Lien Agreement — Menifee City Council, June 4, 2025

NO FEE DOCUMENT
Government Code § 6103

RECORDING REQUESTED BY AND
WHEN RECORDED RETURN TO:

CITY OF MENIFEE
29844 Haun Road
Menifee, CA 92586
Attn: City Clerk
APN: 327-320-028

LIEN AGREEMENT
THIS LIEN AGREEMENT ("Lien Agreement") is made and entered into this_ _day of _ 2025, by and between the CITY OF MENIFEE, a California municipal corporation ("City") and Briggs & 74, LLC, a California limited liability company ("Owner").

RECITALS
A. The City and the Owner cooperated on the recordation of Parcel Map No. 37380, on 2025, a proposed development comprised of
located
in the City of Menifee, County of Riverside, State of California (the "Project") more fully described on Exhibit "A-1" and depicted on Exhibit "A-2" (the "Property").

B. In connection the recordation of the Final Map, Owner has executed a Subdivision Improvement Agreement and delivered same to the City. The usual subdivision bonds for Streets, Drainage, Water and Sewer will be replaced/substituted by this Lien Agreement.

C. Owner is required to construct certain improvements as listed in Exhibit "B" attached hereto ("Public Improvements").

D. California Government Code Section 66499 authorizes the City and Owner to enter into this Lien Agreement in satisfaction of the security obligations contained in the Subdivision Improvement Agreement.

City has found and determined that it would not be in the public interest to require the installation of the Public Improvements sooner than two years after recordation of 1 the Final Map.

F. Owner has provided a title insurance policy and current title report to the City from a title company approved by the City and issued within the 60 days prior to the execution of this Lien Agreement that documents that the Owner is the record owner of the Property and the Property is not subject to any mortgages, deeds of trust, or judgment liens.

OPERATIVE PROVISIONS
NOW, THEREFORE, for valuable consideration, the receipt and sufficiency of which the Parties hereby acknowledged, the Parties hereto agree as follows:

I. Owner Performance and Obligations
A. Owner hereby grants to City, in accordance with the terms and conditions of this Lien Agreement, a lien upon the Property as security for the following obligations of Owner (collectively, the "Obligations"):
(1) Construction of the Public Improvements specified in Exhibit "B" attached hereto; provided, however, that Owner's obligation hereunder shall extend to the actual cost of the construction of the Public Improvements, notwithstanding that such costs may exceed the estimate set forth in Exhibit "B"; and
(2) Payment of the balance of the fees or provision of the Public Improvements or services described in the California Subdivision Map Act and the City of Menifee Municipal Code (collectively, "Subdivision Code"), in the amount required in accordance with the Subdivision Code (collectively, "Fees"), as determined appropriate by the Director of Public Works.

This Lien secures the Obligations and the remedies provided herein for breach of the Obligations.

B. For so long as title to the Property remains subject to this Lien Agreement, Owner shall not: (1) commence work on any portion of the Public Improvements except as necessary to correct or prevent threats to the public health, safety or general welfare with the consent of the City or (2) sell or permit the sale of any lot shown on the Final Map.

C. Prior to commencing the installation and/or construction of any portion of the Public Improvements required by the Subdivision Improvement Agreement, Owner shall deposit fees for inspection, tests and other related purposes, and shall substitute other forms of security satisfactory to City in place of this Lien Agreement.

D. Owner shall provide all substitute forms of security in the amounts and for the purposes set forth in the Subdivision Improvement Agreement, except that the amounts shall 2 be calculated using the estimated cost of the Public Improvements at the time of substitution, as ascertained by City.

E. Owner shall substitute acceptable security for this Lien Agreement and commence construction of the Public Improvements required by the Subdivision Improvement Agreement within two (2) years following the date of recordation of the Final Map. At its sole discretion, the City may grant up to three extensions of time for one year each. For each extension of time, Owner shall provide a title insurance policy and current title report from a title company approved by the City, and issued within 60 days prior to the request for an extension of time, that documents that Owner is the record owner of the real property to be divided as identified on the Final Map and the real property to be divided is not subject to any mortgages, deeds of trust, or judgment liens.

F. Owner shall pay the Fees related to the work required by the Subdivision Improvement Agreement for which the Fees are required prior to issuance of any building permit.

G. Owner agrees that if suit is brought upon this Lien Agreement, all costs and reasonable expenses and fees incurred by the City in successfully enforcing Owner's obligations shall be paid by Owner, including attorneys' fees, and that, upon entry of judgment, all such costs, expenses and fees shall be taxed as costs and included in any judgment rendered.

Owner agrees to indemnify, and hold harmless, the City, its officers, employees and agents from any liability whatsoever based or asserted upon: (i) any act or omission of Owner, its employees and agents relating to or in any way connected with the accomplishment of work, obligations, or performance of service under this Lien Agreement; or (ii) the approval of this Lien Agreement. As part of the foregoing indemnity, Owner agrees to protect and defend, with counsel selected by City, at Owner's own expense, including attorneys' fees, the City, its officers, employees and agents in any legal action based upon such alleged acts or omissions.

II. City's Performance and Obligations
Following (1) City's approval of the substitute forms of security submitted by Owner, (2) deposit by Owner of fees for inspections, tests and other specific purposes and (3) Owner's payment or other performance of the obligations encompassed by the Subdivision Improvement Agreement, performance of which are secured by this Lien Agreement, City shall release the Property from the provisions of this Lien Agreement, and shall execute any necessary release to enable Owner or its transferee to clear the record of title of the Property so released of the lien herein imposed.

B. In no instances shall this Lien Agreement compel the City to construct the required Public Improvements.
3 III. Owner's Representations and Warranties
Owner represents and warrants that no lots within the Property have been sold, no construction permits (including but not limited to grading permits and building permits) have been issued and are active for all or part of the Property, and no construction of any of the Public Improvements has commenced.

