝŽŶ͘tŚĞƌĞ ƚŚĞ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ŽĨƚŚŝƐƌĞƉŽƌƚĂŶĚƚŚĞĐŝƚĞĚƐĞĐƚŝŽŶŽĨƚŚĞϮϬϮϮĂƌĞŝŶĐŽŶĨůŝĐƚ͕ƚŚĞKǁŶĞƌ ƐŚŽƵůĚƌĞƋƵĞƐƚĐůĂƌŝĨŝĐĂƚŝŽŶĨƌŽŵƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϯ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ď͘ dŚĞ ĞǆŝƐƚŝŶŐ ŐƌŽƵŶĚ ƐƵƌĨĂĐĞ ƐŚŽƵůĚ ďĞ ŝŶŝƚŝĂůůǇ ƉƌĞƉĂƌĞĚ ĨŽƌ ŐƌĂĚŝŶŐ ďǇ ƌĞŵŽǀŝŶŐ ƚŚĞ ƌĞŵŶĂŶƚƐŽĨĐŽŶĐƌĞƚĞƐůĂďƐ͕ĂďĂŶĚŽŶĞĚƵƚŝůŝƚǇůŝŶĞƐ͕ǀĞŐĞƚĂƚŝŽŶ͕ ĚĞďƌŝƐ͕ŽƚŚĞƌŽƌŐĂŶŝĐŵĂƚĞƌŝĂůĂŶĚŶŽŶͲĐŽŵƉůǇŝŶŐ Ĩŝůů ĨƌŽŵĐŽŶƐƚƌƵĐƚŝŽŶĂƌĞĂƐ͘ KƌŐĂŶŝĐƐĂŶĚĚĞďƌŝƐ ƐŚŽƵůĚďĞ ƐƚŽĐŬƉŝůĞĚĂǁĂǇ ĨƌŽŵĂƌĞĂƐ ƚŽ ďĞ ŐƌĂĚĞĚ͕ĂŶĚ ƵůƚŝŵĂƚĞůǇ ƌĞŵŽǀĞĚ ĨƌŽŵ ƚŚĞ ƉƌŽũĞĐƚ ƐŝƚĞ ƚŽ ƉƌĞǀĞŶƚ ƚŚĞŝƌ ŝŶĐůƵƐŝŽŶ ŝŶ ĨŝůůƐ͘ sŽŝĚƐ ĐƌĞĂƚĞĚ ďǇ ƌĞŵŽǀĂů ŽĨ ƐƵĐŚŵĂƚĞƌŝĂů ƐŚŽƵůĚ ďĞ ƉƌŽƉĞƌůǇ ďĂĐŬĨŝůůĞĚ ĂŶĚ ĐŽŵƉĂĐƚĞĚ͘EŽĐŽŵƉĂĐƚĞĚ ĨŝůůƐŚŽƵůĚďĞƉůĂĐĞĚƵŶůĞƐƐƚŚĞƵŶĚĞƌůǇŝŶŐƐŽŝůŚĂƐ ďĞĞŶŽďƐĞƌǀĞĚďǇƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů
ŶŐŝŶĞĞƌŽƌŚŝƐŽƌŚĞƌƌĞƉƌĞƐĞŶƚĂƚŝǀĞ͘
Đ͘ dŽ ƌĞŵŽǀĞ ƚŚĞ ƵŶĐĞƌƚŝĨŝĞĚ Ĩŝůů ĂŶĚ ƉƌŽǀŝĚĞ Ă ŵŽƌĞ ƵŶŝĨŽƌŵ ĂŶĚ ŵŽŝƐƚƵƌĞͲ ĐŽŶĚŝƚŝŽŶĞĚ ƐƵďŐƌĂĚĞ͕ ŽǀĞƌĞǆĐĂǀĂƚŝŽŶ ĂŶĚ ƌĞĐŽŵƉĂĐƚŝŽŶ ŽĨ ƐŽŝůƐ ďĞŶĞĂƚŚ ƚŚĞ ƉƌŽƉŽƐĞĚŝŵƉƌŽǀĞŵĞŶƚƐǁŝůůďĞŶĞĐĞƐƐĂƌǇ͘
