Murrieta City Council
June 17, 2025

The City of Murrieta intends to comply with the Americans with Disabilities Act (ADA). Persons with special needs should call the City Clerk Department at (951) 461-6031 or email at [email protected] at least 72 hours in advance. Any writings or documents provided to a majority of the City Council regarding any item on this agenda will be made available for public inspection at the public counter at City Hall located at 1 Town Square, Murrieta, CA during normal business hours.

Any presentation requiring the use of the City of Murrieta’s equipment must be submitted to the City Clerk’s department 72 hours prior to the scheduled City Council meeting at City Hall located at 1 Town Square, Murrieta, CA; via email at [email protected] or call (951) 461-6031. Any writings or documents provided to a majority of the City Council regarding any item on this agenda will be made available for public inspection at the public counter at City Hall located at 1 Town Square, Murrieta, CA during normal business hours.

Cindy Warren
Mayor
Jon Levell Lisa DeForest
Mayor Pro Tem Council Member
Lori Stone Ron Holliday
Council Member Council Member
Justin Clifton, City Manager
Tiffany Israel, City Attorney
Cristal McDonald, City Clerk

MURRIETA CITY COUNCIL (CC)

MURRIETA COMMUNITY SERVICES DISTRICT (CSD)

MURRIETA FIRE DISTRICT (FD)

MURRIETA LIBRARY BOARD (LB)

MURRIETA REDEVELOPMENT SUCCESSOR AGENCY (RSA)

MURRIETA HOUSING AUTHORITY (HA)

MURRIETA FINANCING AUTHORITY (FA)
YOU MAY VIEW THE MEETING LIVESTREAMED VIA THE CITY’S WEBSITE AT https://murrieta.legistar.com/Calendar.aspx

CITY OF MURRIETA
Council Chambers
1 Town Square
Murrieta, CA 92562
Tuesday, June 17, 2025
2:45 PM WORKSHOP
4:45 PM CLOSED SESSION
6:00 PM REGULAR MEETING
1 City Council Meeting Agenda June 17, 2025
2:45 PM WORKSHOP

CALL TO ORDER

ROLL CALL

WORKSHOP
Public comments relating to the Workshop will be taken during the respective item.

WS1. Hillside Updates (DCA-2021-2396) - Workshop 3
Recommended Action:

Receive a presentation by staff, receive public comments, discuss the proposed Ordinance, and provide direction related to policy options under the proposed Ordinance framework.

RECESS
4:45 PM CLOSED SESSION

CALL TO ORDER

ROLL CALL

PUBLIC COMMENTS - CLOSED SESSION ITEMS ONLY

ANNOUNCEMENT OF CLOSED SESSION ITEMS

CLOSED SESSION
CS1. Conference with Real Property Negotiators
The City Council will conduct a closed session, pursuant to Government Code Section 54956.8, to enable the City Council to consider negotiations and to give direction to its negotiators regarding that certain real property, at the intersection of Kalmia Street and Jefferson Avenue, APN 903-080-041, 906-080-042, and 906-080-033 with Bold Communities and Fidelis Advisors. The City's real property negotiators, the City Manager, Assistant City Manager, Development Services Director, Economic Development Director, and City Attorney, will seek direction from the City Council regarding the price and terms for this property.

CS2. Conference with Legal Counsel - Existing Litigation The City Council will conduct a closed session, pursuant to Government Code Section 54956.9(d)(1), to confer with the City Manager and legal counsel regarding 1 litigation case: Hock v. City of Murrieta; Case No. CVME2501856; Riverside County Superior Court.

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CS3. Conference with Legal Counsel – Existing Litigation The City Council will conduct a closed session, pursuant to Government Code section 54956.9(d)(1), to confer with legal counsel regarding litigation to which the City is a party. The title of such litigation is as follows: City of Dublin, et al. vs. Cephalon, Inc., et al.; Case Number 1:20-op-45255-DAP; US District Court for Northern Ohio.

CS4. Conference with Legal Counsel – Anticipated Litigation The City Council will conduct a closed session, pursuant to Government Code sections 54956.9(d)(2), because there is a significant exposure to litigation in one case.

RECESS TO CLOSED SESSION
6:00 PM REGULAR MEETING

CALL TO ORDER

ANNOUNCEMENT OF CLOSED SESSION ACTION

ROLL CALL

PLEDGE OF ALLEGIANCE

INVOCATION

APPROVAL OF AGENDA

CITY MANAGER - ADMINISTRATIVE UPDATE

GOVERNING BODY COMMISSION/COMMITTEE/BOARD (CCB)

REPORTS/ANNOUNCEMENTS
Governing Body CCB Reports is the opportunity for the City Council to provide a brief report on conferences, seminars, and Commission, Committees, and/or Boards meeting attendance.

Reports shall not exceed three minutes. Governing Body Announcements is the opportunity for the City Council to provide miscellaneous reports and announcements. Announcements shall not exceed two minutes. The City Clerk will use the computerized timer.

PUBLIC COMMENTS (NON-AGENDA)
At this time any person may address the governing bodies on any subject pertaining to City business, which does not relate to any item listed on the printed agenda. Normally no action may be considered or taken by the governing bodies on any matter not listed on the agenda.

Each speaker will be limited to three minutes.

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CONSENT CALENDAR - APPROVAL OF ITEMS 1 – 15
All matters listed on the Consent Calendar are to be considered routine by the governing bodies, and will be enacted by one motion in the form listed. There will be no discussion of these items unless, before the governing body votes on the motion to adopt, specific items are removed from the Consent Calendar for separate motions.

1. Waive Reading of All Ordinance Adoptions on the Agenda and Read by Title Only

2. Minutes
Recommended Action:

Approve the minutes of the June 3, 2025, Regular City Council meeting.

3. Ratify the Consolidated Check Register April 2025
Recommended Action:

Adopt Resolution No. 25-4843 entitled: A Resolution of the City Council of the City of Murrieta, California, Ratifying the Consolidated Check Register for April 2025.

4. Monthly Investment Transaction Report for April 2025 Recommended Action:

Receive and file the Monthly Investment Transaction Report for April 2025.

5. Approval of Comprehensive Pay Schedule for Fiscal Year 2025/26 Recommended Action:

Adopt Resolution No. 25-4844 entitled: A Resolution of the City Council of the City of Murrieta, California, Approving the Comprehensive Pay Schedule for Fiscal Year 2025/26.

6. Approve a Third Amendment to the Agreement with RMG Communications for Design and Graphic Services
Recommended Action:

Approve the third amendment to the agreement with RMG Communications for design and graphics services, increase the not-to-exceed amount to $110,000, and extend the term to June 30, 2027; and
Authorize the City Manager to execute the agreement.

7. Approval of Gann Appropriations Limit for Fiscal Year 2025/26 Recommended Action:

Adopt Resolution No. 25-4845 entitled: A Resolution of the City Council of the City of Murrieta, California, Approving the Gann Appropriations Limit for Fiscal Year 2025/26.

8. Approve a Contract with Capital Construction, Inc. for Replacement of the Emergency Generator at Fire Station 3
Recommended Action:

Approve a Public Works Contract with Capital Construction, Inc. in the amount of $112,115, for the replacement of the emergency generator at Fire Station 3.

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9. Fiscal Year 2024 Emergency Management Performance Grant Program Award Recommended Action:

Adopt Resolution No. 25-4846 entitled: A Resolution of the City Council of the City of Murrieta, California, Accepting the Fiscal Year 2024 Emergency Management Performance Grant Program Award and Amending the Fiscal Year 2024/25 Operating Budget to Allocate and Appropriate the Grant Funds.

Accept the Fiscal Year 2024 Emergency Management Performance Grant program award; Amend the Fiscal Year 2024/25 Operating Budget to allocate and appropriate the grant funds for $15,503; and carry over any unused grant budget to Fiscal Year 2025/26; and Authorize the City Manager, or their designee, to sign and submit all necessary grant-related documents and take actions required to accept and implement the grant.

10. Approve Agreement with Alarm Program Systems, LLC (APS) for False Alarm Billing for the Police and Fire Departments
Recommended Action:

Approve an agreement with Alarm Program Systems, LLC for false alarm billing for the Police and Fire departments.

11. Approve Agreement with UKG Kronos Systems, LLC to Upgrade the TeleStaff Scheduling Software for both Police and Fire Departments and Migrate to a Cloud-Hosted Environment
Recommended Action:

Approve a three year agreement with UKG Kronos Systems, LLC for a total not to exceed $86,400 to upgrade the TeleStaff scheduling software for both Police and Fire departments and migrate to a cloud-hosted environment.

12. Approve Public Safety Enterprise Communication (PSEC) Use Agreement with Riverside County for Full Time and Emergency Radio Use
Recommended Action:

Approve the five-year Public Safety Enterprise Communication Use Agreement with Riverside County for full time and emergency radio use.

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13. Approval of Purchase Orders with Michael Baker International, Inc.; HR Green Pacific Inc.; Accenture Infrastructure and Capital Projects, LLC; and Rick Engineering Company
Recommended Action:

Approve a purchase order with Michael Baker International, Inc for On-Call Plan Check services for Fiscal Year 2025/26 for an amount not to exceed $440,000 from the Engineering General Fund;
Approve a purchase order with Michael Baker International, Inc for On-Call Land Development Review services for Fiscal Year 2025/26 for an amount not to exceed $90,000 from the Engineering General Fund;
Approve a purchase order with HR Green Pacific, Inc. for On-Call Plan Check services for Fiscal Year 2025/26 for an amount not to exceed $330,000 from the Engineering General Fund;
Approve a purchase order with Accenture Infrastructure and Capital Projects, LLC for On-Call Storm Water Pollution Prevention Program (SWPPP) and Inspection services for Fiscal Year 2025/26 for an amount not to exceed $525,000 from the Engineering General Fund; Approve a purchase order with Accenture Infrastructure and Capital Projects, LLC for On-Call National Pollutant Discharge Elimination System services for Fiscal Year 2025/26 for an amount not to exceed $150,000 from the National Pollutant Discharge Elimination System Fund;
Approve a purchase order with Rick Engineering Company for On-Call Traffic Engineering services for Fiscal Year 2025/26 for an amount not to exceed $144,150 from the Engineering General Fund;
Approve a purchase order with Rick Engineering Company for On-Call Traffic Engineering consultant services for Fiscal Year 2025/26, for an amount not to exceed $237,570 with $73,465 from Capital Improvement Plan project No. 13074, $73,465 from Capital Improvement Plan project No. 13077, $73,465 from Capital Improvement Plan project No. 13078, and $17,175 from Capital Improvement Plan project 13079;
Approve the First Amendment to the Agreement with Anser Advisory Management, LLC; and Authorize the City Manager to execute the purchase orders and Assignment Agreement.

14. Construction Management Services for the Murrieta Hot Springs Road Widening Project, CIP No. 8079
Recommended Action:

Approve a Purchase Order for Construction Management Services for the Murrieta Hot Springs Road Widening Project, Capital Improvement Plan (CIP) No. 8079, to TKE Engineering, Inc. in the amount of $617,083; and
Authorize a 10% construction management service contingency of $61,708.30.

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15. Finding that Emergency Conditions Persist in Connection with the Hayes Avenue Bridge at Miller Canyon Creek
Recommended Action:

Adopt Resolution No. 25-4847 entitled: A Resolution of the City Council of the City of Murrieta, California, Declaring that Emergency Conditions Persist in Connection with the Hayes Avenue Bridge at Miller Canyon Creek.

PULLED CONSENT CALENDAR ITEMS

PUBLIC HEARINGS

16. Adoption of the Fiscal Year 2025/26 Murrieta Fire District Operating Budget Recommended Action:

Conduct a Public Hearing; and
Adopt Resolution No. MFD25-225 entitled: A Resolution of the Board of Directors of the Murrieta Fire District, Approving the Fiscal Year 2025/26 Fire District Operating Budget.

17. Transient Occupancy Tax Revenue Sharing Agreement
Recommended Action:

Conduct a Public Hearing on the Economic Development Subsidy Report; and Approve a Transient Occupancy Tax Revenue Sharing Agreement with Safar & Safar Brothers, Inc. for the property located just north of Joan Dunn Lane and East of Antelope Road at Assessor’s Parcel Numbers (APN) 384-240-003 and 384-240-004.