IV. Effect of Lien Agreement
A. From the date of recordation of this Lien Agreement, a lien shall attach to the roperty which shall have the priority of a judgment lien in an amount necessary to discharg Il obligations contained in the Subdivision Improvement Agreement and any Fees. Under n circumstances shall the City agree to subordinate the lien.

B. Owner shall have the right to convey or sell fee title to the entire Property, or a portion thereof, encumbered by this Lien Agreement, so long as the purchaser agrees in writing to accept and be bound by the terms and provisions of this Lien Agreement, the Subdivision Improvement Agreement, and the Fees, or has provided alternative security acceptable to the City. Any new lien agreement entered into by a purchaser of the Property must provide for completion of the Public Improvements by the same date as is specified herein.

C. This Lien Agreement shall expire upon release of the Property by the City, except that Owner's obligation to commence the Public Improvements within two (2) years from the date of recordation of this Lien Agreement (or such date as may have been extended in accordance with the Subdivision Code, as described in Section I(E) above), shall not expire but shall remain in full force and effect until satisfactory completion of the Public Improvements in full compliance with the Subdivision Improvement Agreement.

D. Notwithstanding any provisions of the Subdivision Code to the contrary, so long as this Lien Agreement is utilized for security as described herein, the City is not obligated to accept offers of dedication for street or drainage purposes on the Property.

V. Events of Default
Upon the occurrence of any one of the following events, Owner shall be deemed in default hereunder:

A. Filing of any proceedings or action by or against Owner to declare Owner bankrupt or to appoint a receiver or trustee for Owner or to make an assignment for the benefit of creditors or to do anything else of a similar nature or purpose under any state or federal bankruptcy or insolvency laws, if such proceedings or actions are not discharged within sixty (60) days.
4 Levy of any attachment or writ of execution against Owner and the Property whereby the Property is taken or occupied or attempted to be taken or occupied by someone other than Owner and such attachment or execution is not released within sixty (60) days.

C. Sale of any lot shown on the Final Map prior to release of the lien created by this Lien Agreement, except as provided in Section IV(B) above.

D. Breach by Owner of any other term or condition of this Lien Agreement or the Subdivision Improvement Agreement or Owner's failure to fully and faithfully discharge its obligations hereunder within the time specified in Section VI below.

E. Request by Owner of issuance by the Department of Real Estate of the Final Subdivision Public Report for the Property without first completing the Public Improvements to the written satisfaction of City.

All References to Owner in this section shall be deemed to include Owner's successors, assignees, and transferees.

VI. City's Remedies
Upon the occurrence of any of the events described in Section V, above, City may declare a breach of this Lien Agreement by if Owner does not cure such violation within 90 days after Owner's receipt of written notice from the City (or, if not curable within 90 days, within such period of time as is reasonably necessary, but in no event more than 180 days, provided Owner diligently commences and pursues such cure and indemnifies the City for all related costs, of whatever kind) and City may exercise any one or more of the following remedies:

A. Pursue any or all if the remedies provided in the Subdivision Improvement Agreement;
B. Enforce this lien by appropriate action in court or as provided by law and in the event of enforcement is by action in court, the Owner agrees that the amount of said lien shall include reasonable attorneys' fees which shall be taxed as a cost in any suit for such enforcement;
Estimate the cost of the work required to complete the Public Improvements, and all fees associated therewith, and foreclose said lien in said amount; D. Pursue any other remedy, legal or equitable, for the foreclosure of a lien.

Owner, its heirs and assigns, shall pay reasonable attorneys' fees to be taxed as cost in said proceedings.
5 VII. General Provisions
A. Recordation. This Lien Agreement shall be recorded by City with the County Recorder immediately following execution of this Lien Agreement indexed by (1) all parties hereto, and (2) all parties having any record title interest in the subject real property, pursuant to Government Code Section 66436, acknowledge subordination of their interest of this Lien Agreement.

B. Contingency. This Lien Agreement shall not take effect until it has been approved by the City Council of the City of Menifee.

Entire Agreement. This Lien Agreement together with all exhibits and other agreements expressly referred to herein, constitutes the entire agreement between the parties with respect to the subject manner contained herein. All prior or contemporaneous agreements, understandings, representations, warranties, and statements, oral or written are superseded.

D. Further Assurances. The parties agree to perform such further acts and to execute and deliver such additional documents and instruments as may be reasonably required in order to carry out the provisions of this Lien Agreement and the intentions of the parties.

Governing Law. This Lien Agreement shall be governed, interpreted, construed, and enforced in accordance with laws of the State of California.

F. Headings. The captions and section headings used in this Lien Agreement are inserted for convenience of reference only and are not intended to define, limit or effect construction or interpretation of any term or provision hereof.

G. Modification, Waiver. No modification, waiver, amendment or discharge of this Lien Agreement shall be valid unless the same is in writing and signed by all parties.

H. No Other Inducement. The making, execution and delivery of this Lien Agreement by the parties hereto have been induced by no representations, statements, warranties, or agreements other than those expressed herein.

I. Severability. If any term, provision, covenant, or condition of this Lien Agreement is held to be invalid, void or otherwise unenforceable, to any extent, by any court of competent jurisdiction, the remainder of this Lien Agreement shall not be effected thereby, and each term, provision, covenant, or condition of this Lien Agreement shall be valid and enforceable to the fullest extent permitted by law.

J. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which taken together shall constitute one and the same Agreement.
6 IN WITNESS WHEREOF, the parties have caused this Agreement to be entered into as of the date first written above.

CITY OF MENIFEE, a Municipal Corporation Briggs & 74, LLC, a California limited in the State of California liability company
By: By:

Name: Daniel L. Stephenson
Its: Its: Manager
ATTEST:

City Clerk
APPROVED AS TO FORM:

City Attorney
7 ACKNOWLEDGMENT
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.

