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Sourcewell, arising out of any act or omission in the performance of this Agreement by the Supplier ŽƌŝƚƐĂŐĞŶƚƐŽƌĞŵƉůŽǇĞĞƐ͖ƚŚŝƐŝŶĚĞŵŶŝĮĐĂƟŽŶŝŶĐůƵĚĞƐŝŶũƵƌǇŽƌĚĞĂƚŚƚŽƉĞƌƐŽŶ;ƐͿŽƌƉƌŽƉĞƌƚǇ alleged to have been caused by some defect in design, conĚŝƟŽŶ͕ŽƌƉĞƌĨŽƌŵĂŶĐĞŽĨ/ŶĐůƵĚĞĚ ^ŽůƵƟŽŶƐƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚ͘^ŽƵƌĐĞǁĞůů͛ƐƌĞƐƉŽŶƐŝďŝůŝƚǇǁŝůůďĞŐŽǀĞƌŶĞĚďǇƚŚĞ^ƚĂƚĞŽĨ DŝŶŶĞƐŽƚĂ͛ƐdŽƌƚ>ŝĂďŝůŝƚǇĐƚ;DŝŶŶĞƐŽƚĂ^ƚĂƚƵƚĞƐŚĂƉƚĞƌϰϲϲͿĂŶĚŽƚŚĞƌĂƉƉůŝĐĂďůĞůĂǁ͘

18) ĂƚĂWƌĂĐƟĐĞƐ͘ Supplier and Sourcewell acknowledge Sourcewell is subject to the Minnesota 'ŽǀĞƌŶŵĞŶƚĂƚĂWƌĂĐƟĐĞƐĐƚ͕DŝŶŶĞƐŽƚĂ^ƚĂƚƵƚĞƐŚĂƉƚĞƌϭϯ͘ƐŝƚĂƉƉůŝĞƐƚŽĂůůĚĂƚĂĐƌĞĂƚĞĚĂŶĚ ŵĂŝŶƚĂŝŶĞĚŝŶƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͕^ƵƉƉůŝĞƌŵĂǇďĞƐƵďũĞĐƚƚŽƚŚĞƌĞƋƵirements of this chapter.

19) Grant of License.
a) ƵƌŝŶŐƚŚĞƚĞƌŵŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͗
i) ^ƵƉƉůŝĞƌWƌŽŵŽƟŽŶ͘ Sourcewell grants to Supplier a royalty-free, worldwide, non-exclusive ƌŝŐŚƚĂŶĚůŝĐĞŶƐĞƚŽƵƐĞƚŚĞƚƌĂĚĞŵĂƌŬ;ƐͿƉƌŽǀŝĚĞĚƚŽ^ƵƉƉůŝĞƌďǇ^ŽƵƌĐĞǁĞůůŝŶĂĚǀĞƌƟƐŝŶŐ͕ ƉƌŽŵŽƟŽŶĂůŵĂƚĞƌŝĂůƐ͕ĂŶĚŝŶĨŽƌŵĂƟŽŶĂůƐŝƚĞƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨŵĂƌŬĞƟŶŐ^ŽƵƌĐĞǁĞůů͛Ɛ Agreement with Supplier.

ii) ^ŽƵƌĐĞǁĞůůWƌŽŵŽƟŽŶ͘ Supplier grants to Sourcewell a royalty-free, worldwide, non- ĞǆĐůƵƐŝǀĞƌŝŐŚƚĂŶĚůŝĐĞŶƐĞƚŽƵƐĞ^ƵƉƉůŝĞƌ͛ƐƚƌĂĚĞŵĂƌŬƐŝŶĂĚǀĞƌƟƐŝŶŐ͕ƉƌŽŵŽƟŽŶĂů ŵĂƚĞƌŝĂůƐ͕ĂŶĚŝŶĨŽƌŵĂƟŽŶĂůƐŝƚĞƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨŵĂƌŬĞƟŶŐ^ƵƉƉůŝĞƌ͛ƐŐƌĞĞŵĞŶƚǁŝƚŚ Sourcewell.

b) >ŝŵŝƚĞĚZŝŐŚƚŽĨ^ƵďůŝĐĞŶƐĞ͘ The right and license granted herein includes a limited right of each ƉĂƌƚǇƚŽŐƌĂŶƚƐƵďůŝĐĞŶƐĞƐƚŽƚŚĞŝƌƌĞƐƉĞĐƟǀĞƐƵďƐŝĚŝĂƌŝĞƐ͕ĚŝƐƚƌŝďƵƚŽƌƐ͕ĚĞĂůĞƌƐ͕ƌĞƐĞůůĞƌƐ͕ ŵĂƌŬĞƟŶŐƌĞƉƌĞƐĞŶƚĂƟǀĞƐ͕ƉĂƌƚŶĞƌƐ͕ŽƌĂŐĞŶƚƐ;ĐŽůůĞĐƟǀĞůǇ͞WĞƌŵŝƩĞĚ^ƵďůŝĐĞŶƐĞĞƐ͟ͿŝŶ ĂĚǀĞƌƟƐŝŶŐ͕ƉƌŽŵŽƟŽŶĂů͕ŽƌŝŶĨŽƌŵĂƟŽŶĂůŵĂƚĞƌŝĂůƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨŵĂƌŬĞƟŶŐƚŚĞWĂƌƟĞƐ͛ ƌĞůĂƟŽŶƐŚŝƉ͘ŶǇƐƵďůŝĐĞŶƐĞŐƌĂŶƚĞĚǁŝůůďĞƐƵďũĞĐƚƚŽƚŚĞƚĞƌŵƐĂŶĚĐŽŶĚŝƟŽŶƐŽĨƚŚŝƐƌƟĐůĞ͘ Each party will be responsible for any breach of this ƐĞĐƟŽŶ ďǇĂŶǇŽĨƚŚĞŝƌƌĞƐƉĞĐƟǀĞ sublicensees.

c) hƐĞ͖YƵĂůŝƚǇŽŶƚƌŽů͘
i) EĞŝƚŚĞƌƉĂƌƚǇŵĂǇĂůƚĞƌƚŚĞŽƚŚĞƌƉĂƌƚǇ͛ƐƚƌĂĚĞŵĂƌŬƐĨƌŽŵƚŚĞĨŽƌŵƉƌŽǀŝĚĞĚĂŶĚŵƵƐƚ ĐŽŵƉůǇǁŝƚŚƌĞŵŽǀĂůƌĞƋƵĞƐƚƐĂƐƚŽƐƉĞĐŝĮĐƵƐĞƐŽĨŝƚƐƚƌĂĚĞŵĂƌŬƐŽƌůŽŐŽƐ.

ii)
ĂĐŚƉĂƌƚǇĂŐƌĞĞƐƚŽƵƐĞ͕ĂŶĚƚŽĐĂƵƐĞŝƚƐWĞƌŵŝƩĞĚ^ƵďůŝĐĞŶƐĞĞƐƚŽƵƐĞ͕ƚŚĞŽƚŚĞƌƉĂƌƚǇ͛Ɛ ƚƌĂĚĞŵĂƌŬƐŽŶůǇŝŶŐŽŽĚĨĂŝƚŚĂŶĚŝŶĂĚŝŐŶŝĮĞĚŵĂŶŶĞƌĐŽŶƐŝƐƚĞŶƚǁŝƚŚƐƵĐŚƉĂƌƚǇ͛ƐƵƐĞŽĨ ƚŚĞƚƌĂĚĞŵĂƌŬƐ͘
ĂĐŚƉĂƌƚǇŵĂǇŵĂŬĞǁƌŝƩĞŶŶŽƟĐĞƚŽƚŚĞŽƚŚĞƌƌĞŐĂƌĚŝŶg misuse under ƚŚŝƐƐĞĐƟŽŶ͘dŚĞŽīĞŶĚŝŶŐƉĂƌƚǇǁŝůůŚĂǀĞϯϬĚĂǇƐŽĨƚŚĞĚĂƚĞŽĨƚŚĞǁƌŝƩĞŶŶŽƟĐĞƚŽĐƵƌĞ the issue or the license/sublicense will be terminated.

d) dĞƌŵŝŶĂƟŽŶ͘ hƉŽŶƚŚĞƚĞƌŵŝŶĂƟŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚĨŽƌĂŶǇƌĞĂƐŽŶ͕ĞĂĐŚƉĂƌƚǇ͕ŝŶĐůƵĚŝŶŐ WĞƌŵŝƩĞĚ^ƵďůŝĐĞŶƐĞĞƐ͕ǁŝůůŚĂǀĞϯϬĚĂǇƐƚŽƌĞŵŽǀĞĂůůdƌĂĚĞŵĂƌŬƐĨƌŽŵƐŝŐŶĂŐĞ͕ǁĞďƐŝƚĞƐ͕ĂŶĚ ƚŚĞůŝŬĞďĞĂƌŝŶŐƚŚĞŽƚŚĞƌƉĂƌƚǇ͛ƐŶĂŵĞŽƌůŽŐŽ;ĞǆĐĞƉƟŶŐ^ŽƵƌĐĞǁĞůů͛ƐƉƌĞ-printed catalog of ƐƵƉƉůŝĞƌƐǁŚŝĐŚŵĂǇďĞƵƐĞĚƵŶƟůƚŚĞŶĞǆƚƉƌŝŶƟŶŐͿ͘^ƵƉƉůŝĞƌŵƵƐƚƌĞƚƵƌŶĂůůŵĂƌŬĞƟŶŐĂŶĚ ƉƌŽŵŽƟŽŶĂůŵĂƚĞƌŝĂůƐ͕ŝŶĐůƵĚŝŶŐƐŝŐŶĂŐĞ͕ƉƌŽǀŝĚĞĚďǇ^ŽƵƌĐĞǁĞůů͕ŽƌĚŝƐƉŽƐĞŽĨŝƚĂĐĐŽƌĚŝŶŐƚŽ ^ŽƵƌĐĞǁĞůů͛ƐǁƌŝƩĞŶĚŝƌĞĐƟŽŶƐ͘

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20) sĞŶƵĞĂŶĚ'ŽǀĞƌŶŝŶŐůĂǁďĞƚǁĞĞŶ^ŽƵƌĐĞǁĞůůĂŶĚ^ƵƉƉůŝĞƌKŶůǇ͘ dŚĞƐƵďƐƚĂŶƟǀĞĂŶĚƉƌŽĐĞĚƵƌĂů laws of the State of Minnesota will govern this Agreement between Sourcewell and Supplier. Venue for all legal proceedings arising out of this Agreement between Sourcewell and Supplier will be in ĐŽƵƌƚŽĨĐŽŵƉĞƚĞŶƚũƵƌŝƐĚŝĐƟŽŶǁŝƚŚŝŶƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂ͘dŚŝƐƐĞĐƟŽŶĚŽĞƐŶŽƚĂƉƉůǇƚŽĂŶǇ ĚŝƐƉƵƚĞďĞƚǁĞĞŶ^ƵƉƉůŝĞƌĂŶĚWĂƌƟĐŝƉĂƟŶŐ
ŶƟƚǇ͘dŚŝƐŐƌĞĞŵĞŶƚƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚĨŽƌ^ƵƉƉůŝĞƌĂŶĚ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚǇƚŽŶĞŐŽƟĂƚĞƚŚŝƐƚĞƌŵƚŽǁŝƚŚŝŶĂŶǇƚƌĂŶƐĂĐƟŽŶĚŽĐƵŵĞŶƚƐ.

21) Severability. /ĨĂŶǇƉƌŽǀŝƐŝŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚŝƐĨŽƵŶĚďǇĂĐŽƵƌƚŽĨĐŽŵƉĞƚĞŶƚũƵƌŝƐĚŝĐƟŽŶƚŽďĞ ŝůůĞŐĂů͕ƵŶĞŶĨŽƌĐĞĂďůĞ͕ŽƌǀŽŝĚƚŚĞŶďŽƚŚƉĂƌƟĞƐǁŝůůďĞƌĞůŝĞǀĞĚĨƌŽŵĂůůŽďůŝŐĂƟŽŶƐĂƌŝƐŝŶŐĨƌŽŵƚŚĂƚ provision. If the remainder of this Agreement is capable of beŝŶŐƉĞƌĨŽƌŵĞĚ͕ŝƚǁŝůůŶŽƚďĞĂīĞĐƚĞĚ ďǇƐƵĐŚĚĞƚĞƌŵŝŶĂƟŽŶŽƌĮŶĚŝŶŐĂŶĚŵƵƐƚďĞĨƵůůǇƉĞƌĨŽƌŵĞĚ͘

22) /ŶƐƵƌĂŶĐĞŽǀĞƌĂŐĞ͘ At its own expense, Supplier must maintain valid insurance policy(ies) during the performance of this Agreement with insurance company(ies) licensed or authorized to do ďƵƐŝŶĞƐƐŝŶƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂŚĂǀŝŶŐĂŶ͞D
^d͟ƌĂƟŶŐŽĨ- ŽƌďĞƩĞƌ͕ǁŝƚŚĐŽverage and
ůŝŵŝƚƐŽĨŝŶƐƵƌĂŶĐĞŶŽƚůĞƐƐƚŚĂŶƚŚĞĨŽůůŽǁŝŶŐ͗

a) Commercial General Liability Insurance. ^ƵƉƉůŝĞƌǁŝůůŵĂŝŶƚĂŝŶŝŶƐƵƌĂŶĐĞĐŽǀĞƌŝŶŐŝƚƐŽƉĞƌĂƟŽŶƐ͕ with coverage on an occurrence basis, and must be subject to terms no less broad than the /ŶƐƵƌĂŶĐĞ^ĞƌǀŝĐĞƐKĸĐĞ;͞/^K͟ͿŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚǇ&Žƌŵ'ϬϬϬϭ;ϮϬϬϭŽƌŶĞǁĞƌ ĞĚŝƟŽŶͿ͕ŽƌĞƋƵŝvalent. At a minimum, coverage must include liability arising from premises, ŽƉĞƌĂƟŽŶƐ͕ďŽĚŝůǇŝŶũƵƌǇĂŶĚƉƌŽƉĞƌƚǇĚĂŵĂŐĞ͕ŝŶĚĞƉĞŶĚĞŶƚĐŽŶƚƌĂĐƚŽƌƐ͕ƉƌŽĚƵĐƚƐ-completed ŽƉĞƌĂƟŽŶƐŝŶĐůƵĚŝŶŐĐŽŶƐƚƌƵĐƟŽŶĚĞĨĞĐƚ͕ĐŽŶƚƌĂĐtual liability, blanket contractual liability, and ƉĞƌƐŽŶĂůŝŶũƵƌǇĂŶĚĂĚǀĞƌƟƐŝŶŐŝŶũƵƌǇ͘ůůƌĞƋƵŝƌĞĚůŝŵŝƚƐ͕ƚĞƌŵƐĂŶĚĐŽŶĚŝƟŽŶƐŽĨĐŽǀĞƌĂŐĞŵƵƐƚ be maintained during the term of this Agreement.
x Ψϭ͕ϱϬϬ͕ϬϬϬĞĂĐŚŽĐĐƵƌƌĞŶĐĞŽĚŝůǇ/ŶũƵƌǇĂŶĚWƌŽƉĞƌƚǇĂŵĂŐĞ x Ψϭ͕ϱϬϬ͕ϬϬϬWĞƌƐŽŶĂůĂŶĚĚǀĞƌƟƐŝŶŐ/ŶũƵƌǇ
x ΨϮ͕ϬϬϬ͕ϬϬϬĂŐŐƌĞŐĂƚĞĨŽƌƉƌŽĚƵĐƚƐůŝĂďŝůŝƚǇ-ĐŽŵƉůĞƚĞĚŽƉĞƌĂƟŽŶƐ x ΨϮ͕ϬϬϬ͕ϬϬϬŐĞŶĞƌĂůĂŐŐƌĞŐĂƚĞ

b) ĞƌƟĮĐĂƚĞƐŽĨ/ŶƐƵƌĂŶĐĞ͘ WƌŝŽƌƚŽĞǆĞĐƵƟŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͕^ƵƉƉůŝĞƌŵƵƐƚĨƵƌŶŝƐŚƚŽ ^ŽƵƌĐĞǁĞůůĂĐĞƌƟĮĐĂƚĞŽĨŝŶƐƵƌĂŶĐĞ͕ĂƐĞǀŝĚĞŶĐĞŽĨƚŚĞŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞĚƵŶĚĞƌƚŚŝƐ ŐƌĞĞŵĞŶƚ͘WƌŝŽƌƚŽĞǆƉŝƌĂƟŽŶŽĨƚŚĞƉŽůŝĐǇ;ŝĞƐͿ͕ƌĞŶĞǁĂůĐĞƌƟĮĐĂƚĞƐŵƵƐƚďĞŵĂŝůĞĚƚŽ Sourcewell, 202 12th Street Northeast, P .O. Box 219, Staples, MN 56479 or provided to in an ĂůƚĞƌŶĂƟǀĞŵĂŶŶĞƌĂƐĚŝƌĞĐƚĞĚďǇ^ŽƵƌĐĞǁĞůů͘dŚĞĐĞƌƟĮĐĂƚĞƐŵƵƐƚďĞƐŝŐŶĞĚďǇĂƉĞƌƐŽŶ authorized by the insurer(s) to bind coverage on their behalf. Failure of Supplier to maintain the ƌĞƋƵŝƌĞĚŝŶƐƵƌĂŶĐĞĂŶĚĚŽĐƵŵĞŶƚĂƟŽŶŵĂǇĐŽŶƐƟƚƵƚĞĂŵĂƚĞƌŝĂůďƌĞĂĐŚ͘

c) ĚĚŝƟŽŶĂů/ŶƐƵƌĞĚ
ŶĚŽƌƐĞŵĞŶƚĂŶĚWƌŝŵĂƌǇĂŶĚEŽŶ-contributory Insurance Clause. Supplier ĂŐƌĞĞƐƚŽůŝƐƚ^ŽƵƌĐĞǁĞůů͕ŝŶĐůƵĚŝŶŐŝƚƐŽĸĐĞƌƐ͕ĂŐĞŶƚƐ͕ĂŶĚĞŵƉůŽǇĞĞƐ͕ĂƐĂŶĂĚĚŝƟŽŶĂůŝŶƐƵƌĞĚ ƵŶĚĞƌƚŚĞ^ƵƉƉůŝĞƌ͛ƐĐŽŵŵĞƌĐŝĂůŐĞŶĞƌĂůůŝĂďŝůŝƚǇŝŶƐƵƌĂŶĐĞƉŽůŝĐǇǁŝƚŚƌĞƐƉĞĐƚƚŽůŝĂďŝůŝƚǇĂƌŝƐŝŶŐ ŽƵƚŽĨĂĐƟǀŝƟĞƐ͕͞ŽƉĞƌĂƟŽŶƐ͕͟Žƌ͞ǁŽƌŬ͟ƉĞƌformed by or on behalf of Supplier, and products ĂŶĚĐŽŵƉůĞƚĞĚŽƉĞƌĂƟŽŶƐŽĨ^ƵƉƉůŝĞƌ ͘dŚĞƉŽůŝĐǇƉƌŽǀŝƐŝŽŶ;ƐͿŽƌĞŶĚŽƌƐĞŵĞŶƚ;ƐͿŵƵƐƚĨƵƌƚŚĞƌ provide that coverage is primary and not excess over or contributory with any other valid, ĂƉƉůŝĐĂďůĞ͕ĂŶĚĐŽůůĞĐƟďůĞŝŶƐƵƌĂŶĐĞŽƌƐĞůĨ-ŝŶƐƵƌĂŶĐĞŝŶĨŽƌĐĞĨŽƌƚŚĞĂĚĚŝƟŽŶĂůŝŶƐƵƌĞĚƐ͘

d) tĂŝǀĞƌŽĨ^ƵďƌŽŐĂƟŽŶ͘ ^ƵƉƉůŝĞƌǁĂŝǀĞƐĂŶĚŵƵƐƚƌĞƋƵŝƌĞ;ďǇĞŶĚŽƌƐĞŵĞŶƚŽƌŽƚŚĞƌǁŝƐĞͿĂůůŝƚƐ ŝŶƐƵƌĞƌƐƚŽǁĂŝǀĞƐƵďƌŽŐĂƟŽŶƌŝŐŚƚƐĂŐĂŝŶƐƚ^ŽƵƌĐĞǁĞůůĂŶĚŽƚŚĞƌĂĚĚŝƟŽŶĂůŝŶƐƵƌĞĚƐĨŽƌůŽƐƐĞƐ

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ƉĂŝĚƵŶĚĞƌƚŚĞŝŶƐƵƌĂŶĐĞƉŽůŝĐŝĞƐƌĞƋƵŝƌĞĚďǇƚŚŝƐŐƌĞĞŵĞŶƚŽƌŽƚŚĞƌŝŶƐƵƌĂŶĐĞĂƉƉůŝĐĂďůĞƚŽ ƚŚĞ^ƵƉƉůŝĞƌŽƌŝƚƐƐƵďĐŽŶƚƌĂĐƚŽƌƐ͘dŚĞǁĂŝǀĞƌŵƵƐƚĂƉƉůǇƚŽĂůůĚĞĚƵĐƟďůĞƐĂŶĚͬŽƌƐĞůĨ-insured ƌĞƚĞŶƟŽŶƐĂƉƉůŝĐĂďůĞƚŽƚŚĞƌĞƋƵŝƌĞĚŽƌĂŶǇŽƚŚĞƌŝŶƐƵƌĂŶĐĞŵĂŝŶtained by the Supplier or its ƐƵďĐŽŶƚƌĂĐƚŽƌƐ͘tŚĞƌĞƉĞƌŵŝƩĞĚďǇůĂǁ͕^ƵƉƉůŝĞƌŵƵƐƚƌĞƋƵŝƌĞƐŝŵŝůĂƌǁƌŝƩĞŶĞǆƉƌĞƐƐǁĂŝǀĞƌƐ ŽĨƐƵďƌŽŐĂƟŽŶĂŶĚŝŶƐƵƌĂŶĐĞĐůĂƵƐĞƐĨƌŽŵĞĂĐŚŽĨŝƚƐƐƵďĐŽŶƚƌĂĐƚŽƌƐ͘

e) Umbrella/Excess Liability/SELF-INSURED RETENTION. dŚĞůŝŵŝƚƐƌĞƋƵŝƌĞĚďǇƚŚŝƐAgreement can ďĞŵĞƚďǇĞŝƚŚĞƌƉƌŽǀŝĚŝŶŐĂƉƌŝŵĂƌǇƉŽůŝĐǇŽƌŝŶĐŽŵďŝŶĂƟŽŶǁŝƚŚƵŵďƌĞůůĂͬĞǆĐĞƐƐůŝĂďŝůŝƚǇ policy(ies), or self-ŝŶƐƵƌĞĚƌĞƚĞŶƟŽŶ͘

23) dĞƌŵŝŶĂƟŽŶĨŽƌŽŶǀĞŶŝĞŶĐĞ͘ Sourcewell or Supplier may terminate this Agreement upon 60 ĐĂůĞŶĚĂƌĚĂǇƐΖǁƌŝƩĞŶŶŽƟĐĞƚŽƚŚĞŽƚŚĞƌWĂƌƚǇ͘dĞƌŵŝŶĂƟŽŶƉƵƌƐƵĂŶƚƚŽƚŚŝƐƐĞĐƟŽŶǁŝůůŶŽƚƌĞůŝĞǀĞ ƚŚĞ^ƵƉƉůŝĞƌ͛ƐŽďůŝŐĂƟŽŶƐƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚĨŽƌany ƚƌĂŶƐĂĐƟŽŶƐĞŶƚĞƌĞĚǁŝƚŚWĂƌƟĐŝƉĂƟŶŐ

ŶƟƟĞƐƚŚƌŽƵŐŚƚŚĞĚĂƚĞŽĨƚĞƌŵŝŶĂƟŽŶ͕ŝŶĐůƵĚŝŶŐƌĞƉŽƌƟŶŐĂŶĚƉĂǇŵĞŶƚŽĨĂƉƉůŝĐĂďůĞ ĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƐ͘

24) dĞƌŵŝŶĂƟŽŶĨŽƌĂƵƐĞ͘ ^ŽƵƌĐĞǁĞůůŵĂǇƚĞƌŵŝŶĂƚĞƚŚŝƐŐƌĞĞŵĞŶƚƵƉŽŶƉƌŽǀŝĚŝŶŐǁƌŝƩĞŶŶŽƟĐĞŽĨ ŵĂƚĞƌŝĂůďƌĞĂĐŚƚŽ^ƵƉƉůŝĞƌ ͘EŽƟĐĞŵƵƐƚĚĞƐĐƌŝďĞƚŚĞďƌĞĂĐŚŝŶƌĞĂƐŽŶĂďůĞĚĞƚĂŝůĂŶĚƐƚĂƚĞƚŚĞ ŝŶƚĞŶƚƚŽƚĞƌŵŝŶĂƚĞƚŚĞŐƌĞĞŵĞŶƚ͘hƉŽŶƌĞĐĞŝƉƚŽĨEŽƟĐĞ͕ƚŚĞ^ƵƉƉůŝĞƌǁŝůůŚĂǀĞϯϬĐalendar days ŝŶǁŚŝĐŚŝƚŵƵƐƚĐƵƌĞƚŚĞďƌĞĂĐŚ͘d ĞƌŵŝŶĂƟŽŶƉƵƌƐƵĂŶƚƚŽƚŚŝƐƐĞĐƟŽŶǁŝůůŶŽƚƌĞůŝĞǀĞƚŚĞ^ƵƉƉůŝĞƌ͛Ɛ ŽďůŝŐĂƟŽŶƐƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚĨŽƌany ƚƌĂŶƐĂĐƟŽŶƐĞŶƚĞƌĞĚǁŝƚŚWĂƌƟĐŝƉĂƟŶŐ ŶƟƟĞƐƚŚƌŽƵŐŚƚŚĞ
ĚĂƚĞŽĨƚĞƌŵŝŶĂƟŽŶ͕ŝŶĐůƵĚŝŶŐƌĞƉŽƌƟŶŐĂŶĚƉĂǇŵĞŶƚŽĨĂƉƉůŝĐĂďůĞĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƐ͘

ƌƟĐůĞϯ͗
^ƵƉƉůŝĞƌKďůŝŐĂƟŽŶƐƚŽWĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐ

dŚĞd ĞƌŵƐŝŶƚŚŝƐƌƟĐůĞϯƌĞůĂƚĞƐƉĞĐŝĮĐĂůůǇƚŽ^ƵƉƉůŝĞƌĂŶĚĂWĂƌƟĐŝƉĂƟŶŐ ŶƟƚǇǁŚĞŶĞŶƚĞƌŝŶŐ
ƚƌĂŶƐĂĐƟŽŶƐƵƟůŝǌŝŶŐƚŚĞ'ĞŶĞƌĂůd ĞƌŵƐĞƐƚĂďůŝƐŚĞĚŝŶƚŚŝƐDĂƐƚĞƌŐƌĞĞŵĞŶƚ͘ƌƟĐůĞϭ'ĞŶĞƌĂůdĞƌŵƐ ĐŽŶƚƌŽůŽǀĞƌĂŶǇĐŽŶŇŝĐƚǁŝƚŚƚŚŝƐƌƟĐůĞ ϯ͘tŚĞƌĞƚŚŝƐDĂƐƚĞƌŐƌĞĞŵĞŶƚŝƐƐŝůĞŶƚŽŶĂŶǇƐƵďũĞĐƚ͕ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚǇĂŶĚ^ƵƉƉůŝĞƌƌĞƚĂŝŶƚŚĞĂďŝůŝƚǇƚŽŶĞŐŽƟĂƚĞŵƵƚƵĂůůǇĂĐĐĞƉƚĂďůĞƚĞƌŵƐ.

1) YƵŽƚĞƐƚŽWĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐ͘ ^ƵƉƉůŝĞƌƐĂƌĞĞŶĐŽƵƌĂŐĞĚƚŽƉƌŽǀŝĚĞĂůůƉƌŝĐŝŶŐŝŶĨŽƌŵĂƟŽŶ ƌĞŐĂƌĚŝŶŐƚŚĞƚŽƚĂůĐŽƐƚŽĨĂĐƋƵŝƐŝƟŽŶǁŚĞŶƋƵŽƟŶŐƚŽĂWĂƌƟĐŝƉĂƟŶŐ ŶƟƚǇ͘^ƵƉƉůŝĞƌƐĂŶĚ
WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐĂƌĞĞŶĐŽƵƌĂŐĞĚƚŽŝŶĐůƵĚĞĂůůĐŽƐƚƐƉĞĐŝĮĐĂůůǇĂƐƐŽĐŝĂƚĞĚǁŝƚŚŽƌŝŶĐůƵĚĞĚǁŝthin ƚŚĞ^ƵƉƉůŝĞƌƐƉƌŽƉŽƐĂůĂŶĚ/ŶĐůƵĚĞĚ^ŽůƵƟŽŶƐ ǁŝƚŚŝŶƚƌĂŶƐĂĐƟŽŶĚŽĐƵŵĞŶƚƐ.

2) ^ŚŝƉƉŝŶŐ͕ĞůŝǀĞƌǇ͕ĐĐĞƉƚĂŶĐĞ͕ZĞũĞĐƟŽŶ͕ĂŶĚtĂƌƌĂŶƚǇ͘ ^ƵƉƉůŝĞƌ͛ƐƉƌŽƉŽƐĂůŵĂǇŝŶĐůƵĚĞƉƌŽƉŽƐĞĚ ƚĞƌŵƐƌĞůĂƟŶŐƚŽƐŚŝƉƉŝŶŐ͕ĚĞůŝǀĞƌǇ͕ŝŶƐƉĞĐƟŽŶ͕ĂŶĚĂĐĐĞƉƚĂŶĐĞͬƌĞũĞĐƟŽŶ and other relevant terms ŽĨƚĞŶĚĞƌĞĚ^ŽůƵƟŽŶƐ͘^ƵƉƉůŝĞƌĂŶĚWĂƌƟĐŝƉĂƟŶŐ
ŶƟƚǇŵĂǇŶĞŐŽƟĂƚĞĮŶĂůƚĞƌŵƐĂƉƉƌŽƉƌŝĂƚĞĨŽƌƚŚĞ
ƐƉĞĐŝĮĐƚƌĂŶƐĂĐƟŽŶƌĞůĂƟŶŐƚŽnon-ĂƉƉƌŽƉƌŝĂƟŽŶ͕ƐŚŝƉƉŝŶŐ͕ĚĞůŝǀĞƌǇ͕ŝŶƐƉĞĐƟŽŶ͕ ĂĐĐĞƉƚĂŶĐĞͬƌĞũĞĐƟŽŶŽĨƚĞŶĚĞƌĞĚ ^ŽůƵƟŽŶƐ͕ĂŶĚǁĂƌƌĂŶƚǇĐŽǀĞƌĂŐĞĨŽƌ/ŶĐůƵĚĞĚ^ŽůƵƟŽŶƐ͘^ƵĐŚ terms may include, but are not lŝŵŝƚĞĚƚŽ͕ĐŽƐƚƐ͕ƌŝƐŬŽĨůŽƐƐ͕ƉƌŽƉĞƌƉĂĐŬĂŐŝŶŐ͕ŝŶƐƉĞĐƟŽŶƌŝŐŚƚƐĂŶĚ ƟŵĞůŝŶĞƐ͕ĂĐĐĞƉƚĂŶĐĞŽƌƌĞũĞĐƟŽŶƉƌŽĐĞĚƵƌĞƐ͕ĂŶĚƌĞŵĞĚŝĞƐĂƐŵƵƚƵĂůůǇĂŐƌĞĞĚŝŶĐůƵĚĞŶŽƟĐĞ ƌĞƋƵŝƌĞŵĞŶƚƐ͕ƌĞƉůĂĐĞŵĞŶƚ͕ƌĞƚƵƌŶŽƌĞǆĐŚĂŶŐĞƉƌŽĐĞĚƵƌĞƐ͕ĂŶĚĂƐƐŽĐŝĂƚĞĚĐŽƐƚƐ͘

3) Applicable Taxes. WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚǇŝƐƌĞƐƉŽŶƐŝďůĞĨŽƌŶŽƟĨǇŝŶŐƐƵƉƉůŝĞƌŽĨŝƚƐƚĂǆ-exempt status and for providing Supplier with any valid tax-ĞǆĞŵƉƟŽŶĐĞƌƟĮĐĂƟŽŶ;ƐͿŽƌƌĞůĂƚĞĚĚŽĐƵŵĞŶƚĂƟŽŶ͘

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4) KƌĚĞƌŝŶŐWƌŽĐĞƐƐĂŶĚWĂǇŵĞŶƚ͘ ^ƵƉƉůŝĞƌ͛ƐŽƌĚĞƌŝŶŐƉƌŽĐĞƐƐĂŶĚĂĐĐĞƉƚĂďůĞĨŽƌŵƐŽĨƉĂǇŵĞŶƚĂƌĞ ŝŶĐůƵĚĞĚǁŝƚŚŝŶŝƚƐWƌŽƉŽƐĂů͘WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐǁŝůůďĞƐŽůĞůǇƌĞƐƉŽŶƐŝďůĞĨŽƌƉĂǇŵĞŶƚƚŽ^ƵƉƉůŝĞƌ ĂŶĚ^ŽƵƌĐĞǁĞůůǁŝůůŚĂǀĞŶŽůŝĂďŝůŝƚǇĨŽƌĂŶǇƵŶƉĂŝĚŝŶǀŽŝĐĞŽĨĂŶǇWĂƌƟĐŝƉĂƟŶŐ ŶƟƚy.

5) dƌĂŶƐĂĐƟŽŶŽĐƵŵĞŶƚƐ͘ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚǇŵĂǇƌĞƋƵŝƌĞƚŚĞƵƐĞŽĨŝƚƐŽǁŶĨŽƌŵƐƚŽĐŽŵƉůĞƚĞ
ƚƌĂŶƐĂĐƟŽŶƐĚŝƌĞĐƚůǇǁŝƚŚ^ƵƉƉůŝĞƌƵƟůŝǌŝŶŐƚŚĞƚĞƌŵƐĞƐƚĂďůŝƐŚĞĚŝŶƚŚŝƐŐƌĞĞŵĞŶƚ͘^ƵƉƉůŝĞƌ͛Ɛ ƐƚĂŶĚĂƌĚĨŽƌŵĂŐƌĞĞŵĞŶƚƐŵĂǇďĞŽīĞƌĞĚĂƐƉĂƌƚŽĨŝƚƐWƌŽƉŽƐĂů͘^ƵƉƉůŝĞƌĂŶĚWĂƌƟĐŝƉĂƟŶŐ ŶƟƚǇ
ŵĂǇĐŽŵƉůĞƚĞĂŶĚĚŽĐƵŵĞŶƚƚƌĂŶƐĂĐƟŽŶƐƵƟůŝǌŝŶŐĂŶǇƚǇƉĞŽĨƚƌĂŶƐĂĐƟŽŶĚŽĐƵŵĞŶƚƐĂƐŵƵƚƵĂůůǇ ĂŐƌĞĞĚ͘/ŶĂŶǇƚƌĂŶƐĂĐƟŽŶĚŽĐƵŵĞŶƚĞŶƚĞƌĞĚƵƟůŝǌŝŶŐƚŚŝƐŐƌĞĞŵĞŶƚ͕^ƵƉƉůŝĞƌĂŶĚWĂƌƟĐŝƉĂƟŶŐ

ŶƟƚǇŵƵƐƚŝŶĐůƵĚĞƐƉĞĐŝĮĐƌĞĨĞƌĞŶĐĞƚŽƚŚŝƐDĂƐƚĞƌŐƌĞĞŵĞŶƚďǇŶƵŵďĞƌĂŶĚƚŽWĂƌƟĐŝƉĂƟŶŐ

ŶƟƚǇ͛ƐƵŶŝƋƵĞ^ŽƵƌĐĞǁĞůůaccount number.

6) ĚĚŝƟŽŶĂůdĞƌŵƐĂŶĚŽŶĚŝƟŽŶƐ WĞƌŵŝƩĞĚ. WĂƌƟĐŝƉĂƟŶŐ ŶƟƚǇĂŶĚ^ƵƉƉůŝĞƌŵĂǇŶĞŐŽƟĂƚĞĂŶĚ
ŝŶĐůƵĚĞĂĚĚŝƟŽŶĂůƚĞƌŵƐĂŶĚĐŽŶĚŝƟŽŶƐǁŝƚŚŝŶƚƌĂŶƐĂĐƟŽŶĚŽĐƵŵĞŶƚĂƟŽŶĂƐŵƵƚƵĂůůǇĂŐƌĞĞĚ͘^ƵĐŚ terms may supplant or supersede this Master Agreement when necessary and as solely determined ďǇWĂƌƟĐŝƉĂƟŶŐ
ŶƟƚǇ͘^ŽƵƌĐĞǁĞůůŚĂƐĞǆƉƌĞƐƐůǇƌĞƐĞƌǀĞĚƚŚĞƌŝŐŚƚĨŽƌ^ƵƉƉůŝĞƌĂŶĚWĂƌƟĐŝƉĂƟŶŐ

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7) ^ƵďƐĞƋƵĞŶƚŐƌĞĞŵĞŶƚƐĂŶĚ^ƵƌǀŝǀĂů͘ ^ƵƉƉůŝĞƌĂŶĚWĂƌƟĐŝƉĂƟŶŐ ŶƟƚǇŵĂǇĞŶƚĞƌŝŶƚŽĂƐĞƉĂƌĂƚĞ
agreement to facilitate long-ƚĞƌŵƉĞƌĨŽƌŵĂŶĐĞŽďůŝŐĂƟŽŶƐƵƟůŝǌŝŶŐƚŚĞƚĞƌŵƐŽĨƚŚŝƐDĂƐƚĞƌ Agreement as mutually agreed. Such agreements may provide for a performance period extending beyond the full term of this Master Agreement ĂƐĚĞƚĞƌŵŝŶĞĚŝŶƚŚĞĚŝƐĐƌĞƟŽŶŽĨWĂƌƟĐŝƉĂƟŶŐ

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Sourcewell Black Box Safety, Inc.

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City Council
Communication
Meeting Date: 7/16/2025
Item #: VII.29
File #: 0400-04-12-1
Item ID: 2025-424

Title: Westbrook Boulevard Segment 5 - Notice of Completion Contact: Troy Galvin 916-774-5441 [email protected]

SUMMARY
Staff recommends approval of the Notice of Completion for the Westbrook Boulevard Segment 5 project.

This action has no impact on the City's General Fund. Construction costs were paid by the developer.

RECOMMENDATION
Staff recommends that the City Council adopt the attached resolution accepting Westbrook Boulevard Segment 5, CWJ 190681, as complete and authorizing the City Engineer to execute the Notice of Completion.

BACKGROUND
The Engineering Division has made a final inspection of the above project and has found the roadway infrastructure work complete in accordance with the improvement plans and City Specifications.

FISCAL IMPACT
The actions requested as part of this action have no impact to the City's General Fund. Construction costs were paid by the developer.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) only applies to projects which have the potential to cause a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. (CEQA Guidelines §15061(b)(3)).

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth

Respectfully Submitted,
Troy Galvin, Construction Inspector

Mike Isom, Development Services Director

ATTACHMENTS:

1. Resolution 25-238

2. Notice of Completion

3. Exhibit A Location Map

4. Final Map

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REVIEWERS:

Troy Galvin, Development Services Department - Engineering Division Created/Initiated - 6/25/2025 Marc Stout, Development Services Department - Engineering Division Approved - 6/26/2025 Mike Isom, City Clerk Department Approved - 6/26/2025
Greg Bitter, Development Services Department Approved - 6/26/2025 Gretchen Hakala, City Attorney Department Approved - 6/27/2025 Katrina Six, City Clerk Department Approved - 6/30/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/30/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/1/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/1/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/2/2025 Katrina Six, City Clerk Department Final Approval - 7/3/2025

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RESOLUTION NO. 25-238

RESOLUTION OF THE COUNCIL OF THE CITY OF ROSEVILLE ACCEPTING THE PUBLIC WORK KNOWN AS WESTBROOK BOULEVARD SEGMENT 5 PROJECT, APPROVING THE "NOTICE OF COMPLETION", AND AUTHORIZING AND DIRECTING THE CITY

ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,

THEREFORE, AND ACCEPTING A PORTION OF THE DEDICATIONS OFFERED ON THE RECORDED MAP OF THE SUBDIVISION.

BE IT RESOLVED by the Council of the City of Roseville as follows:

1. The "Notice of Completion" on file in the City Clerk's Department relative to that public work known as the Westbrook Boulevard Segment 5 is hereby approved and the public work accepted.

2. A portion of the right-of-way and easements offered for dedication on the final map of Amoruso Ranch Phase 1 – Subphase A1 In-Tract recorded in Book GG of Maps, Page 63, in the office of the recorder of Placer County, is hereby accepted by the City in part as said dedications relates to the improvement plan set known as Westbrook Boulevard Segment 5

3. The City Engineer is hereby authorized and directed to execute said Notice on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville, this day of , 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

CITY CLERK

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RECORDING REQUESTED BY AND WHEN
RECORDED MAIL TO:

CITY
CLERK

CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
Exempt
from recording fees
Pursuant to Gov’t Code §27383
NO

TICE OF COMPLETION
N
OTICE IS HEREBY GIVEN that the public work of improvement known as the Project was completed and
accepted by the City of Roseville on . The location is situated in the City of Roseville, County of Placer, State of California and is indicated on the attached map, marked as Exhibit “A” and incorporated herein by this reference. The real property herein described is owned by the City of Roseville, 311 Vernon Street, Roseville CA 95678.

The direct/general contractor on said project was .

The surety on said project was
.
___________________________________
Cit
y of Roseville
Owner
ATTEST:
________________________________
_
Carmen Avalos, City Clerk

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State of California )
County of Placer )

I, , being first duly sworn, depose and say: I am the of the City of Roseville, a municipal corporation in the State of California, owner of the property described in the above Notice. I am duly authorized to make this verification for and on behalf of the City of Roseville. I have read the Notice of Completion and know its contents and the facts stated therein are true.

___________________________________

City of Roseville

State of California )
County of Placer )
Subscribed and sworn to (or affirmed) before
me on this _ ____
day of ,
20 ___,
proved to me on the basis of satisfactory
evidence to be the person(s) who appeared
before me.

____________________________________
Place Notary Seal and/or Stamp Above Signature of Notary Public A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

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W
ESTBRO
OK
BL
Exhibit A: Location Map
City of Roseville
Amoruso Ranch Phase 1 - Subphase A1
Backbone Westbrook Boulevard - Segment 5
Project
Location
.
0 0.250.13
Miles
BLUE

OAKS BL

WESTBROOK BL
FIDDYM
ENT
RD
Vicinity Map

AMORUSO RANCH RD

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City Council
Communication
Meeting Date: 7/16/2025
Item #: VII.30
File #: 0400-04-13-1 &
0400-07
Item ID: 2025-436

Title: Creekview Phase 5 Village 1 and Creekview Phase 5 Village 2 Subdivisions - Final Maps and Subdivision Agreement
Contact: Robert Medina 916-774-5517 [email protected]

SUMMARY
Staff recommends approval of the Creekview Phase 5 Village 1 and Creekview Phase 5 Village 2 final maps and approval of a Subdivision Agreement with Anthem United Creekview Development Limited Partnership. The Engineering Division has completed its review of the final maps and found them in compliance with the approved tentative maps. The Creekview Phase 5 Village 1 map will create 94 residential lots and the Creekview Phase 5 Village 2 map will create 52 residential lots and 2 public landscape lots. The actions requested have no fiscal impact on the City's General Fund.

RECOMMENDATION
Staff recommends that the City Council:

1. Approve the Creekview Phase 5 Village 1 final map on file with the City Clerk and accept, on behalf of the public, the public utility easements offered thereon and accept, subject to improvement, the rights of way offered thereon, and approve the abandonment of the easements as listed thereon; and

2. Approve the Creekview Phase 5 Village 2 final map on file with the City Clerk and accept, on behalf of the public, the public utility easements offered thereon and accept, subject to improvement, Lots A and B, and the rights of way offered thereon, and approve the abandonment of the easements as listed thereon; and

3. Adopt the attached resolution approving the Subdivision Agreement and authorizing the City Manager to execute the agreement on behalf of the City.

BACKGROUND
The Development Services Department, Engineering Division, has reviewed the Creekview Phase 5 Village 1 final map and found that it is in compliance with the Subdivision Map Act and the City's Subdivision Ordinance and all conditions of the tentative map have been met. This map will create 94 residential lots.

The Development Services Department, Engineering Division, has also reviewed the Creekview Phase 5 Village 2 final map and found that it is in compliance with the Subdivision Map Act and the City's Subdivision Ordinance and all conditions of the tentative map have been met. This map will create 52 residential lots and 2 public landscape lots.

Creekview Phase 5 Villages 1 and 2 are being constructed concurrently with one improvement plan set, however each Village Final Map will be approved and recorded separately. In order to ensure that all of the

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developer's improvement plan obligations are fulfilled, the improvements for both Villages will be secured under a single subdivision agreement.

FISCAL IMPACT
There is no fiscal impact to the City's General Fund associated with this approval.

ENVIRONMENTAL REVIEW
Development of the Creekview Phase 5 Village 1 and Creekview Phase 5 Village 2 projects were previously evaluated in the Creekview Specific Plan EIR (certified September 19, 2012 SCH No. 2008032017), and identified in the associated Creekview Specific Plan. Construction of the Creekview Phase 5 Village 1 and Creekview Phase 5 Village 2 projects are found to be within the scope of the project covered by the Creekview Specific Plan EIR, and are therefore exempt from CEQA pursuant to Section 15182. As discussed in the Specific Plan EIR, the EIR provides environmental analyses of community infrastructure and facilities, including residential subdivisions. Because the projects are consistent with the Creekview Specific Plan EIR and Specific Plan, no new effects would be expected to occur and all applicable mitigation measures from the Creekview Specific Plan EIR will be implemented during the design and construction of Creekview Phase 5 Village 1 and Creekview Phase 5 Village 2. Because the proposed projects meet the requirements identified in the State CEQA Guidelines Section 15183, no additional CEQA review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth

Respectfully Submitted,
Robert Medina, Assistant Engineer

Mike Isom, Development Services Director

ATTACHMENTS:

1. Vicinity Map

2. Final Map

3. Resolution 25-231

4. Subdivision Agreement

REVIEWERS:

Robert Medina, Development Services Department - Engineering Division Created/Initiated - 6/25/2025 Marc Stout, Development Services Department - Engineering Division Approved - 6/26/2025 Mike Isom, City Clerk Department Approved - 6/26/2025
Greg Bitter, Development Services Department Approved - 6/26/2025 Gretchen Hakala, City Attorney Department Approved - 6/26/2025 Katrina Six, City Clerk Department Approved - 6/27/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/30/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/1/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/1/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/1/2025

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Katrina Six, City Clerk Department Final Approval - 7/2/2025

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VICINITY MAP
CREEKVIEW PHASE 5 VILLAGE 1
CityofRoseville
Placer County
OaksBlvd.BlueFiddyment RoadPleasant Grove

CITY LIMITS (TYP)
WoodcreekWest RosevilleSpecific PlanArea
Santucci Blvd.

Oaks
(future)Westbrook Blvd.

SITE
Blvd.

Blvd.

Baseline Road

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VICINITY MAP
CREEKVIEW PHASE 5 VILLAGE 2
CityofRoseville
Placer County
OaksBlvd.BlueFiddyment RoadPleasant Grove

CITY LIMITS (TYP)
WoodcreekWest RosevilleSpecific PlanArea
Santucci Blvd.

Oaks
(future)Westbrook Blvd.

SITE
Blvd.

Blvd.

Baseline Road

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BOOK OF MAPS, PAGE
THE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANY RECORD TITLEINTEREST IN THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION SHOWN UPON THIS FINAL MAP OF"CREEKVIEW PHASE 5 VILLAGE 1" AND THEY HEREBY CONSENT TO THE PREPARATION ANDRECORDATION OF THIS FINAL MAP AND HEREBY OFFER FOR DEDICATION AND DO HEREBY DEDICATEFOR SPECIFIC PURPOSES THE FOLLOWING:THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS EASEMENTS FOR PUBLIC PURPOSES:(A)A PUBLIC EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF, BUT NOT LIMITED TOELECTROLIERS, WATER AND GAS PIPES, SEWER AND DRAINAGE PIPES, AND FOR UNDERGROUNDWIRE AND CONDUITS FOR ELECTRIC, TELEPHONE AND TELEVISION SERVICES AND TRAFFICCONTROL APPURTENANCES TOGETHER WITH ANY AND ALL APPURTENANCES PERTAININGTHERETO ON, OVER, UNDER AND ACROSS THE STREETS SHOWN HEREON AS BENCHMARK DRIVE,SERENDIPITY DRIVE, SWITCHBACK STREET, SAGEBRUSH WAY, ROOTSTOCK PLACE, AND CANADAGOOSE COURT AND THOSE STRIPS OF LAND LYING CONTIGUOUS TO THE RIGHTS-OF-WAY ASSHOWN HEREON AND DESIGNATED "PUE" (PUBLIC UTILITY EASEMENT).THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES:(A)AS PUBLIC RIGHTS-OF-WAY (INCLUDING ALL IMPROVEMENTS THEREON) THE STREETS SHOWNHEREON AS BENCHMARK DRIVE, SERENDIPITY DRIVE, SWITCHBACK STREET, SAGEBRUSH WAY,ROOTSTOCK PLACE, AND CANADA GOOSE COURT.

OWNER'S STATEMENT
A WASHINGTON LIMITED PARTNERSHIPBY:ANTHEM UNITED CREEKVIEW DEVELOPMENTS LIMITED PARTNERSHIP, MACKAY & SOMPS CIVIL ENGINEERS, INC.PEDRO JARQUIN, PLS 8268EXPIRATION DATE: DECEMBER 31, 2025 THIS MAP OF "CREEKVIEW PHASE 5 VILLAGE 1" WAS PREPARED BY ME OR UNDER MY DIRECTION AND ISBASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAPACT AND LOCAL ORDINANCE AT THE REQUEST OF ANTHEM UNITED CREEKVIEW DEVELOPMENTS LIMITEDPARTNERSHIP, IN JANUARY, 2019, I HEREBY STATE THAT THE SURVEY IS TRUE AND COMPLETE ASSHOWN, THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATEDOR THAT THEY WILL BE SET IN THOSE POSITIONS BEFORE DECEMBER 31, 2027, AND THAT THEMONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THISFINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP.

SURVEYOR'S STATEMENT
BY:DATE:
, A NOTARY PUBLIC

NOTARY'S ACKNOWLEDGMENT
MY PRINCIPAL PLACE OF BUSINESS IS COUNTYMY COMMISSION EXPIRES:

COUNTY OF STATE OF CALIFORNIA WITNESS MY HAND AND OFFICIAL SEAL.

ON BEFORE ME,PERSONALLY APPEARED I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THEFOREGOING PARAGRAPH IS TRUE AND CORRECT.SIGNATUREPRINTED NAMEMY COMMISSION NUMBER:

WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S)IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEYEXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIRSIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THEPERSON(S) ACTED, EXECUTED THE INSTRUMENT.