Ě͘ /ĨĐŽŶǀĞŶƚŝŽŶĂůƐƉƌĞĂĚĨŽƵŶĚĂƚŝŽŶƐĂƌĞƵƐĞĚƚŽƐƵƉƉŽƌƚƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ͕ ƐŽŝůƐ ƐŚŽƵůĚ ďĞ ŽǀĞƌĞǆĐĂǀĂƚĞĚ ƚŽ Ă ĚĞƉƚŚ ŽĨ ϯ ĨĞĞƚ ďĞůŽǁ ƚŚĞ ďŽƚƚŽŵ ŽĨ ƚŚĞ ĨŽŽƚŝŶŐŽƌĂƐĚĞĞƉĂƐŶĞĐĞƐƐĂƌǇƚŽƌĞŵŽǀĞĂůůĞǆŝƐƚŝŶŐĨŝůůŵĂƚĞƌŝĂů͕ǁŚŝĐŚĞǀĞƌŝƐ ĚĞĞƉĞƌ͘ KǀĞƌĞǆĐĂǀĂƚŝŽŶ ƐŚŽƵůĚ ďĞ ĞǆƚĞŶĚĞĚ ƚŽ Ă ĚŝƐƚĂŶĐĞ ŽĨ Ăƚ ůĞĂƐƚ ϱ ĨĞĞƚ ůĂƚĞƌĂůůǇ͕ ďƵƚŶŽƚůĞƐƐ ƚŚĂŶĂ ĚŝƐƚĂŶĐĞĞƋƵĂů ƚŽ ƚŚĞ ĚĞƉƚŚ ŽĨ ƌĞŵŽǀĂů͕ďĞǇŽŶĚ ƚŚĞŽƵƚƐŝĚĞĞĚŐĞŽĨƚŚĞĨŽƵŶĚĂƚŝŽŶĞůĞŵĞŶƚƐ͘
Ğ͘ ^ŽŝůďĞŶĞĂƚŚ ƌĞƚĂŝŶŝŶŐǁĂůů ĨŽƵŶĚĂƚŝŽŶƐ ƐŚŽƵůĚďĞŽǀĞƌĞǆĐĂǀĂƚĞĚ ƚŚĞ ƐĂŵĞĂƐ ƌĞĐŽŵŵĞŶĚĞĚĨŽƌƐƵƉƉŽƌƚƚŚĞƉƌŽƉŽƐĞĚďƵŝůĚŝŶŐƐ͕ĞǆĐĞƉƚƚŚĞůĂƚĞƌĂůĞǆƚĞŶƚŽĨ ƚŚĞ ŐƌĂĚŝŶŐ ĐĂŶ ďĞ ůŝŵŝƚĞĚ ƚŽ Ϯ ĨĞĞƚ ďĞǇŽŶĚ ƚŚĞ ǁĂůů ĨŽƵŶĚĂƚŝŽŶ ĞĚŐĞƐ͕ ŝĨ ƉŽƐƐŝďůĞ͘
Ĩ͘ /Ŷ ĂƌĞĂƐ ƚŽ ƌĞĐĞŝǀĞ ƐŝĚĞǁĂůŬƐ Žƌ ƉĂǀŝŶŐ͕ ƐŽŝůƐ ƐŚŽƵůĚ ďĞ ŽǀĞƌĞǆĐĂǀĂƚĞĚ ƚŽ Ă ĚĞƉƚŚŽĨϮĨĞĞƚďĞůŽǁĞǆŝƐƚŝŶŐŐƌĂĚĞŽƌϮĨĞĞƚďĞůŽǁĨŝŶŝƐŚĞĚŐƌĂĚĞ͕ǁŚŝĐŚĞǀĞƌ ŝƐ ĚĞĞƉĞƌ͘ /Ĩ ƚŚĞ ŽǁŶĞƌ ĚĞĐŝĚĞƐ ƚŽ ůĞĂǀĞ ĞǆŝƐƚŝŶŐ Ĩŝůů ŝŶ ƉůĂĐĞ ƵŶĚĞƌ ĂŶĚͬŽƌ ǁŝƚŚŝŶ ƚŚĞ ŝŶĨůƵĞŶĐĞ ŽĨ ƉƌŽƉŽƐĞĚ ƉĂƌŬŝŶŐͬƉĂǀĞĚ ĂƌĞĂ͕ ƚŚĞŶ ƚŚĞ ŽǁŶĞƌ ƐŚŽƵůĚ ďĞĂǁĂƌĞ ƚŚĂƚ ƚŚĞƌĞŝƐĂ ƌŝƐŬ ŽĨ ƐĞƚƚůĞŵĞŶƚ ƚŚĂƚŵĂǇ ĐĂƵƐĞ ĚŝƐƉůĂĐĞŵĞŶƚĂŶĚ ĐƌĂĐŬŝŶŐ ŽĨ ĞǆƚĞƌŝŽƌ ŝŵƉƌŽǀĞŵĞŶƚƐ͘ KǀĞƌĞǆĐĂǀĂƚŝŽŶ ƐŚŽƵůĚ ďĞ ĞǆƚĞŶĚĞĚ ƚŽ Ă ĚŝƐƚĂŶĐĞ ŽĨ Ăƚ ůĞĂƐƚ ϯ ĨĞĞƚ ůĂƚĞƌĂůůǇ͕ ďƵƚ ŶŽƚ ůĞƐƐ ƚŚĂŶ Ă ĚŝƐƚĂŶĐĞĞƋƵĂů ƚŽ ƚŚĞ ĚĞƉƚŚŽĨƌĞŵŽǀĂů͕ďĞǇŽŶĚƚŚĞŽƵƚƐŝĚĞĞĚŐĞŽĨƚŚĞƉƌŽƉŽƐĞĚŝŵƉƌŽǀĞŵĞŶƚ͘dŚĞ ƵƉƉĞƌ ϭϮ ŝŶĐŚĞƐ ŽĨ ƐƵďŐƌĂĚĞ ďĞŶĞĂƚŚ ƉĂǀĞŵĞŶƚ ƐŚŽƵůĚ ďĞ ĐŽŵƉĂĐƚĞĚ ƚŽ ϵϱ ƉĞƌĐĞŶƚŽĨƚŚĞ^dDϭϱϱϳŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇ͘
Ő͘ dŚĞďŽƚƚŽŵƐŽĨĂůůĞǆĐĂǀĂƚŝŽŶƐƐŚŽƵůĚďĞŽďƐĞƌǀĞĚďǇĂƌĞƉƌĞƐĞŶƚĂƚŝǀĞŽĨ ĂƌƚŚ
^ǇƐƚĞŵƐƉƌŝŽƌƚŽƉƌŽĐĞƐƐŝŶŐƚŚĞďŽƚƚŽŵŽƌƉůĂĐŝŶŐĨŝůů͘ Ś͘ dŚĞ ƌĞƐƵůƚŝŶŐ ƐƵƌĨĂĐĞ;ƐͿ ƐŚŽƵůĚ ƚŚĞŶ ďĞ ƐĐĂƌŝĨŝĞĚ ĂŶ ĂĚĚŝƚŝŽŶĂů ϲ ŝŶĐŚĞƐ͕ ƵŶŝĨŽƌŵůǇŵŽŝƐƚƵƌĞ ĐŽŶĚŝƚŝŽŶĞĚ ƚŽ ĂďŽǀĞ ƚŚĞ ŽƉƚŝŵƵŵŵŽŝƐƚƵƌĞ ĐŽŶƚĞŶƚ ĂŶĚ KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϰ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
;ZĞǀŝƐĞĚEŽǀĞŵďĞƌϲ͕ϮϬϮϰͿ ZĞƉŽƌƚEŽ͗͘ϮϰͲϭϬͲϴϲ

Zd,^z^d
D^W/&/