State of California
County of _ Riverside
on April 18.2025 before me, Jeannie M. Dey, Notary Public (insert name and title of the officer)
personally appeared Daniel L. Stephenson
who proved to me on the basis of satisfactory evidence to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal. JEANNIE M. DEY
COMM. #2363848

NOTARY PUBLIC - CALIFORNIA &

RIVERSIDE COUNTY
My Conur Expres Jul 2. 2025
(Seal)
EXHIBIT "A-1"

LEGAL DESCRIPTION
Real property in the City of Menifee, County of Riverside, State of California, described as follows:

PARCEL "C" AS SHOWN ON NOTICE OF LOT LINE ADJUSTMENT NO. LLA 17-005, AS EVIDENCED BY DOCUMENT RECORDED JULY 19, 2018 AS INSTRUMENT NO. 2018-0291969 OF OFFICIAL RECORDS, THAT PORTION OF LOT 268-B AND LOT 269 OF ROMOLA NO. 5 IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP FILED IN BOOK 14, PAGES 44 THROUGH 46,

INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY LYING WITHIN SECTION 12, TOWNSHIP 5 SOUTH, RANGE 3 WEST, S.B.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

ALL OF SAID LOT 268-B TOGETHER WITH THE SOUTHERLY 22.00 FEET OF SAID LOT 269;

EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE COUNTY OF RIVERSIDE BY DEED RECORDED SEPTEMBER 28, 1966 AS INSTRUMENT NO. 96186 OF OFFICIAL RECORDS.

ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE COUNTY OF RIVERSIDE BY DEED RECORDED JUNE 22, 1994 AS INSTRUMENT NO. 94-253036, OF OFFICIAL RECORDS.

APN: 327-320-028
EXHIBIT "A-2"
Site Plan Attached

SITE DATA EMPIRE

ADORELS ESIGN
GROUP.

BRIGGS AND
HIGHWAY 74, LP

BRIGGS ROAD
*CLOSE AURAN 2K1E
BRIGGS AND HIGHWAY 74, LP SEC HWY. 74 & BRIGGS ROAD MENIFEE, CA 92585 NONES

SCOPE OF WORK

SHEET INDEX
"HIGHWAY

EGAL DESCRIPTION PROJECT DEVELOPER VICINITY MAP

CONCEPTUAL SITE PLAN
APPLICANT / DEVELOPER'S REP.

SITE

CONCEPTNAL
ARCHITECT / APPLICANTS REP.

AS 1
EXHIBIT "B"

PUBLIC IMPROVEMENTS AND ESTIMATED COSTS
Street Improvements: IP20-010S
Water and Recycled Water System Improvements: IP20-010U Drainage Improvements: IP20-010SD
Streetscape Improvements: IP20-010L
Survey Monuments: PM37380
10 • •

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT MAP NO. 37380 DATE: 9/16/2024
IP: IP20-010S & IP20-010U

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (*50% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
$ 1,287.500.75 $ 1,287,500.00 $ 643,750.00
Street/Drainage 0.00
*Flood Control $ 0.00 $ $
70,934.40 71,000.00 35,500.00
Dom Wtr •EMWD $
20,073.60 $ 20.000.00 $ 10,000.00
Rec Wtr EMWD $
Sewer EMWD 0.00 0.00 $ 000
1,378,508.75 $ 1,378,500.00 689,250.00
Total
Warranty Retention (10%) $ 137,850.00

DESIGN ENGINEER'S CALCULATION OF IMPROVEMENT BONDING COSTS Construction items and their quantities, as shown on the attached sheets, are accurate for the improvements required to construct the above project and the mathmatical extensions, using City's unit costs, are accurate for determining bonding costs
Above amounts do G do not G include additional 20% for recordation prior to having signed plans (Ordinance460, Section 10.3E).
9-16-24
Date
NO. C 48750
48750 9-30-24
Jeff A. Anderson
Name Typed or printed RCE# Exp. Date
CNIL

SIATE OF CALFORN
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estate.
** PLEASE READ INSTRUCTIONS BELOW **

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items.

3. For Construction items not covered by "The City of Menife Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs as

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
ROADWAY SECTION 1 Area = 66,845 S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00 Cut (c) = 4,950 C.Y.

2. Projects without a Grading Plan
Road area and side slopes to daylight Fill (f) = C.Y.

If balance, provide (a.) only, either cut or fill
If export, provide (a.)&(b.) a = fill, b = cut - fill
If import, provide (a)&(c), a = cut, c = fill - cut
(Unit costs for (a).(b), & (c) are 20% of actual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
(a.) Excavate and Fill C.Y. $ 0.40 $ 0,00
4,950 C.Y. $ 1.10 $ 5,445.00
(b.) Excavate and Export
C.Y. 2.80 $ 0.00
(c.) Import and Fill
2,806 TON $ 90.00$ 252,529.71
Asphalt Concrete (144 Ibs/cu.ft)
Thickness in Feet (0.33' min.) = 0.583
Agg Base Class II 3,404 C.Y. 50.00 $ 170,207.18
Thickness in Feet = 1.375
Ton 600.00 $ 0.00
Asphalt Emulsion (Fog Seal/Paint Binder)
ROADWAY SECTION 2 Area = 43,375 S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. 25.00 $ 0.00

2. Projects without a Grading Plan: Cut (c) = 3,200 C.Y.

Road area and side slopes to daylight Fill (1) = C.Y.
(a.) Excavate and Fill C.Y. 0.40 $ 0.00
(b.) Excavate and Export 3,200 C.Y. IS 1.10 $ 3,520.00
C.Y. 2.80 $ 0.00
(c.) Import and Fill 1.693
TON 90.00 $ 152,339.94
Asphalt Concrete (144 Ibs/cu.ft)
Thickness in Feet (0.33' min.) = 0.542
Agg Base Class Il 1,875 CY. 50.00 $ 93,738.19
Thickness in Feet = 1.167 963.89
Asphalt Emulsion (Fog Seal/Paint Binder) 1.6 Ton 600.00 $ ROADWAY SECTION 3 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50 (hinge point to hinge point) C.Y. 25.00 $ 0.00