DISCUSSION

18. Fiscal Year 2024/25 Third Quarter Financial Status Report and Proposed Budget Adjustments
Recommended Action:

Receive and file the report;
Approve the adjustments to the Fiscal Year 2024/25 Operating Budget as referenced in the Fiscal Impact section of this report;
Approve the use of Sustainability Reserves and establish appropriations for previously approved Capital Improvement Projects; and
Approve the Updated Schedule of Authorized Positions List.

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19. Construction Contract for the Murrieta Hot Springs Road Widening Project, CIP No. 8079
Recommended Action:

Amend the CIP Budget for Fiscal Year (FY) 2024/25 and appropriate $3,500,000, from the Measure A Fund Unassigned Fund Balance to CIP No. 8079; Amend the CIP Budget for FY2024/25 and appropriate $700,000, from the Street Development Impact Fee Fund to CIP No. 8079;
Amend the CIP Budget for FY2024/25 and appropriate $600,000, from Highway and Street Development Impact Fee Fund to CIP No. 8079.;
Award the construction Contract for the Murrieta Hot Springs Road Widening Project, CIP No. 8079, to Rove Engineering, Inc. in the amount of $15,009,456.55; Authorize a fifteen (15%) percent construction contingency of $2,251,418.48; and Authorize the City Engineer to approve contract change orders not to exceed fifteen (15%) percent of the contract amount.

RECONSIDERATION

COUNCIL MEMBER REQUESTS TO ADD ITEMS TO FUTURE AGENDAS

ADJOURNMENT

8 CITY OF MURRIETA
City Council Meeting Agenda
Report
6/17/2025
Agenda Item No. WS1.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: David Chantarangsu, AICP Development Services Director PREPARED BY: Chris Tracy, AICP Senior Planner, Advanced Planning SUBJECT:

Hillside Updates (DCA-2021-2396) - Workshop 3

RECOMMENDATION
Receive a presentation by staff, receive public comments, discuss the proposed Ordinance, and provide direction related to policy options under the proposed Ordinance framework.

PRIOR ACTION/VOTE
On March 29, 2022, the City Council directed staff to review the hillside development standards (Non-Action Item).

On June 28, 2023, the Planning Commission recommended the introduction and first reading of an Ordinance providing updates to the hillside development standards amending Murrieta Municipal Code (MMC) Chapters

8.20, 15.52 and updating portions of Title 16 (Vote 4-0-1) (Attachment 1).

On August 15, 2023, the City Council hosted a workshop on this item. The City Council requested additional information. The workshop was continued to a future meeting date (Vote 5-0-0) (Attachment 2).

On March 5, 2024, the City Council hosted a second workshop on this item. Due to additional time needed for the discussion and feedback, the workshop was continued for a second time (Vote 5-0-0) (Attachment 3).

CITY COUNCIL GOAL
Maintain a high performing organization that values fiscal sustainability, transparency, accountability and organizational efficiency.

BACKGROUND
The City Council directed staff at its annual priority and goal setting workshop on March 29, 2022, to review the hillside development standards, as there were concerns about how they were being interpreted. The overall goal of these updates is to re-draft the development standards into language that is more concise and accurate for applicants and staff. With these proposed modifications, staff anticipates that the proposed modifications would improve readability, resolve code inconsistencies, incorporate best practices, and simplify standards to make them more user-friendly to staff and applicants. The City’s existing hillside development CITY OF MURRIETA Page 1 of 16 Printed on 6/12/2025
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standards to make them more user-friendly to staff and applicants. The City’s existing hillside development standards, contained in Chapter 16.24 (Hillside Development) of the Murrieta Development Code (MDC), were added in 1997 to support the City’s 1994 General Plan land use goals and policies associated with the City’s hillside features. The General Plan continues to contain goals and policies in hillside areas to “maintain the natural character and the environmental and aesthetic values of sloped areas.” For details about the historical context of the hillside development standards and why these updates are being brought forward, please refer to the “Background Section” as provided within Attachments 1, 2, and 3. Staff is bringing forward these updates in a continued workshop format for the City Council to review the proposed standards and provide input ahead of a future public hearing.

Feedback from Council Workshop 2
As noted above, on March 5, 2024, the City Council hosted a second workshop on this item. Due to additional time needed for the discussion/feedback, it was continued a second time. Detailed informational maps of the City’s hillside areas were included, which are provided in Attachments 4 through 10 for reference and for context. Attachment 4 depicts the overall Hillside Overlay area as mapped using digital geographic information data. Exhibits 5-10 display specific areas of the City within the proposed Hillside Overlay area at a greater level of detail.

Following are some of the key takeaways from that meeting’s public commentators, staff’s analysis of each topic, and potential solutions:
“Having an Alternative to Geographic Information Systems (GIS) mapping for determining Slopes”:

Issue: Having an alternative to the Geographic Information Systems (GIS) mapping and slope information.

The concern related to this issue was that the GIS data source may not be up to date or as accurate as possible, and therefore, there needs to be an alternative method for determining this information as it relates to evaluating a project site within a hillside area.

Background/Analysis: Staff concurs that having an alternative method is a reasonable approach if there is any doubt that the data being pulled has a discrepancy.

Potential Solution: Staff is suggesting the use of AutoCAD or a similar industry-benchmarked CAD-related platform as approved by City Engineering (Potential industry alternatives include Sketch-up 3D, Civil 3D, TerraModeler, etc.).

Example of AutoCAD 3D Terrain Modeling
Image Source: <https://www.designworkshopsydney.com.au/autocad-3d-lofted-terrain/> For context, AutoCAD is a widely utilized software application for computer-aided design and drafting in the Civil Engineering and Architectural industries. It should be noted that it supports various coordinate systems CITY OF MURRIETA Page 2 of 16 Printed on 6/12/2025
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Civil Engineering and Architectural industries. It should be noted that it supports various coordinate systems and projections, allowing data to be displayed in the correct spatial context. It can also ensure that imported data aligns properly with existing drawings and allows users to geo-reference their drawings by assigning realworld coordinates (latitude and longitude) to a drawing. “Moving the Geogrid wall type outside of the Wall section”:

Issue: The speaker suggested moving the Geogrid wall type outside of the Wall section of the Municipal Code, as the retaining wall criteria does not apply because it uses reinforcement in the soil behind the wall.

Background/Analysis: For context, this is a type of retaining wall that uses geogrid material to reinforce the structure and provide stability. The following images illustrate this wall type:

Image 1 - Geogrid Wall Installation Image 2 - Geogrid Wall Installation Image 1 Source: <https://www.paramountmaterials.com/products/retaining-wall-reinforcement-grid> Image 2 Source: <https://pavetool.com/blogs/pave-tool-blog/how-to-install-geogrid-for-retaining-wall> In a geogrid wall, the geogrid mesh layers are placed between the layers of soil and extend horizontally into the backfill or slope. The geogrid mesh acts as a reinforcement and is designed in a manner to resist lateral forces such as pressure from the surrounding soil or water (Images 1 and 2).

Image 3 - Conventional Retaining Wall Installation
Image 3 Source: <https://www.retainingwallcompanies.com/walls/concrete-masonry.html> This type of wall is very similar to that of a conventional retaining wall in terms of appearance and functionality (Image 3); therefore, staff recommends that it should be treated as a wall and be subject to the same CITY OF MURRIETA Page 3 of 16 Printed on 6/12/2025
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placement and height criteria as a typical wall.
“Looking at the retaining wall height as being measured from the face of a wall, rather than from the footing”:

Issue: The speaker suggested that the retaining wall height be measured from the face of a wall, rather than from the footing.

Background/Analysis: Staff prefers to measure walls from the top of a wall footing and not the finished grade adjacent to a wall face. Finished grades can change or be artificially raised or lowered by grading, or other variables. These variables may include settlement, erosion, landscaping modifications, or future grading changes, all of which can alter the apparent grade and compromise the reliability and consistency of height measurements taken from the wall face. For this reason, staff recommends a more stable and standardized point of reference which is the top of a wall footing.

Potential Solution: A suggested solution here could be to measure from the top of the footing (rather than at the bottom) since that is a known metric. This approach provides a consistent, verifiable point of reference that is established during construction and is less likely to be affected by future site alterations such as backfill settling, landscaping changes, or erosion. Using the top of the footing also aligns with typical construction documentation and inspection practices, making it easier to verify and review during plan checks and field inspections.
“A six-foot wall height is too restrictive for the maximum height for retaining walls within a Hillside Area”:

Issue: The speaker suggested that a six-foot wall height is too restrictive for the maximum height for retaining walls within a Hillside Area.

Background/Analysis: Staff’s concern is that placing taller walls in highly visible locations may conflict with hillside standards aimed at reducing visual impacts. Prominent wall faces can obstruct scenic views, disrupt the natural landscape, and appear visually intrusive, particularly when they are uniform in color and texture. In residential settings, larger monolithic structures can sometimes feel out of place and create a sense of imbalance.

Image Source: <https://allanblock.com/newsletter/tech-news-issue2.aspx> CITY OF MURRIETA Page 4 of 16 Printed on 6/12/2025
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Images 5 and 6 - Examples of Tall Retaining Walls at highly visible locations “We have had inconsistent application of the hillside criteria since its implementation in 1997”:

Issue: The speaker stated that the hillside criteria have been inconsistently applied since their first implementation.

Background/Analysis: The primary challenge has been ongoing confusion among both staff and project applicants regarding when the regulations apply to a specific property. This uncertainty often stems from vague or subjective language in the existing criteria, as seen within the MDC. This has likely led to inconsistent interpretations by different reviewers. A likely contributing factor has been the absence of a codified hillside area map within the Municipal Code, something that would provide a clear and reliable point of reference.

Additionally, the current hillside provisions in the MDC lack clear guidance on when and where the regulations are triggered, further compounding the issue.

Potential Solution: To address this issue, it is essential to have clear and well-defined criteria, as in the proposed Ordinance, and further implemented within the MDC for all stakeholders involved to ensure that standards are applied consistently at projects and properties. This clarity will help reduce ambiguity during the permitting and inspection processes, minimize disputes or misinterpretations among stakeholders, and create a more predictable framework for both developers and staff. By establishing uniform guidelines, the City can better maintain the integrity of its built environment and uphold community expectations. “Look at having Specific Plans hatched with the outline of the boundaries of the Hillside Area”:

Issue: The speaker suggested hatching out the Specific Plan Areas within the parameters of the Hillside Overlay Map boundaries (such as Greer Ranch, Murrieta Oaks, Copper Canyon, The Vineyard, and Murrieta Springs).

Background/Analysis: Applying a hatched overlay to areas within Specific Plan boundaries presents a challenge, as it may create confusion because Specific Plans include their own hillside development standards. This could lead to situations where an applicant refers to both the Specific Plan and the hillside regulations, resulting in conflicting guidance.

Such overlaps may cause inconsistencies in interpretation, delays in the review process, and an increased need for clarification from planning staff. More importantly, if two sets of standards appear to apply simultaneously, it could raise questions about enforceability and ultimately weaken the clarity and authority of CITY OF MURRIETA Page 5 of 16 Printed on 6/12/2025
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simultaneously, it could raise questions about enforceability and ultimately weaken the clarity and authority of both.
“The General Plan’s Goals and Policies for hillside areas are obsolete since these areas are no longer visible as they once were due to development within the City since 1997”:

Issue: At the previous workshop, a speaker mentioned that the General Plan’s Goals and Policies for hillside areas are obsolete since these areas are no longer visible as they once were due to development within the City since 1997.

While it's true that development throughout the City since 1997 has affected the visibility and context of some hillside areas in some portions of the City, that does not render the General Plan’s Goals and Policies obsolete. In fact, those policies were often created not just to protect views, but to guide responsible development, minimize environmental impacts, preserve natural terrain, and ensure safety in areas of the City prone to erosion, landslides, or wildfire.

For context within the General Plan, as described within the Conservation Element, under Hills and Ridges, “Murrieta’s natural setting offers views and vistas of features that have both scenic and ecological value. A variety of rolling hillsides, mountain ranges, the Valley floor, and varied natural vegetation contribute to the unique visual character of Murrieta, as well as the surrounding region. The Hogbacks are a prominent visual feature within the Murrieta landscape that can be seen from many vantage points. This ridgeline crosses the eastern portion of the City and supports areas of relatively undisturbed natural vegetation along the western slope.