ĐŽŵƉĂĐƚĞĚ ƚŽ ĂĐŚŝĞǀĞ Ă ŵŝŶŝŵƵŵ ƌĞůĂƚŝǀĞ ĐŽŵƉĂĐƚŝŽŶ ŽĨ ϵϬ ƉĞƌĐĞŶƚ ŽĨ ƚŚĞ ^dD ϭϱϱϳ ŵĂǆŝŵƵŵ ĚƌǇ ĚĞŶƐŝƚǇ͘ ŽŵƉĂĐƚŝŽŶ ŽĨ ƚŚĞ ƉƌĞƉĂƌĞĚ ƐƵďŐƌĂĚĞ ƐŚŽƵůĚďĞǀĞƌŝĨŝĞĚďǇƚĞƐƚŝŶŐƉƌŝŽƌƚŽƚŚĞƉůĂĐĞŵĞŶƚŽĨƌĞĐŽŵƉĂĐƚĞĚĨŝůů͘ ŝ͘ ůƚŚŽƵŐŚ ŶŽƚ ĞŶĐŽƵŶƚĞƌĞĚ Žƌ ŝĚĞŶƚŝĨŝĞĚ ĚƵƌŝŶŐ ŽƵƌ ĨŝĞůĚ ŝŶǀĞƐƚŝŐĂƚŝŽŶƐ͕ ŝƚ ŝƐ ƉŽƐƐŝďůĞƚŚĂƚŽƚŚĞƌďƵƌŝĞĚŽďũĞĐƚƐƐƵĐŚĂƐƵŶĚĞƌŐƌŽƵŶĚ ƚĂŶŬƐŽƌŽƚŚĞƌƐŝŵŝůĂƌ ƐƵďƐƚƌƵĐƚƵƌĞƐ͕ ŝƌƌŝŐĂƚŝŽŶͬƐƉƌŝŶŬůĞƌ ůŝŶĞƐ͕ ƵŶĚĞƌŐƌŽƵŶĚ ƵƚŝůŝƚŝĞƐ͕ ĞƚĐ͕͘ ŵĂǇ ĞǆŝƐƚ ǁŝƚŚŝŶ ƚŚĞ ůŝŵŝƚƐ ŽĨ ĐŽŶƐƚƌƵĐƚŝŽŶ ŶŽƚ ĞǆƉůŽƌĞĚ͘ /Ĩ ĞŶĐŽƵŶƚĞƌĞĚ ǁŝƚŚŝŶ ƚŚĞ ĐŽŶƐƚƌƵĐƚŝŽŶůŝŵŝƚƐ͕ƚŚĞƐĞŝƚĞŵƐƐŚŽƵůĚďĞƌĞŵŽǀĞĚĂŶĚĚŝƐƉŽƐĞĚŽĨŽĨĨƐŝƚĞ͘dŚĞ ǀŽŝĚƐƌĞƐƵůƚŝŶŐĨƌŽŵƌĞŵŽǀĂůŽĨƚŚĞƐĞďƵƌŝĞĚŽďũĞĐƚƐƐŚŽƵůĚďĞďĂĐŬĨŝůůĞĚǁŝƚŚ ƐƵŝƚĂďůĞƐŽŝůƐƉůĂĐĞĚĂƐƌĞĐŽŵŵĞŶĚĞĚďĞůŽǁ͘
ũ͘ KŶͲƐŝƚĞƐŽŝůƐ͕ŝŶĐůƵĚŝŶŐƚŚĞƌĞŵŽǀĞĚĞǆŝƐƚŝŶŐĨŝůů͕ŵĂǇďĞƵƐĞĚĨŽƌĨŝůůŽŶĐĞƚŚĞǇ ĂƌĞĐůĞĂŶĞĚŽĨĂůůŽƌŐĂŶŝĐŵĂƚĞƌŝĂů͕ƌŽĐŬƐ͕ĚĞďƌŝƐ͕ĂŶĚŝƌƌĞĚƵĐŝďůĞŵĂƚĞƌŝĂůůĂƌŐĞƌ ƚŚĂŶϲŝŶĐŚĞƐ͘
Ŭ͘ &ŝůůĂŶĚďĂĐŬĨŝůůƉůĂĐĞĚĂďŽǀĞŽƉƚŝŵƵŵŵŽŝƐƚƵƌĞŝŶůĂǇĞƌƐǁŝƚŚĂůŽŽƐĞƚŚŝĐŬŶĞƐƐ ŶŽƚŐƌĞĂƚĞƌƚŚĂŶϲŝŶĐŚĞƐƐŚŽƵůĚďĞĐŽŵƉĂĐƚĞĚƚŽĂŵŝŶŝŵƵŵŽĨϵϬƉĞƌĐĞŶƚŽĨ ƚŚĞŵĂǆŝŵƵŵĚƌǇĚĞŶƐŝƚǇŽďƚĂŝŶĂďůĞďǇƚŚĞ^dDϭϱϱϳƚĞƐƚŵĞƚŚŽĚ͕ƵŶůĞƐƐ ŽƚŚĞƌǁŝƐĞƌĞĐŽŵŵĞŶĚĞĚŽƌƐƉĞĐŝĨŝĞĚďǇƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů ŶŐŝŶĞĞƌŽƌŚŝƐͬŚĞƌ