2. Projects without a Grading Plan: Cut (c) = C.Y.

Fill (T) = C.Y.
(a.) Excavate and Fill • C.Y. 0.40 $ 0.00
(b.) Excavate and Export C.Y. 1.10 $ 0.00
(c.) Import and Fill C.Y. 2.80 $ 0.00
Asphalt Concrete (144 lbs/cu.ft) TON 90.00 $ 0.00
Thickness in Feet (0.33' min.) = 0.39 0.00
Agg Base Class II C.V. 50.00 $
Thickness in Feet = 0.5
Asphalt Emulsion (Fog Seal/Paint Binder) Ton 60000S 0.00 Sawcut Exist. A.C. Pavement 4,465 L.F. $ 1.00 $ 4,465.00 Cold Plane A.C. Pavement S.F. 0.505 0.00

0.00 Grinding A.C., in place
Remove A.C. Pavement 1,800
Remove Curb and Gutter 0.00

0.00 Remove A.C. Dike

0.00 Remove Chain Link Fence

0.00 Remove Barricade 0.00
Relocate Mailbox 0.00
AC overlay (min. 0.10")
Curb and Gutter (Type A-6) 1,085

0.00 Curb and Gutter (Type A-8)

0.00 Type "C" Curb
Type "D-1" Curb 1,626

0.00 [Type "D" Curb 0.00
A.C. Dike (6")(incl. material & labor) 0.00
A.C. Dike (8" (incl. material & labor) 0.00
P.C.C. Cross Gutter and Spandrels
P.C.C. Sidewalk B,260
P.C.C. Driveway Approach 3,700

0.00 P.C.C. Dip Section Std. 307
ADA Access Ramp (w/ new construction)

0.00 ADA Access Ramp (in existing improvements)

0.00 Barricades

0.00 Metal Beam Guard Railing

0.00 (total length of Streets) 0.00
Chain Link Fence ( 6' )
$ 0.00
Relocate Fence
$ 0.00
Pipe Gate
$ 0.00
Relocate Power Pole
Street Lights (including conduit) $
$ 0.00
Adjust Water Valve to Grade ( if no water plan)

0.00 Adjust MH to Grade ( if no sewer plan )
$ 0.00
$ 0.00

0.00 0.00
$ 0.00

0.00 0.00

0.00 $ 0.00

0.00 EA €A tA 0.00

0.00 LANDSCAPING
Maintenance Walk STD 113 S.F. $ 4.00 $
Colored Stamped Concrete S.F. 10.00 $
Street Trees (15 Gallon) EA 100.00 S
Landscape and Irrigation S.F $ 3.50 $
Landscape Fill Material C.Y. 27.00 $
EA 7,000.00 $
Water Meter
Electric Meter S.F 10,000.00$
Remove trees EA $ 3,000.00 $
69 09 69

0.00 DRAINAGE

0.00 Concrete Bulkhead

0.00 Slope Anchors for Pipes
0000
Cut Off Wall ( Std 2')

0.00 A. C. Overside Drain

0.00 Under Sidewalk Drain Std 309
Flat Outlet Drainage Structure Std 303 0.00

0.00 Curb Outlet Drainage Structure Std 308

0.00 Terrace Drain & Down Drain

0.00 Interceptor Drain

0.00 R.C. Box Culvert (2 - 3'X5' ) 0.00
Concrete Channel 0.00
Rip Rap (1/4 Ton) Methob B ( 1.9 tons /CY) 0.00
Rip Rap ( Ton Ton) Method B 0.00
Rip Rap ( 1 Ton) Method B 0.00
Rip Rap (2 Ton) Method B 0.00
Grouted Rip Rap ( 1/4 Ton) Method B 0.00
Grouted Rip Rap ( 1/2 Ton) Method B

0.00 Grouted Rip Rap ( 1 Ton) Method B

0.00 Grouted Rip Rap (2 Ton) Method B

0.00 18" R.C.P. round, arch or elliptical

0.00 24" R.C.P. round, arch or elliptical
$ 0.00
30" R.C.P. round, arch or elliptical
$ 0.00
36" R.C.P. round, arch or elliptical
$ 0.00
42" R.C.P. round, arch or elliptical
48" R.C.P. round, arch or elliptical $ 0.00

0.00 18" C.S.P. or HDPE N12

0.00 24" C.S.P. or HDPE N12

0.00 30" C.S.P. or HDPE N12

0.00 36" C.S.P. or HDPE N12

0.00 42" C.S.P. or HDPE N12

0.00 48" C.S.P. or HDPE N12

0.00 Catch Basin W=4'

0.00 Catch Basin W=7'

0.00 Catch Basin W=14*

0.00 Catch Basin W=21'

0.00 Catch Basin W=28'

0.00 Inlet Type IX or X
$ 0.00
Junction Structure No. 1
Junction Structure No. 2 0.00

0.00 0.00

0.00 0.00
2 0.00

0.00 0.00

0.00 0.00
460
$ 0.00
$ 0.00
$ 0.00

SIGNING, STRIPING AND SIGNALS

0.00 Remove Painted Traffic Stripes and Markings
GA CA GA 0.00
4* Painted Solid Stripes

0.00 4ª Painted Solid Stripes (2 Coats ) 0.00
4" Painted Broken Stripes
4a Painted Double Solid Stripes 0.00

0.00 6" Painted Bike Lane Stripes

0.00 8" Painted Channelizing Line

0.00 12* Painted Crosswalk & Limit Line

0.00 Painted One-Way, No Passing

0.00 Painted Two-Way Left Turn Lane

0.00 Painted Pavement Markings 0.00
Remove Thermoplastic Traffic Stripes and Markings
4ª Thermoplastic Solid Stripes
4" Thermoplastic Broken Stripes

0.00 4" Thermoplastic Double Solid Stripes
6" Thermoplastic Bike Lane Stripes
8" Thermoplastic Channelizing Line
12" Thermoplastic Crosswalk & Limit Line
Thermoplastic One-Way, No Passing 0.00
Thermoplastic Two-Way Left Tum Lane
Thermoplastic Pavement Markings