A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITYOF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, ANDNOT THE TRUTHFULNESS, ACCURACY OR VALIDITY OF THAT DOCUMENT. , A NOTARY PUBLIC

NOTARY'S ACKNOWLEDGMENT
MY PRINCIPAL PLACE OF BUSINESS IS COUNTYMY COMMISSION EXPIRES:

COUNTY OF STATE OF CALIFORNIA WITNESS MY HAND AND OFFICIAL SEAL.

LICENSE EXPIRES: SEPTEMBER 30, 2026CITY ENGINEER, CITY OF ROSEVILLEMARC STOUT, R.C.E. 69879 DATE: BY: CITY CLERK, CITY OF ROSEVILLEASSISTANT CITY CLERK I HEREBY STATE THAT I HAVE EXAMINED THIS FINAL MAP OF "CREEKVIEW PHASE 5 VILLAGE 1" AND FINDIT TO BE SUBSTANTIALLY THE SAME AS THE TENTATIVE MAP ON FILE AND ANY APPROVED ALTERATIONSTHEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND ALL APPLICABLE CITY ORDINANCESHAVE BEEN COMPLIED WITH.

I HEREBY STATE THAT I AM SATISFIED THIS FINAL MAP OF "CREEKVIEW PHASE 5 VILLAGE 1" ISTECHNICALLY CORRECT.FOR MARC STOUT, CITY ENGINEER, CITY OF ROSEVILLEDATE:

DATE:

EXPIRES DECEMBER 31, 2025TIMOTHY G. BLAIR, PLS 8278.

CITY ENGINEER'S STATEMENT

CITY CLERK'S STATEMENT
DEPUTYDOCUMENT NO.: FEE: $ BY: STATE OF CALIFORNIARECORDER OF PLACER COUNTY RECORDER'S STATEMENTFILED THIS DAY OF , 2025, AT .M. IN BOOK OF MAPS, ATPAGE , IN THE OFFICE OF THE PLACER COUNTY RECORDER, AT THE REQUEST OF MACKAY &SOMPS CIVIL ENGINEERS, INC.

I HEREBY CERTIFY THAT THE CITY COUNCIL, CITY OF ROSEVILLE, HAS APPROVED THIS FINAL MAP OF"CREEKVIEW PHASE 5 VILLAGE 1", AND HAS ACCEPTED ON BEHALF OF THE PUBLIC, THE PUBLIC UTILITYEASEMENTS OFFERED HEREON FOR DEDICATION AND HAS ACCEPTED, SUBJECT TO IMPROVEMENT, THERIGHTS-OF-WAY OFFERED HEREON FOR DEDICATION, AND HEREBY APPROVES THE ABANDONMENT OFTHE RIGHT-OF-WAY AND EASEMENT LISTED WITHIN NOTE 5 ON SHEET 2.

FIRST AMERICAN TITLE INSURANCE COMPANY, AS TRUSTEE UNDER THAT CERTAIN CONSTRUCTION DEEDOF TRUST AND SECURITY AGREEMENT RECORDED ON JUNE 29, 2023, AS INSTRUMENT NO. 2023-0033905,ORPC AND MODIFIED BY INSTRUMENT NO. 2023-0033906 ORPC, HEREBY CONSENTS TO THE RECORDINGOF THIS MAP AND THE SUBDIVISION OF THE LANDS SHOWN HEREON.TRUSTEE'S STATEMENT 1CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 1 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FFOF MAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 918431.CV.PH5.V1JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 1 NAME:TITLE:

BY:NAME:TITLE:

Page 1331 of 1759 ends

BENCHMARK DRIVE
R=517.00'Δ=43°14'42"L=390.21'CB=N73°31'38"WCD=381.02'(1) N51°54'17"W 36.07'(1)R=517.00'Δ=61°25'45"L=554.30'CB=N21°11'24"WCD=528.13'(1)N80°28'31"W(R) 4.00'(1) N51°55'14"W 392.10'(1)
N37°30'46"E 119.57'(1)N50°14'33"W 2.58'(1)N38°04'44"E 20.90'(1) N38°04'46"E 252.02'(1)
R=1000.00'Δ=37°37'00"L=656.54'CB=N71°20'28"WCD=644.81'(1) N89°51'01"E 271.90'(1)
N00°08'59"W 973.67'(1)
N89°51'01"E 100.00'(1)N47°24'55"W(R) 22.80'(1)R=48.00' Δ=70°30'30" L=59.07' CB=N77°50'20"E CD=55.41'(1)R=36.00' Δ=28°14'33" L=17.75' CB=N81°01'42"W CD=17.57'(1)N84°51'01"E 39.12'(1) 8 1514131211109
4 765
23 1
163635
2524232221
17 1918
203130292827
34 26
3332
8284 87
7780
8685
7978
83 81
89 7588
76 73
9190
74 70727192936994
65 686766
6364
38 60
37 623961
59584142434445
57 40
46 4847
545655
51 5352 4950

BASIS OF BEARINGS

ROOTSTOCK PLACE

SAGEBRUSH WAY

SWITCHBACK STREET
N37°28'02"E(R)

SWITCHBACKSTREET

SERENDIPITYDRIVE

BOOK OF MAPS, PAGE

1.ALL CURVES ARE DIMENSIONED WITH RADIUS, DELTA, ARC LENGTH, CHORD BEARING AND CHORDLENGTH. DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF AND ARE "GROUND"DISTANCES. DUE TO ROUNDING, THE SUM OF INDIVIDUAL DIMENSIONS MAY NOT EQUAL THEOVERALL DIMENSION.2.TOTAL AREA FOR THIS SUBDIVISION IS 19.523± ACRES, CONSISTING OF 94 RESIDENTIAL LOTS.3.ALL FRONT LOT CORNERS WILL BE SET WITH A 1" DIAMETER BRASS DISC STAMPED "LS 8268" IN THESIDEWALK ON THE EXTENSION OF SIDE LOT LINES 1.00 FOOT FROM THE FRONT PROPERTY LINEUNLESS OTHERWISE NOTED.4.ALL REAR LOT CORNERS AND ANGLE POINTS WILL BE SET WITH A 5/8" REBAR, 18" LONG, WITHPLASTIC CAP STAMPED "LS 8268". WHERE MONUMENTS FALL WITHIN A SOUND WALL OR CONCRETEFOOTING A 5/8" REBAR WITH PLASTIC CAP STAMPED "LS 8268" WILL BE SET ON THE SIDE LOT LINEON A 4.00 FOOT OFFSET TO THE REAR LOT CORNER OR A 3/4" DIAMETER BRASS TAG STAMPED "LS8268" WILL BE SET WITH EPOXY TO THE FACE OF WALL 2.00 FOOT ABOVE GROUND OR ON TOP OFWALL WHERE AN OFFSET MONUMENT CANNOT BE SET.5.PURSUANT TO GOVERNMENT CODE SECTION 66434(G), THE FOLLOWING RIGHT-OF-WAY ANDEASEMENTS, NOT SHOWN HEREON, IS HEREBY ABANDONED:a.THE 12.5' PUE/PE ALONG THE NORTHERLY RIGHT-OF-WAY OF BENCHMARK DRIVE, WITHIN LOT 2AS SHOWN ON THAT CERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION", FILED FOR RECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS, AT PAGE 84,PLACER COUNTY RECORDS.b.THAT PORTION OF THE 29' IOD OF BENCHMARK DRIVE, WITHIN LOT 1 AS SHOWN ON THATCERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOT SUBDIVISION", FILED FORRECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS, AT PAGE 84, PLACER COUNTY RECORDS.6.A PRELIMINARY SOILS REPORT WAS PREPARED BY GEOCON CONSULTANTS, INC. DATEDAUGUST, 2014; PROJECT NO. S9578-05-05 AND ON FILE WITH THE CITY OF ROSEVILLE DEVELOPMENTSERVICES - ENGINEERING DEPARTMENT, FILE NO. 308-885.7.NO SEWER BACKWATER VALVES ARE REQUIRED WITH THE CREEKVIEW PHASE 5, VILLAGE 1 PLANS.

NOTESTHE BASIS OF BEARINGS FOR THIS MAP IS NORTH 00°08'59" WEST ALONG THE WESTLINE OF LOT 1 AS SHOWN ON THAT CERTAIN FINAL MAP ENTITLED "CREEKVIEW -PHASE 3 LARGE LOT SUBDIVISION" FILED FOR RECORD ON DECEMBER 2, 2021 INBOOK FF OF MAPS, AT PAGE 84, PLACER COUNTY RECORDS.(1)FF MAPS 84 BASIS OF BEARINGS:REFERENCES:

OVERALL(OA)RADIAL BEARING(R)SHEET INDEX NUMBEROFFICIAL RECORDS OF PLACER COUNTYORIRREVOCABLE OFFER OF DEDICATIONIODPUEPUBLIC UTILITY EASEMENT

ADJACENT PROPERTYRIGHT-OF-WAYEXISTING RIGHT-OF-WAYBOUNDARYLOT LINEEASEMENT

SFSQUARE FEETX
LEGEND:

CENTER LINE

CHORD BEARINGCBCHORD DISTANCECD
SET COPPERWELD SURVEY MONUMENT WITH CENTERPUNCH IN MONUMENT WELL STAMPED "LS 8268"5/8" REBAR WITH PLASTIC CAP STAMPED"LS 9265" TO BE SET PER (1) 2 DIMENSION POINT
COPPERWELD SURVEY MONUMENT WITH CENTER PUNCHIN MONUMENT WELL STAMPED "LS 9265" TO BE SET PER (1) 3 CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 1 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FFOF MAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 918431.CV.PH5.V1JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 1 4 5
6 7 8 9

CANADA GOOSE COURTASSESSOR'S PARCEL NUMBERAPN

Page 1332 of 1759 ends

R=500.00'Δ=43°14'42"L=377.38'CB=N73°31'38"WCD=368.49'R=22.00'Δ=85°00'00"L=32.64'CB=N42°21'01"ECD=29.73' N00°08'59"W 552.13'(OA)
N89°51'01"E 200.00'
Δ=69°45'32"L=63.31'
CB=N07°42'18"ECD=59.47'
R=52.00'Δ=70°58'36"L=64.42'CB=N07°05'46"ECD=60.38'
N89°51'01"E 110.00'
N89°51'01"E 110.00'

61.50'61.50'
N89°51'01"E 110.00'

61.50'

61.50'
N89°51'01"E 110.00'

61.50'

61.50'
N89°51'01"E 105.68'Δ=1° 13' 04" L=1.11'CB=N27°47'00"W' CD=1.11'R=32.00' Δ=28°14'33" L=15.77'CB=N14°16'15"W CD=15.61'

48.88'65.00'
N89°51'01"E 100.00'(1)N47°24'55"W(R) 22.80'(1)

71.67'
R=36.00'Δ=28°14'33"L=17.75'CB=N81°01'42"WCD=17.57'(1)N84°51'01"E 39.12'(1)N84°51'01"E 98.11' N00°08'59"W 944.87'(OA)

4.00'
R=48.00'Δ=70°30'30"L=59.07'CB=N77°50'20"ECD=55.41'(1)
N89°51'01"E 100.00'N89°51'01"E 100.00'60.00'
N89°51'01"E 100.00'

60.00'

60.00'
N89°51'01"E 100.00'60.00'
N89°51'01"E 100.00'

60.00'

60.00'
N89°51'01"E 100.00'

60.00'

60.00'
N89°51'01"E 100.00'

60.00'100.00'

60.00'

60.00'100.00'60.00'
N00°08'59"W 109.08'
CD=54.85'CB=N85°38'54"WΔ=6°33'54"L=54.88'R=20.00' Δ=89°07'27" L=31.11'CB=N37°48'14"W CD=28.07'R=321.00' Δ=6°54'28" L=38.70'CB=N03°18'16"E CD=38.68'

43.95'N00°08'59"W 106.66'

8.10'CD=51.96'CB=N87°57'35"EΔ=6°13'07"L=51.99'

80.34'

50.61'7,451 SF15
7,127 SF14
6,765 SF13
6,765 SF12
6,765 SF11
6,765 SF10
6,000 SF17
6,000 SF19
6,000 SF18
6,000 SF20 6,000 SF31
6,000 SF34
6,000 SF33
6,000 SF32
7,218 SF16 7,431 SF366,508 SF35

18.80'
S62°49'32"W(R)
N00°08'59"W 973.67'(1)(OA)N00°08'59"W 838.88'(OA)
N84°51'01"E 58.71'
N01°04'09"E(R)
Δ=17°41'27"L=154.38'CB=N86°18'15"WCD=153.77'

69.50'70.50'
N00°08'59"W 612.47'(OA)
R=517.00'Δ=43°14'42"L=390.21'CB=N73°31'38"WCD=381.02'(1)(OA)R=479.00'Δ=12°47'01"L=106.87'CB=N88°45'28"WCD=106.65' 692.87'
N12°32'29"E(R) 8.32'
R=300.00'Δ=12°41'27"L=66.45'
CB=N06°11'45"ECD=66.31'
N00°08'59"W 577.45'(OA)N00°08'59"W 621.12'(OA)375.81'
Δ=25°33'15"L=223.00'CB=N64°40'54"WCD=221.16'
21'
21'
21'21'
21'
21'17' 17'21'
21'21'
21'

BASIS OF BEARINGS

SWITCHBACKSTREET

12.5' PUE

BOOK OF MAPS, PAGE
3SEE SHEET 5SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES

SWITCHBACK STREET

CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 1 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FFOF MAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 918431.CV.PH5.V1JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 1 SEE SHEET 4SAGEBRUSH WAY

Page 1333 of 1759 ends

Δ=0°32'20"L=4.51'CB=N52°10'27"WCD=4.51'
N70°12'25"E 97.32'
R=20.00'Δ=103°07'25"L=36.00'CB=N56°23'51"ECD=31.33'
R=517.00'Δ=43°14'42"L=390.21'CB=N73°31'38"WCD=381.02'(1)(OA) N51°54'17"W 36.07'(1)N51°54'17"W 36.07' R=500.00'Δ=43°14'42"L=377.38'CB=N73°31'38"WCD=368.49'
N12°32'29"E(R) 8.32'
R=300.00'Δ=12°41'27"L=66.45'
CB=N06°11'45"ECD=66.31'
N00°08'59"W 621.12'(OA)

32.91'
N49°46'37"E(R) 100.00'

64.41'N89°51'01"E 105.00'
N89°46'47"E 145.44'N27°50'30"W43.51'

60.00'
N38°03'08"E 117.59'
Δ=9°21'27"L=78.23'CB=N44°54'06"WCD=78.14'N37°21'46"W 62.00' N38°03'08"E 102.40'
N51°54'17"W 36.07'
Δ=2°19'27" L=19.43'CB=N50°44'33"W CD=19.43'N89°51'01"E 58.83'N58°21'29"W 57.79'

80.00'
N29°05'52"E 103.78'
Δ=8°50'35"L=73.93'CB=N56°51'54"WCD=73.85'

84.81'
R=279.00' Δ=4°59'07" L=24.28'CB=N02°20'35"E CD=24.27' Δ=10°45'15"L=89.91'CB=N66°39'49"WCD=89.77'
6,834 SF38
10,108 SF37
8,807 SF62 6,610 SF39
8,910 SF61
8,051 SF40
Δ=25°33'15"L=223.00'CB=N64°40'54"WCD=221.16'
R=479.00'Δ=20°08'10"L=168.34'CB=N61°58'22"WCD=167.48' R=517.00'Δ=61°25'45"L=554.30'CB=N21°11'24"WCD=528.13'(1)(OA) R=500.00'Δ=73°19'29"L=639.88'CB=N15°14'32"WCD=597.10'(OA) N28°42'48"E(R)
N37°33'23"E(R)
N40°25'10"E(R)
R=479.00'Δ=73°19'29"L=613.00'
CB=N15°14'32"WCD=572.02'(OA)N00°08'59"W 334.81'(OA)375.81' Δ=17°41'27"L=154.38'CB=N86°18'15"WCD=153.77'
21'
17'
21'21'
21'

12.5' PUE
21'
21'17'12.5' PUE

SWITCHBACKSTREET

BOOK OF MAPS, PAGE
4SEE SHEET 6
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES SEE SHEET 6

SAGEBRUSH WAY

Page 1334 of 1759 ends

R=20.00'Δ=92°38'14"L=32.34'CB=N46°10'09"ECD=28.93'R=20.00'Δ=90°00'00"L=31.42'CB=N45°08'59"WCD=28.28'N89°51'01"E 110.00' N89°51'01"E 110.00'

61.50'61.50'
N89°51'01"E 110.00'

61.50'

72.13'
N89°51'01"E 100.00'

53.50'R=1271.00'Δ=2°38'14"L=58.50'CB=N88°49'51"WCD=58.50'20.60'80.00'

52.13'
N89°51'01"E 100.00'60.00'
N89°51'01"E 100.00'

60.00'

60.00'
N89°51'01"E 100.00'

60.00'

60.00'
N89°51'01"E 100.00'

60.00'60.00'
N89°51'01"E 100.00'

60.00'

60.00'60.00'
N00°08'59"W 621.12'(OA)
6,765 SF8
6,765 SF9
6,765 SF7
6,765 SF6
6,765 SF5 7,127 SF25
6,000 SF24
6,000 SF23
6,000 SF22
6,000 SF21 6,000 SF30
6,000 SF29
6,000 SF28
6,000 SF27
7,182 SF26
N89°51'01"E 110.00'N89°51'01"E 100.00'N89°51'01"E 100.00' N00°08'59"W 973.67'(1)(OA)N00°08'59"W 838.88'(OA)N00°08'59"W 944.87'(OA)692.87'N00°08'59"W 612.47'(OA)N00°08'59"W 552.13'(OA) N89°51'01"E 100.60'
245.31'
375.81'
N00°08'59"W 577.45'(OA)
N89°51'01"E 141.60'R=1250.00'Δ=37°46'15"L=824.03'CB=N71°15'51"WCD=809.19'(OA)Δ=4°36'26"L=100.51'CB=N87°50'46"WCD=100.48' N04°27'27"E(R)252.00' 21'21'21' 21'
21'21'
21'21' 21'21'21'21'
21'
21'

12.5' PUE

BASIS OF BEARINGS

12.5' PUE

BOOK OF MAPS, PAGE
5SEE SHEET 7
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES SEE SHEET 3

SWITCHBACK STREET

SAGEBRUSH WAY

SERENDIPITY DRIVE
SEE SHEET 3
SEE SHEET 6

Page 1335 of 1759 ends

R=250.00'Δ=15°57'20"L=69.62'CB=N81°52'22"ECD=69.39'R=20.00'Δ=90°00'00"L=31.42'CB=N44°51'01"ECD=28.28' N00°08'59"W 218.70'N77°16'32"W 172.17'
R=229.00'Δ=0°21'28"L=1.43'CB=N89°40'17"ECD=1.43'R=45.00' Δ=49°48'21" L=39.12'CB=N64°35'23"E CD=37.90' N70°12'25"E 97.32'
R=20.00'Δ=90°00'00"L=31.42'CB=N45°08'59"WCD=28.28'
R=517.00'Δ=61°25'45"L=554.30'CB=N21°11'24"WCD=528.13'(1)(OA) R=500.00'Δ=73°19'29"L=639.88'CB=N15°14'32"WCD=597.10'(OA)

61.55'

62.88'61.55'N89°51'01"E 100.00'
N89°51'01"E 100.00'

72.00'

62.88'
N22°03'35"E 134.03'(OA)
N77°19'19"W(R) 100.47'N08°43'38"E 58.23'
N86°08'20"W(R) 100.00'
Δ=8°49'01"L=73.71'
CB=N08°16'10"ECD=73.64'N00°32'50"W 58.26'
N85°02'39"E(R) 100.00'
Δ=8°49'01"L=73.71'
CB=N00°32'50"WCD=73.64'

58.26'108.96'Δ=8°49'01"L=73.71'
CB=N09°21'51"WCD=73.64'
N00°08'59"W 125.42'
Δ=73°39'00"L=55.27'
CB=N22°09'16"ECD=51.55'27.48'
N00°08'59"W 118.00'
Δ=21°01'59"L=16.52'CB=N68°55'14"WCD=16.43'CD=44.69'CB=N89°42'44"WΔ=62°37'00"L=46.99'29.21'R=271.00' Δ=4°04'08" L=19.24'CB=N87°48'58"E CD=19.24'Δ=14°46'52"L=11.61'CB=N86°49'40"WCD=11.58'104.27'

52.00'

80.00'

56.89'
N67°24'38"E(R) 108.96'Δ=8°49'00"L=73.71'
CB=N18°10'52"WCD=73.64'
N35°48'52"W 58.26'

58.26'
R=43.00'Δ=261°54'33"L=196.56'CB=N09°21'31"WCD=64.95'
N00°09'55"E 135.48'
N58°35'38"E(R) 100.00'Δ=8°49'00"L=73.71'
CB=N26°59'52"WCD=73.64'
Δ=8°49'00"L=73.71'
CB=N35°48'52"WCD=73.64'

70.00'60.00'

24.21'85.00'

50.00'N89°51'01"E 105.00'60.00'6,300 SF60
6,645 SF41
6,905 SF42
7,159 SF43
6,679 SF54
6,905 SF44
6,645 SF45
6,659 SF46
9,891 SF57
7,114 SF53 10,044 SF56
7,264 SF59
8,310 SF58
6,288 SF52 6,991 SF55
N00°08'59"W 334.81'(OA)N00°08'59"W 130.00'
N89°51'01"E 105.00'64.41'32.91'
N50°18'48"W(R)Δ=125°38'33"L=94.29'CB=N77°29'31"WCD=76.50'N75°19'46"E(R)N76°13'39"E(R) 136.44'N89°51'01"E 109.21' N49°46'37"E(R) 100.00'
R=479.00'Δ=73°19'29"L=613.00'CB=N15°14'32"WCD=572.02'(OA) N18°10'51"W 173.41'

20.87'49.07'
N00°08'59"W 167.03'(OA)
R=45.00' Δ=35°48'52" L=28.13'CB=N76°18'40"W CD=27.67' N10°33'46"E(R)
N89°51'01"E 109.21'N89°51'01"E 150.21'
S31°01'14"E(R)
245.31'N00°08'59"W 621.12'(OA)
375.81'
21'21'
21'17'
17'21'21'21'
21'21'
21'21'

12.5' PUE 12.5' PUE

12.5' PUE

BOOK OF MAPS, PAGE
6 SEE SHEET 4
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 1 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FFOF MAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 918431.CV.PH5.V1JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 1

SAGEBRUSH WAY

SWITCHBACK STREET

CANADA GOOSE COURT
SEE SHEET 8SEE SHEET 8
SEE SHEET 3SEE SHEET 5

Page 1336 of 1759 ends

29'
21'21'
Δ=3°14'30"L=69.53'CB=N86°18'51"WCD=69.53'
N00°08'59"W 202.00'
R=20.00'Δ=90°00'00"L=31.42'CB=N44°51'01"ECD=28.28'
R=21.00'Δ=90°00'00"L=32.99'CB=N45°08'59"WCD=29.70'R=21.00'Δ=90°00'00"L=32.99'CB=N44°51'01"ECD=29.70' N89°51'01"E 141.60'R=1250.00'Δ=37°46'15"L=824.03'CB=N71°15'51"WCD=809.19'(OA) 140.90'
N00°08'59"W 944.87'(OA)52.00'

60.00'

52.00'N26°42'53"W 2.24'
N00°08'59"W(R) 5.00'78.00'19.90'CD=44.24'CB=N88°55'04"WΔ=2°27'49"L=44.24' Δ=3°33'03"L=63.77'CB=N85°54'39"WCD=63.76' CD=47.50'CB=N89°02'33"WΔ=2°12'52"L=47.50'20.60'80.00'
N02°18'50"E(R) 101.41'
N86°18'51"W 63.84'N89°23'08"W 64.21'4.30'

70.00'101.51'N89°51'01"E 100.00'
N89°51'01"E 100.00'

60.00'
N02°03'53"E(R) 100.50'100.49'
N89°51'01"E 110.00'

52.00'N26°24'56"E 2.24'
N00°08'59"W(R) 5.00'N89°51'01"E 88.00'70.00'
N89°51'01"E 110.00'

61.50'61.50'
N89°51'01"E 110.00'

61.50'

61.50'
131.00'29.00'
6,765 SF4
6,765 SF2
6,765 SF3
7,693 SF1
6,000 SF82
6,993 SF83
7,114 SF81
6,718 SF84
6,663 SF80 6,722 SF79
6,775 SF85
N89°51'01"E 110.00'
N00°08'59"W 973.67'(1)(OA)N00°08'59"W 838.88'(OA)
N89°51'01"E(R)
252.00'
N00°08'59"W 164.00'
S89°51'01"W(R)N89°51'01"E 97.90'N89°51'01"E 271.90'(1)
N89°51'01"E 100.60'

72.00'
N05°18'24"E(R) 100.50'

59.54'
N05°51'53"E(R) 101.31'
R=1229.00'Δ=35°48'42"L=768.16'CB=N72°14'38"WCD=755.72'(OA)Δ=4°36'26"L=100.51'CB=N87°50'46"WCD=100.48'N04°27'27"E(R) R=1029.00'Δ=35°17'03"L=633.68'CB=N72°30'27"WCD=623.72'(OA)R=1000.00'Δ=37°37'00"L=656.54'CB=N71°20'28"WCD=644.81'(1) N83°04'21"W 63.84'10.52'
692.87'
Δ=14°47'16"L=258.10'CB=N82°45'20"WCD=257.38'
21'
21'
21'21' 21'21'21'21'
29' IOD (1)

12.5' PUE
29' 29'
21'

BASIS OF BEARINGS

12.5' PUE

BOOK OF MAPS, PAGE
7 SEE SHEET 5
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES

SWITCHBACK STREET

SERENDIPITY DRIVE
SEE SHEET 8
SEE SHEET 5
SEE SHEET 8

BENCHMARK DRIVE

Page 1337 of 1759 ends

21'21'
N22°03'35"E 134.03'
R=1000.00'Δ=37°37'00"L=656.54'CB=N71°20'28"WCD=644.81'(1) R=20.00'Δ=88°10'48"L=30.78'CB=N65°30'36"ECD=27.83'
N00°08'59"W 218.70'(OA)
R=20.00'Δ=83°42'42"L=29.22'CB=N42°00'20"WCD=26.69' Δ=16°57'45"L=370.07'CB=N77°03'40"WCD=368.72' Δ=3°31'27"L=63.29'CB=N82°22'24"WCD=63.28' Δ=3°17'47"L=59.20'CB=N78°57'47"WCD=59.19'Δ=3°19'23"L=59.68'CB=N75°39'11"WCD=59.67'Δ=3°17'47"L=59.20'CB=N72°20'36"WCD=59.19'Δ=3°16'11"L=58.72'CB=N69°03'37"WCD=58.71' Δ=3°01'12"L=64.78'CB=N70°32'49"WCD=64.77'
Δ=3°01'12"L=64.78'CB=N73°34'01"WCD=64.77'
Δ=3°08'00"L=67.21'CB=N76°38'36"WCD=67.20'Δ=3°14'30"L=69.53'CB=N79°49'51"WCD=69.53'Δ=3°14'30"L=69.53'CB=N83°04'21"WCD=69.53'

32.64'
N19°18'18"E(R) 101.23'

38.21'26.83'
N16°00'31"E(R) 101.25'

44.30'21.27'
N12°41'07"E(R) 101.26'

17.40'
N09°23'20"E(R) 101.25'
N79°49'51"W 63.84'N83°04'21"W 63.84'16.20'
N05°51'53"E(R) 101.31'

53.33'
N20°57'47"E(R) 100.50'N17°56'35"E(R) 100.50'N14°55'24"E(R) 100.50'N11°47'24"E(R) 100.50'N08°32'54"E(R) 100.50'N05°18'24"E(R) 100.50' Δ=3°55'52"L=87.20'CB=N72°21'55"WCD=87.19'

75.92'
N68°34'48"W 105.51'

50.17'
N12°45'14"E 109.99'

82.94'58.11'
Δ=2°54'54"L=64.67'CB=N75°47'18"WCD=64.66'
114.43'

89.23'
Δ=2°52'18"L=63.70'CB=N78°40'55"WCD=63.70'Δ=3°44'37"L=83.05'CB=N81°59'22"WCD=83.03'

52.16'
Δ=8°44'32"L=73.09'
CB=N17°02'56"ECD=73.01'

0.58'
6,722 SF77
6,259 SF756,496 SF766,722 SF78
6,292 SF876,345 SF886,725 SF86
6,244 SF906,295 SF89
6,259 SF74
7,551 SF48
7,567 SF51 8,168 SF498,462 SF50 6,821 SF47
N77°16'32"W 172.17'
N00°08'59"W 167.03'(OA)

83.82' 113.16'N09°52'56"E(R)N12°45'14"E(R)N15°40'09"E(R)R=1271.00'Δ=13°27'41"L=298.62'CB=N77°07'50"WCD=297.93' N21°25'12"E 50.75' N77°19'19"W(R) 100.47'
R=479.00'Δ=73°19'29"L=613.00'
CB=N15°14'32"WCD=572.02'(OA)
R=500.00'Δ=73°19'29"L=639.88'
CB=N15°14'32"WCD=597.10'(OA)
N21°25'12"E(R) 91.09'
N89°51'01"E 100.00'
N00°08'59"W 621.12'(OA)245.31'

47.64'N76°38'36"W 61.70'N73°34'01"W 59.47'N70°32'49"W 59.47' N22°34'29"E(R) 101.22'
N67°31'37"W 59.47'31.87'
R=1029.00'Δ=35°17'03"L=633.68'CB=N72°30'27"WCD=623.72'(OA) R=1250.00'Δ=37°46'15"L=824.03'CB=N71°15'51"WCD=809.19'(OA) N04°27'27"E(R)R=1229.00'Δ=35°48'42"L=768.16'CB=N72°14'38"WCD=755.72'(OA)

20.87'
Δ=14°47'16"L=258.10'CB=N82°45'20"WCD=257.38' Δ=22°49'44"L=398.44'CB=N63°56'50"WCD=395.81' 21'
21'21'
29' IOD (1)

12.5' PUE29'
21'
29'

12.5' PUE

12.5' PUESERENDIPITYDRIVE
21'21'17'
21' 21'21'

BENCHMARKDRIVE

BOOK OF MAPS, PAGE
8 SEE SHEET 6
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES

SWITCHBACK STREET

SAGEBRUSH WAY
SEE SHEET 9
SEE SHEET 5

Page 1338 of 1759 ends

R=21.00'Δ=87°03'18"L=31.91'CB=N81°36'25"ECD=28.93'
R=20.00'Δ=92°25'03"L=32.26'CB=N08°07'45"WCD=28.87'
R=20.00'Δ=88°10'48"L=30.78'CB=N22°40'12"WCD=27.83' R=1250.00'Δ=37°46'15"L=824.03'CB=N71°15'51"WCD=809.19'(OA) N38°04'46"E 252.02'(1)
Δ=3°17'47"L=59.20'CB=N65°46'37"WCD=59.19' Δ=3°17'47"L=59.20'CB=N62°28'50"WCD=59.19' Δ=3°19'48"L=59.80'CB=N59°10'02"WCD=59.80' CD=47.35'CB=N56°11'02"WΔ=2°38'13"L=47.36'N35°08'04"E(R) 5.00' N64°38'40"E 2.24'84.30'

80.01'
Δ=2°37'10"L=56.19'CB=N55°38'52"WCD=56.18'Δ=3°01'12"L=64.78'CB=N58°28'03"WCD=64.77'Δ=3°01'12"L=64.78'CB=N61°29'14"WCD=64.77'Δ=3°01'12"L=64.78'CB=N64°30'26"WCD=64.77'Δ=3°01'12"L=64.78'CB=N67°31'37"WCD=64.77'

10.24'N55°05'43"W 68.19'
N32°29'52"E(R) 101.33'

16.47'N58°28'03"W 59.47'
N29°10'04"E(R) 101.27'22.03'N61°29'14"W 59.47'
N25°52'16"E(R) 101.24'N64°30'26"W 59.47'
N22°34'29"E(R) 101.22'27.60'N67°31'37"W 59.47'
N33°02'33"E(R) 100.50'N30°01'22"E(R) 100.50'
N27°00'10"E(R) 100.50'N23°58'58"E(R) 100.50'
N80°28'31"W(R) 4.00'(1)Δ=11°02'29"L=100.40'
CB=N15°02'43"ECD=100.25' Δ=0° 51' 14" L=7.76'CB=N20°59'35"E' CD=7.76'N21°25'12"E 50.75' Δ=3°38'35"L=80.81'CB=N64°56'19"WCD=80.80' Δ=2°36'34"L=57.89'CB=N61°48'44"WCD=57.88' Δ=2°40'24"L=59.31'CB=N59°10'15"WCD=59.30' Δ=2°40'24"L=59.31'CB=N56°29'51"WCD=59.30' Δ=2°40'24"L=59.31'CB=N53°49'26"WCD=59.30'N50°14'33"W 2.58'(1)N38°04'44"E 20.90'(1)N21°25'12"E(R) 91.09' N34°50'22"E(R) 121.73'

64.96'
N37°30'46"E(R) 119.57'(1)N32°09'57"E(R) 126.94'

65.31'
N29°29'33"E(R) 135.26'

65.94'
N21°25'12"E 149.99'64.86'79.82'
N69°26'02"W(R) 100.07'
116.06'
6,295 SF916,294 SF92
6,259 SF736,259 SF72 6,259 SF70 7,234 SF696,259 SF71
7,432 SF946,357 SF93
9,636 SF65 7,478 SF687,718 SF678,159 SF668,437 SF63
8,011 SF64
R=1000.00'Δ=37°37'00"L=656.54'CB=N71°20'28"WCD=644.81'(1)

85.12'
R=500.00'Δ=73°19'29"L=639.88'
CB=N15°14'32"WCD=597.10'(OA)
R=521.00'Δ=11°53'43"L=108.17'
CB=N15°28'20"ECD=107.97' N26°52'58"E(R)
N51°55'14"W 392.10'(1)
R=1271.00'Δ=14°16'22"L=316.62'CB=N59°37'25"WCD=315.80'
N20°57'47"E(R) 100.50'
Δ=16°12'05"L=353.46'CB=N60°28'46"WCD=352.28' N37°37'17"E(R) R=1229.00'Δ=35°48'42"L=768.16'CB=N72°14'38"WCD=755.72'(OA) N38°04'46"E 164.30'49.23'43.01'37.44'
S51°55'14"E(R)
R=1029.00'Δ=35°17'03"L=633.68'CB=N72°30'27"WCD=623.72'(OA) N37°28'02"E(R)Δ=22°49'44"L=398.44'CB=N63°56'50"WCD=395.81' 29' IOD (1)29'

12.5' PUE
58' IOD (1)

12.5' PUE (1)

12.5' PUE

12.5' PUE 29'
21'
21'
21'21'21'21'21'
21'17'21'

BENCHMARKDRIVE
SERENDIPITYDRIVE21'21'

12.5' PUE
R=1000.00'Δ=0°36'45"L=10.69'CB=N52°13'36"WCD=10.69' (1)

BOOK OF MAPS, PAGE
9 SEE SHEET 6
SEE SHEET 2 FOR NOTES, REFERENCES, BASIS OF BEARINGS AND LEGEND

SWITCHBACK STREET

ROOTSTOCK PLACE
SEE SHEET 8
SEE SHEET 8

Page 1339 of 1759 ends

BOOK OF MAPS, PAGE
THE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANY RECORD TITLEINTEREST IN THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION SHOWN UPON THIS FINAL MAP OF"CREEKVIEW PHASE 5 VILLAGE 2" AND THEY HEREBY CONSENT TO THE PREPARATION ANDRECORDATION OF THIS FINAL MAP AND HEREBY OFFER FOR DEDICATION AND DO HEREBY DEDICATEFOR SPECIFIC PURPOSES THE FOLLOWING:THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS EASEMENTS FOR PUBLIC PURPOSES:(A)A PUBLIC EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF, BUT NOT LIMITED TOELECTROLIERS, WATER AND GAS PIPES, SEWER AND DRAINAGE PIPES, AND FOR UNDERGROUNDWIRE AND CONDUITS FOR ELECTRIC, TELEPHONE AND TELEVISION SERVICES AND TRAFFICCONTROL APPURTENANCES TOGETHER WITH ANY AND ALL APPURTENANCES PERTAININGTHERETO ON, OVER, UNDER AND ACROSS LOTS A AND B, THE STREETS SHOWN HEREON ASBENCHMARK DRIVE, ROOTSTOCK PLACE AND SERENDIPITY DRIVE AND THOSE STRIPS OF LANDLYING CONTIGUOUS TO THE RIGHTS-OF-WAY AS SHOWN HEREON AND DESIGNATED "PUE"(PUBLIC UTILITY EASEMENT).THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES:(A)AS PUBLIC RIGHTS-OF-WAY (INCLUDING ALL IMPROVEMENTS THEREON) THE STREETS SHOWNHEREON AS BENCHMARK DRIVE, ROOTSTOCK PLACE AND SERENDIPITY DRIVE.(B)LOTS A AND B AS SHOWN HEREON TO THE CITY OF ROSEVILLE FOR LANDSCAPING AND AS PUBLICRIGHT-OF-WAY.

OWNER'S STATEMENT

A WASHINGTON LIMITED PARTNERSHIPANTHEM UNITED CREEKVIEW DEVELOPMENTS LIMITED PARTNERSHIP, MACKAY & SOMPS CIVIL ENGINEERS, INC.PEDRO JARQUIN., PLS 8268EXPIRATION DATE: DECEMBER 31, 2025 THIS MAP OF "CREEKVIEW PHASE 5 VILLAGE 2" WAS PREPARED BY ME OR UNDER MY DIRECTION AND ISBASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAPACT AND LOCAL ORDINANCE AT THE REQUEST OF ANTHEM UNITED CREEKVIEW DEVELOPMENTS LIMITEDPARTNERSHIP, IN JANUARY, 2019, I HEREBY STATE THAT THE SURVEY IS TRUE AND COMPLETE ASSHOWN, THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATEDOR THAT THEY WILL BE SET IN THOSE POSITIONS BEFORE DECEMBER 31, 2027, AND THAT THEMONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THISFINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP.

SURVEYOR'S STATEMENT
BY:DATE:
, A NOTARY PUBLIC

NOTARY'S ACKNOWLEDGMENT
MY PRINCIPAL PLACE OF BUSINESS IS COUNTYMY COMMISSION EXPIRES:

COUNTY OF STATE OF CALIFORNIA WITNESS MY HAND AND OFFICIAL SEAL.

NOTARY'S ACKNOWLEDGMENT
MY PRINCIPAL PLACE OF BUSINESS IS COUNTYMY COMMISSION EXPIRES:

COUNTY OF STATE OF CALIFORNIA WITNESS MY HAND AND OFFICIAL SEAL.

LICENSE EXPIRES: SEPTEMBER 30, 2025CITY ENGINEER, CITY OF ROSEVILLEMARC STOUT, R.C.E. 69879 DATE: BY: CITY CLERK, CITY OF ROSEVILLEASSISTANT CITY CLERK I HEREBY STATE THAT I HAVE EXAMINED THIS FINAL MAP OF "CREEKVIEW PHASE 5 VILLAGE 2" AND FINDIT TO BE SUBSTANTIALLY THE SAME AS THE TENTATIVE MAP ON FILE AND ANY APPROVED ALTERATIONSTHEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND ALL APPLICABLE CITY ORDINANCESHAVE BEEN COMPLIED WITH.

I HEREBY STATE THAT I AM SATISFIED THIS FINAL MAP OF "CREEKVIEW PHASE 5 VILLAGE 2" ISTECHNICALLY CORRECT.FOR MARC STOUT, CITY ENGINEER, CITY OF ROSEVILLEDATE:

DATE:

EXPIRES DECEMBER 31, 2025TIMOTHY G. BLAIR, PLS 8278.

CITY ENGINEER'S STATEMENT

I HEREBY CERTIFY THAT THE CITY COUNCIL, CITY OF ROSEVILLE, HAS APPROVED THIS FINAL MAP OF"CREEKVIEW PHASE 5 VILLAGE 2", AND HAS ACCEPTED ON BEHALF OF THE PUBLIC, THE PUBLIC UTILITYEASEMENTS OFFERED HEREON FOR DEDICATION AND HAS ACCEPTED, SUBJECT TO IMPROVEMENT,LOTS A AND B AND THE RIGHTS-OF-WAY OFFERED HEREON FOR DEDICATION, AND HEREBY APPROVESTHE ABANDONMENT OF THE RIGHT OF WAY AND EASEMENT LISTED WITHIN NOTE 5 ON SHEET 2.

FIRST AMERICAN TITLE INSURANCE COMPANY, A NEBRASKA CORPORATION, AS TRUSTEE UNDER THATCERTAIN CONSTRUCTION DEED OF TRUST AND SECURITY AGREEMENT RECORDED ON JUNE 29, 2023, ASINSTRUMENT NO. 2023-0033905, ORPC AND AS MODIFIED BY INSTRUMENT NO. 2023-0033906 ORPC,HEREBY CONSENTS TO THE RECORDING OF THIS MAP AND THE SUBDIVISION OF THE LANDS SHOWNHEREON.TRUSTEE'S STATEMENT 1CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 2 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FFOF MAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 518431.PH5.V12JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 2 BY:NAME:TITLE:

BY:NAME:TITLE:

Page 1340 of 1759 ends

BASIS OF BEARINGS

ROOTSTOCK PLACE
114115
120119118117
124
116
123122121
111112113
108109110
107
98 103104105106
125126127128
130
29 30
10210110099
9697
129
131
95 144143142141
137136135134133
140
132
139138
145
LOT B
146
LOT AN37°30'46"E 119.57'(1)N51°55'14"W 507.97'(1)
N77°23'06"W 237.94'(1)
N45°00'13"W 491.41'(1)
N00°19'33"W106.57'(1)
N51°55'14"W 431.88'(1)
R=1171.00'Δ=37°44'03"L=771.21'CB=N70°47'16"WCD=757.34'(1) N51°55'14"W7.02'(1)N38°04'46"E 29.00'(1)
N00°20'43"E(R) 6.00'(1)N89°40'27"E 46.26'(1)
114115120119118117
124
116
123122121
111112113108109110107
98 103104105106
125126127128130
10210110099969712913195
144143142141
137136135134133
140
132
139138
145
LOT B
146
LOT A
C1(1)C2(1)C3(1)C4(1)
N37°28'01"E(R)C5(1)
N38°04'44"E 20.90'(1)
N38°04'46"E 252.02'(1)
N83°54'10"E(R) 38.00'(1)
322.08'(1)
169.33'(1)

ROUNDHOUSE LOOPHAPPY CAMPERWAY

SERENDIPITYDRIVE

BENCHMARKDRIVE
N50°14'33"W 2.58'(1)R=1271.00'Δ=0°34'00"L=12.57'
CB=N52°12'14"WCD=12.57'(OA)
N37°30'46"E(R)119.57'(1)(OA)
N38°04'44"E20.90'(1)(OA)
Curve TableCurve #C1C2C3C4C5
Radius26.00'267.00'229.00'22.00'1000.00'
Delta86°34'44"2°21'01"2°17'31"94°09'02"0°36'45"
Length39.29'10.95'9.16'36.15'10.69'
Chord BearingN47° 02' 11"WN04° 55' 20"WN04° 57' 05"WN43° 16' 11"EN52° 13' 36"W ChordLength35.66'10.95'9.16'32.22'10.69'
BOOK OF MAPS, PAGE 1.ALL CURVES ARE DIMENSIONED WITH RADIUS, DELTA, ARC LENGTH, CHORD BEARING AND CHORDLENGTH. DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF AND ARE "GROUND"DISTANCES. DUE TO ROUNDING, THE SUM OF INDIVIDUAL DIMENSIONS MAY NOT EQUAL THEOVERALL DIMENSION.2.TOTAL AREA FOR THIS SUBDIVISION IS 9.991± ACRES, CONSISTING OF 52 RESIDENTIAL LOTS AND2 LANDSCAPE LOTS.3.ALL FRONT LOT CORNERS WILL BE SET WITH A 1" DIAMETER BRASS DISC STAMPED "LS 8268" IN THESIDEWALK ON THE EXTENSION OF SIDE LOT LINES 1.00 FOOT FROM THE FRONT PROPERTY LINEUNLESS OTHERWISE NOTED.4.ALL REAR LOT CORNERS AND ANGLE POINTS WILL BE SET WITH A 5/8" REBAR, 18" LONG, WITHPLASTIC CAP STAMPED "LS 8268". WHERE MONUMENTS FALL WITHIN A SOUND WALL OR CONCRETEFOOTING A 5/8" REBAR WITH PLASTIC CAP STAMPED "LS 8268" WILL BE SET ON THE SIDE LOT LINEON A 4.00 FOOT OFFSET TO THE REAR LOT CORNER OR A 3/4" DIAMETER BRASS TAG STAMPED "LS8268" WILL BE SET WITH EPOXY TO THE FACE OF WALL 2.00 FOOT ABOVE GROUND OR ON TOP OFWALL WHERE AN OFFSET MONUMENT CANNOT BE SET.5.PURSUANT TO GOVERNMENT CODE SECTION 66434(G), THE FOLLOWING RIGHT OF WAY ANDEASEMENT, NOT SHOWN HEREON, IS HEREBY ABANDONED:a.THE 12.5' PUE/PE ALONG THE NORTHERLY RIGHT-OF-WAY OF BENCHMARK DRIVE, WITHIN LOT 2AS SHOWN ON THAT CERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION", FILED FOR RECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS, AT PAGE 84,PLACER COUNTY RECORDS.b.THAT PORTION OF THE 29' IOD OF BENCHMARK DRIVE, WITHIN LOT 2 AS SHOWN ON THATCERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOT SUBDIVISION", FILED FORRECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS, AT PAGE 84, PLACER COUNTY RECORDS.5.A PRELIMINARY SOILS REPORT WAS PREPARED BY GEOCON CONSULTANTS, INC. DATEDAUGUST, 2014; PROJECT NO. S9578-05-05 AND ON FILE WITH THE CITY OF ROSEVILLE DEVELOPMENTSERVICES - ENGINEERING DEPARTMENT, FILE NO. 308-885.6.NO SEWER BACKWATER VALVES ARE REQUIRED WITH THE CREEKVIEW PHASE 5, VILLAGE 2 PLANS.

NOTESTHE BASIS OF BEARINGS FOR THIS MAP IS NORTH 55°51'14" WEST ALONGTHE NORTHEASTERLY LINE OF LOT 2 AS SHOWN ON THAT CERTAIN FINALMAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOT SUBDIVISION" FILEDFOR RECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS, AT PAGE 84,PLACER COUNTY RECORDS.

BASIS OF BEARINGS:

OVERALL(OA)RADIAL BEARING(R)SHEET INDEX NUMBEROFFICIAL RECORDS OF PLACER COUNTYORPCIRREVOCABLE OFFER OF DEDICATIONIODPUEPUBLIC UTILITY EASEMENT

ADJACENT PROPERTYRIGHT-OF-WAYEXISTING IOD/RIGHT-OF-WAYBOUNDARYLOT LINEEASEMENT

SFSQUARE FEETX
LEGEND:

CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 2 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FFOF MAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 518431.PH5.V12JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 2 DETAIL "1A"1" = 1'
SEE DETAIL 1AON THIS SHEET

MARSHMALLOW DRIVE
3 4 5
LOT A

ROOTSTOCK WAY
(1)FF MAPS 84REFERENCES:

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98 125126127128130
29 1021011009996 97
129131
95 137136135134133132 139138LOT A
N38°04'46"E 119.50'N38°04'46"E 119.50'N38°04'46"E 119.50'N38°04'46"E 119.50'N38°04'46"E 119.50'N38°04'46"E 119.50'N38°04'46"E 119.50'N37°57'02"E(R) 119.50' N38°04'46"E 164.00'
N37°30'46"E 119.57'(1)
N51°55'14"W 507.97'(OA)(1)
R=1271.00' Δ=0°34'00" L=12.57'CB=N52°12'14"W CD=12.57'N51°55'14"W 405.43' N51°55'14"W 374.42'N51°55'14"W 405.43'C1
N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00'N37°23'12"E(R) 101.03' N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00'N38°04'46"E 101.00' N51°55'14"W 431.88'(1)N51°55'14"W 399.57'N38°04'46"E 29.00'(1)N38°04'46"E(R) 5.00'R=21.00' Δ=90°00'00" L=32.99'CB=N06°55'14"W CD=29.70' N11°30'52"E 2.24'
R=20.00' Δ=90°00'00"L=31.42'CB=S83°04'46"WCD=28.28'
5,555 SF98
5,811 SF1255,767 SF1265,767 SF1275,767 SF1285,555 SF130 5,555 SF1015,555 SF1005,555 SF995,555 SF965,555 SF97
5,812 SF1296,580 SF131
6,659 SF95
6,573 SF1376,573 SF1366,573 SF1356,573 SF1346,573 SF1336,573 SF132 6,581 SF1384,253 SFPUELOT A

36.18'55.00'55.00'55.00'55.00'55.00'55.00'54.93'

53.00'55.00'55.00'55.00'55.00'55.00'55.00'22.43' Δ=0° 07' 44" L=2.20'CB=N51°59'06"W' CD=2.20'C2 C3
N38°04'46"E 252.02'(1)
Δ=0° 41' 34" L=12.34'CB=N52°16'01"W'CD=12.34'

46.00'55.00'57.55'57.10'57.10'57.10'44.57'

66.00'55.00'55.00'55.00'55.00'55.00'55.00'66.00'55.00'57.55'57.10'57.10'57.10'46.15'11.99'

83.00'

81.00'

44.00'55.00'55.00'55.00'55.00'55.00'55.00'N51°55'14"W(R) N38°04'44"E 20.90'

25.57'
N51°55'14"W 396.00'
R=1000.00' Δ=0°36'45" L=10.69'CB=N52°13'36"W CD=10.69'N37°28'37"E(R) N51°55'14"W7.02'(1)
R=1250.00' Δ=0°27'29" L=9.99'CB=N52°08'59"W CD=9.99'N37°37'17"E(R) N52°09'40"W54.77'42.78'

BASIS OF BEARINGS

12.5' PUE

12.5' PUE 12.5' PUE

12.5' PUE
21'
21'
29'
21'21'
EXISTING IOD(1) 21'21'
N50°14'33"W 2.58'(1)R=1271.00'Δ=0°34'00"L=12.57'CB=N52°12'14"WCD=12.57'(OA)N37°30'46"E(R)119.57'(1)(OA) N38°04'44"E20.90'(1)(OA)
Curve TableCurve #C1C2C3Radius1000.00'979.00'1021.00'Delta28°00'15"28°00'15"28°00'15"Length488.77'478.50'499.03'Chord BearingN65° 55' 22"WN65° 55' 22"WN65° 55' 22"W ChordLength483.92'473.75'494.08'
SEE SHEET 2 FOR NOTES, REFERENCES, BASIS OF BEARINGS AND LEGENDCITY OF ROSEVILLE PLACER COUNTY CALIFORNIA FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 2 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FFOF MAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 518431.PH5.V12JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 2 3 SEE SHEET 4