Image 7 - View of Los Alamos Hills from Sports Park
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Image 8 - View westward of the Santa Rosa Plateau
Image Source: <https://www.google.com/maps>
Image 9 - View westward of the Santa Rosa Plateau
Image Source: <https://www.google.com/maps>
Views of the Santa Rosa Plateau occur along the I-15 and I-215 Freeways, as well as from lands located to the west of the Hogbacks. Views from these locations also include the largely undisturbed ridgelines that extend to the north and south of the Plateau, combined with hillside areas supporting chaparral habitat. Oak woodland habitat and a variety of canyons are also present along the foothills of the Santa Ana Mountains and CITY OF MURRIETA Page 7 of 16 Printed on 6/12/2025
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add to the existing visual character.

The Murrieta Municipal Code establishes guidelines for future development proposed in the City’s hillsides.

Chapter 16.24, Hillside Development, provides measures for the long-term protection of existing natural topography and scenic character whenever feasible through the regulation of grading activities, intensity, and density of development proposed, structural massing, building height, and other characteristics in order to minimize potential impacts on the
existing viewshed.”
Although visibility may have declined from certain vantage points within the City since 1997, the underlying objectives remain as pertinent as ever. Principles such as preserving slope stability, protecting native habitat, and ensuring that development blends appropriately into the natural terrain are all still desirable strategies as implemented by the City’s General Plan and Goals and Policies. These standards are crucial for preserving natural landscapes, preventing soil erosion, ensuring public safety, and maintaining the aesthetic and environmental integrity of development in these Hillside Areas.

The following images visually demonstrate the importance of consistently applying hillside standards at a project site, highlighting undesirable techniques involving mass grading, over-excavation, and the use of highly visible retaining walls in hillside areas throughout parts of the western Inland Empire.

Inland Empire - Hillside Grading Examples
Image 10 - Earlier in the Development of the Project - Example of mass-grading hillsides that don’t blend into a hillside with hard edge lines.

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Image 11 - Later in the Development of the Project
Image 12 - Example of manufactured hillsides that do not blend into a hillside with hard edge lines.

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Image 13 - Before - Example of over-excavation/retaining walls that do not blend into a hillside with hard edge lines.

Image Source: <https://www.google.com/maps>
Image 14 - After
Image Source: <https://www.google.com/maps>
Draft Ordinance
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As requested during the previous workshop discussion, the following is a summary of the less critical and more critical updates for Council consideration in the development of the Ordinance Updates. A copy of the draft Ordinance is provided in Attachment 11, and previous correspondence from Workshop 2 is provided in Attachment 12. In terms of the draft Ordinance, it has been revised to be more streamlined in both the content and structure as it relates to the proposed amendment. Staff are available to walk through the details of each section to provide additional context and to support further discussion.

Please note that references to the Commercial Zones, Office Districts, Business Park and Industrial Zones, and Innovation Zones have been removed, as these areas are not impacted by the current version of the Hillside Area Overlay Map. In addition, the Prominent Ridgelines Map exhibit has been omitted following further review, as staff concluded that the applicable locational criteria for structures and screening methods can be effectively implemented without the need for a reference map.

Staff will present a final version of the Ordinance at the conclusion of these workshops once all components have been finalized under the Ordinance Introduction phase. This final version will reflect input gathered from stakeholders, incorporate any necessary revisions based on feedback, and ensure alignment with the City's broader advanced planning objectives.

Hillside Updates Ordinance Review
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FISCAL IMPACT
None.

ATTACHMENTS

1. Planning Commission Ordinance Introduction Staff Report, June 28, 2023

2. City Council Workshop 1 Staff Report, August 15, 2023

3. City Council Workshop 2 Staff Report, March 5, 2023

4. Citywide - Hillside Overlay Map Exhibit

5. Focused 2 - Hillside - Los Alamos Hills Area

6. Focused 3 - Hillside - Greer Ranch Area

7. Focused 4 - Hillside - Murrieta Hills Area

8. Focused 5 - Hillside - Bear Creek Area

9. Focused 6 - Hillside - Western City Quadrant - Northwest Section

10. Focused 7 - Hillside - Western City Quadrant - Southwest Section

11. Draft Ordinance - Title 16 - Strikeout-Underline

12. Correspondence - Prior to Workshop 2
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Template Version 012019
Final Action
☒ City Council
☐ Planning Commission
Subject: Hillside Updates (DCA-2021-2396) to amend Chapters 8.20 and

15.52 of the Murrieta Municipal Code, and to amend the Murrieta Development Code (Title 16) for the purpose of revising and updating Chapters 16.08, 16.10, 16.11, 16.12, 16.13, 16.14, 16.18,

16.22, 16.24, 16.28 and new Sections 16.24.080, entitled “Exceptions”, 16.24.090, entitled “Reserved”, 16.24.100, entitled “Hillside Overlay Map”, and 16.24.110, entitled “Prominent Ridgelines Map”
Date: June 28, 2023
Prepared by: Christopher Tracy, AICP, Senior Planner
Reviewed by: Carl Stiehl, Interim City Planner
Approved by: Jarrett Ramaiya, Deputy Development Services Director David Chantarangsu, AICP - Development Services Director

RECOMMENDATION

1. Find that the proposed action is consistent with the Public Resources Code Section 21000 et.

Seq. (the California Environmental Quality Act (CEQA)) pursuant to Title 14, Division 6, Chapter 3 of the California Code of Regulations (CEQA Guidelines), Section 15162 for the reasons specified in this report; and

2. Receive public comments; and

3. Adopt a Resolution (Attachment 1) recommending that the City Council introduce and place on first reading an Ordinance for the Title 16 updates reflective of Attachment 1.3 and Attachment 1.4 (Exhibits “C” and “D”).

BACKGROUND
The City adopted a General Plan in 1994 following incorporation in 1991. At that time, it was determined that all development decisions were to continue using Riverside County’s Ordinance No. 348 (Zoning) until such time that the City adopted its own zoning code, provided that the County’s Ordinance No. 348 was not in conflict with the General Plan. For context, Title 16 of the Murrieta Development Code (Development Code) within the Murrieta Municipal Code (MMC) is the primary instrument for implementing the City’s General Plan. It provides the City’s regulations for the development and use of property within the City limits and provides standards for development, subdivisions, and other related land use activities.

Planning Commission Meeting Agenda Report
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In August 1996, the City Council retained a design consultant to assist with the development of a new zoning code. In September 1997, the City began the adoption process for the Development Code after holding several joint Planning Commission and City Council public workshops to receive public input and to identify development standards. In early 1998, the City implemented new zoning and development standards replacing Riverside County Ordinance No. 348. The new standards included hillside development. Other than minor updates in 2003, the City’s hillside development standards have remained relatively unchanged since adoption.

When the standards were initially adopted, they were applied on a citywide basis and not specifically to designated hillside areas within the City. Further, the City did not have the ability to identify hillside areas on its own. At some point in time, a map of the City’s hillside features was created which was not codified within the MMC. The information has been utilized in the past with respect to project review, but uncertainty remained regarding its accuracy. With changes in technology, the ability exists to identify hillside areas on a citywide basis with certainty using geographic information software commonly referred to as GIS.

Additionally, over time staff discovered inconsistent standards between existing Municipal Code sections that conflict with interpretations of the current standards. For example, Staff has received feedback from applicants that the City’s hillside standards and general height standards are overly complicated and have not been consistently applied.

The overall goal of these updates is to re-draft the development standards into language that is more concise and accurate for applicants and staff. With these proposed modifications, staff anticipates that proposed modifications would improve readability, resolve code inconsistencies, incorporate best practices, and simplify standards to make them more user-friendly to staff and applicants.

City Council directed staff at its annual priority goals workshop on March 29, 2022, to review the hillside development standards as there were concerns about how it was being interpreted. For reference, the City’s existing hillside development standards are contained in Chapter 16.24 “Hillside Development” of the Development Code. The proposed updates were recently reviewed and approved by the Riverside County Airport Land Use Commission (Attachment 2). Lastly, a webpage was created for the proposed modifications to inform the public about the proposed changes at the following link on the City’s website: https://www.murrietaca.gov/1314/HillsideOrdinance-Updates.

Development Advisory Group
On August 25, 2022, staff presented an overview of proposed changes to the Development Advisory Group (DAG) to receive feedback on proposed standards. The consensus from the group was that the proposed standards will be beneficial in clarifying the applicability of hillside standards. Staff notes it also had the benefit of consultant assistance through a grant program administered by the Western Regional Council of Governments (WRCOG). Within the parameters of this grant program, staff was able to obtain updated graphic images as provided within the draft Ordinance by working with PlaceWorks, at no cost to the City. 26

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Planning Commission Workshop 1
This item was continued from the December 14, 2022 meeting. No report or presentation was provided.

Planning Commission Workshop 2
On January 25, 2023, staff presented proposed changes to the Planning Commission in a workshop format to review the current and proposed standards ahead of a future public hearing.

The purpose of this effort was to receive feedback on the more substantial issues with current MMC provisions and potential standards. Below is an overview of these Discussion Items:

1. Code conflicts for measuring building height, and staff’s recommendation to use an specific grade reference point that accounts for topography.

2. Hillside mapping using Geographic Information Systems (GIS) software.

3. Removal of the Average Slope Calculation from the Development Code and replacement with GIS information for identification of slope contours using 2-foot contour data.

4. Ridgeline mapping using GIS software for identification of these locations and application of techniques for development screening at ridgeline locations.

5. Updated standards for retaining walls, both inside and outside hillside areas.

The other items presented by staff were potential techniques to improve the readability of the existing MMC, examples of graphics that could be incorporated, highlights of areas to resolve code inconsistencies, ways to incorporate best practices, and suggestions from staff on how to simplify the standards to make them more user-friendly to both staff and applicants.

Due to time constraints from the robust discussion from both the public and Planning Commission, there was not enough time to cover the proposed retaining wall updates. Staff will cover this in more detail within the Analysis portion of this report. Comprehensively, all of the updates for consideration which relate to the hillside development standards are included in the draft Ordinance.

Community Outreach Workshop
On April 11, 2023 at the Alderwood Park Clubhouse, staff hosted a presentation on the existing and proposed hillside standards. Staff held the workshop to obtain additional feedback from the community on the proposed hillside development standards. This additional outreach was conducted per direction from the prior Planning Commission meeting for further community input and transparency. Areas that were covered were inclusive of existing and proposed Hillside Overlay applicability, height allowances for structures, height measurement criteria, hillside slope applicability, average slope calculation, prominent ridgelines, and retaining wall criteria. Lastly, staff provided some time for questions/answers at the end of the presentation for feedback.

Overview - Greer Ranch and Copper Canyon Specific Plans It should be noted that portions of the proposed Hillside Area Overlay cover both the Greer Ranch and Copper Canyon Specific Plans areas. For context, a Specific Plan is a planning document that implements the goals and policies of the Murrieta General Plan. Specific Plans serve as 27

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standalone planning documents with their own unique development standards within a defined area. This would include their own development standards for hillside areas. Areas with adopted specific plans would be excluded from any changes to the hillside regulations, except where noted.

Greer Ranch
With the implementation of the Greer Ranch Specific Plan, it was described as “...the site is characterized by two valleys created by three northeast to southwest trending ridgelines.

Elevations range from 1,560 to 2,160 feet above mean sea level. A highlands area is created by the hills in the northwestern portion of the Site. Development will be primarily restricted to areas of less than 25 percent slope (Greer Ranch Specific Plan, Page 1).” Given this standard in the specific plan, a project would avoid areas over 25 percent slope within Greer Ranch that would otherwise be considered a “Hillside Area” under the City’s hillside development standards.

When reviewing projects within the Greer Ranch Specific Plan on the steeper hillside areas of the plan area, there are provisions for limited pad grading and landform grading techniques. This mirrors the same approaches as provided in the Citywide Development Code: “...The Estate Residential use areas (Planning Areas 6 and 7) are characterized by more steeply-sloped, visible hillsides, particularly in the northwest portions of the Site. Limited pad grading and other minimal grading techniques, in addition to landform grading, will be stressed in the design of development within these areas (see Exhibit 12). A key factor affecting the grading here is access, which is provided with a modified "Mountain Local" road designed to minimize grading and reduce landform impacts (Greer Ranch Specific Plan, Page 34).” Copper Canyon
As described within the Specific Plan “...The prominent ridgelines and hillsides onsite are preserved in open space. Adherence to special hillside grading design criteria and development standards is required in the adjacent development areas to minimize and soften transitional grading impacts. (Copper Canyon Specific Plan, Page 290).” Furthermore, “...A slope analysis of the site was prepared early in the planning process to determine the site development opportunities and constraints. The analysis evaluated slopes of 0-15%, 16%-20%, 25% and 50% with an emphasis on slopes of less than 25% as a benchmark for determining developable areas and preservation requirements. Areas of 25% slope or greater are largely avoided.