0.00 Marking 0.00
Thermoplastic Cross Walk and Pavement Marking $

0.00 Remove, Sign, Salvage

0.00 Relocate Roadside Sign
Road Sign & Post
Install Sign (Strap and Saddle Bracket Method) $

0.00 Install Sign (Mast Arm Hanger Method)

0.00 Stop Sign & Post
Road Sign on existing pole / post (One Post) $ 0.00

0.00 Road Sign on existing pole / post (Two Post) 0.00
Object Marker - Modified Type "F" Delineator 0.00
Delineator (Class 1 Type F) $
$ 0.00
Delineator ( Class 2) 0.00
$
Pavement Marker, Reflective
New Traffic Signal & Lighting (Major Intersection) $ 250,000.00$ 0.00 $ 150,000.00 $ 0.00
New Traffic Signal & Lighting (Minor Intersection)
Retrofit of Ex. Traffic Signal & Lighting 100,000.00 $
6' Round Signal Loops 450.00$
GA CA 400000S
Install Pull Box (#5)
Install Pull Box (#6) 50000$
2" PVC Interconnect Conduit & Cable 25.00 S
3" PVC Interconnect Conduit & Cable tA tA LA tA LA 30.00 $ 3" PVC Conduit & Fiber Optic Cable 35.00 S
8,000.00 S
Design/submittals/review 40,000.00 S
Mobilization 30,000.00 $
Traffic Control $ 15.000.00 S
A. [Subtotal
B. Administrative Contingency (20% x A)
C. CM - inspection - LC (8%)
D Streets/Drainage Total (A + B)

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

DOMESTIC WATER IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
4ª Waterline PVC C-900 DR-18 L.F. $ 25.00$ 0.00
6" Waterline PVC C-900 DR-18 L.F. $ 30.00 $ 0.00
g™ Waterline PVC C-900 DR-18 L.F. $ 35.00$ 0.00
12" Waterline PVC C-900 DR-18 540 L.F. $ 55.00 $ 29,700.00 L.F. 90.00 $ 0.00
16" Waterline PVC C-905 DR-18
L.F. 135.00 $ 0.00
18" Waterline PVC C-905 DR-18
L.F. $ 180.00 $ 0.00
20" Waterline PVC C-905 DR-18
EA. 715.00 $ 0.00
4" Gate Valve RS
EA. 830,00 $ 0.00
6" Gate Valve RS
3" Gate Valve RS EA. $ 1,340.00 $ 0.00
1 EA. $ 2,300.00 $ 2,300.00
12" Gate Valve RS
EA. $ 6,270.00 $ 0.00
16" Gate Valve RS
EA. 14,300.00 $ 0.00
18" Gate Valve RS
EA. 4,000.00 $ 0.00
6" Fire Hydrant (Standard)
1 EA. $ 4,500.00 $ 4,500.00
6" Fire Hydrant (Super)
4" Blowoff EA. $ 3,500.00 $ 0.00
EA. $ 4,000.00 $ 0.00
6" Blowoff
EA. $ 2,400.00 $ 0.00
1" Air and Vacuum Valve.

EA. 4,000.00 $ 0.00
2" Air and Vacuum Valve.

EA. $ 800.00 $ 0.00
1" Service Connection ( No Meter)
EA. 2,480.00 $ 0.00
1-1/2" Service Connection (No Meter)
2" Service Connection (No Meter) 2 EA. 2,780.00 $ 5,560.00 4" Service Connection (No Meter) 1 EA. $ 4,500.00 $ 4,500.00 EA. $ 200.00 $ 200.00
Adjust Water Valve to Grade
EA. $ 500.00 $ 500.00
Removal of Blowoff
EA. $ 2,000.00 $ 2,000.00
Join at existing end of 12" pipe
EA. $ 1,000.00 $ 0.00
1" Hot Tap
EA. 1,430.00 $ 0.00
4" Hot Tap
EA. $ 1,750.00 $ 0.00
6" Hot Tap
8" Hot Tap EA. 2,200.00 $ 0.00
12" Hot Tap EA. $ 3,150.00 $ 0.00
$ 0.00
$ 0.00

0.00 A. Subtotal $ 49,260.00
B. Administrative Contingency (20% x A) $ 9,852.00
C. Water Total (A +B) $ 59,112.00

PRIOR TO HAVING SIGNED PLANS
D. [20% x C 11,822.40
E. Water Total (C +D) 70,934.40

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

RECYCLED WATER IMPROVEMENTS

QUANTITY UNIT UNIT AMOUNT
ITEM
COST
4" Waterline PVC C-900 DR-18 Purple L.F. 25.00 $ 0.00
6" Waterline PVC C-900 DR-18 Purple L.F. $ 30.00 $
540 L.F. $ 35.00 $ 18,900.00
8" Waterline PVC C-900 DR-18 Purple
12" Waterline PVC C-900 DR-18 Purple L.F. 55,00 $
16" Waterline PVC C-905 DR-18 Purple L.F. $ 90,00 $
18" Waterline PVC C-905 DR-18 Purple L.F. 135.00 $ 0.00 20" Waterline PVC C-905 DR-18 Purple L.F. 180.00 $ 0000 EA. 715.00 $ 0.00
4" Gate Valve RS
6" Gate Valve RS EA. 830.00 $ 0.00
8" Gate Valve RS EA. $ 1,340.00 $
12" Gate Valve RS EA. 2,300.00 $
EA. 6,270.00 $ 0.00
16" Gate Valve RS
18" Gate Valve RS EA. $ 14,300.00 $ 0.00
EA. $ 3,500.00 $ 0.00
4" Blowoff
6" Blowoff 1 EA. $ 4,000.00 $ 4,000.00
1" Air and Vacuum Valve. EA. $ 2,400.00 $ 0.00
EA. 4,000.00 $ 0.00
2" Air and Vacuum Valve.
1" Service Connection (No Meter) EA. 800,00 $ 0.00
1-1/2 Service Connection (No Meter) 3 EA. $ 2,480.00 $ 7,440.00 2" Service Connection ( No Meter) EA. $ 2,780.00 $ 0.00 4" Service Connection (No Meter) EA. 4,500.00 5 0.00
EA. $ 200.00 $ 0.00
Adjust Water Valve to Grade
Removal of Blowoff EA. 500.00 $ 500.00
Join at existing end of 8" pipe EA. 2,000.00 $ 2,000.00 EA. 1,000.00 $ 0.00
1" Hot Tap
EA. $ 1,430.00 $ 0.00
4" Hot Tap
EA. $ 1,750.00 $ 0.00
6" Hot Tap
EA. $ 2,200.00 $ 0.00
8" Hot Tap
12" Hot Tap EA. $ 3,150.00 $ 0.00
$
$ 0.00
A. Subtotal 13,940.00
B. Administrative Contingency (20% × A) $ 2,788.00
c. Water Total (A +B) 16,728.00