SERENDIPITY DRIVE

BENCHMARK DRIVE

ROOTSTOCK PLACE
DETAIL "3A"NOT TO SCALE
SEE DETAIL 3AON THIS SHEET
LOT A

BOOK OF MAPS, PAGE

ROOTSTOCKWAY

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Δ=1°11'16"L=24.27'CB=N52°30'52"WCD=24.27'
5,642 SF102
N68°38'11"W 108.31'N63°10'21"W 108.54'N57°04'33"W 108.76' CD=59.58'CB=N54°33'57"WΔ=2°54'56"L=59.59'CD=59.58'CB=N57°28'53"WΔ=2°54'56"L=59.59'CD=59.58'CB=N60°23'49"WΔ=2°54'56"L=59.59'CD=59.58'CB=N63°18'44"WΔ=2°54'56"L=59.59'CD=59.58'CB=N66°13'40"WΔ=2°54'56"L=59.59'CD=59.58'CB=N69°08'36"WΔ=2°54'56"L=59.59' CD=60.57'CB=N60°54'45"WΔ=3°32'43"L=60.58'CD=60.57'CB=N64°27'28"WΔ=3°32'43"L=60.58'CD=60.57'CB=N68°00'12"WΔ=3°32'43"L=60.58'CD=60.57'CB=N71°32'55"WΔ=3°32'43"L=60.58'CD=56.27'CB=N54°11'33"WΔ=3°09'30"L=56.28'CD=56.27'CB=N57°21'03"WΔ=3°09'30"L=56.28'CD=56.27'CB=N60°30'33"WΔ=3°09'30"L=56.28'CD=56.27'CB=N63°40'02"WΔ=3°09'30"L=56.28'CD=56.27'CB=N66°49'32"WΔ=3°09'30"L=56.28'CD=56.27'CB=N69°59'02"WΔ=3°09'30"L=56.28' CD=60.57'CB=N57°22'02"WΔ=3°32'43"L=60.58'CD=60.57'CB=N53°49'19"WΔ=3°32'43"L=60.58' 120 119 118
124
123 122 121
108 109107
103 104 105 106
125
126 30
102
101
144143142141
137
136
140
139
138
145
R=979.00'Δ=28°00'15"L=478.50'CB=N65°55'22"WCD=473.75'(OA)R=1021.00'Δ=28°00'15"L=499.03'CB=N65°55'22"WCD=494.08'(OA) R=1171.00'Δ=37°44'03"L=771.21'CB=N70°47'16"WCD=757.34'(OA)(1) R=1000.00'Δ=28°00'15"L=488.77'CB=N65°55'22"WCD=483.92'(OA) N37°57'02"E(R) 119.50'
N37°23'12"E(R) 101.03'
N38°04'46"E 101.00'
N34°24'19"E(R) 117.73'N30°51'36"E(R) 121.72'N27°18'53"E(R) 137.27'N23°46'10"E(R) 149.15'N20°13'27"E(R) 157.59'S16°40'44"W(R) 162.77' N34°13'42"E(R) 101.59'N31°04'12"E(R) 101.88'N27°54'43"E(R) 101.95'N24°45'13"E(R) 102.49'N21°35'43"E(R) 101.71'N18°26'13"E(R) 102.87' N36°53'30"E(R) 101.00'N33°58'35"E(R) 103.38'N31°03'39"E(R) 103.00'N28°08'44"E(R) 105.63'N25°13'48"E(R) 105.50'N22°18'52"E(R) 107.78'N19°23'57"E(R) 107.30' N51°55'14"W 507.97'(OA)(1)N77°23'06"W 237.94'(1)
N51°55'14"W 399.57'(OA)
6,045 SF1206,037 SF119
6,002 SF1245,993 SF1236,055 SF1226,024 SF121
6,126 SF1086,077 SF107
5,836 SF1035,890 SF1045,951 SF1056,019 SF106
8,923 SF1448,577 SF1438,056 SF1427,342 SF1416,672 SF1406,765 SF139 N52°09'40"W 54.77'54.43'54.33'54.34'54.21'54.20'54.11'58.77'N74°09'05"W 3.16'49.54'12.41'61.91'34.22'27.76'61.88'19.13'42.78'

53.26'33.60'20.98'54.81'53.05'51.77'50.92'6.41'

32.59'N51°55'14"W7.02'(1)N38°04'46"E29.00'(1)N51°55'14"W431.88'(1)(OA)

11.99'

12.5' PUE

12.5' PUE
21'21'

BASIS OF BEARINGS
R=1200.00'Δ=38°24'20"L=804.36'CB=N71°07'24"WCD=789.39'(OA)(1) N51°55'14"W 7.02'(1)Δ=1°44'06" L=36.34'CB=N52°47'17"W CD=36.34'(1) Δ=11°24'48"L=239.04'CB=N74°53'06"WCD=238.64'(1)
21'21'
19'(1) 29'(1)
S36°20'40"W(R)
S20°49'18"W(R)

12.5' PUE
Δ=15°31'22"L=325.11'CB=N61°25'01"WCD=324.12'(1) 19'(1) 19'(1)

BENCHMARKDRIVE

SERENDIPITYDRIVE

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R=250.00' Δ=11°46'17" L=51.36'CB=N00°12'42"W CD=51.27' (1) N74°09'05"W 108.15'Δ=6°28'10"L=132.22'CB=N86°25'12"WCD=132.15' CD=59.58'CB=N72°03'31"WΔ=2°54'56"L=59.59'CD=59.58'CB=N74°58'27"WΔ=2°54'56"L=59.59'CD=59.58'CB=N77°53'23"WΔ=2°54'56"L=59.59'CD=78.43'CB=N81°15'59"WΔ=3°50'17"L=78.44' Δ=22°49'18"L=91.21'CB=N61°18'46"WCD=90.61' Δ=22°49'18"L=91.21'CB=N38°29'28"WCD=90.61'CD=36.44'CB=N78°54'08"WΔ=2°02'42"L=36.44' CD=56.27'CB=N73°08'32"WΔ=3°09'30"L=56.28'CD=56.27'CB=N76°18'02"WΔ=3°09'30"L=56.28' CD=60.57'CB=N75°05'38"WΔ=3°32'43"L=60.58'CD=52.25'CB=N78°23'44"WΔ=3°03'30"L=52.26' R=271.00'Δ=1°11'56"L=5.67'CB=N79°19'31"WCD=5.67'
114
115
119 118 117
116
111
112
113
108 109 110
144 145
LOT B
146
8,155 SF1147,278 SF115
6,030 SF1186,065 SF1176,381 SF116
6,106 SF1117,649 SF112 10,899 SF113
6,166 SF1096,199 SF110
8,493 SF1456,694 SF146
R=1000.00'Δ=28°00'15"L=488.77'CB=N65°55'22"WCD=483.92'(OA)R=979.00'Δ=28°00'15"L=478.50'CB=N65°55'22"WCD=473.75'(OA) R=1021.00'Δ=28°00'15"L=499.03'CB=N65°55'22"WCD=494.08'(OA) R=250.00'Δ=73°49'39"L=322.13'CB=N43°00'40"WCD=300.31' Δ=72°37'43"L=338.45'CB=N42°24'42"WCD=316.24'R=229.00'Δ=73°49'39"L=295.07'CB=N43°00'40"WCD=275.08' 26,435 SFPUELOT B N16°40'44"E(R) 162.77'N13°08'01"E(R) 137.00'101.48'N45°00'13"W 491.41'(1) N77°23'06"W 237.94'(OA)(1)
N00°19'33"W 106.57'(1)
N18°26'13"E(R) 102.87'N15°16'43"E(R) 101.78'N12°07'13"E(R) 103.79'N17°16'36"E(R) 106.80' N40°05'53"E(R) 95.40'
N62°55'11"E(R) 140.67'N06°48'53"E(R) 96.89'N10°39'10"E(R) 105.85'N13°34'05"E(R) 108.50'N16°29'01"E(R) 109.28'N19°23'57"E(R) 107.30' R=1171.00'Δ=37°44'03"L=771.21'CB=N70°47'16"WCD=757.34'(1) N89°40'27"E 46.26'(1)C1
R=26.00' Δ=86°34'44" L=39.29'CB=N47°02'11"W CD=35.66'(1) R=22.00' Δ=94°09'02" L=36.15'CB=N43°16'11"E CD=32.22'(1)N83°54'10"E (R)38.00'(1) N00°20'43"E6.00'(1)

62.43'

34.46'54.11'3.16'61.92'54.04'43.06'18.91'54.19'55.66'20.37'N73°45'44"W 51.83'

6.41'51.88'64.29'

4.00'
N11°16'27"E(R) 105.48'
Δ=7°12'05"L=28.78'CB=N76°19'27"WCD=28.76'

21.00'17.00'
N75°05'30"W 74.56'
205.90'
169.33'(1)
C2
R=267.00'Δ=74°58'44"L=349.40'CB=N41°14'11"WCD=325.00'
Δ=23°16'30"L=93.03'
CB=N15°26'34"WCD=92.39'
R=1200.00'Δ=38°24'20"L=804.36'CB=N71°07'24"WCD=789.39'(OA)(1) N05°40'27"E6.42'(1)
Δ=11°24'48"L=239.04'CB=N74°53'06"WCD=238.64'(1)
Δ=9°44'03"L=203.87'CB=N85°27'32"WCD=203.63'(1) N89°40'27"E27.81'(1) N89°40'27"E 228.99'(1)119
108
144
S20°49'18"W(R)
S09°24'30"W(R)

12.5' PUE

12.5' PUE
21'21'
21'21'17'
29'(1) 19'(1)19'(1)
19'(1)
24'(1)
24'(1)24'(1)
29'(1)

12.5' PUE

12.5' PUE
AREA A30' PRIVATE ACCESSEASEMENT PER (1)
AREA A30' PRIVATE ACCESSEASEMENT PER (1)

SERENDIPITYDRIVE
Curve TableCurve #C1C2Radius229.00'267.00'Delta2°17'31"2°21'01"Length9.16'10.95'Chord BearingN04° 57' 05"WN04° 55' 20"WChordLength9.16'10.95'

LONE SYCAMORE

MARSHMELLOWDRIVE
STREET

C/L ROUNDHOUSE LOOP

HAPPY CAMPERWAY

BENCHMARK DRIVE

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RESOLUTION NO. 25-231

APPROVING A SUBDIVISION AGREEMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE AND ANTHEM UNITED CREEKVIEW DEVELOPMENT LIMITED

PARTNERSHIP, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT

ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, a Subdivision Agreement for the Creekview Phase 5 Villages 1 & 2, by and between the City of Roseville and Anthem United Creekview Development Limited Partnership, has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Subdivision Agreement is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

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City Council
Communication
Meeting Date: 7/16/2025
Item #: VII.31
File #: 0400-04-13-1 &
0400-07
Item ID: 2025-437

Title: Creekview Phase 5 Village 3 and Creekview Phase 5 Village 4 Subdivisions - Final Maps and Subdivision Agreement
Contact: Robert Medina 916-774-5517 [email protected]

SUMMARY
Staff recommends approval of the Creekview Phase 5 Village 3 and Creekview Phase 5 Village 4 final maps and approval of a Subdivision Agreement with Anthem United Creekview Development Limited Partnership. The Engineering Division has completed its review of the final maps and found them in compliance with the approved tentative maps. The Creekview Phase 5 Village 3 map will create 78 residential lots and 1 public landscape lot and the Creekview Phase 5 Village 4 will create 61 residential lots and 1 public landscape lot. The actions requested have no fiscal impact on the City's General Fund.

RECOMMENDATION
Staff recommends that the City Council:

1. Approve the Creekview Phase 5 Village 3 final map on file with the City Clerk and accept, on behalf of the public, the public utility easements offered thereon and accept, subject to improvement, Lot A and the rights of way offered thereon, and approve the abandonment of the easements as listed thereon; and

2. Approve the Creekview Phase 5 Village 4 final map on file with the City Clerk and accept, on behalf of the public, the public utility easements offered thereon and accept, subject to improvement, Lot A and the rights of way offered thereon, and approve the abandonment of the easements as listed thereon; and

3. Adopt the attached resolution approving the Subdivision Agreement and authorizing the City Manager to execute the agreement on behalf of the City.

BACKGROUND
The Development Services Department, Engineering Division, has reviewed the Creekview Phase 5 Village 3 final map and found that it is in compliance with the Subdivision Map Act and the City's Subdivision Ordinance and all conditions of the tentative map have been met. This map will create 78 residential lots and 1 public landscape lot.

The Development Services Department, Engineering Division, has also reviewed the Creekview Phase 5 Village 4 final map and found that it is in compliance with the Subdivision Map Act and the City's Subdivision Ordinance and all conditions of the tentative map have been met. This map will create 61 residential lots and 1 public landscape lot.

Creekview Phase 5 Villages 3 and 4 are being constructed concurrently with one improvement plan set,

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however each Village Final Map will be approved and recorded separately. In order to ensure that all of the developer's improvement plan obligations are fulfilled, the improvements for both Villages will be secured under a single subdivision agreement.

FISCAL IMPACT
There is no fiscal impact to the City's General Fund associated with this approval.

ENVIRONMENTAL REVIEW
Development of the Creekview Phase 5 Village 3 and Creekview Phase 5 Village 4 projects were previously evaluated in the Creekview Specific Plan EIR (certified September 19, 2012 SCH No. 2008032017), and identified in the associated Creekview Specific Plan. Construction of the Creekview Phase 5 Village 3 and Creekview Phase 5 Village 4 projects are found to be within the scope of the project covered by the Creekview Specific Plan EIR, and are therefore exempt from CEQA pursuant to Section 15182. As discussed in the Specific Plan EIR, the EIR provides environmental analyses of community infrastructure and facilities, including residential subdivisions. Because the projects are consistent with the Creekview Specific Plan EIR and Specific Plan, no new effects would be expected to occur and all applicable mitigation measures from the Creekview Specific Plan EIR will be implemented during the design and construction of Creekview Phase 5 Village 3 and Creekview Phase 5 Village 4. Because the proposed projects meet the requirements identified in the State CEQA Guidelines Section 15183, no additional CEQA review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth

Respectfully Submitted,
Robert Medina, Assistant Engineer

Mike Isom, Development Services Director

ATTACHMENTS:

1. Vicinity Map

2. Final Map

3. Resolution 25-232

4. Subdivision Agreement

REVIEWERS:

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Dominick Casey, City Manager Department - City Manager Approved - 7/1/2025 Katrina Six, City Clerk Department Final Approval - 7/2/2025

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VICINITY MAP
CREEKVIEW PHASE 5 VILLAGE 3
CityofRoseville
Placer County
OaksBlvd.BlueFiddyment RoadPleasant Grove

CITY LIMITS (TYP)
WoodcreekWest RosevilleSpecific PlanArea
Santucci Blvd.

Oaks
(future)Westbrook Blvd.

SITE
Blvd.

Blvd.

Baseline Road

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VICINITY MAP
CREEKVIEW PHASE 5 VILLAGE 4
CityofRoseville
Placer County
OaksBlvd.BlueFiddyment RoadPleasant Grove

CITY LIMITS (TYP)
WoodcreekWest RosevilleSpecific PlanArea
Santucci Blvd.

Oaks
(future)Westbrook Blvd.

SITE
Blvd.

Blvd.

Baseline Road

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BOOK OF MAPS, PAGE
THE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANY RECORD TITLEINTEREST IN THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION SHOWN UPON THIS FINAL MAP OF"CREEKVIEW PHASE 5 VILLAGE 3" AND THEY HEREBY CONSENT TO THE PREPARATION ANDRECORDATION OF THIS FINAL MAP AND HEREBY OFFER FOR DEDICATION AND DO HEREBY DEDICATEFOR SPECIFIC PURPOSES THE FOLLOWING:THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS EASEMENTS FOR PUBLIC PURPOSES:(A)A PUBLIC EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF, BUT NOT LIMITED TOELECTROLIERS, WATER AND GAS PIPES, SEWER AND DRAINAGE PIPES, AND FOR UNDERGROUNDWIRE AND CONDUITS FOR ELECTRIC, TELEPHONE AND TELEVISION SERVICES AND TRAFFICCONTROL APPURTENANCES TOGETHER WITH ANY AND ALL APPURTENANCES PERTAININGTHERETO ON, OVER, UNDER AND ACROSS LOT A, THE STREETS SHOWN HEREON AS BENCHMARKDRIVE, PRESERVE DRIVE, TIMBER WAY, SARSAPARILLA STREET, AND BEEHIVE COURT AND THOSESTRIPS OF LAND LYING CONTIGUOUS TO THE RIGHTS-OF-WAY AS SHOWN HEREON ANDDESIGNATED "PUE" (PUBLIC UTILITY EASEMENT).THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES:(A)AS PUBLIC RIGHTS-OF-WAY (INCLUDING ALL IMPROVEMENTS THEREON) THE STREETS SHOWNHEREON AS BENCHMARK DRIVE, PRESERVE DRIVE, TIMBER WAY, SARSAPARILLA STREET, ANDBEEHIVE COURT.(B)LOT A AS SHOWN HEREON TO THE CITY OF ROSEVILLE FOR LANDSCAPING AND AS PUBLICRIGHT-OF-WAY.

OWNER'S STATEMENT
1 A WASHINGTON LIMITED PARTNERSHIPBY:ANTHEM UNITED CREEKVIEW DEVELOPMENTS LIMITED PARTNERSHIP, MACKAY & SOMPS CIVIL ENGINEERS, INC.PEDRO JARQUIN, PLS 8268EXPIRATION DATE: DECEMBER 31, 2025 THIS MAP OF "CREEKVIEW PHASE 5 VILLAGE 3" WAS PREPARED BY ME OR UNDER MY DIRECTION AND ISBASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAPACT AND LOCAL ORDINANCE AT THE REQUEST OF ANTHEM UNITED CREEKVIEW DEVELOPMENTS LIMITEDPARTNERSHIP, IN JANUARY, 2019, I HEREBY STATE THAT THE SURVEY IS TRUE AND COMPLETE ASSHOWN, THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATEDOR THAT THEY WILL BE SET IN THOSE POSITIONS BEFORE DECEMBER 31, 2027, AND THAT THEMONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THISFINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP.

SURVEYOR'S STATEMENT
BY:DATE:
, A NOTARY PUBLIC

NOTARY'S ACKNOWLEDGMENT
MY PRINCIPAL PLACE OF BUSINESS IS COUNTYMY COMMISSION EXPIRES:

COUNTY OF STATE OF CALIFORNIA WITNESS MY HAND AND OFFICIAL SEAL.

NOTARY'S ACKNOWLEDGMENT
MY PRINCIPAL PLACE OF BUSINESS IS COUNTYMY COMMISSION EXPIRES:

COUNTY OF STATE OF CALIFORNIA WITNESS MY HAND AND OFFICIAL SEAL.

LICENSE EXPIRES: SEPTEMBER 30, 2026CITY ENGINEER, CITY OF ROSEVILLEMARC STOUT, R.C.E. 69879 DATE: BY: CITY CLERK, CITY OF ROSEVILLEASSISTANT CITY CLERK I HEREBY STATE THAT I HAVE EXAMINED THIS FINAL MAP OF "CREEKVIEW PHASE 5 VILLAGE 3" AND FINDIT TO BE SUBSTANTIALLY THE SAME AS THE TENTATIVE MAP ON FILE AND ANY APPROVED ALTERATIONSTHEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND ALL APPLICABLE CITY ORDINANCESHAVE BEEN COMPLIED WITH.

I HEREBY STATE THAT I AM SATISFIED THIS FINAL MAP OF "CREEKVIEW PHASE 5 VILLAGE 3" ISTECHNICALLY CORRECT.FOR MARC STOUT, CITY ENGINEER, CITY OF ROSEVILLEDATE:

DATE:

EXPIRES DECEMBER 31, 2025TIMOTHY G. BLAIR, PLS 8278.

CITY ENGINEER'S STATEMENT

I HEREBY CERTIFY THAT THE CITY COUNCIL, CITY OF ROSEVILLE, HAS APPROVED THIS FINAL MAP OF"CREEKVIEW PHASE 5 VILLAGE 3", AND HAS ACCEPTED ON BEHALF OF THE PUBLIC, THE PUBLIC UTILITYEASEMENTS OFFERED HEREON FOR DEDICATION AND HAS ACCEPTED, SUBJECT TO IMPROVEMENT, LOTA AND THE RIGHTS-OF-WAY OFFERED HEREON FOR DEDICATION, AND HEREBY APPROVES THEABANDONMENT OF THE RIGHT OF WAY AND EASEMENT LISTED WITHIN NOTE 5 ON SHEET 2.

TRUSTEE'S STATEMENT

CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 3 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FF OFMAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 818431.CV.PH5.V3JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 3 FIRST AMERICAN TITLE INSURANCE COMPANY, AS TRUSTEE UNDER THAT CERTAIN CONSTRUCTION DEEDOF TRUST AND SECURITY AGREEMENT RECORDED ON JUNE 29, 2023, AS INSTRUMENT NO. 2023-0033905,ORPC, AND AS MODIFIED BY INSTRUMENT NO. 2023-0033906 ORPC, HEREBY CONSENTS TO THERECORDING OF THIS MAP AND THE SUBDIVISION OF THE LANDS SHOWN HEREON.

NAME:TITLE:

BY:NAME:TITLE:

Page 1367 of 1759 ends

21 70686971727374757677
4546444847
78 27 2322262524
49 28
5859606162
555657
40393837
434241
636465
30313233363534
6766
5 13
678
1 9
2 10
3 11
4 12
201918171614LOT A15
N00°08'59"W 774.59'
(1)(OA)
R=1000.00'Δ=37°37'00"L=656.54'CB=N71°20'28"WCD=644.81'(1) N38°04'46"E 118.98'(1)
R=1500.00'Δ=18°32'08"L=485.26'
CB=N28°48'42"ECD=483.14'(1)
N19°32'38"E 160.98'(1)N32°04'34"E21.51'(1)N19°32'38"E105.00'(1)N70°27'22"W 202.66'(1)N75°46'39"W 134.72'(1) N56°12'33"W 156.38'(1)R=30.00'Δ=56°03'34"L=29.35'CB=N28°10'46"WCD=28.20'(1)R=30.00'Δ=19°34'06"L=10.25'CB=N65°59'36"WCD=10.20'(1) N89°51'01"E 271.90'(1)
N37°28'02"E(R)
535251545029 BEEHIVECOURT

TIMBERWAY

SARSAPARILLASTREET

BENCHMARKDRIVE

BOOK OF MAPS, PAGE

1.ALL CURVES ARE DIMENSIONED WITH RADIUS, DELTA, ARC LENGTH, CHORD BEARING AND CHORDLENGTH. DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF AND ARE "GROUND"DISTANCES. DUE TO ROUNDING, THE SUM OF INDIVIDUAL DIMENSIONS MAY NOT EQUAL THEOVERALL DIMENSION.2.TOTAL AREA FOR THIS SUBDIVISION IS 13.968± ACRES, CONSISTING OF 78 RESIDENTIAL LOTS,1 LANDSCAPE LOT.3.ALL FRONT LOT CORNERS WILL BE SET WITH A 1" DIAMETER BRASS DISC STAMPED "LS 8268" IN THESIDEWALK ON THE EXTENSION OF SIDE LOT LINES 1.00 FOOT FROM THE FRONT PROPERTY LINEUNLESS OTHERWISE NOTED.4.ALL REAR LOT CORNERS AND ANGLE POINTS WILL BE SET WITH A 5/8" REBAR, 18" LONG, WITHPLASTIC CAP STAMPED "LS 8268". WHERE MONUMENTS FALL WITHIN A SOUND WALL OR CONCRETEFOOTING A 5/8" REBAR WITH PLASTIC CAP STAMPED "LS 8268" WILL BE SET ON THE SIDE LOT LINEON A 4.00 FOOT OFFSET TO THE REAR LOT CORNER OR A 3/4" DIAMETER BRASS TAG STAMPED "LS8268" WILL BE SET WITH EPOXY TO THE FACE OF WALL 2.00 FOOT ABOVE GROUND OR ON TOP OFWALL WHERE AN OFFSET MONUMENT CANNOT BE SET.5.PURSUANT TO GOVERNMENT CODE SECTION 66434(G), THE FOLLOWING RIGHT OF WAY ANDEASEMENT, NOT SHOWN HEREON, IS HEREBY ABANDONED:a.THE PORTION OF THE FIFTY EIGHT (58) FOOT IRREVOCABLE OFFER OF DEDICATION(IOD) BENCHMARK DRIVE OVER LOT 3 ON THAT CERTAIN FINAL MAP ENTITLED "CREEKVIEW -PHASE 3 LARGE LOT SUBDIVISION", FILED FOR RECORD ON DECEMBER 2, 2021 IN BOOK FF OFMAPS , AT PAGE 84, PLACER COUNTY RECORDS.b.12.5' PUE ALONG THE SOUTHERLY IOD OF BENCHMARK DRIVE, WITHIN LOT 3 AS SHOWN ON THATCERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOT SUBDIVISION", FILED FORRECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS , AT PAGE 84, PLACER COUNTY RECORDS.6.A PRELIMINARY SOILS REPORT WAS PREPARED BY GEOCON CONSULTANTS, INC. DATEDAUGUST, 2014; PROJECT NO. S9578-05-05 AND ON FILE WITH THE CITY OF ROSEVILLE DEVELOPMENTSERVICES - ENGINEERING DEPARTMENT, FILE NO. 308-885.