The preservation of visually prominent ridgelines and steep hillside areas is a major design feature of the Specific Plan, supported by a comprehensive set of hillside grading, infrastructure, land use, and landscaping design standards and guidelines (Copper Canyon Specific Plan, Page 292).” Similar to Greer Ranch, Copper Canyon would also avoid those areas considered a “Hillside Area” under the citywide development standards.

In addition, the Specific Plan does have provisions for consistency with the hillside development standards when implemented: “...Based upon a directive from the City’s General Plan process a Hillside Overlay Zone (HOZ) was developed to identify prominent hillside and ridge line features of the City. The HDO establishes policies for the treatment of areas identified as being within or adjacent to the HOZ. A portion of the Copper Canyon site associated with the escarpment has been included in the HOZ and is subject to the provisions of the HDO. 28

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To ensure that the development of the proposed specific plan will be consistent with the HDO, the portions of the project site subject to the provisions of the HDO were identified. While much of the project site is proposed for open space uses where the HOZ is identified, Planning Area 1, Planning Area 2, Planning Area 16 (the golf course), and Planning Area 18 (the golf clubhouse, under the “Golf Course Alternative”) are largely located within the HOZ (Cooper Canyon Specific Plan, Page 40).”

ANALYSIS
The following analysis covers the major proposed modifications that were previously discussed at both the Planning Commission and Community Workshops, as well as, a summary of the more non-substantive modifications.

Summary of Code Changes – Chapters 8.20 and 15.52 (For Informational Purposes Only – Limited to City Council Review) (Attachments 1.1 and 1.2):
 Updates to Section §8.20.030 “Declaration of Nuisance” o Code Enforcement Division’s request to address revegetation of sloped areas after a catastrophic event.
o Following a catastrophic event causing a loss of vegetation (i.e. wildfire, landslide, etc.), all impacted sloped areas of a subject parcel shall be revegetated to prevent further erosion pursuant to Section 16.28.080 “Landscaping Standards”.  Updates to Section §15.52.020 “Definitions” for Consistency o Clarification of a definition for “Hillside Area” and “Hillside Site” for consistency with the proposed updates under Chapter 16.
o “Hillside Area,” means those areas specifically designated in a Hillside Overlay as adopted by the City.

Summary of Code Changes – Title 16 (Attachments 1.3 and 1.4):

The proposed code changes are intended to clarify existing Hillside Development regulations and applicability, remove redundancies, clarify code sections, and streamline review processes where applicable. A summary of the changes proposed is reflected below. The modifications as described below run parallel with the order of the attached Ordinance Amendment:
 Updates to Development Standards Table Updates: Tables 16.08-3, and 16.08-4 o Addition of footnotes on where someone would go to find the maximum building height and if the property is within a “Hillside Area”. o Updates Section §16.08.020 “Residential Districts General Development Standards”, Table 16.08-03 “Residential (Single-Family) Zones General Development Standards” refers back to this footnote.
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o Updates Section §16.08.020 “Residential Districts General Development Standards”, Table 16.08-04 “Residential (Multi-Family) Zones General Development Standards” refers back to this footnote.
 Updates to Section §16.08.030.5.c “Single-family Residential Design Standards and Design Features”
o Provides a new cross-reference from Section §16.08.030.5.c “Single-family Residential Design Standards and Design” to Section §16.22.070(F) “Retaining Walls” for someone to locate retaining wall criteria.
 Updates to Section §16.08.040.7.c “Multi-family Residential Design Standards” o Provides a new cross-reference from Section §16.08.040.7.c “Walls” to Section §16.22.070(F) “Retaining Walls” for the centralized retaining wall criteria.  Development Standards Table Updates: Tables 16.10-2, 16.11-2, and 16.12-2 o Addition of footnotes on where to go to find the maximum building height and if the property is within a “Hillside Area”.
o Section §16.10.020 “Commercial District General Development Standards”, Table

16.10-2 “Commercial Zones General Development Standards Requirements” refers to this footnote.
o Section §16.11.020 “Office Districts General Development Standards”, Table 16.11- 2 “Office Districts General Development Standards” refers to this footnote. o Section §16.12.020 “Business Park and Industrial Districts General Development Standards”, Table 16.12-2 “Business Park and Industrial Zones General Development Standards” refers to this footnote.
 Updates to Section §16.12.030 “Business Park and Industrial Zoning Districts Design Standards”
o Provides a new cross-reference from Section §16.12.030.4.d “Screen Walls/Fencing” to Section §16.22.070(F) “Retaining Walls” for the centralized retaining wall criteria.
 Development Standards Table Updates: Tables 16.13-2 and Table 16.14-2 o Provides footnotes on where to go to find the maximum building height and if the property is within a “Hillside Area”.
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o Section §16.13.020 “Innovation District General Development Standards”, Table

16.13-2 “Innovation District General Development Standards” refers to this footnote. o Section §16.14.010 “Purpose”, Table 16.14-2 “Special Purpose Districts General Development Standards” refers to this footnote.
 Updates to Section §16.18.080 “Height Measurement and Height Limit Exceptions” Please Note: Covered Under Discussion Item 1 from 1/25/23 PC Workshop Background:

This standard creates ambiguity as to when the City’s Hillside Development standards apply. Relatedly, Chapter 16.24 could be misapplied beyond the maximum slope height criteria as identified under Section 16.18.080 “Height Measurement and Height Limit Exceptions”. Staff is aware of an inconsistent interpretation that has been raised regarding how an applicant would measure a slope under a 14.3 percent slope (onefoot rise or fall in 7 feet). The measurement for a building pad would remain unchanged with these proposed modifications.

Planning Commission Workshop – 1/25/23:

This was presented at the Planning Commission Workshop as Discussion Item 1. Staff suggested the below updates as they would provide uniform standards for measuring height on a slope and pad irrespective of a given percentage. Outside of the Hillside Overlay area, the maximum height would be based on the underlying zone maximum height criteria. If a project is located within the mapped Hillside Overlay area, then a 30- foot maximum height would apply to those to those areas greater than 25 percent. The direction to staff from the Planning Commission was that this approach was agreeable for incorporation into the Ordinance amendment.

Community Workshop – 4/11/23:

This issue area was presented for a second time at the hosted community workshop.

The feedback from the group was positive and felt the proposed modifications were easier to implement versus the current criteria.

Proposed Modifications / Discussion:

Section 16.18.080 (Height Measurement and Height Limit Exceptions) of the Murrieta Municipal Code is hereby amended to read as follows:

All structures shall meet the following standards relating to height, except for fences and walls, which shall comply with Chapter 16.22 (Fences, Hedges, and Walls).

A. Maximum Height. The height of structures shall not exceed the standard established by the applicable zoning district in Article II (Zoning Districts and Allowable Land Uses) or for structures within a Hillside Area under Section 16.24.020.A. In addition, the Mmaximum height for structures on a specific parcel shall be measured as follows:the vertical distance from finish grade to an imaginary plane located the allowed number of feet above and parallel to the finish grade.
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FIGURE 3-1

HEIGHT MEASUREMENT

1. Establishing the high point and low point on the property as reference grade points as follows:
a. A measurement is taken from the lower of existing or proposed grade, 5 feet away from the lowest grade point around the structure in accordance with Figure 16.18-

1. This point shall be the low reference grade point. The highest point anywhere on the structure may not exceed the elevation of that low grade point by more than the allowable height plus the grade differential between the low point of structure and high point of structure (excluding items as detailed under Section 16.18.080(B) (Exceptions to Height Limits)), but in such case where the actual grade differential exceeds 10 feet, only a maximum of 10 feet may be added to the maximum allowable height per the zone.

The measurement is the difference in elevation between the highest and the lowest adjacent ground elevation surrounding the building.

FIGURE 16.18-1

MEASUREMENT LOCATIONS
b. If the difference in elevation is 10 feet or less, the reference grade point is established at the highest adjacent ground elevation. See Figure 16.18-2. If the difference in elevation is greater than 10 feet, the reference grade point is established at 10 feet above the lowest adjacent ground elevation. See Figure 16.18-3. For stepped 32

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or terraced buildings, the building height is the overall height as illustrated in Figures

16.18-4 and Figure 16.18-5.

FIGURES 16.18-2, -3, -4. -5

MEASUREMENT CRITERIA
c. For a project with a proposed pad configuration, the height of the structure measured by the vertical distance from the finished grade to the height of the roof line.

See Figure 16.18-6.
o The structure height measurement is the difference in elevation between the highest and the lowest “Adjacent Ground Elevation” located five feet from the building. If the actual grade difference exceeds 10 feet, a maximum of 10 feet may be added to the maximum allowable height per the zone to accommodate areas such as crawl spaces.

Additionally, staff is proposing under this scenario, chimneys, vent pipes, etc. would be permitted to exceed this limit up to 15 percent as provided currently under MMC §16.18.080.C. - “Exceptions to Height Limits.” This approach reduces grading in some respects and promotes a grading design that follows natural grades. o If the difference in elevation is 10 feet or less, the reference grade height is established at the highest “Adjacent Ground Elevation”. Figures 16.18-2 and 16.18-4. 33

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o If the difference in elevation is greater than 10 feet, the reference grade height is established at 10 feet above the lowest “Adjacent Ground Elevation”. Figures 16.18- 3 and 16.18-5.
o Provides some flexibility to account for some subterranean areas that one would encounter on a sloped property (i.e. crawl space areas below a stem wall). o Provides some flexibility for someone to have a covered elevated deck or balcony within this height envelope.
o For where there are steeper slopes, where the elevation difference is 10 feet or greater, the measurement envelope tightens as height would pull back with the slope.

This would minimize the overall height.
o For gentler slopes where there is a differential of less than or equal to 10 feet, it accounts for slight variation at a building site.
o On a very steep lot, it may limit the height of the building on the highest uphill side.

FIGURE 16.18-6

MEASUREMENT WITH PAD CONFIGURATION
B. Structures on Sloping Parcels. Where the average slope of a parcel is greater than one foot rise or fall in 7 feet of distance from the street elevation at the property line, structure height shall be measured in compliance with Chapter 16.24 (Hillside Development).

CB. Exceptions to Height Limits. Exceptions to the height limits identified in this development code shall apply in the following manner:

1. Roof-mounted Features. Roof-mounted features including chimneys, cupolas, clock towers, elevator equipment rooms, equipment enclosures, and similar architectural features shall be allowed, up to a maximum of fifteen (15) feet above the allowed structure height. The total square footage of all structures above 34

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the heights allowed in the zoning districts shall not occupy more than twenty-five (25) percent of the total roof area of the structure. Greater height or area coverage may be allowed subject to the approval of a minor conditional use permit in compliance with Chapter 16.52.

2. Parapet Walls. Fire or parapet walls may extend up to four feet above the allowable height limit of the structure.

3. Public Assembly, Hotels, Class "A" Office and Public Structures. Places of public assembly including churches, schools, assembly halls, Class "A" office buildings greater than three (3) stories, hotels and other similar structures may exceed the established height limit by one (1) foot for every two (2) feet that the minimum required front, rear and side yard setbacks are increased. The increase in the front, rear and side yard setbacks is determined by averaging the total of the increased building setbacks at the closest point on all sides. The maximum additional height allowed is thirty (30) feet above the height limit established for the applicable zoning district. This exception shall not apply when the site is adjacent to single-family zoned property. This exception may be used in conjunction with the height exception for rooftop equipment.

4. Telecommunications Facilities. Telecommunication facilities, including antennae, poles, towers, and necessary mechanical appurtenances, may be authorized to exceed the height limit established for the applicable zoning district, subject to the approval of a conditional use permit in compliance with Chapter 16.52.