PRIOR TO HAVING SIGNED PLAND
D. 20% x C $ 3,345.60
E. Water Total (C + D) 20,073.60

CITY OF MENIFEE ENGINEERING DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT MAP NO. 37380 DATE: 4/25/2023
IP: IP20-010S

FAITHFUL PERFORMANCE MATERIAL & LABOR

SECURITY SECURITY
(100% of Estimated (*50% of Estimated
IMPROVEMENTS Construction Costs) Construction Costs)
Street/Drainage $ 124,485.12 124.500.00 $ 62,250.00
*Flood Control $ 0.00 $ 0.00 $ 0.00
Dom Wtr EMWD $ 0.00 $ 0.00 $ 0.00
Rec Wtr EMWD 0.00 $ 0.00 $ 0.00
Sewer EMWD 0.00 0.00 $ 0.00
Total 124,485.12 $ 124,500.00 $ 62,250.00
Warranty Retention (10%) $ 12,450.00

ENGINEER,
Joseph Castaneda 59835 12/1/2023 EXPO 12731/23
Name Typed or printed RCE# Exp. Date

TIE OF CALIBR
Civil Engineer's Stamp
*Flood Control Construction Cost Estimate to be provided by Flood Control District. Provide a copy of Flood Control District letter stating cost estate.
*** PLEASE READ INSTRUCTIONS BELOW ***

1. Quantities are to be taken from the Improvement Plans. Unit cost are to be as provided on "City of Menifee Improvement Requirement Worksheet."

2. Show Performance Bond Amounts to the nearest $500.00. Material and Labor Bond Amounts are 50% of Performance Bond Amountss. **100% for Flood Control items.

3. For Construction items not covered by "The City of Menifee Improvement Requirements Worksheet", Design Engineer is to provide his opinion of construction cost and use that cost. If City of Menifee Unit Costs are determined to be too low, in the opinion of the design engineer, the higher costs as

CITY OF MENIFEE ENGINEERING DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

STREET AND DRAINAGE IMPROVEMENTS

ITEM QUANTITY UNIT UNIT AMOUNT
COST
ROADWAY SECTION 1 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00

2. Projects without a Grading Plan Cut (c) = C.Y.

Road area and side slopes to daylight Fill (f) = C.Y.

If balance, provide (a.) only, either cut or fil
f export, provide (a.)&(b.) a = fill, b = cut - fil
eliminate hazardous conditions.)
(a.) Excavate and Fill C.Y. $ 0.40 $ 0.00
(b.) Excavate and Export C.Y. 1.10 $ 0.00
(c.) Import and Fill C.Y. 2.80 $ 0.00
Asphalt Concrete (144 lbs/cu.ft) TON 90.00 $ 0.00
Thickness in Feet (0.33' min.) = 0.42
Agg Base Class II C.Y. 50.00 $ 0.00
Thickness in Feet = 0.67
Asphalt Emulsion (Fog Seal/Paint Binder) Ton $ 600.00 $ 0.00 ROADWAY SECTION 2 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00

2. Projects without a Grading Plan: Cut (c) = C.Y.

Road area and side slopes to daylight Fill (f) = C.Y.
(a.) Excavate and Fill C.Y. $ 0.40 $ 0.00
(b.) Excavate and Export C.Y. 1.10 $ 0.00
(c.) Import and Fill C.Y. $ 2.80 $ 0.00
Asphalt Concrete (144 lbs/cu.ft) TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) = 0.39
Agg Base Class I! C.Y. 50.00 $ 0.00
Thickness in Feet = 0.5
Asphalt Emulsion (Fog Seal/Paint Binder) - Ton 600000$ 0.00 ROADWAY SECTION 3 Area = S.F.