NOTES
THE BASIS OF BEARINGS FOR THIS MAP IS NORTH 00°08'59" WEST ALONG THE WESTERLY BOUNDARYLINE OF LOT 3 AS SHOWN ON THAT CERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION" FILED FOR RECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS, AT PAGE 84, PLACERCOUNTY RECORDS.(1)FF MAPS 84 BASIS OF BEARINGS:REFERENCES:

OVERALL(OA)RADIAL BEARING(R)SHEET INDEX NUMBEROFFICIAL RECORDS OF PLACER COUNTYORPCIRREVOCABLE OFFER OF DEDICATIONIODPUEPUBLIC UTILITY EASEMENT

ADJACENT PROPERTYRIGHT-OF-WAYIODBOUNDARYLOT LINEEASEMENT

SFSQUARE FEETX
LEGEND:

CENTER LINE

CHORD BEARINGCBCHORD DISTANCECD
SET COPPERWELD SURVEY MONUMENT WITH CENTERPUNCH IN MONUMENT WELL STAMPED "LS 8268"5/8" REBAR WITH PLASTIC CAP STAMPED"LS 9265" TO BE SET PER (1) 2 DIMENSION POINT

PRESERVE DRIVE

PRESERVE DRIVE
6 3
4 5
7 12.5' PUE(1)58' IOD(1)BENCHMARK DRIVE

12.5' PUE(1)29' IOD(1)

12.5' PUE(1)

BASIS OF BEARINGS

ASSESSOR'S PARCEL NUMBERAPN

Page 1368 of 1759 ends

N74°18'17"W 99.81'(OA)N80°52'27"W 99.81'N87°25'15"W 99.92' CD=53.74'CB=N76°54'42"WΔ=3°59'41"L=53.76'CD=53.74'CB=N80°54'23"WΔ=3°59'41"L=53.76'CD=53.74'CB=N84°54'04"WΔ=3°59'41"L=53.76'CD=43.74'CB=N88°31'27"WΔ=3°15'04"L=43.75' CD=45.86'CB=N88°47'47"WΔ=2°42'22"L=45.86'CD=55.66'CB=N85°48'04"WΔ=3°17'05"L=55.67'CD=55.66'CB=N79°13'54"WΔ=3°17'05"L=55.67'CD=55.66'CB=N75°56'49"WΔ=3°17'05"L=55.67'CD=55.66'CB=N82°30'59"WΔ=3°17'05"L=55.67' N89°51'01"E 111.00'

65.00'
N89°51'01"E 88.00'N00°08'59"W(R) 5.00'R=21.00' Δ=90°00'00" L=32.99'CB=N45°08'59"W CD=29.70'N26°42'53"W 2.24'47.00'N89°51'01"E 110.00'

55.00'

55.00'N89°51'01"E 110.00'

52.50'

52.50'N89°51'01"E 110.00'

52.50' 52.50'N89°51'01"E 110.00'

29.00'131.00'
255.00'
N89°51'01"E 145.98'R=771.00'Δ=33°15'30"L=447.54'CB=N73°31'14"WCD=441.28'(OA) N15°05'09"E(R) 102.04'N11°05'28"E(R) 103.20'

14.11'46.87'
N07°05'47"E(R) 103.23'

49.91'
N03°06'05"E(R) 103.38'

36.28'24.76'

10.20'N00°08'59"W 104.82'

50.02'50.50'3.79'

54.28'
N00°08'59"W 105.00'

40.50'
R=20.00'Δ=90°00'00"L=31.42'CB=N45°08'59"WCD=28.28'85.00'82.00' R=21.00'Δ=90°00'00"L=32.99'CB=N44°51'01"ECD=29.70'
N00°08'59"W(R) 5.00'38.50'
N00°08'59"W 100.00'

50.50'
N00°08'59"W 100.00'

8.90'
N02°33'24"E(R) 101.41'N05°50'29"E(R) 100.00'N09°07'33"E(R) 101.43'N12°24'38"E(R) 100.00'N15°41'43"E(R) 101.43' 140.90'
5,900 SF605,898 SF615,955 SF625,905 SF635,700 SF646,267 SF65 5,050 SF676,043 SF667,143 SF1
6,050 SF2
5,775 SF3
5,775 SF4
5,328 SF705,287 SF685,327 SF69 5,328 SF715,328 SF72
N89°51'01"E 271.90'(1)
N00°08'59"W 774.59'(1)
N89°51'01"E 97.90'
N00°08'59"W 652.96'(OA)
N89°51'01"E(R)
N00°08'59"W 758.61'(OA)N00°08'59"W 167.00'60.50' 59.86' S89°51'01"W(R)N26°24'56"E 2.24'
R=971.00'Δ=35°00'23"L=593.26'CB=N72°38'47"WCD=584.07'(OA) R=1000.00'Δ=37°37'00"L=656.54'CB=N71°20'28"WCD=644.81'(1)

49.91'
R=750.00'Δ=33°15'30"L=435.35'CB=N73°31'14"WCD=429.26'(OA)

49.91'60.94'49.91'
503.61'
N89°51'01"E 104.98'
Δ=14°47'16"L=258.10'CB=N82°45'20"WCD=257.38'
21'21'
21'21'
21'
21'21'
29'
29'
29'
21'21'
BENCHMARKDRIVE 29'
29'

PRESERVE DRIVE

12.5' PUE(1)IOD(1)
SEE SHEET 5
SEE SHEET 4

12.5' PUE

12.5' PUE 12.5' PUE

BASIS OF BEARINGS

12.5' PUE

12.5' PUE12.5' PUE

12.5' PUE

BOOK OF MAPS, PAGE
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES

Page 1369 of 1759 ends

R=1000.00Δ=0°36'45"L=10.69'CB=N52°13'36"WCD=10.69'(1)
R=21.00Δ=93°13'22"L=34.17'CB=N08°31'55"WCD=30.52'CD=53.74'CB=N72°55'01"WΔ=3°59'41"L=53.76' N34°51'24"E(R)5.00'N67°44'07"W 99.81'N74°18'17"W 99.81'(OA) Δ=88°28'31"L=30.88'CB=N78°52'15"ECD=27.91'
Δ=0°23'49"L=10.54'CB=N37°52'51"ECD=10.54'
N56°53'29"W12.60'Δ=2°04'52"L=28.00'CB=N57°55'55"WCD=28.00' CD=53.24'CB=N60°57'04"WΔ=3°57'27"L=53.26'
CD=53.74'CB=N64°55'38"WΔ=3°59'41"L=53.76'
CD=53.74'CB=N68°55'20"WΔ=3°59'41"L=53.76'
CD=55.66'CB=N72°39'44"WΔ=3°17'05"L=55.67'CD=55.66'CB=N69°22'39"WΔ=3°17'05"L=55.67'CD=55.66'CB=N66°05'34"WΔ=3°17'05"L=55.67' CD=55.66'CB=N62°48'29"WΔ=3°17'05"L=55.67'
CD=55.66'CB=N59°31'24"WΔ=3°17'05"L=55.67'
CD=46.39'CB=N56°30'44"WΔ=2°44'16"L=46.40'
R=750.00'Δ=33°15'30"L=435.35'CB=N73°31'14"WCD=429.26'(OA) N56°53'29"W(R) 53.05'
N31°01'39"E(R) 101.40'

9.66'N55°56'31"W 58.94'N27°04'12"E(R) 101.75'

20.01'N59°31'24"W 49.93'N23°04'31"E(R) 101.34'

30.96'29.92'
R=771.00'Δ=33°15'30"L=447.54'CB=N73°31'14"WCD=441.28'(OA) N19°04'50"E(R) 102.60'

60.87'49.91'7.98'
N18°58'48"E(R) 100.00'N22°15'53"E(R) 101.43'N25°32'58"E(R) 100.00'N28°50'03"E(R) 100.00'N32°07'08"E(R) 100.00' R=1521.00'Δ=3°26'46"L=91.48'
CB=N36°21'23"ECD=91.47'
N11°30'52"E 2.24'
N38°04'46"E 70.53'
R=1000.00Δ=37°37'00"L=656.54'CB=N71°20'28"WCD=644.81'(1) N38°04'46"E 118.98'(1)
R=1500.00'Δ=18°32'08"L=485.26'CB=N28°48'42"ECD=483.14'(1)(OA) 6,418 SF785,823 SF585,868 SF59
6,361 SF555,768 SF565,836 SF57
5,328 SF735,328 SF745,328 SF755,292 SF765,292 SF77

52.94'49.91'
N15°41'43"E(R) 101.43'
N15°05'09"E(R) 102.04'
Δ=3°02'57"L=80.94'
CB=N36°09'28"ECD=80.94'N52°19'03"W(R)
N37°28'02"E(R)
S51°55'14"E(R)
Δ=4°58'15"L=130.13'CB=N35°35'39"ECD=130.09'

49.91'
N62°48'29"W 49.93'40.27'
Δ=9°30'13"L=248.80'
CB=N28°21'25"ECD=248.52'
R=20.00'
Δ=22°49'44"L=398.44'CB=N63°56'50"WCD=395.81'
29'

BENCHMARKDRIVE
29'
21'21'
21'21'
24'29'29'

TIMBERWAY

BOOK OF MAPS, PAGE

12.5' PUE(1)
58' IOD(1)
SARSAPARILLA STREET12.5' PUE(1)

12.5' PUE

12.5' PUE(1)

12.5' PUE

12.5' PUE 12.5' PUE

12.5' PUE

12.5' PUE
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES IOD(1)

Page 1370 of 1759 ends

CD=58.70'CB=N70°34'12"WΔ=4°36'52"L=58.71'CD=58.70'CB=N75°11'04"WΔ=4°36'52"L=58.71'CD=58.70'CB=N79°47'56"WΔ=4°36'52"L=58.71'CD=58.70'CB=N84°24'49"WΔ=4°36'52"L=58.71'CD=43.62'CB=N88°26'07"WΔ=3°25'44"L=43.63'52.50' 52.50'N89°51'01"E 110.00'

51.50' 51.50'N89°51'01"E 110.00'

52.00'

52.00'N89°51'01"E 110.00'

52.00' 52.00'N89°51'01"E 110.00'

52.00'

52.00'N89°51'01"E 110.00'

52.00'

52.00'
N00°08'59"W 758.61'(OA)

40.50'R=20.00'Δ=90°00'00"L=31.42'CB=N44°51'01"ECD=28.28'83.00'

52.00'52.00'52.00'

52.00'

13.22'51.26'
N89°51'01"E 100.00'N24°17'52"W 83.59'(OA)
N89°51'01"E 100.00'

85.40'52.00'
N89°51'01"E 100.00'

52.00'
N89°51'01"E 140.61'65.98'
N89°51'01"E 111.76'51.26'N62°18'39"W(R)55.61'24.58'33.03' N00°08'59"W 103.00'N00°08'59"W 103.00'N03°16'45"E(R) 127.89'N07°53'38"E(R) 123.13' N90°00'00"W 98.75'
N12°30'30"E(R) 114.29'

49.93'N73°50'24"W 49.46'
6,229 SF396,419 SF386,751 SF37
5,806 SF29
5,200 SF30
5,200 SF31
6,256 SF32
7,466 SF33
6,182 SF365,280 SF356,146 SF34
5,775 SF5
5,665 SF6
5,720 SF7
5,720 SF8
5,720 SF9
5,720 SF10
5,720 SF11 56.99'
N00°08'59"W 52.00'(1)(OA)
N89°51'01"E 110.00'
503.61'
255.00' R=750.00'Δ=33°15'30"L=435.35'CB=N73°31'14"WCD=429.26'(OA)N89°51'01"E 104.98'N89°51'01"E 145.98'R=729.00'Δ=33°15'30"L=423.16'CB=N73°31'14"WCD=417.24'(OA) 6,338 SF40N17°07'22"E(R) 115.45'
N00°08'59"W 423.99'(OA)N00°08'59"W 652.96'(OA)

60.50'
N37°50'13"E 99.01'74.43'

18.60'
N00°08'59"W 104.00'

48.82' 20.10'29.36'N66°47'00"W 49.38'N21°44'14"E(R) 118.71' N89°51'01"E 110.00'N89°51'01"E 123.31'
21'
21'
21'21'
21'

TIMBERWAY
21'21'
21'21'

BOOK OF MAPS, PAGE

12.5' PUE12.5' PUE

BASIS OF BEARINGS
SEE SHEET 6
SEE SHEET 7
SEE SHEET 3SEE SHEET 4
SEE SHEET 6
SEE SHEET 4

12.5' PUE

12.5' PUE 12.5' PUE

PRESERVE DRIVE
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES

Page 1371 of 1759 ends

R=20.00'Δ=88°28'31"L=30.88'CB=N12°39'13"WCD=27.91'
N70°27'22"W 109.87'
CD=40.08'CB=N67°53'34"WΔ=2°14'58"L=40.09'
CD=27.26'CB=N57°57'45"WΔ=2°08'33"L=27.26'CD=58.70'CB=N61°20'28"WΔ=4°36'52"L=58.71' N66°47'00"W 209.22'
N00°08'59"W 104.00'
N37°50'13"E 99.01'
CD=41.24'CB=N68°00'24"WΔ=2°24'49"L=41.24'CD=50.02'CB=N70°40'38"WΔ=2°55'39"L=50.02'CD=37.00'CB=N73°13'26"WΔ=2°09'57"L=37.01'CD=36.63'CB=N87°44'22"EΔ=50°25'18"L=37.84'CD=42.80'CB=N37°11'59"WΔ=59°41'59"L=44.80' CD=42.71'CB=N22°25'40"EΔ=59°33'20"L=44.70'
CD=44.14'CB=N83°05'15"EΔ=61°45'49"L=46.35'CD=23.22'CB=N50°22'09"WΔ=31°19'24"L=23.51'CD=48.16'CB=N73°10'34"WΔ=2°42'11"L=48.17'CD=50.02'CB=N70°25'16"WΔ=2°48'25"L=50.02' CD=58.70'CB=N65°57'20"WΔ=4°36'52"L=58.71'
N66°23'42"W(R)33.67'
R=1000.00'Δ=11°21'48"L=198.33'CB=N72°04'35"WCD=198.00'
Δ=4°03'40"L=106.32'CB=N21°34'28"ECD=106.30'
R=1521.00'Δ=2°32'08"L=67.31'
CB=N20°48'42"ECD=67.31'R=20.00'Δ=88°52'47"L=31.02'CB=N22°21'37"WCD=28.01' Δ=17°12'59"L=13.52'CB=N82°54'54"WCD=13.47'Δ=25°56'54"L=20.38'CB=N75°30'09"ECD=20.21' Δ=37°18'38"L=29.30'CB=N53°21'46"WCD=28.79'Δ=2°30'35"L=1.97'CB=N73°16'22"WCD=1.97'R=20.00'Δ=88°06'11"L=30.75'CB=N69°10'49"ECD=27.81'Δ=3°17'41"L=87.47' CB=N26°46'35"ECD=87.45'
Δ=3°09'37"L=83.90'
CB=N30°00'14"ECD=83.89'
N56°53'29"W12.60'N21°44'14"E(R) 118.71'49.38'39.45' N26°21'06"E(R) 118.00'

50.04'49.17'N30°57'58"E(R) 113.29'

69.69'49.61'61.06'
N20°58'56"E(R) 107.47'N20°58'56"E 110.65'N20°58'56"E 116.24'N15°28'21"E 101.37'N37°47'39"W(R) 116.13' N82°39'00"E(R) 101.14'
N22°57'01"E(R) 100.25'N20°47'11"E 125.02'N20°47'11"E 114.17'N20°47'11"E(R) 114.91' 6,031 SF52
5,663 SF46
6,754 SF44
10,500 SF48
5,676 SF51
5,977 SF47
6,773 SF54
10,882 SF49
10,442 SF50
6,366 SF436,268 SF426,401 SF41
5,443 SF45
5,738 SF53
N19°32'38"E160.98'(1)(OA)
R=1500.00'Δ=18°32'08"L=485.26'CB=N28°48'42"ECD=483.14'(1)(OA) R=750.00'Δ=33°15'30"L=435.35'CB=N73°31'14"WCD=429.26'(OA) R=45.00' Δ=39°49'13" L=31.27'CB=N54°37'03"W CD=30.65'R=43.00'Δ=262°45'51"L=197.20' CB=N13°54'38"ECD=64.53'
R=45.00' Δ=43°09'53" L=33.90'CB=N84°06'39"E CD=33.11'R=979.00'Δ=7°30'24"L=128.27'CB=N70°33'12"WCD=128.17' R=1021.00'Δ=7°45'34"L=138.27'CB=N70°38'52"WCD=138.17'56.99'N24°17'52"W 83.59'52.00'18.60'

52.00'85.40'

24.58'

74.43'

33.03'

65.98'
N90°00'00"W 98.75'49.93'48.82'N73°50'24"W 49.46'20.10'29.36'

50.04'
R=1521.00'Δ=6°27'19"L=171.36'CB=N28°21'23"ECD=171.27'
Δ=9°30'13"L=248.80'CB=N28°21'25"ECD=248.52'
N56°53'29"W(R) 53.05'
N17°51'32"E(R)N01°31'24"W(R)
N23°58'09"E(R)
S17°58'55"W(R)N18°10'31"E(R)
N19°32'38"E119.98'(OA)N70°27'22"W60.91'N69°50'05"W50.00'N87°36'39"W52.69'54.00'55.87'26.61' R=729.00'Δ=33°15'30"L=423.16'CB=N73°31'14"WCD=417.24'(OA) N61°34'35"W(R)

24.98'
21'21'21'
21'
21'21'
21'21'
21'
21'
21'21'21'TIMBERWAY

SARSAPARILLASTREET

BEEHIVECOURT

BOOK OF MAPS, PAGE

12.5' PUE

12.5' PUE
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES

Page 1372 of 1759 ends

CD=49.96'CB=N76°11'50"WΔ=5°29'47"L=49.98'CD=27.21'CB=N71°57'09"WΔ=2°59'34"L=27.21' CD=37.90'CB=N81°01'48"WΔ=4°10'09"L=37.91'
CD=55.44'CB=N73°46'25"WΔ=6°38'06"L=55.47'CD=28.23'CB=N84°39'27"EΔ=31°30'14"L=28.59' CD=56.42' CB=N13°05'59"WΔ=65°42'48"L=59.64'
CD=30.09'CB=N62°46'24"WΔ=33°38'04"L=30.53'
N70°27'22"W 109.87'
N89°51'01"E 110.00'

52.00' 52.00'N89°51'01"E 110.00'

52.00' 29.96'R=32.00' Δ=28°14'33" L=15.77'CB=N13°58'18"E CD=15.61'Δ=8° 20' 09" L=7.57'CB=N23°55'30"E' CD=7.56'N89°51'01"E 103.11'

14.90'R=30.00' Δ=56°03'34" L=29.35'CB=N28°10'46"W CD=28.20'(1)52.59' R=52.00'Δ=139°11'15" L=126.32'CB=N41°30'03"WCD=97.47'N70°58'55"E 95.26'
N84°08'59"W28.92'R=500.00'Δ=13°41'37"L=119.50'CB=N77°18'10"WCD=119.21' N70°27'22"W 259.65'
N32°04'34"E(R)21.51'(1)50.00'50.00'50.00'50.00'50.00'4.99'Δ=3°27'38"L=28.93'CB=N78°49'17"WCD=28.93' R=32.00' Δ=30°32'35" L=17.06'CB=N84°10'37"E CD=16.86' 121.77'N10°24'34"E(R) 86.43'
R=30.00' Δ=19°34'06" L=10.25'CB=N65°59'36"W CD=10.20'(1)19.71'N12°54'32"E(R) 111.37'39.51'N19°32'38"E 109.41'N75°46'39"W 134.72'(1)N19°32'38"E 105.00'2.66'50.00'N19°32'38"E 105.00'

50.00'N19°32'38"E 105.00'

50.00'
N00°08'59"W 423.99'(OA)R=22.00'Δ=82°57'54"L=31.86'CB=N41°37'56"WCD=29.15' R=521.00'Δ=12°39'31"L=115.11'CB=N76°47'07"WCD=114.87' 23.40'N70°27'22"W 218.65'50.35'50.00'40.91' R=20.00'Δ=90°00'00"L=31.42'CB=N64°32'38"ECD=28.28'N19°32'38"E 119.98'95.00'N19°32'38"E 115.00' N70°27'22"W60.91'
N19°32'38"E 115.54'
N69°50'05"W50.00'
N19°32'38"E 100.00'
N87°36'39"W52.69'
N19°32'38"E 100.00'

54.00'
N16°33'04"E(R) 100.85'

55.87'N11°03'16"E(R) 110.94'

45.03'26.61'N89°51'01"E 123.31'
6,347 SF27
5,764 SF236,918 SF22
5,332 SF265,400 SF255,426 SF24
7,009 SF285,664 SF13
5,720 SF12
5,250 SF215,250 SF205,250 SF195,250 SF185,354 SF175,992 SF16 7,617 SF14
5,821 SFPUELOT A
7,256 SF15 N19°32'38"E 160.98'(1)

78.29'
N00°08'59"W 774.59'(1)(OA)N70°14'35"W(R)
N00°08'59"W 652.96'(OA)
S44°02'37"W(R)
N56°12'33"W 156.38'(1)N70°27'22"W 254.99'
R=479.00'Δ=10°05'44"L=84.40'CB=N75°30'14"WCD=84.29'

47.67'47.55'
N70°27'22"W 202.66'(1)N19°32'38"E 105.00'
(1)
N00°08'59"W 758.61'(OA)503.61'80.99'

54.00'
N24°17'52"W 83.59'(OA)21'21'
21'21'
21'21'
21'21'
21'
21'

BOOK OF MAPS, PAGE

BASIS OF BEARINGS
SEE SHEET 5SEE SHEET 612.5' PUE

12.5' PUE

PRESERVE DRIVE

SARSAPARILLA STREET
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES

Page 1373 of 1759 ends

70686971727374757677
45 5352
464448
51 47
78 5427
49 5028
5859606162
555657
434241
636465
3534
6766
5 13
678
1 9
2 10
3 11
4 12
21201918171614LOT A15
**
40393837
293031323336
2322262524

BENCHMARKDRIVE

TIMBERWAY

BEEHIVECOURTSARSAPARILLASTREET

BOOK OF MAPS, PAGE

CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 3 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FF OFMAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 818431.CV.PH5.V3JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 3 8 EACH RESIDENTIAL DWELLING CONSTRUCTED ON ANY OF THE LOTS INDICATED SHALL BE FITTEDWITH A SEWER BACKFLOW PREVENTER VALVE AS APPROVED BY THE CITY OF ROSEVILLLE. IT SHALLBE THE RESPONSIBILITY OF THE OWNER OF SAID DWELLING TO MAINTAIN THE VALVE AND PREVENTDAMAGE FROM OCCURRING THERETO. THE CITY OF ROSEVILLE SHALL NOT BE RESPONSIBLE FORTHE MAINTENANCE OR PERFORMANCE OF THE VALVE, AND THE CITY OF ROSEVILLE SHALL NOT BELIABLE FOR ANY DAMAGE OCCURRING TO ANY SUCH DWELLING OR ITS CONTENTS DUE TO FAILUREOF THE VALVE FOR ANY REASON WHATSOEVER.

ADDITIONAL INFORMATION FOR INFORMATIONALPURPOSES ONLY PURSUANT TO SECTION 66434.2 OFTHE GOVERNMENT CODE DENOTES SEWER BACKFLOW PREVENTER VALVE REQUIRED ON SANITARY SEWER CONNECTIONBY THE CITY OF ROSEVILLE WITH THE BUILDING PERMIT AND MAINTAINED THEREAFTER BY THEOWNER.LEGEND*

PRESERVE DRIVE

PRESERVE DRIVE
SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND, NOTES AND REFERENCES

Page 1374 of 1759 ends

BOOK OF MAPS, PAGE
THE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE ONLY PERSONS HAVING ANY RECORD TITLEINTEREST IN THE REAL PROPERTY INCLUDED WITHIN THE SUBDIVISION SHOWN UPON THIS FINAL MAP OF"CREEKVIEW PHASE 5 VILLAGE 4" AND THEY HEREBY CONSENT TO THE PREPARATION ANDRECORDATION OF THIS FINAL MAP AND HEREBY OFFER FOR DEDICATION AND DO HEREBY DEDICATEFOR SPECIFIC PURPOSES THE FOLLOWING:THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS EASEMENTS FOR PUBLIC PURPOSES:(A)A PUBLIC EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF, BUT NOT LIMITED TOELECTROLIERS, WATER AND GAS PIPES, SEWER AND DRAINAGE PIPES, AND FOR UNDERGROUNDWIRE AND CONDUITS FOR ELECTRIC, TELEPHONE AND TELEVISION SERVICES AND TRAFFICCONTROL APPURTENANCES TOGETHER WITH ANY AND ALL APPURTENANCES PERTAININGTHERETO ON, OVER, UNDER AND ACROSS LOT A, THE STREETS SHOWN HEREON AS BENCHMARKDRIVE, SARSAPARILLA STREET, ROUNDHOUSE LOOP, PRESERVE DRIVE, AND CARAVAN STREETAND THOSE STRIPS OF LAND LYING CONTIGUOUS TO THE RIGHTS-OF-WAY AS SHOWN HEREONAND DESIGNATED "PUE" (PUBLIC UTILITY EASEMENT).THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES:(A)AS PUBLIC RIGHTS-OF-WAY (INCLUDING ALL IMPROVEMENTS THEREON) THE STREETS SHOWNHEREON AS BENCHMARK DRIVE, SARSAPARILLA STREET, ROUNDHOUSE LOOP, PRESERVE DRIVE,AND CARAVAN STREET.(B)LOT A AS SHOWN HEREON TO THE CITY OF ROSEVILLE FOR LANDSCAPING AND AS PUBLICRIGHTS-OF-WAY.