5. Basement. A basement is defined as a story that has its floor surface below the adjoining finished grade as both conditioned and unconditioned space per the California Building and Residential Codes.
…
o For a proposed building pad location, the height of the building is the vertical distance from the finished grade to the height of the roof line. o The finished grade is a known metric and easily identifiable element. o This mirrors the current standard and it is a simple approach for both a project applicant and City staff.
o This is a relatively easy standard for an applicant to show compliance with elevations and height measurements on a standard set of plans.
 Updates Section §16.18.140.D.4.b “Setback Regulations and Exceptions” Please Note: Covered Under Discussion Item 5 from 1/25/23 PC Workshop Background:

Presently, Section §16.18.140.D.4.b refers to two retaining wall standards with one standard facing outward and inward; however, it is missing some other wall components that are needed to address line-of-sight and visibility triangles, required offset for step35

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back, general design criteria, and a cross-reference to retaining wall criteria in Hillside Areas.
o Makes our existing standards easier to follow for applicants and staff for retaining wall criteria.
o Applies Citywide
Planning Commission Workshop – 1/25/23:

This was presented at the Planning Commission Workshop as Discussion Item 5. As mentioned in the introduction, due to time constraints from the robust discussion from both the public and the Planning Commission; there was not enough time to cover the proposed retaining wall updates at the Planning Commission Workshop on January 25, 2023.

Community Workshop – 4/11/23:

This issue area was presented at the hosted community workshop. The feedback from the group was that having Table 16.18-2 and having the existing parameters consolidated into one table would be easier for staff and project applicants to follow. Having the retaining wall offset at 12 feet in height was positively received as well.

Proposed Modifications:

TABLE 16.18-2

RETAINING WALLS - NON-HILLSIDE AREAS
Criteria
Facing Outward Within Front or
Street-Side Setback
For residential, mixed-use
locations, commercial, and
industrial, retaining walls within
a front yard or street-side
setback shall not exceed four
feet in height.

Facing Inward Retaining walls up to six feet in
height may be located within a
required setback provided the
exposed side of the wall faces
into the subject parcel and shall
incorporate landscaping to
screen the wall(s).

Line-of-Sight Locations/Visibility
Triangles
For any required line–of–sight
locations or visibility triangles, a
maximum of thirty inches in
height shall be permitted.

Six Feet or Greater - Retaining
Wall Facing Outward
Retaining walls six feet or
greater in height shall be subject
to the same setback
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requirements as the main
structure in the applicable
zoning district and shall
incorporate landscaping to
screen the wall(s).

Required Offset At twelve feet in height, a
retaining wall shall be separated
by a minimum of six feet
horizontally to accommodate
landscaping.

Design Criteria Refer to Section 16.22.070(F)
(Retaining Walls).

Retaining Wall(s) within Hillside
Areas
Refer to Table 16.24-2
(Retaining Walls – Designated
Hillside Areas)
Discussion:

To walk through the proposed parameters:

First, for the first row, with a retaining wall facing outward within the front or street-side setback, an applicant would be looking at a 4-foot maximum height. This would be for walls within a required front or side setback. Past the setback line, a retaining wall can be as tall a structure for that underlying zone. This is the current standard. For the second row, with a retaining wall facing inward, an applicant would be looking at a 6-foot maximum height. An example would be a parking area at a lower elevation than the street. For the third row, for any line-of-sight areas, a proposed maximum height would be thirty inches for safety issues for vehicle visibility. This is consistent with current standards for this design by engineering but just reinforced here. For the fourth row, for a retaining wall six feet or greater would be subject to the same setback requirements as the main structure.

No change in comparison to the current standard. For the fifth row, staff proposes a required offset at twelve feet in height. The retaining wall offset would be separated by a minimum of six feet horizontally in width to accommodate landscaping. This situation is concerning to staff for aesthetic reasons, as it can lead to the creation of large retaining walls with hard edges without landscaping. The idea here was to provide for additional landscaping to help soften tall retaining walls as shown in the images below. 37

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For the sixth row and fourth rows; this is just a cross-reference to the uniform retaining wall design criteria and for retaining walls in the Hillside Overlay which have their own criteria. This will be covered further within this report.  Minor Table Numbering Update: Table 3-3 to become renumbered Table 16.22-1 o Renumbers Table 3-3 to Table 16.22-1 (Maximum Height of Fences, Hedges, and Walls).
o This would be in-line with other recent table numbering updates within the MMC.  Updates to Section §16.22.040 “Exceptions to Height Limitations” o Minor updates to the title to note “Non-Retaining”.
o Intention for this update is to clarify that the exceptions under this Section are applicable to non-retaining walls and not all walls.
 Updates to Section §16.22.050 “Measurement of Fence or Wall Height” o The objective here is to clarify the measurement criteria under Section §16.18.080 (Height Measurement and Height Limit Exceptions) is to utilize the standards under Chapter 16.24 for parcels located within the Hillside Overlay. o Provides parameters for when there is a difference in the ground level between two adjacent parcels and how that is determined.
 Updates to Section §16.22.060 “Walls Required Between Different Zoning Districts” o Clean-up of criteria and errors in the MMC with respect to wall criteria between Business Park (BP), General Industrial (GI), or General Industrial-A (GIA) Zones. 38

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o Incorporation of Innovation (INN) Zone fencing criteria in alignment with existing wall standards. This is presently absent.
o Provides for pedestrian and vehicle access standards within the INN Zone with a few exceptions for pedestrian access.
 New Section §16.22.070.F “Retaining Walls”
Please Note: Covered Under Discussion Item 5 from 1/25/23 PC Workshop Background:

It was brought to staff’s attention through internal dialog with the Planning Division that Section §16.22.070 is lacking design criteria for retaining walls; however, it covers other general wall and fencing requirements. This lack of clarity has created issues for both project applicants and City staff when reviewing a development project. To help resolve this, staff is proposing a new centralized design section. o Makes our existing standards easier to follow for applicants and staff. o Applies Citywide.
o Provides a variety of design choices.

Planning Commission Workshop – 1/25/23:

Similar to the other retaining wall items, this was to be presented at the Planning Commission Workshop under Discussion Item 5. As previously noted, there was not enough time to cover this item. Below is a synopsis of the proposed updates.

Community Workshop – 4/11/23:

This issue area was presented at the hosted community workshop. The feedback from the group was positive and the group was in agreement with the proposed modifications as presented.

Proposed Modifications / Discussion:

To highlight the proposed modifications:
o Providing cross-referencing of unifying standards for all zones with respect to retaining walls for design consistency under Section §16.22.070.F “Retaining Walls”. o Retaining walls may be used to reduce grading, preserve natural, features, or increase soil stabilization.
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o Crib walls, keystone, loffelstein walls, and other similar living wall systems are a design option as long as it can be demonstrated on the project plans that the walls are structurally acceptable and provisions are provided for acceptable landscaping. 40

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Such walls would be subject to the following standards:
o Utilize a curvilinear slope pattern consistent with the appearance of the natural hillside terrain.
o Be planted with landscape material suitable for the climate and wall exposure relative to the sun.
o The color palette and materials selected for the retaining wall would be required to blend in with the adjacent hillsides and landscape plant palette. o Walls and fences would incorporate materials and colors used with adjacent structures. All materials used to construct the retaining wall(s) would consist of either:
native stone, poured-in-place concrete, precast concrete block, color treated, textured or veneered to blend in with the surrounding natural colors and textures of the existing landscape and native plant materials.
o Walls and fencing visible from the public right-of-way would be designed to provide variation in placement, use of planters, differing materials, and modulation of the wall plane.
o Walls and fences would follow landform grading shapes and contours. o Use of tubular steel or wrought-iron safety fencing may be necessary in conjunction with these wall locations for landscape safety maintenance personnel. Placement shall be consistent with the California Building Code and related codes.  Minor Modifications to Section §16.24.010 “Purpose”
o Minor typographical updates with capitalization and italicizes to reference a given definition.
 Updates to Section §16.24.020 “Applicability”
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Please Note: Covered Under Discussion Item 2 from 1/25/23 PC Workshop Background:

The issue is MMC §16.24.060.A under “Hillside Slope Categories” applies the “Hillside Condition” to all natural slopes within the threshold of 25% slope up to 50% slope throughout the City (no development is permitted on slopes over 50%). Staff understands that the intent of this original criteria was for it to be limited to mapped areas (see below image and Attachment 3) within the Hillside Overlay, not on a citywide basis. The other issue is that this map was never codified within the MMC, which should have been the case for ease of reference for project review for both City staff and project applicants.

Planning Commission Workshop – 1/25/23:

This was presented at the Planning Commission Workshop as Discussion Item 2. Staff suggested the following updates to limit the applicable criteria to those mapped area within the Hillside Overlay that are 25 percent or greater area and utilize the City’s GIS to have this mapped at two-foot contours for project review. Planning Commission concurred with this approach.
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Community Workshop – 4/11/23:

This issue area was presented for second time at the hosted community workshop. The feedback from the group was positive and felt the proposed modifications to have this mapped and codified within the MMC would work with consensus from the group.

Proposed Modifications / Discussion:

Staff believes with implementation of the following modifications it will bring clarity to the issue:
o Utilization of Geographic Information System (GIS) for identification of mapped “Hillside Areas”.
o Updates to MMC which address the existing discrepancy with a 20 percent slope being referenced, versus the 25 percent slope as described for the Hillside Overlay Area.

This has been a key issue of misunderstanding and applicability in the past with respect to project review.
o Updates to Section §16.24.020. The updates here help clarify that hillside overlay criteria only applies to those areas that are located within the Hillside Overlay.  Updates to Section §16.24.030 “Definitions”
Removal of Average Slope Calculation
Please Note: Covered Under Discussion Item 3 from 1/25/23 PC Workshop Background:

As part of the definitions updates it has been brought to staff’s attention the below calculation may have been misinterpreted or misapplied for determining a slope. 43

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Slope, Average. The method of determining average natural slope of land using the following equation:

I x L x .0023 where
A
I = Contour interval in feet.

L = Combined length in feet of contour lines measured on the project site. .0023 = A constant that converts square feet into acres and expresses slope in percent.

A = Project site area in acres.

Planning Commission Workshop – 1/25/23:

This was presented at the Planning Commission Workshop as Discussion Item 3. Staff suggested the removal of this formula. This was based on the fact that with today’s technology, this formula is no longer necessary by using the City’s GIS using two-foot contours. The Planning Commission concurred with this approach.

Community Workshop – 4/11/23:

This issue area was presented for a second time at the hosted community workshop. The feedback from the group was positive and they felt the removal of the formula from the MMC would work.

Proposed Modifications / Discussion:

The proposed modifications would remove this formula. As mentioned within the introduction portion of this discussion item, with today’s technology, this formula is no longer necessary in the MMC and the slope criteria can be mapped utilizing the City’s GIS service using two-foot contours. This will be beneficial to project applicants and City staff in reviewing projects since it simplifies the analysis.

Prominent Ridgeline Updates – Part 1
Please Note: Covered Under Discussion Item 4 from 1/25/23 PC Workshop Background:

An issue that has come is the misapplication of Prominent Ridgelines. The Definitions section currently provides very vague language in defining where these locations are. This lack of clarity could create issues for both project applicants and City staff when reviewing a future project that lies within these areas. A potential solution would be to identify these locations within the Prominent Ridgelines Map (See below image and Attachment 4) and more precisely on the City’s GIS.
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Planning Commission Workshop – 1/25/23:

This was presented at the Planning Commission Workshop as Discussion Item 4. With these updates, there was some concern from residents that have property within the Los Alamos Hills area by having this mapped, it may limit future development at these locations. Their contention was that it should only apply to those mapped areas that are conserved for open space and not to existing developed ridgeline properties within the Hillside Overlay. From this dialog, Planning Commission directed staff to host a community workshop to discuss this item further with residents. The last takeaway from this was that the Planning Commission was in favor of using GIS technology to have these areas mapped and codified within the MMC.

Community Workshop – 4/11/23:

This discussion item was presented at the hosted community workshop. The feedback from the group was much the same as Planning Commission. Again, it was noted that these locations should only apply to those mapped areas that are conserved for openspace and not to existing developed ridgeline properties within the Hillside Overlay.

Proposed Modifications / Discussion:
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With these updates, staff does not foresee by having these locations mapped using both GIS and codified within an MMC, it would result in a barrier to future development at these locations. It will be a helpful tool for site analysis for both City staff and project applicants with respect to these locations when reviewing future proposals. Additionally, staff is proposing enhanced landscaping at these locations which will be covered in greater detail under Section §16.24.060 “Hillside Development Standards” within this report.