Excavation

1. Projects with Grading Plan for Roadway
Area x 0.50' (hinge point to hinge point) C.Y. $ 25.00 $ 0.00

2. Projects without a Grading Plan: Cut (c) = C.Y
Fill (f) = C.Y.
(a.) Excavate and Fill C.Y. $ 0.40 $ 0.00
(b.) Excavate and Export C.Y. $ 1.10 $ 0.00
(c.) Import and Fill C.Y. $ 2.80 $ 0.00
Asphalt Concrete (144 lbs/cu.ft) TON $ 90.00 $ 0.00
Thickness in Feet (0.33' min.) = 0.39
Agg Base Class Il C.Y. $ 50.00 $ 0.00
Thickness in Feet = 0.5
Asphalt Emulsion (Fog Seal/Paint Binder) Ton 600.00 $ 0.00 Sawcut Exist. A.C. Pavement L.F. $ 1.00 S 0.00
Cold Plane A.C. Pavement S.F. $ 0.50 $ 0000
Grinding A.C., in place S.Y. 0.60 $ 0.00
Remove A.C. Pavement $
Remove Curb and Gutter
Remove A.C. Dike
Remove Chain Link Fence $
Remove Barricade
Relocate Mailbox $
AC overlay (min. 0.10")
Curb and Gutter (Type A-6)
Curb and Gutter (Type A-8)
Type "C" Curb $
Type "D-1" Curb
Type "D" Curb
A.C. Dike (6")(incl. material & labor)
A.C. Dike (8"(incl. material & labor)
P.C.C. Cross Gutter and Spandrels
P.C.C. Sidewalk $
P.C.C. Driveway Approach
P.C.C. Dip Section Std. 307 $
ADA Access Ramp (w/ new construction)
ADA Access Ramp (in existing improvements)
Barricades $
Metal Beam Guard Railing $
(total length of Streets) $
Chain Link Fence (6') $
Relocate Fence $
Pipe Gate $ $
Relocate Power Pole $
Street Lights (including conduit) $
Adjust Water Valve to Grade ( if no water plan) $
Adjust MH to Grade ( if no sewer plan) $
$
$
$
$
$ $
$ $
$
$ $
$

LANDSCAPING
Maintenance Walk STD 113 S.F. 4.00 $
Colored Stamped Concrete S.F. $ 10.00 $
Street Trees (15 Gallon) EA $ 100000$
Landscape and Irrigation S.F. 3.50 $
Landscape Fill Material C.Y. $ 27.00 $
Water Meter EA 7,000.00 $
Electric Meter S.F. $ 10,000.00 $
Remove trees EA $ 3,000.00 $
$ $
$ $
$
$

DRAINAGE
Concrete Bulkhead EA. $ 200.00 $
Slope Anchors for Pipes 0.00
Cut Off Wall ( Std 2') 0.00
A. C. Overside Drain 0.00
Under Sidewalk Drain Std 309 $ 0.00
Flat Outlet Drainage Structure Std 303 0.00
Curb Outlet Drainage Structure Std 308 0.00
Terrace Drain & Down Drain 0.00
Interceptor Drain 0.00
R.C. Box Culvert (2 - 3'X5' ) 0.00
Concrete Channel 0.00
Rip Rap (1/4 Ton) Methob B (1.9 tons /CY) $ 0.00
Rip Rap ( Ton Ton) Method B 0.00
Rip Rap (1 Ton) Method B 0.00
Rip Rap (2 Ton) Method B $ 0.00
Grouted Rip Rap ( Ton Ton) Method B $ 0.00
Grouted Rip Rap ( 1/2 Ton) Method B $ 0.00
Grouted Rip Rap (1 Ton) Method B 0.00
Grouted Rip Rap (2 Ton) Method B $ 0.00
18" R.C.P. round, arch or elliptical 638
24" R.C.P. round, arch or elliptical $ 0.00
30" R.C.P. round, arch or elliptical $ 0.00
36" R.C.P. round, arch or elliptical $ 0.00
42" R.C.P. round, arch or elliptical $ 0.00
48" R.C.P. round, arch or elliptical $ 0.00
18" C.S.P. or HDPE N12 $ 0.00
24" C.S.P. or HDPE N12 $ 0.00
8888828S88SSS8888SSSSSFFFFFFF55F1208802020098555828
30" C.S.P. or HDPE N12 0.00
36" C.S.P. or HDPE N12 $ 0.00
42" C.S.P. or HDPE N12 0.00
48" C.S.P. or HDPE N12 $ 0.00
Catch Basin W=4' $ 0.00
Catch Basin W=7' 0.00
Catch Basin W=14' $
Catch Basin W=21' $ 0.00
Catch Basin W=28* $ 0.00
nlet Type IX or X 0.00
Junction Structure No. 1 $ 0.00
Junction Structure No. 2 $ 0.00
Junction Structure No. 6 0.00
Transition Structure No. 1 0.00
Transition Structure No. 2 $ 0.00
Transition Structure No. 3 0.00
Manhole No. 1 2
Manhole No. 2 $ 0.00
Manhole No. 3 $ 0.00
Manhole No. 4 $ 0.00
Structural Reinforcement Concrete 0.00
Headwall for 36" or smaller storm drain CA GA 0.00
Drop Inlet (CB 110) 1
Caltrans 18" Concrete Flared End Section (D94A) $
Full Trash Capture Device-Connector Screen (Std 31
$
$ 0.00
$ $ 0.00
$ 0000
$ 0.00