OWNER'S STATEMENT
1 A WASHINGTON LIMITED PARTNERSHIPBY:ANTHEM UNITED CREEKVIEW DEVELOPMENTS LIMITED PARTNERSHIP, MACKAY & SOMPS CIVIL ENGINEERS, INC.PEDRO JARQUIN, PLS 8268EXPIRATION DATE: DECEMBER 31, 2025 THIS MAP OF "CREEKVIEW PHASE 5 VILLAGE 4" WAS PREPARED BY ME OR UNDER MY DIRECTION AND ISBASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAPACT AND LOCAL ORDINANCE AT THE REQUEST OF ANTHEM UNITED CREEKVIEW DEVELOPMENTS LIMITEDPARTNERSHIP, IN JANUARY, 2019, I HEREBY STATE THAT THE SURVEY IS TRUE AND COMPLETE ASSHOWN, THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATEDOR THAT THEY WILL BE SET IN THOSE POSITIONS BEFORE DECEMBER 31, 2027, AND THAT THEMONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THISFINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP.

SURVEYOR'S STATEMENT
BY:DATE:
, A NOTARY PUBLIC

NOTARY'S ACKNOWLEDGMENT
MY PRINCIPAL PLACE OF BUSINESS IS COUNTYMY COMMISSION EXPIRES:

COUNTY OF STATE OF CALIFORNIA WITNESS MY HAND AND OFFICIAL SEAL.

NOTARY'S ACKNOWLEDGMENT
MY PRINCIPAL PLACE OF BUSINESS IS COUNTYMY COMMISSION EXPIRES:

COUNTY OF STATE OF CALIFORNIA WITNESS MY HAND AND OFFICIAL SEAL.

LICENSE EXPIRES: SEPTEMBER 30, 2026CITY ENGINEER, CITY OF ROSEVILLEMARC STOUT, R.C.E. 69879 DATE: BY: CITY CLERK, CITY OF ROSEVILLEASSISTANT CITY CLERK I HEREBY STATE THAT I HAVE EXAMINED THIS FINAL MAP OF "CREEKVIEW PHASE 5 VILLAGE 4" AND FINDIT TO BE SUBSTANTIALLY THE SAME AS THE TENTATIVE MAP ON FILE AND ANY APPROVED ALTERATIONSTHEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND ALL APPLICABLE CITY ORDINANCESHAVE BEEN COMPLIED WITH.

I HEREBY STATE THAT I AM SATISFIED THIS FINAL MAP OF "CREEKVIEW PHASE 5 VILLAGE 4" ISTECHNICALLY CORRECT.FOR MARC STOUT, CITY ENGINEER, CITY OF ROSEVILLEDATE:

DATE:

EXPIRES DECEMBER 31, 2025TIMOTHY G. BLAIR, PLS 8278.

CITY ENGINEER'S STATEMENT

I HEREBY CERTIFY THAT THE CITY COUNCIL, CITY OF ROSEVILLE, HAS APPROVED THIS FINAL MAP OF"CREEKVIEW PHASE 5 VILLAGE 4", AND HAS ACCEPTED ON BEHALF OF THE PUBLIC, THE PUBLIC UTILITYEASEMENTS OFFERED HEREON FOR DEDICATION AND HAS ACCEPTED, SUBJECT TO IMPROVEMENT, LOTA AND THE RIGHTS-OF-WAY OFFERED HEREON FOR DEDICATION, AND HEREBY APPROVES THEABANDONMENT OF THE RIGHT OF WAY AND EASEMENT LISTED WITHIN NOTE 5 ON SHEET 2.

CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 4 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FF OFMAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 618431.CV.PH5.V4JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 4 NAME:TITLE:

BY:NAME:TITLE:

Page 1375 of 1759 ends

N53°17'20"W 42.00'(1)
N38°04'46"E23.00'(R)(1)R=22.00' Δ=87°53'45" L=33.75'CB=N07°58'21"W CD=30.54'(1)

23.00'(1)19.00'(1)
N51°55'14"W431.88'(1)(OA)
S54°01'29"E(R)(1)
N54°01'29"W(R)(1)139139
R=1200.00' Δ=1°44'06" L=36.34'CB=S52°47'17"E CD=36.34'(1)N51°55'14"W7.02'(1) N35°58'31"E 44.22'(1)
S36°20'40"W(R)(1)

SARSAPARILLASTREET

CARAVANSTREET ROUNDHOUSELOOP

BENCHMARKDRIVE
138116139
121122123124
117118119120110109108107
114
106
113
105
112111929394959697
90 98
91 99100101104102103
130125126129127128
11589
131
137136135134133132
N19°32'38"E 160.98'(1)
R=1500.00'Δ=18°32'08"L=485.26'(1)
CB=N28°48'42"ECD=483.14'
N70°27'22"W 485.19'(1)N57°59'49"W 148.72'(1)(2)N32°00'12"E62.27'(1)(2) R=454.00' Δ=10°49'46" L=85.81'CB=N54°34'22"W CD=85.68'(1)R=75.00' Δ=68°42'08" L=89.93'CB=N14°48'25"W CD=84.64'(1) N19°32'38"E 123.86'(1)
R=1251.00'Δ=16°25'53"L=358.76'
CB=N27°45'35"ECD=357.54'(1)
N35°58'31"E78.12'(1)
N51°55'14"W 431.88'(1)R=1000.00' Δ=0°36'45" L=10.69'CB=N52°13'36"W CD=10.69'(1) N38°04'46"E118.98'(1)
N32°04'33"E 21.51'(1)N19°32'38"E105.00'(1)868780 888182838485 LOT A79 N37°28'02"E(R)(1)
S30°00'45"W(R)(1)(2)
11589
131
137136135134133132
138116139
121122123124
117118119120110109108107
114
106
113
105
112111929394959697
90 9899100101104102103
130125126129127128
LOT A79 868780 888182838485
91 BENCHMARKDRIVE(1)

BOOK OF MAPS, PAGE

1.ALL CURVES ARE DIMENSIONED WITH RADIUS, DELTA, ARC LENGTH, CHORD BEARING AND CHORDLENGTH. DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF AND ARE "GROUND"DISTANCES. DUE TO ROUNDING, THE SUM OF INDIVIDUAL DIMENSIONS MAY NOT EQUAL THEOVERALL DIMENSION.2.TOTAL AREA FOR THIS SUBDIVISION IS 9.628± ACRES, CONSISTING OF 61 RESIDENTIAL LOTS, AND1 LANDSCAPE LOT.3.ALL FRONT LOT CORNERS WILL BE SET WITH A 1" DIAMETER BRASS DISC STAMPED "LS 8268" IN THESIDEWALK ON THE EXTENSION OF SIDE LOT LINES 1.00 FOOT FROM THE FRONT PROPERTY LINEUNLESS OTHERWISE NOTED.4.ALL REAR LOT CORNERS AND ANGLE POINTS WILL BE SET WITH A 5/8" REBAR, 18" LONG, WITHPLASTIC CAP STAMPED "LS 8268". WHERE MONUMENTS FALL WITHIN A SOUND WALL OR CONCRETEFOOTING A 5/8" REBAR WITH PLASTIC CAP STAMPED "LS 8268" WILL BE SET ON THE SIDE LOT LINEON A 4.00 FOOT OFFSET TO THE REAR LOT CORNER OR A 3/4" DIAMETER BRASS TAG STAMPED "LS8268" WILL BE SET WITH EPOXY TO THE FACE OF WALL 2.00 FOOT ABOVE GROUND OR ON TOP OFWALL WHERE AN OFFSET MONUMENT CANNOT BE SET.5.PURSUANT TO GOVERNMENT CODE SECTION 66434(G), THE FOLLOWING RIGHT OF WAY ANDEASEMENT, NOT SHOWN HEREON, IS HEREBY ABANDONED:a.THE SOUTHERLY PORTION OF THE IRREVOCABLE OFFER OF DEDICATION (IOD) OF BENCHMARKDRIVE WITHIN LOT 4 AS SHOWN ON THAT CERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3LARGE LOT SUBDIVISION", FILED FOR RECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS , ATPAGE 84, PLACER COUNTY RECORDS.b.12.5' PUE ALONG THE SOUTHERLY IOD OF BENCHMARK DRIVE, WITHIN LOT 4 AS SHOWN ON THATCERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOT SUBDIVISION", FILED FORRECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS , AT PAGE 84, PLACER COUNTY RECORDS.6.A PRELIMINARY SOILS REPORT WAS PREPARED BY GEOCON CONSULTANTS, INC. DATEDAUGUST, 2014; PROJECT NO. S9578-05-05 AND ON FILE WITH THE CITY OF ROSEVILLE DEVELOPMENTSERVICES - ENGINEERING DEPARTMENT, FILE NO. 308-885.

NOTES
THE BASIS OF BEARINGS FOR THIS MAP IS NORTH 70°27'22" WEST ALONG THE SOUTHERLY BOUNDARYLINE OF LOT 4 AS SHOWN ON THAT CERTAIN FINAL MAP ENTITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION" FILED FOR RECORD ON DECEMBER 2, 2021 IN BOOK FF OF MAPS, AT PAGE 84, PLACERCOUNTY RECORDS.(1)FF MAPS 84(2)GG MAPS 30 BASIS OF BEARINGS:REFERENCES:

OVERALL(OA)RADIAL BEARING(R)SHEET INDEX NUMBEROFFICIAL RECORDS OF PLACER COUNTYORPCIRREVOCABLE OFFER OF DEDICATIONIODPUEPUBLIC UTILITY EASEMENT

ADJACENT PROPERTYRIGHT-OF-WAYIOD

BOUNDARYLOT LINE

EASEMENT

SFSQUARE FEETX
LEGEND:

CENTER LINE
CHORD BEARINGCBCHORD DISTANCECDSET COPPERWELD SURVEY MONUMENT WITH CENTERPUNCH IN MONUMENT WELL STAMPED "LS 8268"5/8" REBAR WITH PLASTIC CAP STAMPED"LS 9265" TO BE SET PER (1) 2 DIMENSION POINT
3 4
5 CITY OF ROSEVILLE PLACER COUNTY CALIFORNIA
FINAL MAP OFCREEKVIEW PHASE 5
1025 Creekside Ridge Drive, Suite 150, Roseville, CA 95678(916) 773-1189 ALL OF LOT 4 AS SHOWN ON THAT CERTAIN FINAL MAP TITLED "CREEKVIEW - PHASE 3 LARGE LOTSUBDIVISION, SUBDIVISION NO. PL20-0201", FILED FOR RECORD ON DECEMBER 2, 2021, IN BOOK FF OFMAPS AT PAGE 84, PLACER COUNTY RECORDS, WITHIN SECTION 14, TOWNSHIP 11 NORTH,RANGE 5 EAST, MOUNT DIABLO MERIDIAN SHEET OF 618431.CV.PH5.V4JULY 2025SUBDIVISION NO. PL20-0201VILLAGE 4

PRESERVE DRIVE
58' IOD(1)
N70°27'22"W 202.66'(1)
COPPERWELD SURVEY MONUMENT WITH CENTER PUNCHIN MONUMENT WELL STAMPED "LS 9265" TO BE SET PER (1)

ROUNDHOUSE LOOP
BENCHMARKDRIVE(1)
DETAIL "2A"1"=20'
SEE DETAIL "2A"ON THIS SHEET
48' ROW(1)50' PUE/PE(1)12.5' PUE(1)

12.5' PUE(1)
N57°59'49"W 131.30'(1)(2)BASIS OF BEARINGS

RIGHT-OF-WAY (EXISTING)

12.5' PUE(1)

1.00'

Page 1376 of 1759 ends

N53°17'20"W 42.00'(1)N51°55'14"W(R)S51°55'14"E(R)
N51°55'14"W 431.88'(1)
5,499 SF139
N51°55'14"W 155.57'

37.83'
R=1500.00'Δ=18°32'08"L=485.25'CB=N28°48'42"ECD=483.14'(1)(OA) N38°04'46"E 118.98'(1)
N37°28'02"E(R)(1)R=1000.00' Δ=0°36'45" L=10.69'CB=N52°13'36"W CD=10.69'(1)N38°04'46"E23.00'(R)(1)78.00'77.57'5,548 SF1155,548 SF89 4,845 SF137
4,908 SF136
4,946 SF135
4,961 SF134
4,845 SF138
5,493 SF116
4,999 SF121
5,209 SF117
5,060 SF118
5,060 SF119
5,159 SF120
5,088 SF110
5,088 SF109
4,997 SF114
5,116 SF113
5,102 SF112
5,093 SF111
4,831 SF92
4,831 SF93
4,831 SF94
4,831 SF95
4,831 SF96
5,220 SF90
4,831 SF91
N35°58'31"E 76.66'N51°55'14"W100.00'37.00'N64°38'40"E2.24' R=21.00' Δ=90°00'00" L=32.99'CB=N83°04'46"E CD=29.70'N38°04'46"E(R) 5.00' N38°04'46"E55.00'N51°55'14"W101.02'38.82'Δ=0° 17' 53" L=6.72'CB=N35°49'35"E' CD=6.72'N54°19'21"W(R)102.29'49.81' CD=45.27'CB=N34°40'27"EΔ=2°00'23"L=45.28'N56°19'44"W(R)103.80'47.11'1.80' R=1293.00'Δ=16°25'53"L=370.81'CB=N27°45'35"ECD=369.54'(OA) N58°20'07"W(R)104.86'N33°51'27"E48.02'0.92'
CD=45.27'CB=N30°39'42"EΔ=2°00'23"L=45.28'
N60°20'30"W(R)105.39'
N31°16'52"E48.96'CD=45.27'CB=N28°39'19"EΔ=2°00'23"L=45.28' N62°20'53"W(R)105.38'N26°11'03"E1.53'N28°43'13"E47.44'CD=51.86'CB=N28°43'13"EΔ=2°31'14"L=51.87'N60°01'10"W(R)100.50' N62°32'24"W(R)100.50'
R=1179.00'Δ=18°32'08"L=381.41'CB=N28°48'42"ECD=379.75'(OA) N57°25'06"W(R)100.50'CD=52.50'CB=N33°51'27"EΔ=2°33'06"L=52.50' N54°52'00"W(R)100.50'CD=52.50'CB=N36°24'33"EΔ=2°33'06"L=52.50' N52°18'55"W(R)100.50'Δ=0° 23' 41" L=8.12'CB=N37°52'56"E' CD=8.12'44.17'

37.00'N51°55'14"W101.00'N38°04'46"E55.00'79.00'N38°04'46"E(R) 5.00'R=21.00' Δ=90°00'00" L=32.99'CB=N06°55'14"W CD=29.70' N11°30'52"E2.24'
Δ=0° 13' 46" L=4.89'CB=N37°57'53"E' CD=4.89'N52°09'00"W(R)101.88'49.48'

44.17'
CD=48.31'CB=N36°43'00"EΔ=2°16'01"L=48.31'N54°25'01"W(R)101.58'3.91'N36°26'06"E46.56'1.86' CD=48.31'CB=N34°26'59"EΔ=2°16'01"L=48.31'N56°41'02"W(R)101.30'9.68'42.65' R=1221.00'Δ=18°32'08"L=395.00'CB=N28°48'42"ECD=393.28'(OA) N58°57'03"W(R)101.13'15.43'36.89'
CD=48.31'CB=N29°54'57"EΔ=2°16'01"L=48.31'
N61°13'04"W(R)101.06'21.18'31.13'
CD=48.31'CB=N27°38'56"EΔ=2°16'01"L=48.31'
N63°29'05"W(R)101.11'26.93'25.38'
CD=49.94'CB=N26°45'42"EΔ=1°56'05"L=49.94'N62°16'16"W(R)100.00'N26°45'42"E 46.56' N64°12'21"W(R) 100.00'
CD=49.94'CB=N28°41'47"EΔ=1°56'05"L=49.94'N60°20'11"W(R)100.00' CD=49.94'CB=N30°37'52"EΔ=1°56'05"L=49.94'N58°24'06"W(R)100.00' CD=49.94'CB=N32°33'57"EΔ=1°56'05"L=49.94'N56°28'01"W(R)100.00' R=1479.00'Δ=18°32'08"L=478.46'CB=N28°48'42"ECD=476.38'(OA) N54°31'56"W(R)100.00'CD=49.94'CB=N36°26'06"EΔ=1°56'05"L=49.94' N52°35'51"W(R)100.00'Δ=0° 40' 37" L=17.48'CB=N37°44'27"E' CD=17.48'35.04'N51°55'14"W101.00'

37.00'N64°38'40"E2.24'
R=21.00' Δ=90°00'00" L=32.99'CB=N83°04'46"E CD=29.70'N38°04'46"E(R) 5.00'79.00' N37°29'45"E51.61'
N36°24'33"E48.02'CD=45.27'CB=N32°40'04"EΔ=2°00'23"L=45.28' N35°58'31"E 78.12'(1)N35°58'31"E 78.36'
R=1270.00'Δ=16°25'53"L=364.21'CB=N27°45'35"ECD=362.97'(OA) R=1251.00'Δ=16°25'53"L=358.76'CB=N27°45'35"ECD=357.54'(OA)(1) 23'19'
N38°04'46"E 81.17'
CD=53.52'CB=N31°16'52"EΔ=2°36'04"L=53.53'
N51°55'14"W(R)
198.57'233.31'
N38°04'46"E 81.17'N38°04'46"E 128.17'
N51°55'14"W 158.00'
R=1200.00'Δ=18°32'08"L=388.21'CB=N28°48'42"ECD=386.52'(OA) CD=48.31'CB=N32°10'58"EΔ=2°16'01"L=48.31'
N28°41'47"E 46.56'
N30°37'52"E 46.56'
N32°33'57"E 46.56'N34°30'02"E 46.56'
N39°05'17"E 51.34'N38°04'46"E 72.04'
CD=49.94'CB=N34°30'02"EΔ=1°56'05"L=49.94' 29'
29'29'
29'
21' 21'21'29'
29'
21'21'
21'
N51°55'14"W 7.02'(1)
N35°58'31"E44.22'(1)23.00'(1)19.00'(1)
R=1200.00' Δ=1°44'06" L=36.34'CB=N52°47'17"W CD=36.34'(1)S36°20'40"W(R)(1) S54°01'29"E(R)
N38°04'46"E(R)5.00'R=21.00'Δ=87°53'45"L=32.22'
CB=N07°58'21"WCD=29.15'N09°24'37"E2.24'
R=22.00'(1)Δ=87°53'45"L=33.75'
CB=N07°58'21"WCD=30.54'
N38°04'46"E 23.00'(R)(1)N51°55'14"W155.57'(OA)S54°01'29"E(R)

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SEE SHEET 4

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CARAVAN STREETROUNDHOUSE LOOP

12.5' PUE

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12.5' PUE(1)
IOD(1)IOD(1) BENCHMARK DRIVE

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DETAIL "3A"1" = 10'
139
SEE DETAIL "3A"ON THIS SHEET

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21'21' 21'
21'
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23'21'21'
19'
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21'
N70°27'22"W 490.00'
CD=49.94'CB=N24°49'37"EΔ=1°56'05"L=49.94'N24°49'37"E 46.56'13.87'N66°08'26"W(R)100.00' CD=48.31'CB=N25°22'55"EΔ=2°16'01"L=48.31'N65°45'06"W(R)101.27' N26°45'42"E19.63'
R=1221.00'Δ=18°32'08"L=395.00'CB=N28°48'42"ECD=393.28'(OA) N68°01'07"W(R)101.53'38.45'
CD=48.31'CB=N20°50'53"EΔ=2°16'01"L=48.31'N70°17'08"W(R)101.91'44.23'8.11'CD=49.94'CB=N22°53'32"EΔ=1°56'05"L=49.94'N68°04'30"W(R)100.00'CD=49.94'CB=N20°57'27"EΔ=1°56'05"L=49.94'N20°57'27"E 46.56'N70°00'35"W(R)100.00'Δ=0° 10' 14" L=3.63'CB=N19°37'45"E' CD=3.63'45.22'N70°27'22"W102.00'N19°35'43"E 46.82'36.08'Δ=0° 26' 46" L=11.52'CB=N19°46'01"E' CD=11.52'N70°27'22"W100.00' N70°27'22"W100.00'46.90' N70°27'22"W102.00'46.90'

82.00'57.00' 37.00'R=20.00' Δ=90°00'00" L=31.42'CB=N64°32'38"E CD=28.28'80.00'R=20.00' Δ=90°00'00" L=31.42'CB=N25°27'22"W CD=28.28'37.00' 80.00'R=20.00' Δ=90°00'00" L=31.42'CB=N25°27'22"W CD=28.28'37.00'N70°27'22"W100.00' N19°32'38"E57.00'82.00'
N70°27'22"W102.00'37.00'R=20.00' Δ=90°00'00" L=31.42'CB=N64°32'38"E CD=28.28' N19°32'38"E45.00'N70°27'22"W102.00'
R=1293.00'Δ=16°25'53"L=370.81'CB=N27°45'35"ECD=369.54'(OA)

41.91'45.00'N70°27'22"W100.00'47.12'Δ=0° 15' 41" L=5.38'CB=N19°40'29"E' CD=5.38'N70°11'41"W(R)100.50' N20°06'24"E 52.04'48.25'N68°20'52"W(R)102.47'
CD=44.48'CB=N20°40'00"EΔ=1°58'17"L=44.49'
CD=44.84'CB=N22°38'45"EΔ=1°59'14"L=44.85'44.65'N66°21'38"W(R)103.86'CD=52.50'CB=N21°04'52"EΔ=2°33'06"L=52.50' N67°38'35"W(R)100.50'
N21°04'52"E 48.02'
CD=52.50'CB=N23°37'58"EΔ=2°33'06"L=52.50'
N65°05'30"W(R)100.50'
N23°37'58"E 48.02'45.56'CD=45.27'CB=N24°38'33"EΔ=2°00'23"L=45.28' N64°21'15"W(R)104.87'CD=45.27'CB=N26°38'56"EΔ=2°00'23"L=45.28'46.50'CD=52.50'CB=N26°11'03"EΔ=2°33'06"L=52.50'N26°11'03"E 48.02' N19°32'38"E 170.12'N19°32'38"E 160.98'(1) N19°32'38"E 123.86'(1)R=1251.00'Δ=16°25'53"L=358.76'CB=N27°45'35"ECD=357.54'(OA)(1)R=1270.00'Δ=16°25'53"L=364.21'CB=N27°45'35"ECD=362.97'(OA) R=1200.00'Δ=18°32'08"L=388.21'CB=N28°48'42"ECD=386.52'(OA) R=1500.00'Δ=18°32'08"L=485.26'CB=N28°48'42"ECD=483.14'(1)(OA) 4,806 SF131
4,949 SF133
4,912 SF132
5,060 SF122
5,060 SF123
5,060 SF124
5,093 SF108
5,102 SF107
5,116 SF106
4,998 SF105
4,831 SF97
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4,831 SF99
4,722 SF100
4,690 SF101 4,784 SF104
5,614 SF102 5,728 SF103
4,734 SF1305,240 SF125
4,500 SF126 4,590 SF129
5,614 SF127 5,728 SF128

2.46'

3.38'

3.80'
N70°27'22"W 162.00'
N62°20'53"W(R)105.38'N62°32'24"W(R)100.50'
Δ=0° 08' 13" L=3.09'CB=N19°36'45"E' CD=3.09'
N19°32'38"E 78.91'N19°32'38"E 123.86'119.91'

3.95'
N19°32'38"E 129.12'N70°19'09"W(R)
R=1179.00'Δ=18°32'08"L=381.41'CB=N28°48'42"ECD=379.75'(OA)N63°29'05"W(R)101.11'32.69' N22°53'32"E 46.56'

2.34'
CD=48.31'CB=N23°06'54"EΔ=2°16'01"L=48.31'

46.90' N19°32'38"E 129.12'
N70°27'22"W 162.00'244.00' 246.00'
N19°32'38"E 119.98'
N64°12'21"W(R)100.00'
N32°04'33"E21.51'(1)

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S30°12'10"W(R)(1)(2)S30°05'33"W(R)(1)(2)
S30°00'45"W(R)(1)(2)
21'21'
21' 21' 21'21'
21'21'

3.95'244.00' 246.00'
6,466 SFPUELOT A4,725 SF79 4,725 SF864,725 SF874,725 SF80 4,719 SF884,725 SF814,725 SF824,725 SF834,725 SF844,725 SF85N19°32'38"E 105.00'(1)

45.00'
N19°32'38"E 105.00'

45.00'

45.00'
N19°32'38"E 105.00'

45.00'

45.00'
N19°32'38"E 105.00'

45.00'

45.00'
N19°32'38"E 105.00'

45.00'

45.00'
N19°32'38"E 105.00'

45.00'

45.00'
N19°32'38"E 105.00'

45.00'

45.00'
N19°32'38"E 105.00'

45.00'

45.00'
N19°32'38"E 105.00'

45.00'

45.00'
N19°32'38"E 105.00'

45.00'

33.36'C3
N19°32'38"E 103.50'

45.00' R=502.00'Δ=10°38'20"L=93.21'CB=N54°28'39"WCD=93.08' L2(2)35.19' C1L1R=123.00'Δ=45°56'45"L=98.63'
CB=N26°11'07"WCD=96.01'
R=94.00'Δ=68°42'08"L=112.71'
CB=N14°48'25"WCD=106.08' R=473.00'Δ=10°44'58"L=88.74'CB=N54°31'58"WCD=88.61' R=454.00'Δ=10°49'46"L=85.81'CB=N54°34'22"WCD=85.68'(1)
R=75.00'Δ=68°42'08"L=89.93'
CB=N14°48'25"WCD=84.64'(1)
N19°32'38"E 123.86'(OA)N19°32'38"E 123.86'(OA)N32°04'33"E21.51'(1)N19°32'38"E 160.98'(1) L3(2)N57°59'49"W 148.72'(1)
N70°27'22"W 438.36'
N70°27'22"W 485.19'(1) L5(1)(2)L4(2)
C2
119.91'
N34°12'24"E(R)29'
19'
23'21'
CURVE TABLECURVE #C1C2C3RADIUS46.00'46.00'46.00'DELTA67°14'37"52°34'51"14°39'46"LENGTH53.99'42.21'11.77'CHORD BEARINGN36° 50' 03"WN29° 30' 10"WN63° 07' 29"WCHORD DISTANCE50.94'40.75'11.74' LINE TABLELINE #L1L2L3L4L5
BEARINGN86°47'16"EN32°00'12"EN32°00'12"EN32°00'12"EN32°00'12"E LENGTH6.00'14.25'29.02'19.01'62.27'
(R)

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BASIS OF BEARINGSCARAVAN STREET

ROUNDHOUSE LOOP
SEE SHEET 4

PRESERVE DRIVE
N70°27'22"W 202.66'(1) N57°59'49"W 131.30'(1)(2)

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STREET
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BENCHMARKDRIVE

SARSAPARILLASTREET
11589
131
137136135134133132
138
116139
121122123124
117118119120110109108107
114
106
113
105
112111
929394959697
90 9899100101104102103 130125126129127128
LOT A
79 8687
80 88
8182838485
91 CARAVANSTREET

ROUNDHOUSELOOP

BOOK OF MAPS, PAGE
6 EACH RESIDENTIAL DWELLING CONSTRUCTED ON ANY OF THE LOTS INDICATED SHALL BE FITTEDWITH A SEWER BACKFLOW PREVENTER VALVE AS APPROVED BY THE CITY OF ROSEVILLLE. IT SHALLBE THE RESPONSIBILITY OF THE OWNER OF SAID DWELLING TO MAINTAIN THE VALVE AND PREVENTDAMAGE FROM OCCURRING THERETO. THE CITY OF ROSEVILLE SHALL NOT BE RESPONSIBLE FORTHE MAINTENANCE OR PERFORMANCE OF THE VALVE, AND THE CITY OF ROSEVILLE SHALL NOT BELIABLE FOR ANY DAMAGE OCCURRING TO ANY SUCH DWELLING OR ITS CONTENTS DUE TO FAILUREOF THE VALVE FOR ANY REASON WHATSOEVER.