Other Definition Updates
o Provides new definitions consistent with other portions of the MMC including “City”, “City Engineer”, “City Manager”, and “Director”.
o Corrects/updates existing definitions consistent with other portions of the MMC. o Updates provided to Figure 16.24-1 (Slope Examples) with the inclusion of a new 4:1, 25 percent slope example and clearer graphics.
 Updates to Section §16.24.040 “Application Submittal Requirements” o Updates to Section §16.24.040. This covers existing standards for the submittal of a natural features map, a conception grading plan, a drainage map, a slope analysis map, slope profile drawings, data sources, provisions for a geotechnical report, objective design guidelines, criteria for when no grading is required, and additional information that may be needed.
o The proposed language is moving from a subjective interpretation to objective standards. This is consistent and required with recent State housing legislation.  Updates to Section §16.24.050 “Project Review Procedures” o Cross-referencing to the Hillside Overlay Map for applicability. o Clarification of “Commission” to mean “Planning Commission”. o Updates with referencing to objective criteria consistent with recent State housing legislation, versus existing subjective criteria and requirements.  Updates to Section §16.24.060 “Hillside Development Standards” Retaining Wall Updates – Part 2
Please Note: Covered Under Discussion Item 5 from 1/25/23 PC Workshop Background:
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Similar to the approach for covering the updates proposed under the Citywide retaining walls updates which was covered earlier within this report, staff is suggesting the addition of a new table to make both the existing and proposed standards easier to follow for applicants and staff within 25 percent or greater areas within the mapped Hillside Area overlay.

E. Walls and Fences.

TABLE 16.24-2
RETAINING WALLS – DESIGNATED HILLSIDE OVERLAY
AREAS
Criteria
Up to Three Feet Within Front or
Street-Side Setback
Walls within the required front
yard or street-side setback shall
not exceed three feet in height,
shall be separated by a
minimum of three feet, and shall
incorporate landscaping to
screen the wall(s).

Line-of-Sight Locations/Visibility
Triangles
For any required line–of–sight
locations, or visibility triangles, a
maximum of thirty inches in
height shall be permitted.

Up to Six Feet. Where multiple terraced
retaining walls are designed to
retain larger slopes, they shall
not exceed six feet in height.

Refer to Figure 16.24-2.

Over Six Feet Prohibited
Over Six Feet and as Part of
Structure.

Walls that are an integral part of
the primary structure may
exceed six feet in height;
however, their visual impact
shall be mitigated through
contour grading and landscape
treatment. Refer to Figure

16.24-3.

Required Offset At six feet in height, a retaining
wall shall be separated by a
minimum of six feet horizontally.

Refer to Figure 16.24-2.

Design Criteria Refer to Section 16.22.070.F
(Retaining Walls).
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1. Retaining walls, not exceeding six feet in height, may be allowed to reduce grading, preserve natural features, or increase soil stabilization. Within the required front yard setback, individual retaining walls shall not exceed three feet in height.

2. Where multiple (terraced) walls are designed to retain larger slopes they shall not exceed six feet in height and shall be separated by a minimum of six feet horizontally. A maximum of two walls shall be placed together. Walls within the required front yard setback shall not exceed three feet in height and shall be separated by a minimum of three feet and shall incorporate landscaping to screen the wall(s).

Planning Commission Workshop – 1/25/23:

Similar to the other retaining wall items, this was to be presented at the Planning Commission Workshop under Discussion Item 5. As previously noted, there was not enough time to cover this item. Below is a synopsis of the proposed updates.

Community Workshop – 4/11/23:

This issue area was presented at the hosted community workshop. The overall feedback from the group was positive and the group was in agreement with the proposed modifications as presented.

Proposed Modifications / Discussion:

The proposed standards here would apply only to designated Hillside Areas. To walkthrough the above table, for the first row above, for a retaining wall within the front or street-side setback, a 3-foot maximum height would be permitted. This reflects the current standard with the additional of the street-side criteria. For the second row, for any line-ofsight areas, a proposed maximum height would be thirty inches for safety issues. This is consistent with current standards for this design by engineering, but just reinforced here.

For the third row, a 6-foot maximum height would be set for terraced walls. This is consistent with the current standard. For the fourth row, for a retaining wall over 6-feet and as part of structure may exceed six feet in height; however, their visual impact shall be mitigated through contour grading and landscape treatment. This is also consistent with the current standards. For the sixth row, at 6-feet in height, a retaining wall shall be separated by a minimum of six feet horizontally in width. This is consistent with the current standard. For the last row, this is just a cross-reference to the uniform retaining wall design criteria that was described earlier within this staff report.

Prominent Ridgelines Updates – Part 2
Please Note: Covered Under Discussion Item 4 from 1/25/23 PC Workshop Background:
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Presently, MMC §16.24.60.G provides some parameters that structures are not permitted to be closer to a prominent ridge than fifty (50) feet as measured vertically on a crosssection or one hundred fifty (150) feet horizontally on a topographic map.

3. Structures shall not visually impair ridgeline silhouettes. Structures are not permitted closer to a prominent ridge than fifty (50) feet measured vertically on a crosssection or one hundred fifty (150) feet horizontally on a topographic map. whichever is more restrictive. Exceptions to this requirement for public facilities. utilities. and infrastructure necessary to serve the public health, safety, and welfare may be considered by the commission

3. In order to help address visual impacts at Prominent Ridgelines, use of the combination of natural occurring vegetation (trees/shrubs) and proposed landscaping shall be implemented to screen proposed structures at these locations. Additionally, any required Fuel Modification Zone and California Fire Code standards shall be considered in the design of this screening method blending with the terrain and existing vegetation.

Planning Commission Workshop – 1/25/23:

This was presented at the Planning Commission Workshop as Discussion Item 4. There was some concern from residents that have property within the Los Alamos Hills area that having this standard no longer makes sense as a number of properties have developed along the ridgeline areas. It was described by the residents the original intention was that it should only apply to ridgelines when the City was beginning to be developed as there was a much more naturalized context surrounding the Hillside Areas. It was suggested that if this standard were to remain should only apply to the properties located within openspace lots or other undeveloped land.

The challenge is how to balance this goal while providing property owners the ability to utilize their property; so staff suggested a few options to the Planning Commission including:
o Providing the opportunity for a landform depression/berming grading. o Utilization of muted earth-tone colors for exterior walls and roofing with the incorporation of exterior paint and roof elements with a low reflective value. o Utilization of natural occurring vegetation (trees/shrubs) to help screen proposed structures.

The takeaway from this dialog was with the utilization of natural occurring vegetation (trees/shrubs) to help screen proposed structures as a solution was the preferred solution for updating this existing standard.

Community Workshop – 4/11/23:

This issue area was presented at second time at the hosted community workshop. The dialog/feedback from the group was much the same as Planning Commission. Again, it 49

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was noted with the utilization of natural occurring vegetation (trees/shrubs) to help screen structures, it would be an amenable solution for all.

Proposed Modifications / Discussion:

As proposed, staff believes with the implementation of the proposed modifications at these ridgeline locations, the end result will be largely the preservation the visual characteristics at these ridgeline locations while providing property owners the ability to utilize their property. Furthermore, any required Fuel Modification Zone and California Fire Code standards will be implemented. With the modification for enhanced landscaping at these locations, it would still meet the intent following General Plan Goals and Policies: Land Use Goal LU-22 “Natural and visual resources are valued resources to maintain the rural character of the Los Alamos Hills.” and the following corresponding Policy LU-22.2 “Encourage new construction and landscape design that utilizes grading techniques to mimic the natural terrain.” Additionally, the modifications would still meet the intent of Goal CSV-5 “Hills and ridges are protected for their environmental and aesthetic values” and following Policy CSV-5.1 “Promote compliance with hillside development standards and guidelines to maintain the natural character and the environmental and aesthetic values of sloped areas.” All in all, future development at these locations and would involve careful siting, grading, and landscaping techniques to minimize exposure and preserve vistas of these ridgelines.

Other General Updates to Section
o Updates to Table 16.24-1 (Hillside Development Standards) for criteria. o Updates to site design and roadway placement for consistency with current California Fire Code and City standards.
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o Minor updates for cross-lot profiles which cover the building envelope for a structure on a downhill lot, the building envelope for an uphill lot, and for the building envelope at cross-lot slopes.
o Minor updates for walls and fencing criteria. Refers to Section §16.22.070.F (Retaining Walls) for additional criteria and for consistency with citywide design standards for retaining walls.
o Cross-referencing for consistency with citywide landscaping standards at sloped areas and use of drought tolerant and fire resistive landscaping materials. o Updates for grading techniques at hillside areas, drainage improvements at hillside areas, and for public safety.
 Updates to Section §16.24.070 Hillside Development Guidelines o Minor updates for the site design and building placement of a residence at a site on a slope. Buildings are encouraged to be placed parallel to the slope and not counter to it, which is the current guidance.
o Minor updates to roadway placement at hillside locations. Placement is encouraged to work with the terrain and not counter to it. These are the current parameters. o Minor updates to grading techniques which covers site situations with minimal grading, contour grading, landform grading, and drainage improvements in a more objective and naturalized manner.
o Cross-referencing of unifying standards for all zones with respect to landscaping on sloped areas.
 New Section §16.24.080 “Exceptions”
o Provide exceptions from requiring a grading permit in a Hillside Area if meets the current criteria as provided under Section §15.52.040 “Permit Exceptions”. These exceptions include exploratory excavations, installation of underground utilities, clearing and brushing when directed by the fire chief to mitigate a potential fire hazard, etc.
o Provides exceptions from requiring a grading permit for flatwork, pools, or spas, which results in the disturbance of 50 cubic yards or less, does not require a grading permit. o All other activities resulting in the disturbance of 50 cubic yards or less (excluding those areas that are identified within Section 16.24.060.G “Grading”), shall require the applicant to provide a statement to that effect, which shall be filed with the City Engineer including the following information: parcel boundaries, pad elevations, on or off-site existing grade elevations, vehicular access to and from the project site with 51

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both private and public roadways, existing utilities, and, if applicable, septic system location(s).
 New Section §16.24.090 “Reserved”
o Reserved blank section for future hillside updates/amendments.  New Section §16.24.100 “Hillside Overlay Map”
o Codifies the Hillside Overlay Map within the MMC. This has been missing up to this point in time which has made it challenging for City staff and project applicants to reference.
o Provided that these updates are approved, staff will work with Code publisher on uploading a high-resolution image.
o This information will also be incorporated into the City’s online Geographic Information System (GIS) as a layer for future reference which will assist City staff and project applicants.
 New Section §16.24.110 “Prominent Ridgelines Map”
o Codifies where these locations would apply within the MMC. o Similar to the Hillside Overlay Map as described above, provided that these updates are approved, staff will work with Code publisher on uploading a high-resolution image. o This information will also be incorporated into the City’s online Geographic Information System (GIS) as a layer for future reference which will assist City staff and project applicants.

Conclusion
All in all, the changes proposed in this update are intended to reconcile the various code sections and achieve consistency throughout the Development Code (Title 16), as well as, the Municipal Code (Chapter 15.52) for hillside standards. With the implementation of these updates, it will bring clarity for residents and project applicants on what standards apply, and where, with respect to hillside development that is currently lacking. Lastly, with the application of the proposed modifications covered in this ordinance amendment, it will continue to preserve the visual and aesthetic quality of hillsides and ridgelines as viewed from the surrounding community and avoid and minimize site disturbance at these locations to the extent feasible.

General Plan Consistency
It should be noted that these updates will be consistent with Conservation Element - Goal CSV-5 by maintaining that “...Hills and ridges are protected for their environmental and aesthetic values.

To substantiate this determination, this ordinance update will remain consistent with Policy CSV52

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5.1 in that it will “..Promote compliance with hillside development standards and guidelines to maintain the natural character and the environmental and aesthetic values of sloped areas.

Compliance with this goal and policy will be achieved in that future projects at hillside locations will be required to utilize landform, contour, and similar grading techniques which will be designed to blend with the natural existing site contours. This will be required to be demonstrated in future grading plans. Furthermore, proposed building pads and buildings with stem wall configurations will be sited in a manner to necessitate only minimal grading and to preserve open areas of the hillside areas as much as possible. Finally, naturally occurring vegetation (trees/shrubs) will be utilized at these locations, and confirmation will be verified on landscaping plans. This will help reinforce the natural aesthetic values of a given location.