SIGNING, STRIPING AND SIGNALS
Remove Painted Traffic Stripes and Markings S.F 2.50 $ 0.00 4" Painted Solid Stripes L.F. 0.00
4" Painted Solid Stripes (2 Coats) L.F. $ 0.00
4" Painted Broken Stripes L.F. 0.00
4" Painted Double Solid Stripes L.F. $ 0.00
6" Painted Bike Lane Stripes L.F. $ 0.00
8" Painted Channelizing Line L.F. 0.00
12" Painted Crosswalk & Limit Line L.F. 0.00
Painted One-Way, No Passing L.F. 0.00
Painted Two-Way Left Turn Lane LF 0.00
Painted Pavement Markings S.F 0.00
Remove Thermoplastic Traffic Stripes and Markings S.F $ 0.00 4" Thermoplastic Solid Stripes L.F. $ 0.00
4" Thermoplastic Broken Stripes L.F. $ 0.00
4" Thermoplastic Double Solid Stripes L.F. $ 0.00
6" Thermoplastic Bike Lane Stripes L.F. 0.00
8" Thermoplastic Channelizing Line L.F. 0.00
12" Thermoplastic Crosswalk & Limit Line L.F. $ 0.00
Thermoplastic One-Way, No Passing L.F. $ 0.00
Thermoplastic Two-Way Left Turn Lane L.F $ 0.00
Thermoplastic Pavement Markings S.F 0.00
Pavement Marking S.F. $ 0.00
Thermoplastic Cross Walk and Pavement Marking S.F. $ 0.00 Remove, Sign, Salvage EA. 0.00
Relocate Roadside Sign EA. 0.00
Street Name Sign EA. $ 0.00
Install Sign (Strap and Saddle Bracket Method) EA. 0.00 Install Sign (Mast Arm Hanger Method) EA. $ 0.00
Stop Sign & Post EA. $ 0.00
Road Sign on existing pole / post (One Post) EA. 0.00
Road Sign on existing pole / post (Two Post) EA. $ 0.00 Object Marker - Modified Type "F" Delineator EA. 0.00
Delineator (Class 1 Type F) EA. $ 0.00
Delineator ( Class 2) EA. 0.00
Pavement Marker, Reflective EA. 3.75 $ 0.00
New Traffic Signal & Lighting (Major Intersection) LS $ 250,000.00 $ 0.00 New Traffic Signal & Lighting (Minor Intersection) 150,000.00 $ 0.00 Retrofit of Ex. Traffic Signal & Lighting LS $ 100,000.00 $ 0.00 6' Round Signal Loops EA $ 450.00 $ 0.00
Install Pull Box (#5) EA $ 400.00 $ 0.00
Install Pull Box (#6) EA $ 500.00 $ 0.00
2" PVC Interconnect Conduit & Cable L.F. $ 2500$ 0000
3" PVC Interconnect Conduit & Cable L.F. 30.00 $ 0.00
3ª PVC Conduit & Fiber Optic Cable L.F. 35.00 $ 0.00
$ 0.00
Survey LS $ 8,000.00$ 0.00
Design/submittals/review LS $ 40,000.00 $ 0.00
Mobilization LS $ 30,000.00 S 0.00
Traffic Control LS $ 15,000.00$ 0.00
A. [Subtotal $
B. Administrative Contingency (20% × A)
C. CM - Inspection - LC (8%)
D [Streets/Drainage Total (A + B)
Briggs and 74 off-site
Job #17-122

LANDSCAPE COST ESTIMATE

DESCRIPTION QUANTITY UNIT PRICE TOTAL

PLANTING
TREES 48" BOX O EA. 600.00 0.00
36" BOX 5 EA 550.00 2,750.00
24" BOX 52 EA 200.00 10,400.00
15 GAL O EA 60.00 0.00
SHRUBS 5 GAL 499 EA. 17.00 8,483.00
1 GAL 667 EA 6.00 4,002.00
JUTE NETTING O S.F. 0.00
LAWN HYDROSEED 0 S.F. 0.20 0.00
SOIL CLEAR/WEED 22,907 S.F. 0.03 687.21
BARK 22,907 S.F. 0.12 2,748.84
VINYL FENCE 1,300 S.E. 14.00 18,200.00
CONCRETE MOW CURB 1,300 LF. 10,400.00
D.G. TRAIL 3.793 S.F. 5,689.50
SLANTING SUB TOTAL 63,360.55

IRRIGATION
CONTROL 8 STATION 1 EA 10,000.00 10,000.00
BPU 15 INCH 1 EA 750.00 750.00
FLOW SENSOR 1 EA 400.00 400.00
RC.V. 1 INCH 6 EA 150.00 900.00
MASTER RCV 1-1/2 INCH 1 EA 200.00 200.00
RAINBIRD PRS REG 1 INCH 6 EA. 20.00 120.00
RAINBIRD FILTER 6 EA 40.00 240.00
OCV QUICK COUPLING VALVE 11 EA 50.00 550.00
FLUSH VALVE END FLUSH CAP 24 EA. 40.00 960.00
B.VALVE 2 INCH 4 EA 300.00
1-1/2 INCH O EA 50.00
GPH/SALCO EMITTER-MED O EA 1.50
GPH/SALCO EMITTER-LOW 1,351 EA 1.50
UVR-PVC O L.E. 2.50
FLEX TUBING O L.F. 1.00
SIRM RTR 4 PGM 0 EA. 16.00
12" RISER PGM O EA 15.00
12 PGM O EA 30.00
SPRAY HEAD 12 RISER O EA 6.00
RAINBIRD 12 POP-UP O EA 12.00
6 POP-UP O EA 6.00
4 POP-UP O EA 4.00
MAIN 2 INCH O L.F. 4.00
1 1/2 INCH 110 L.F. 3.00 330.00
I INCH O L.F. 1.25 0.00
LATERAL 2 INCH O LF. 1.75 0.00
1-1/2 INCH O L.F. 1.60 0.00
1-1/4 INCH O L.F. 1.40 0.00
I INCH 100 L.F 2.75 275.00
3/4 INCH 6,300 L.F. 2.50 15,750.00
IRRIGATION SUBTOTAL 32,801.50
PLANTING AND IRRIGATION TOTAL 96,162.05
CONTINGENCY 0.20 19,232.41
INSPECTION FEES 0.08 7,692.96
TOTAL 123,087.42
*MAINTENANCE / YEAR 22,907 0.18 1,123.26
Z PLUMB LINE SURVEYING, INC.

June 2, 2024
JENNELL SCHROEDER Phone: (951) 200-2344
41391 Kalmia Street, Ste 200
Murieta, CA 92562
Reference: MONUMENT BOND FOR PM 37380
Dear Jennell,
It is my recommendation to bond in the amount of $2,000.00 Sincerely.

Metal tasty
Michael Van Noty, P.L.S.

Principal Surveyor *
STATE OF CAL FORN 8932
P.O. Box 1211 www.Plumblinesurveying.com P: 7601913|7574 San Jacinto, CA 92581 [email protected] F: 760|625|0082 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.

STATE OF CALIFORNIA

COUNTY OF
On before me,
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/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Notary Signature
My commission expires:
11 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.

STATE OF CALIFORNIA )

COUNTY OF )
On before me,
1 bary outsis factsy ly dencear be the person(s) whose namers) islare subscribed ve he mit in instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Notary Signature
My commission expires:
12

Menifee City CouncilJune 4, 2025

Menifee City Council
June 4, 2025