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RESOLUTION NO. 25-232

APPROVING A SUBDIVISION AGREEMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE AND ANTHEM UNITED CREEKVIEW DEVELOPMENT LIMITED

PARTNERSHIP, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT

ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, a Subdivision Agreement for the Creekview Phase 5 Villages 3 & 4, by and between the City of Roseville and Anthem United Creekview Development Limited Partnership, has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Subdivision Agreement is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

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City Council
Communication
Meeting Date: 7/16/2025
Item #: VII.32
File #: 0400-04-17 & 0800-
06 Item ID: 2025-438

Title: Infill Parcel 13 - 1028 Main Street Subdivision – Maintenance Agreement Contact: Escarlet Mar 916-774-5247 [email protected]

SUMMARY
Staff recommends approval of a Maintenance Agreement with Roseville 10, LLC that pertains to landscaping within the right of way adjacent to Lot 10 of the INFILL PCL 13 - 1028 Main Street Subdivision. The agreement will grant Roseville 10, LLC the responsibility of constructing, installing, and maintaining the landscaped area located within the right of way adjacent to Lot 10.

RECOMMENDATION
Staff recommends that the City Council:

1. Adopt a Resolution approving a Maintenance Agreement by and between the City of Roseville and Roseville 10, LLC, and authorizing the City Manager to execute it on behalf of the City of Roseville.

BACKGROUND
The project site is located in the City’s Infill Planning area, at the northeast intersection of Porter Drive and Main Street (see Attachment 1 – Vicinity Map). The parcel has a zoning designation of Single-Family Residential (R1) and a land use designation of Low Density Residential (LDR). On March 23, 2023, the Planning Commission approved a Tentative Subdivision Map (file #PL21-0372) to subdivide Infill Parcel 13 at 1028 Main Street into ten (10) single-family residential lots, which created the subject parcel with an address of 901 Porter Drive. A Tree Permit was also approved to allow the removal of five (5) native oak trees and to encroach within the protected zone of two (2) native oak trees to accommodate construction of the future subdivision. A copy of the Planning Commission staff report is included as Attachment 2.

On September 18, 2024, a Parcel Map was recorded showing a 30.01-foot by 165.04-foot right of way (“ROW”) on the south side of the subject property that has been dedicated to the City. The project includes the construction and installation of landscape improvements within the ROW adjacent to Lot 10, measuring 11.84 feet by 164.09 feet, extending from the ROW boundary to the back of walk along Main Street (see plot plan included with Exhibit A). Condition of approval #45 was adopted as part of the Tentative Subdivision Map that requires this area to annex into Community Facilities District No. 4 – Public Services (CFD 4) in order to fund ongoing maintenance for public improvements, which include landscaping. To annex into CFD 4, the property owner must adhere to the Parks Design and Construction Standards, which include technical specifications for the installation of irrigation systems for any landscape improvements. The property owner has requested to de-annex from CFD 4 and enter into a Maintenance Agreement to privately maintain the landscaped area. The Maintenance Agreement will give the property owner the responsibility of constructing, installing, and maintaining the landscaped area. The City will not be responsible for any costs associated with the construction, installation, or maintenance of the

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landscaped area, nor will the property owner be eligible for any reimbursement from the City for the costs.

The Maintenance Agreement is included as Exhibit A. The City’s Parks and Recreation Department and Finance Department have reviewed the request and are in support of the Maintenance Agreement.

FISCAL IMPACT
The project is not anticipated to result in any negative impacts to the City’s General Fund.

ENVIRONMENTAL REVIEW
An Initial Study leading to a Mitigated Negative Declaration was prepared for the INFILL PCL 13 – 1028 Main Street Tentative Subdivision Map project, which was adopted by the Planning Commission on March 23, 2023. The Maintenance Agreement is consistent with the prior project and is exempt from the provisions of CEQA pursuant to Section 15305 for Minor Alterations in Land Use Limitations.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth

Respectfully Submitted,
Escarlet Mar, Associate Planner

Mike Isom, Development Services Director

ATTACHMENTS:

1. Resolution 25-244

2. Maintenance Agreement

3. Vicinity Map

4. Attachment 2 March 23, 2023 Planning Commission Staff Report

REVIEWERS:

Escarlet Mar, Development Services - Planning Created/Initiated - 6/25/2025 Greg Bitter, Development Services Department Approved - 6/25/2025 Mike Isom, Development Services Department Approved - 6/25/2025 Gretchen Hakala, City Attorney Department Approved - 6/30/2025 Katrina Six, City Clerk Department Approved - 6/30/2025 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/30/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 7/1/2025 Michelle Sheidenberger, City Attorney Department Approved - 7/1/2025 Dominick Casey, City Manager Department - City Manager Approved - 7/2/2025 Katrina Six, City Clerk Department Final Approval - 7/3/2025

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RESOLUTION NO. 25-244

APPROVING A MAINTENANCE AGREEMENT BY AND BETWEEN THE CITY OF ROSEVILLE AND ROSEVILLE 10, LLC PERTAINING TO LANDSCAPING WITHIN THE RIGHT OF WAY ADJACENT TO LOT 10 OF THE INFILL PCL 13 1028 MAIN STREET

SUBDIVISION, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON

BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, a Maintenance Agreement, by and between the City of Roseville and Roseville 10, LLC, to grant Roseville 10, LLC the responsibility of constructing, installing, and maintaining the landscaped area located within the right of way adjacent to Lot 10 of the Infill Parcel 13 1028 Main Street Subdivision, has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk

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NO FEE DOCUMENT
PER GOVT. C. §27383

RECORDING REQUESTED BY
City of Roseville
AND WHEN RECORDED, MAIL TO:

City of Roseville

CITY CLERK
311 Vernon Street
Roseville, CA 95678

MAINTENANCE AGREEMENT
INFILL PCL 13 - 1028 Main Street Subdivision
This Maintenance Agreement ("Agreement") is made and entered into this _ day of _____ , 2025, by and between the City of Roseville, a municipal corporation, ("CITY") and Roseville I 0, LLC, a limited liability company ("PROP ERTY OWNER"); and WITNESETH:

A. PROPERTY OWNER is the owner of certain real property located at I 028 Main Street (APN O 15-080-030) (the "Subject Property") in the City of Roseville ("City"), California, County of Placer.

B. On March 23, 2023, CITY approved PROPERTY OWNER's application for a Tentative Subdivision Map to subdivide the Subject Property into ten residental lots and a Tree Permit to allow removal of five (5) native oak trees and encroach within the protected zone of two (2) native oak trees to accommodate the future subdivision (the "Project") (File #PL2 l- 0372).

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Vicinity Map
Maxar
, Microsoft, Nearmap, City of Roseville
Placer Parcel
<all other values>
Roseville Parcel
6/23/2025, 9:49:59 AM
0 0.02 0.040.01 mi
0 0.03 0.060.01 km
1:1,128
City of Roseville - Development Services
Nearmap | Maxar
, Microsoft | City of Roseville | Development Services
ATTACHMENT 1

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Planning Division Staff Report
Planning Commission Meeting March 23, 2023
Prepared by: Escarlet Mar, Associate Planner
ITEM 6.1: Tentative Subdivision Map and Tree Permit – 1028 Main Street – INFILL PCL 13 – 1028 Main St. Subdivision – File #PL21-0372

REQUEST
The applicant requests a Tentative Subdivision Map to subdivide Infill Parcel 13 into 10 residential lots.

Further, a Tree Permit is requested to allow removal of five (5) native oak trees and encroach within the protected zone of two (2) native oak trees to accommodate the future subdivision.

Applicant – Jack C. Scroggs, KASL Consulting Engineers
Property Owner – Kasha T. & Chad Phillips

SUMMARY RECOMMENDATION
The Planning Division recommends the Planning Commission take the following actions:

1. Adopt the 1028 Main Street Subdivision Initial Study Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program; and

2. Adopt the three (3) findings of fact and approve the Tentative Subdivision Map subject to fifty-eight (58) conditions of approval; and

3. Adopt the two (2) findings of fact and approve the Tree Permit subject to twenty (20) conditions of approval.

SUMMARY OF OUTSTANDING ISSUES
There are no outstanding issues associated with this request. The applicant has reviewed and is in agreement with all recommended conditions of approval.

BACKGROUND
The project site is located within the City’s
Infill area, specifically on Parcel 13. The
project site is a single parcel approximately

2.5-acres in size, located at the northeast
corner of Main Street and Porter Drive (see
Figure 1). The site is currently vacant with
scattered almond trees (Prunus dulcis), native
oak trees, and annual grassland. The project
site has a General Plan land use designation
of Low Density Residential (LDR -4) and a
zoning designation of Single- Family
Residential (R1). Surrounding uses include a
single-family dwelling unit to the north and
east, single family dwelling units to the south
across Main Street, and William Kaseberg
Elementary School to the east, across Porter
Drive.

Figure 1: Project Location
Main Street
Porter Drive
Project Site
ATTACHMENT 2

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INFILL PCL 13 – 1028 Main St. Subdivision – 1028 Main Street; File #PL21-0372 Planning Commission – March 23, 2023 – Page 2 of 14

Proposed Project
The proposed project is to subdivide the existing 2.5-acre parcel into 10 residential lots. The lots would range in size between 9,900 square-feet and 11,000 square-feet, with one parcel proposed to be 12,300 square-feet. All of the parcels will have street frontage along Porter Drive. In addition, the applicant requests a Tree Permit to remove five (5) native oak trees and encroach within the protected zone of two (2) native oak trees to accommodate the future subdivision.

EVALUATION: TENTATIVE SUBDIVISION MAP
Section 18.06.180 of the City of Roseville Subdivision Ordinance requires that three findings be made in order to approve or conditionally approve a tentative subdivision map. The three findings are listed below in italicized, bold text and are followed by an evaluation of the map in relation to each finding.

1. The size, design, character, grading, location, orientation, and configuration of lots, roads, and all improvements for the Tentative Subdivision Map are consistent with the density, uses, circulation, and open space systems, applicable policies and standards of the General Plan or any applicable Specific Plan for the area, whichever is more restrictive, and the design standards of the Subdivision Ordinance.

As mentioned above, the applicant proposes to subdivide an existing parcel totaling approximately 2.5 acres into 10 residential lots. Consistent with other lots in the City, the proposed subdivision configuration will create practical lots for the development of residential uses. Access to each lot will be provided along Porter Drive. The subdivision layout and street design was reviewed by the City’s Engineering Division and the Fire Department to ensure there are adequate street widths for circulation and emergency response.

The Map Act and Subdivision Ordinance do not contain any maximum or minimum lot sizes. Instead these standards are contained within the Zoning Ordinance. The Zoning Ordinance specifies that newly created interior lots in the R1 zone be a minimum of 6,000 square feet in area with a width of 60 feet, and 7,500 square feet in area with a width of 75 feet when located on a corner. All of the lots within the subdivision will exceed these minimum lot area standards and will have an average l ot area of 9,000 square feet, with the exception of Lot 10 which is proposed to be 12,300 square feet. As illustrated in Figure 2, Lots 1-3 and Lots 5-8 all have a lot width of 60 feet and Lots 4, 9, and 10 will have a slightly larger lot width. The applicant intends to provide a single-family home product that will be similar in design with the existing community. As no building footprints are included with this application, consistency with other standards such as height and setbacks will be evaluated at the tim e plot plans are submitted for building permit review. Based on the parcels design, size, location, orientation, and the lots consistency with the General Plan Land Use D ensity, t he proposed project is consistent with the applicable development standards.

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INFILL PCL 13 – 1028 Main St. Subdivision – 1028 Main Street; File #PL21-0372 Planning Commission – March 23, 2023 – Page 3 of 14

2. The subdivision will result in lots which can be used or built upon. The Subdivision will not create lots which are impractical for improvement or use due to the steepness of terrain or location of watercourses in the area; the size or shape of the lots or inadequate building area; inadequate frontage or access, or some other physical condition of the area.

The proposed lots are of sufficient size and shape to accommodate development that is consistent with the applicable zoning and design requirements. As mentioned above, the lots meet the minimum lot size standards for R1 designated parcels. The R1 standards have been determined to be of adequate size and shape to support development consistent with the Zoning Ordinance.

The subdivision is located on vacant land that slightly slopes from Main Street and Porter Drive towards the northeast corner of the parcel. The site is relatively flat with the highest point of the property being the southwest corner, which is approximately 5-feet higher than the rest of the property. Additionally, an intermittent drainage that runs north to south is present along the eastern property line. In accordance with U.S. Army Corps of Engineers protocol, an Aquati c Resourc es Delineation report, provided by Gallaway Enterprises, dated June 2022 (Attachment 2) was completed for the project. Additionally, a Biological Resources Assessment (Attachment 3) was completed at the same time for the project.

In short, both reports found no wetlands or sensitive habitats on the site, but did identify one feature on the site to be a possible “other waters of the United States” (OW). OW are seasonal or perennial water bodies, including lakes, stream channels, ephemeral and int ermittent drainages, ponds, and other surface water features that exhibit an ordinary highwater mark, but lack positive indicators for one or more of the three wetland parameters ( i.e., hydrophytic vegetation, hydric soil, and wetland hydrology).

This OW f eature was identified as an intermittent drainage which could potentially be subject to both State and Federal wetland regulations . Condition #10 of the Tentative Subdivision Map requires the applicant to receive all necessary permits from the US Army Corps and Regional Water Quality Control Board prior to any grading or construction on the site.

A preliminary grading and utility plan were reviewed by the City’s Engineering Division and no conflicts with the proposed grading and utility plan have been identified.

3. The design and density of the Subdivision will not violate the existing requirements prescribed by the Regional Water Quality Control Board for the discharge of waste into the sewage system, pursuant to Division 7 of the Water Code.

Anticipated water quality impacts and discharge of waste are not affected by the proposed map. The Tentative Subdivision Map is consistent with the 2035 General Plan Update Environmental Impact Figure 2: Proposed Tentative Subdivision Map

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INFILL PCL 13 – 1028 Main St. Subdivision – 1028 Main Street; File #PL21-0372 Planning Commission – March 23, 2023 – Page 4 of 14

Report, which anticipated the required infrastructure necessary to support a development of this intensity on the project site. The project has been reviewed by the Engineering division to ensure that adequate facilities will be provided. The City’s Dry Creek Wastewater Treatment Plant has adequate conveyance and capacity to accommodate development on the parcels created by the Tentative Subdivision Map.

Based on the evaluation above, staff believes that the required findings can be made to approve the Tentative Subdivision Map for the proposed residential lots.

EVALUATION – TREE PERMIT
Pursuant to Zoning Ordinance Section 19.66.030, a Tree Permit is required for any removal of native oak trees or for more than 20% encroachment into the dripline of a native oak tree. The proposed project will result in the removal of five (5) native oak trees and encroach ment within the protected zone of two (2) native oak trees in preparation of future development of the site. The required findings to approve a Tree Permit are listed below.

1. Approval of the Tree Permit will not be detrimental to the public health, safety or welfare, and approval of the Tree Permit is consistent with the provisions of Chapter 19.66.

2. Measures have been incorporated into the project or permit to mitigate impacts to remaining trees or to provide replacement for trees removed.

An arborist report including a tree inventory summary was provided by BrightView Tree Care Services, dated March 13, 2023 (see Attachment 1). A total of 11 protected valley oak trees were found on the project site (see Table 1). According to the arborist report, the health of each tree varies but overall the trees are in fair health. Removal of five (5) native oak trees is requested in order to accommodate the future development of the site.

Table 1: Protected Oak Trees Located Onsite
Tree # Common
Name
Diameter at Breast
Height (DBH)
Tree Condition Proposed
for Removal
4 Valley Oak 19” Over 60% of the tree canopy is in
decline.

Yes
6 Valley Oak 14” Tree is in final stages of decline. Yes 9 Valley Oak 8” Good health Yes
10 Valley Oak 18” Good health No
22 Valley Oak 12” Tree is in final stages of decline. Yes 26 Valley Oak 10” Good health. Tree could benefit from
structure pruning.

No
27 Valley Oak 13” Tree is in final stages of decline. No 29 Valley Oak 18” Good health No
33 Valley Oak 12” Tree health is declining, potential
candidate for removal.

Yes

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INFILL PCL 13 – 1028 Main St. Subdivision – 1028 Main Street; File #PL21-0372 Planning Commission – March 23, 2023 – Page 5 of 14

34 Valley Oak 21” Good health No
36 Valley Oak 19” Good health No

The applicant proposes to comply with the compensation requirements of the City’s Tree Preservation Ordinance. The applicant proposes to remove oak trees #4, #6, #9, #22, and #33 (see Figure 3). The total number of mitigation inches for this project is 65. Further, based on the design of the future single family homes on Lots 4-6, it is anticipated that encroachment within the protected zone of oak trees #26 and #10 will occur. According to the Arborist Report (see Attachment 1) and the Tree Removal Plan (see Exhibit C), the construction of the wrought iron fence along the norther property line and the development of Lot 10 will result in a 32% encroachment within the protected zone of oak tree #26 and a 20% encroachment within the protected zone of oak tree #10. Mitigation can be completed with a combination of on-site planting and payment into the City’s in- lieu fee program. The funds in the City’s in- lieu fee program are used for the replanting and preservation of trees throughout the City and are calculated at a rate of $118 per inch of tree removed when measured at the tree’s diameter at breast height (DBH).

The tree mitigation fee is required to be paid prior to the removal of the tree and prior to issuance of any permits.

Figure 3: Oak Tree Location

The Tree Permit contains all of the standard conditions of approval, which includes a requirement to follow all of the recommendations of the Arborist Report. The removal of the trees will not be detrimental to the public health, safety, or welfare, and measures have been incorporated to mitigate impacts.

PUBLIC OUTREACH
The proposed project was distributed to all internal and external agencies and departments who have requested such notice, and all comments or recommended conditions of approval have been incorporated into the project, as appropriate. Early notification of the project was posted on the Roseville Coalition of Neighborhood Associations (RCONA)’s website. A notice of the public hearing was published in the Roseville Press Tribune on February 10, 2023 and a notice of the hearing was also distributed to all property owners within 300 feet of the site and posted on the RCONA website. The City received two (2) inquiries from nearby residents related to the project location and scope of work . As of this writing, there are no outstanding issues associated with this request. No comments have been received as of publication of the staff report.

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INFILL PCL 13 – 1028 Main St. Subdivision – 1028 Main Street; File #PL21-0372 Planning Commission – March 23, 2023 – Page 6 of 14

ENVIRONMENTAL DETERMINATION

As required by the California Environmental Quality Act (CEQA), the City of Roseville, acting as Lead Agency, prepared an Initial Study Mitigated Negative Declaration (IS/MND) to evaluate the environmental effects of the project. The document was released for a 20-day public comment period, which began on January 26, 2023 and ended February 15, 2023. The document analyzed the potential for environmental impacts due to project implementation and determined that potentially significant impacts related to Biological Resources could be reduced to less than significant levels with mitigation. The Mitigated Negative Declaration and associated Mitigation Monitoring and Reporting Pr ogram are included as Exhibit A.

RECOMMENDATION

The Planning Division recommends the Planning Commission take the following actions:

1. Adopt the 1028 Main Street Subdivision Initial Study Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program; and

2. Adopt the three (3) findings of fact and approve the TENTATIVE SUBDIVISION MAP – 1028 MAIN STREET – INFILL PCL 13 – 1028 MAIN ST. SUBDIVISION – FILE #PL21-0372 subject to fifty-eight (58) conditions of approval; and

3. Adopt the two (2) findings of fact and approve the TREE PERMIT – 1028 MAIN STREET – INFILL PCL 13 – 1028 MAIN ST. SUBDIVISION – FILE #PL21-0372 subject to twenty (20) conditions of approval.

CONDITIONS OF APPROVAL FOR THE TENTATIVE SUBDIVISION MAP – FILE #PL21-0372

1. This Tentative Subdivision Map approval shall be effectuated within a period of two (2) years from March 23, 2023 and if not effectuated shall expire on March 23, 2025. Prior to said expiration date, the applicant may apply for an extension of time. (Planning)

2. The project is approved as shown in Exhibits A-E and as conditioned or modified below. (Planning)

3. The approval of this Tentative Map or tentative site does not constitute approval of proposed improvements as to size, design, materials, or location, unless specifically addressed in these conditions of approval. The Developer shall submit civil drawings to the Department of Development Services – Engineering Division for review and approval. (Engineering)

4. The design and construction of all improvements shall conform to the Design and Construction Standards of the City of Roseville, or as modified by these conditions of approval, or as directed by the City Engineer. (Engineering)

5. The applicant shall not commence with any on- site improvements or improvements within the right- of-way until such time as grading and/or improvement plans have been submitted for review and are approved with grading and/or encroachment permits issued by the Depart ment of Development Services – Engineering Division. (Engineering)

6. The applicant shall pay City’s actual costs for providing plan check, mapping, GIS, and inspection services. This may be a combination of staff costs and direct billing for contract professional services.

Project billing may occur up to two (2) months after the end of warranty or the Notice of Termination date for the SWPPP, whichever occurs later. (Engineering, Environmental Utilities, Electric, Finance)

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INFILL PCL 13 – 1028 Main St. Subdivision – 1028 Main Street; File #PL21-0372 Planning Commission – March 23, 2023 – Page 7 of 14

7. The project shall comply with all required environmental mitigation identified in the 1028 Main Street Subdivision Initial Study Mitigated Negative Declaration, and shall include all applicable mitigation measures as notes on the grading plans. (All Departments)

PRIOR TO ISSUANCE OF A GRADING PERMIT AND/OR IMPROVEMENT PLANS

8. Landscape Plans for all landscape corridors and all landscaped common areas shall be approved with the improvement plans. Landscaping shall be installed for Substantial Completion of the subdivision improvements. Landscape corridors shall also successfully complete the required establishment period.

The landscape plan shall comply with the City of Roseville Water Efficient Landscape Ordinance. (Planning, Engineering, Parks, Fire, Environmental Utilities)

9. Grading around the native oak trees or other natural features shall be as shown on the tentative map or as approved in these conditions (Planning)

10. The applicant shall submit to the Engineering Division the appropriate Army Corps of Engineers permit or clearance, the California Department of Fish and Game Stream Bed Alteration Agreement, and/or the Regional Water Quality Control Board Water Quality Certificate. (Planning)

11. The grading and improvement plans shall be designed in accordance with the City's Improvement Standards and Construction Standards and shall reflect the following:
a. Street improvements including, but not limited to, curb, gutter, sidewalk, pavement, drainage systems, traffic striping, signing, medians and markings, etc. along all existing and proposed City streets, as required by Engineering.
b. Grading shall comply with the City grading ordinance. Erosion control devices (sediment traps, ditches, straw bales, etc.) shall be shown on the grading plans. All erosion control shall be installed prior to the onset of wet weather. Erosion control is installed to minimize silt discharge from the project site. It is incumbent upon the applicant to ensure that necessary measures are taken to minimize silt discharge from the site. Therefore modification of the erosion control plan may be warranted during wet weather conditions.
c. A rough grading permit may be approved by the Engineering Department prior to approval of the improvement plans.
d. Access to the floodplain as required by Engineering and the Streets Department. e. Standard Accessible ramps shall be installed at all curb returns per City Standards. (Engineering)

12. For all work to be performed off -site, permission to enter and construct shall be obtained from the property owner, in the form of a notarized right-of-entry. Said notarized right-of-entry shall be provided to the Engineering Division prior to approval of any plans. (Engineering)

13. The applicant shall apply for and obtain an encroachment permit from the Engineering Department prior to any work conducted within the City right-of-way. (Engineering)

14. The applicant shall remove and reconstruct any existing damaged curb, gutter, and sidewalk along the property frontage. During site inspection Engineering will designate the exact areas to be reconstructed. (Engineering)

15. All Lots/Parcels shall conform to Class 1 drainage, pursuant to the adopted City of Roseville Improvement Standards, except as shown on the tentative map or as approved in these conditions. (Engineering)

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Roseville City CouncilJuly 16, 2025

Roseville City Council
July 16, 2025