It should be noted that the updates will be also be consistent with the following goal and policies with respect to the Los Alamos Hills community: Land Use Goal LU-22 with “Natural and visual resources are valued resources to maintain the rural character of the Los Alamos Hills” and implemented with the following policies: LU-22.1 “Encourage the preservation of natural and visual resources within Los Alamos Hills, such as rock outcroppings and scenic views of the local hills and valleys, to the greatest degree practicable” LU-22.2 “Encourage new construction and landscape design that utilizes grading techniques to mimic the natural terrain”; and LU-22.3 “Encourage development that minimizes impacts to existing water courses, mature trees, and natural features as much as possible. In those cases that these areas/features are impacted, the final design should provide adequate mitigation on-site and/or in nearby areas.” Projects in Los Alamos Hills will also be required utilize landform, contour, and similar grading techniques which will be designed and implemented in a manner to blend with the natural existing site contours which will be consistent with the description of LU-22.2. Lastly, projects in Los Alamos Hills will be placed in a manner to that minimizes impacts to natural features as much as possible to the community and mitigation for impacts will be assessed on project-level basis through CEQA review which is consistent with LU-22.1 and LU-22.3.

Moreover, the modifications for the utilization of naturalized landscaping for aesthetic purposes at hillside areas will be consistent with the following goal and policy: Goal CSV-9 “A community that promotes the growth of an urban forest and water-efficient landscaping, recognizing that plants provide natural services such as habitat, storm water management, soil retention, air filtration, and cooling, and also have aesthetic and economic value” and Policy CSV-9.6 “Maintain a guide to preferred trees, shrubs, and ground cover plants of noninvasive species, or refer private parties to an existing guide that meets City needs to assist private landscaping efforts.” Implementation of this policy supports our fire resistant standards for vegetation planting, maintenance, and for public safety for hillside development proposals as reviewed by Murrieta Fire & Rescue.

ENVIRONMENTAL DETERMINATION
The proposed action was reviewed for consistency with the citywide Comprehensive Development Code in 1998. These standards were originally evaluated and implemented under the adopted Negative Declaration for implementation of the Comprehensive Development Code on October 28, 1997. These updates have been evaluated for consistency for the current “Project” proposal utilizing this Negative Declaration and the Murrieta General Plan Final FEIR and Subsequent SEIR in 2021 (SCH No. 2010111084), by the City of Murrieta, in accordance with Public Resources Code Section 21166 and California Environmental Quality Act (CEQA) 53

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Guidelines Section 15162. Based on this evaluation, Staff determined the project would not result in new impacts or changed circumstances that would require a new environmental document and the previous environmental document adequately covers these modifications (Attachments 5 and 6).

NOTICING
The Project was noticed in compliance with Section 16.76 of the Development Code, including sending the notice to all properties that lie within the Hillside Area Overlay and publication occurred within a newspaper a minimum of 10 Days prior to the hearing and posting of the agenda (Attachment 7).

ATTACHMENTS

1. Hillside Updates (PC Resolution)

1.1 Ex. A - Draft Ord. – Title 8 And 15 - Strike_Undl. (For Info. Purposes Only)

1.2 Ex. B - Draft Ord. – Title 8 And 15 - Clean (For Info. Purposes Only)

1.3 Ex. C - Draft Ord. – Title 16 - Strike_Undl

1.4 Ex. C - Draft Ord. – Title 16 - Clean

2. Riverside Co. Airport Land Use Commission, Approval Letter, June 2, 2023

3. Hillside Overlay Map Exhibit

4. Prominent Ridgelines Map Exhibit

5. Hillside Ordinance Updates 15162 Consistency Analysis

6. Hillside Ordinance Updates Subsequent NOD

7. Public Notice
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56 57
58 59
60 61
62 63

CITY OF MURRIETA
City Council Meeting Agenda
Report
3/5/2024
Agenda Item No. WS1.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: David Chantarangsu, AICP Development Services Director PREPARED BY: Chris Tracy, AICP Senior Planner, Advanced Planning SUBJECT: Hillside Updates Workshop (DCA-2021-2396) - Ordinance Overview

RECOMMENDATION
Receive a presentation by staff, discuss the Ordinance overview, and provide direction related to policy options under the proposed Ordinance framework; and
Receive public comments.

PRIOR ACTION/VOTE
On March 29, 2022, the City Council directed staff to review the hillside development standards (Non-Action Item).

On June 28, 2023, the Planning Commission recommended the introduction and first reading of an Ordinance providing updates to the hillside development standards amending Murrieta Municipal Code (MMC) Chapters

8.20, 15.52, and updating portions of Title 16 (Vote 4-0-1) (Attachment 1).

On August 15, 2023, the City Council hosted a workshop on this item. The City Council requested additional information. The workshop was continued to a future meeting date . Additional details from this discussion are provided within the Analysis portion of this report below (Attachment 2).

CITY COUNCIL GOAL
Maintain a high performing organization that values fiscal sustainability, transparency, accountability and organizational efficiency.

BACKGROUND
For details about the historical context of the hillside development standards and why these updates are being brought forward, please refer to the Background Section as provided within Attachment 1. Staff is bringing forward these updates in a continued workshop for the City Council to review the proposed standards and provide input ahead of a future public hearing. This allows for time for staff to walk through the more complex updates with the City Council and allows for feedback on new information produced by staff since the last CITY OF MURRIETA Printed on 3/4/2024 Page 1 of 8
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workshop.

The purpose of this effort to update the City’s hillside standards is to improve readability and graphic exhibits, resolve code inconsistencies, incorporate best practices, and simplify the standards to make them more userfriendly to staff and applicants. The City’s existing hillside development standards, contained in Chapter 16.24 (Hillside Development) of the Development Code, were added in 1997 to support the City’s 1994 General Plan land use goals and policies associated with the City’s hillside features. The General Plan continues to contain goals and policies in hillside areas to “maintain the natural character and the environmental and aesthetic values of sloped areas.”
Analysis
As described in the beginning of this report, the City Council conducted a first workshop on this item on August 15, 2023. The workshop was continued to allow staff to conduct additional analysis in response to City Council questions and public concerns. Specifically, the City Council directed staff to provide additional mapping details for both the hillside areas and prominent ridgeline map exhibits. These recommended updates cover parcels that are owned by the Riverside Conservation Authority (RCA), properties that fall under Multi-Species Habitat Conservation Preservation (MSHCP) Criteria Cells, City-owned parcels, and to identify undeveloped and developed parcels within areas potentially affected by changes to the proposed standards. Attachments 3 through 11 depict the data described above graphically through multiple maps and were created using the City’s land use data available through its GIS software.

As a result of the additional analysis conducted by staff, it was determined that out of 371 privately owned parcels, only 51 would be fully affected by changes to the hillside standards since they were not previously developed. The developed 179 parcels would be subject to the new hillside standards if adopted, but existing development would remain. Only new developments such as additions, property redevelopment where housing structures were rebuilt, or future subdivisions/ lot splits would be affected. City and RCA-owned parcels would be unaffected since parcel development is not the goal of public agency ownership of open space lands other than for recreational purposes. Staff notes a key development restriction applicable to ridgelines would be removed with the proposed regulations and replaced with requirements for landscape screening.

Hillside Area(s)
319 parcels are developed and are privately owned. These parcels would be subject to the new requirements if additional development on the parcels was ever proposed, such as a room addition, reconstruction of a home, or a subdivision or parcel map. 179 parcels that are developed, are privately owned and are within an MSHCP Criteria Cell. 51 parcels in the study area are undeveloped and privately owned. These parcels represent the remaining undeveloped areas within the proposed Hillside Overlay area that would be required to follow the new requirements if adopted.
30 parcels are undeveloped, are privately owned and are within an MSHCP Criteria Cell. 0 parcels are undeveloped, publicly owned, and are within the boundaries of an MSHCP Criteria Cell. 25 parcels are undeveloped and owned by the RCA.
1 parcel is undeveloped and is privately owned by an entity for conservation purposes.

Prominent Ridgeline(s)
22 parcels are developed and are privately owned.
21 parcels are developed, are privately owned and are within an MSHCP Criteria Cell.

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8 parcels are undeveloped and privately owned.
7 parcels are undeveloped, privately owned and are within an MSHCP Criteria Cell. 0 parcels are undeveloped and publicly owned.
0 parcels are undeveloped, publicly owned and are within the boundaries of an MSHCP Criteria Cell.
0 parcels are undeveloped and are owned by the RCA.

With respect to acreage, the total acreage for all parcels within the mapped hillside areas encompasses 2,157 acres throughout the City. Staff notes this figure includes prominent ridgeline areas. Undeveloped privatelyowned parcels represent approximately 457 acres, conserved publicly-owned parcels represent approximately 492 acres, City-owned parcels represent approximately 163 acres, developed and publicly-owned parcels represent approximately 177 acres, and developed privately owned parcels represent approximately 1,152 acres.

Lastly, the total acreage for all parcels within the mapped Prominent Ridgelines Area encompasses approximately 445 acres. Staff notes that overlay does not cover the entirety of a parcel. Undeveloped privately owned parcels within the ridgelines area represent approximately 114 acres, conserved publiclyowned parcels represent approximately 170 acres, and developed privately owned parcels represent approximately 161 acres.

Mapping Updates
On December 2022, the Murrieta Hills Specific Plan was annexed into the City’s boundaries as approved by Riverside County’s Local Agency Formation Commission (LAFCO). Murrieta Hills is adjacent to the Greer Ranch Specific Plan along its northerly boundary and has a large variation in topography throughout the project’s boundaries. The prior Hillside Overlay Map Exhibit identified much of the Murrieta Hills project area as being within the overlay boundaries. Similar to other specific plans within the City, Murrieta Hills has its own hillside development protocols. Given this additional detail, staff updated the map (see the following page for the image and as referenced under Attachment 3) to reflect this recent boundary modification.

Image 1 - Hillside Overlay Exhibit
Summary of Proposed Code Modifications - MMC Chapters 8.20 and 15.52:

Updates to MMC Section §8.20.030 “Declaration of Nuisance” o Code Enforcement Division’s request to address revegetation of sloped areas after a catastrophic event.

Updates to MMC Section §15.52.020 “Definitions” for Consistency” o Clarification of a definition for “Hillside Area” and “Hillside Site” for consistency with the proposed updates under Chapter 16.

Summary of Proposed Code Modifications - MMC Title 16
For the updates as proposed under Title 16, please refer to Attachment 12 for a “side-by-side” comparison as it relates to the current MMC Section versus the proposed updates. Lastly, as provided in Attachment 12, a “Strikeout-Underline” version of the proposed amendments is included for further details as the Planning Commission recommends (Attachment 13).

For the City Council’s reference, staff also prepared the table below to describe the changes recommended by staff and approved by the Planning Commission. Attachment 13 depicts additions and deletions to the CITY OF MURRIETA Printed on 3/4/2024 Page 3 of 8
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proposed ordinance in redline/strike-through format.

Summary of Changes
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The following points summarize the findings from the mapping analysis:
“ ” “ ” Natural Areas versus Manufactured Grading - Ridgeline Discussion and Parameters There is public interest in these overall updates, particularly concerning ridgeline development parameters and how regulations apply to existing natural hillside areas versus areas previously graded referred to as manufactured slopes. The applicability of the current standards is summarized below as contained in MMC Section 16.24.020. Regardless of how the ordinance may have been applied in the past, the Municipal Code requires the standards be applied in the following situations as specified in MMC Section 16.24.020:

To uses and structures within areas with a slope of twenty (20) percent or greater and/or are designated on the significant features map on file with the department.

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Development standards, guidelines, and provisions of Chapter 16.24 shall be applied to those portions of land with a predominance of significant natural slopes exceeding twenty-five (25) percent and areas that are integrally contiguous or slopes determined as significant by the director.

The determination of slope is to be computed on the natural slope of the land before grading is commenced.