ƌĞƉƌĞƐĞŶƚĂƚŝǀĞ͘ ZĂŶĚŽŵ ĐŽŵƉĂĐƚŝŽŶ ƚĞƐƚƐ ďǇ
ĂƌƚŚ ^ǇƐƚĞŵƐ ĐĂŶ ĂƐƐŝƐƚ ƚŚĞ
'ƌĂĚŝŶŐ ŽŶƚƌĂĐƚŽƌ ŝŶ ĞǀĂůƵĂƚŝŶŐ ǁŚĞƚŚĞƌ ƚŚĞ 'ƌĂĚŝŶŐ ŽŶƚƌĂĐƚŽƌ ŝƐ ŵĞĞƚŝŶŐ ĐŽŵƉĂĐƚŝŽŶ ƌĞƋƵŝƌĞŵĞŶƚƐ͘,ŽǁĞǀĞƌ͕ĐŽŵƉĂĐƚŝŽŶ ƚĞƐƚƐƉĞƌƚĂŝŶŽŶůǇ ƚŽƐƉĞĐŝĨŝĐ ůŽĐĂƚŝŽŶƐ ĂŶĚ ĚŽ ŶŽƚ ŐƵĂƌĂŶƚĞĞ ƚŚĂƚ Ăůů Ĩŝůů ŚĂƐ ďĞĞŶ ĐŽŵƉĂĐƚĞĚ ƚŽ ƚŚĞ ƉƌĞƐĐƌŝďĞĚƉĞƌĐĞŶƚĂŐĞŽĨŵĂǆŝŵƵŵĚĞŶƐŝƚǇ͘/ƚŝƐƚŚĞƵůƚŝŵĂƚĞƌĞƐƉŽŶƐŝďŝůŝƚǇŽĨ ƚŚĞ'ƌĂĚŝŶŐŽŶƚƌĂĐƚŽƌƚŽĂĐŚŝĞǀĞƵŶŝĨŽƌŵĐŽŵƉĂĐƚŝŽŶŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞ ƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐƌĞƉŽƌƚĂŶĚƚŚĞŐƌĂĚŝŶŐŽƌĚŝŶĂŶĐĞ͘ ů͘ ĞĐĂƵƐĞŽĨ ƚŚĞŶĂƚƵƌĞŽĨŽůĚĞƌĂůůƵǀŝƵŵ ƐŽŝůƐĂŶĚĂůƐŽ ƚŚĞŐƌĂǀĞůůǇůĂǇĞƌƐ ƚŚĂƚ ǁĞƌĞ ĞŶĐŽƵŶƚĞƌĞĚ ĚƵƌŝŶŐ ƐƵďƐƵƌĨĂĐĞ ĞǆƉůŽƌĂƚŝŽŶ ǁŝƚŚŝŶ ƚŚĞ ĚŝĨĨĞƌĞŶƚ ƉĂƌƚƐ ƉƌŽũĞĐƚ ƐŝƚĞ͕ ƚŚĞ ŐƌĂĚŝŶŐ ĐŽŶƚƌĂĐƚŽƌ ƐŚŽƵůĚ ďĞ ĂǁĂƌĞ ƚŚĂƚ ŐƌĂǀĞůƐ ŽƌͬĂŶĚ ĐŽďďůĞƐŵĂǇďĞĞŶĐŽƵŶƚĞƌĞĚĚƵƌŝŶŐƐŝƚĞŐƌĂĚŝŶŐ͘ƉƉƌŽƉƌŝĂƚĞŵĞĂƐƵƌĞƐƐŚŽƵůĚ ďĞĐŽŶƐŝĚĞƌĞĚƉƌŝŽƌƚŽŐƌĂĚŝŶŐƚŽƉƌĞƉĂƌĞĨŽƌŵŝƚŝŐĂƚŝŽŶŽĨƚŚŝƐƉƌŽďůĞŵ͘ ŵ͘ /ŵƉŽƌƚƐŽŝůƐƵƐĞĚ;ŝĨĂŶǇͿƚŽƌĂŝƐĞƐŝƚĞŐƌĂĚĞƐŚŽƵůĚďĞĞƋƵĂůƚŽ͕ŽƌďĞƚƚĞƌƚŚĂŶ͕ ŽŶͲƐŝƚĞƐŽŝůƐŝŶƐƚƌĞŶŐƚŚ͕ĞǆƉĂŶƐŝŽŶ͕ĂŶĚĐŽŵƉƌĞƐƐŝďŝůŝƚǇĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͘/ŵƉŽƌƚ ƐŽŝůĐĂŶďĞĞǀĂůƵĂƚĞĚďƵƚǁŝůůŶŽƚďĞƉƌĞƋƵĂůŝĨŝĞĚďǇƚŚĞ'ĞŽƚĞĐŚŶŝĐĂů ŶŐŝŶĞĞƌ͘
&ŝŶĂů ĐŽŵŵĞŶƚƐ ŽŶ ƚŚĞ ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ ŽĨ ƚŚĞ ŝŵƉŽƌƚ ǁŝůů ďĞ ŐŝǀĞŶ ĂĨƚĞƌ ƚŚĞ ŵĂƚĞƌŝĂůŝƐĂƚƚŚĞƉƌŽũĞĐƚƐŝƚĞ͘
KĐƚŽďĞƌϮϰ͕ϮϬϮϰ ϭϱ WƌŽũĞĐƚEŽ͗͘ϯϬϲϴϮϴͲϬϬϭ
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Đ͘ ŽŵƉĂĐƚĞĚ ĨŝůůƐ ƐŚŽƵůĚ ďĞ ƵƚŝůŝǌĞĚ ĨŽƌ ďĂĐŬĨŝůů͘ ůĞĂŶ ƐĂŶĚ ďĂĐŬĨŝůů ƐŚŽƵůĚ ďĞ ĂǀŽŝĚĞĚ ƵŶĚĞƌ ƐƚƌƵĐƚƵƌĞƐ ďĞĐĂƵƐĞ ŝƚ ƉƌŽǀŝĚĞƐ Ă ĐŽŶĚƵŝƚ ĨŽƌ ǁĂƚĞƌ ƚŽ ŵŝŐƌĂƚĞ ƵŶĚĞƌĨŽƵŶĚĂƚŝŽŶƐ͘
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BORING LOCATION: Per Plan Bulk SPT Mod. Calif.

Note: The stratification lines shown represent the approximate boundaries between soil and/or rock types and the transitions may be gradual.

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Camarillo City CouncilJune 10, 2026

Camarillo City Council
June 10, 2026