Notwithstanding the conflicting slope language that currently exists, the application of City hillside standards in MMC Chapter 16.24 applies to property that exceeds a certain natural slope. Since many properties potentially eligible for the proposed regulations were developed under county jurisdiction, there is no precise way to determine which areas of a site are natural or disturbed other than through an engineering opinion. Adoption of the proposed Hillside Overlay Map eliminates any debate or confusion about this topic. Even the current hillside ordinance recognizes that a property with natural and disturbed grades is still subject to the requirements of the hillside ordinance as described by the second bullet point above.

The following information also provides the current General Plan within the Municipal Code and staff’s related analysis.

General Plan Provisions and Ridgelines
The following summarizes the General Plan’s Goals and Policies related to ridgeline development.

Goal CSV-5: “Hills and ridges are protected for their environmental and aesthetic values", and related implementing Policy CSV-5.1. To substantiate this determination, this ordinance update will remain consistent with Policy CSV-5.1 and the following discussion. o Policy CSV-5.1: “Promote compliance with hillside development standards and guidelines to maintain the natural character and the environmental and aesthetic values of sloped areas.”
For the Los Alamos Hills community: Land Use Goal LU-22 applies to ridgeline development in that “...Natural and visual resources are valued resources to maintain the rural character of the Los Alamos Hills” and is achieved with the following policies:
o LU-22.1: “Encourage the preservation of natural and visual resources within Los Alamos Hills, such as rock outcroppings and scenic views of the local hills and valleys, to the greatest degree practicable."
o LU-22.2 “Encourage new construction and landscape design that utilizes grading techniques to mimic the natural terrain.”
Development Code Provisions and Ridgelines
Chapter 16.24 Current Definitions and Design Parameters:

Prominent Ridge: A ridge or hill location that is visible from Interstate 15 or Interstate 215 or from an arterial or secondary street that forms part of the skyline or is seen as a distinct edge against a backdrop of land.

Ridge: An extended, narrow, conspicuous elevation of land generally between valleys. (Staff note: the defined term “Ridge” has been separated from the definition of “Prominent Ridge” for the purposes of this report. As of this writing, it is not known if the language should be separated or left as is. This will require further staff review).

A. Site Design.

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69 3/5/2024
Agenda Item No. WS1.

1. Design of building sites should be sensitive to the natural terrain. Structures should be located to minimize grading and preserve natural features (e.g., prominent knolls, ridgelines, etc.)

2. Preserve views of significant visual features, as designated on the hillside overlay zone map, as seen from both within and outside a hillside development. When designing lots and plotting homes, the following provisions should be considered:
a. Dwellings should be oriented to allow view opportunities even though views may be limited.

Residential privacy should not be unreasonably sacrificed, and b. A significant public vista, skyline, open space corridor, or vertical open space corridor as seen from an interstate, an arterial, or a secondary street should be a major design element in the site planning process

3. Structures shall not visually impair ridgeline silhouettes. Structures are not permitted closer to a prominent ridge than fifty (50) feet measured vertically on a cross-section or one hundred fifty (150) feet horizontally on a topographic map, whichever is more restrictive. Exceptions to this requirement for public facilities, utilities, and infrastructure necessary to serve the public health, safety, and welfare may be considered by the commission.
e. Manufactured cut and fill slopes exceeding ten feet in height that will be either exposed to permanent public view or are adjacent to environmentally sensitive areas should be designed with features characteristic of natural slopes, where physically feasible so that their ultimate appearance will resemble a natural slope.

This will include slopes along streets and highways adjacent to parks, schools, open spaces, other public facilities, and other prominent and visible slopes.

Discussion
As demonstrated in the above descriptions, both the General Plan and Municipal Code call for the preservation of “ridgeline-related” visual resources covering both natural and manmade areas. Policy CSV-5.1 speaks to maintaining the aesthetic values of sloped areas where the ridgeline would be a slope component.

For the Los Alamos Hills Area under LU-22.1, calls for the preservation of both natural and visual resources, and LU-22.2 speaks to encouraging new construction and landscape design that utilizes grading techniques to mimic the natural terrain. Again, the ridgeline would be an aesthetic component under both of these implementing policies.

As described within the Development Code, it calls for the preservation of significant visual features, and one could make the case that a ridgeline represents this type of feature, whether natural or manmade. Further, it describes that structures shall not visually impair ridgeline silhouettes with setback criteria. Lastly, manufactured cut and fill slopes with prominent and visible slopes need to be designed in a manner that emulates natural conditions. FISCAL IMPACT
None.

ATTACHMENTS

1. Planning Commission Ordinance Introduction Staff Report, June 28, 2023

2. City Council Workshop 1 Staff Report, August 15, 2023

3. Citywide - Hillside Overlay Map Exhibit

4. Citywide - Prominent Ridgelines Map Exhibit

5. Focused 1 - Prominent Ridgelines - Los Alamos Hills Area

6. Focused 2 - Hillside - Los Alamos Hills Area

7. Focused 3 - Hillside - Greer Ranch Area
CITY OF MURRIETA Printed on 3/4/2024 Page 7 of 8
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Agenda Item No. WS1.

8. Focused 4 - Hillside - Murrieta Hills Area

9. Focused 5 - Hillside - Bear Creek Area

10. Focused 6 - Hillside - Western City Quadrant - Northwest Section

11. Focused 7 - Hillside - Western City Quadrant - Southwest Section

12. Title 16 Modifications - “Side-by-Side” Comparison

13. Draft Ordinance - Title 16 - Strikeout-Underline

14. Correspondence
CITY OF MURRIETA Printed on 3/4/2024 Page 8 of 8
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71 ADAMS AVE

WHITEWOOD RD

JEFFERSON AVE

LOS ALAMOS RD
IVY ST

WASHINGTON AVE

WINCHESTER RD

ANTELOPE RD

MADISON AVE

KALMIA ST
C
L
I
N
T
O
N
K
E
I
T
H
R
D

NUTMEG ST HAYES AVE

HANCOCK AVE
M

URRIETA
HOT
SPR
I
N
GS
RD
FIG ST

CALIFORNIA OAKS RD
H
U
N
T
E
R
R
D
K
E
L
L
E
R
R
D

MAGNOLIA ST
L
I
N
N
E
L
L
N

CALLE DEL OS O
O
RO
MON
ROE
AVE

JACKSON AVE

LINCOLN AVE

VINEYARD PKY

LEMON ST
ELM ST

JUNIPER ST

LAS BRISAS RD

GUAVA ST
ALTA

MURRIETA DR

MARGARITA RD

MC EL WA NI RD
VIA
P
R
I
N
CESA

ADAMS AVE

JACKSON AVE

CLINTON KEITH RD
N
U
T
M
EG ST

MONROE AVE
ELM ST

JUNIPER ST

HAYES AVE
ELM ST

GUAVA ST
CityBoundary
MSHCPCriteriaCells
HillsideOverlay
.
72 §¨¦215
I-215

LOS ALAMOS RD

WHITEWOOD RD

CLINTON KEITH RD

MARY PL

VIA MIRA MOSA
LAS
BRISAS
RD

CALLE ANDRAS
LIBER
TY
R
D

BUSMAN RD

CELIA RD
M
A
S
O
N
AVE

YORKTON RD

RANCH HOUSE ST

LA ALBA DR

CARLTON OAKS ST

MURRIETA OAKS AVE

PINYON ST

WRANGLER DR HAZEL GLEN RD

LONGBRANCH
AVE
R
U
T

H ELLEN
WAY

ANDROMEDA ST
HUNTER
RD
EA
RLY LN

MAXMILLIAN AVE

HUBBLE WAY
M
E
NIFEE
RD

BRONCO WAY
PIC
T
O
R
AVE

SKI RANCH ST

MANGROVE ST

BAKER LN

ARIEL ST

HYDRUS PL
LA

LUNE AVE

POST OAK PL
GEMIN
A
AVE

SHANNON LN

DONALD RD

OAK MEADOWS PL

CATT RD

RAVENNA ST

HACKBERRY ST

PERRY RD
A
S
H
W
O
O
D
L
N

SOCORRO ST

JESSIE CEAS
LN

AVENIDA ACACIAS
VIA
CADIZ
C
RAWFO
R
D
CA
N
YO
N
R
D

SHEA LN
ER
NES
T
WAY

AVENIDA SOMBRA

BIG DIPPER WAY

HACHTEN RD

ALTA LOMA LN
C
O
U

NTRY MILL RD

CORTE SOMBRERO

RANGEVIEW DR

STARFALL WAY
C
O
U
G
A
R PL

VIA PERA

SPRINGHAVEN ST

SMOKEWOOD DR

ETIENNE CIR

PORTH RD
VIA
LAR

SNOWFIELD ST
IN
D
U
S PL

VIA SANTEE

ROSEMARY ST
A
REN
D
T LN

BROKEN ARROW WAY
CA
MINO

HERMOSA

TREE RIDGE ST

WILLIE LN

MITCHELL
RD

NEWCASTLE RD

VIA LAS QUINTAS

BILOXI PL

VIA SONRISA

SUNROSE DR
D
U
S
TER
R
D
LY
N
WOOD
AV
E
LU

M EI RE AVE
C
RY
S
TAL LA
KE C
T
VIA PA
MPLO
N
A

CANYON HILLS WAY

CALLE DE TRES AMIGOS

VIA CUENCA

MORNING STAR DR

SWEETSPIRE TERRACE PL
FLO
R
A
C
T

SOMMERVIEW RD
C
A
R

D FI F R
D

EUCALYPTUS ST
C
REIG
H
T
O
N
AVE
TUCANA
PL
WA
N
D
E
RIN
G
PL

TAMRACK WAY

MACLEAN AVE

DOGWOOD ST

WILLOWBEND
DR
WAX
M
Y
R
TLE PL

HYPERION ST

WINTERGROVE WAY

CAMINO MIRABELLA

CAMINO MERIDIANA

VIA LAS LADERAS

CARMEL HILL CT

SYCAMORE RIDGE RD

HALF DOME CT

QUINTANIA DR

GALILEO
LN

WALNUT CREEK CIR

LYRA CT

DESERT WILLOW ST

STELLARVIEW AVE
RED
R
O
B
NI R
D

FIRE FALLS DR

VIA LAS SINTRAS

CORTE ANACAPA

CRESTKNOLL CT

BRENTSTONE WAY

CALLE CASABLANCA
FAL
L
S

GROVEAVE

SUNLIGHT CT
VIA

ZARGOZA

RUSHING WIND CT

CORTE ANCHA
D
O
REEN
D
R
P
O
N
DEROSA
CT
S
H
A
D
Y
M
APLE R
D

YELLOW WOOD WAY
WA
R
M
S
P
RIN
G
S
P
K
WY

TWILIGHT CT

STARDUST
WA
Y

TUMBLEWEED CT
P NI T
O
WAY

COURTNEY BROOK LN
B
R
ONC
O
C
O
U
R
T

ALYA CT
C
O
VIN
G
T
ON
CIR

CIRCINUS ST

CALLE MAGDALE
NA
REDBUD
LN

SUNSET WAY

VISTA ORIENTE

SCEPTRUM ST
LIN
D
S

TRAND AVE
VIN
EYA
R
D
W
E
ST

AVIOR CT

SWEETGRASS CT

ADARA LN

MOON B EAM
CT

SKIPPER RD

SUNNYGROVE
LN

FOREST CT
WAL
D
E
N
L
N
EL

LIPTICA
L
ST

CATT RD CLINTON KEITH RD

POST OAK
PL
I-215

SUNROSE DR
MSHCP Criteria Cells
Specific Plan Boundary
Hillside Overlay
CNLM Owned Parcels
RCA Owned Parcels
City-Owned Parcels
City Boundary
Focus Parcel

STRUCTURES
Undeveloped
Developed
City Parcels
.

Murrieta Springs
SP 309
Highlighted Parcels are Conserved
and not in the Hillside Overlay
73 §¨¦215

ANTELOPE RD

LINNEL LN

MC ELWAIN RD

CLINTON KEITH RD

STEPP RD

CLINTON KEITH RD

CLINTON KEITH RD
I-215

GREER RD
A
N
T
ELO
P
E
R
D

LINNEL LN

MCELWAIN RD

EVANDEL RD

ABELIA ST

PABESU RD
N
U
TM
E
G
S
T

CHAMOMILE ST

VIA MADRID

CATT RD

HORSETAIL ST
D
U
S
TER
R
D

PUMPKIN ST

CRABAPPLE ST

HOLLINGSWORTH DR
D
A
R
C
Y
PL

CLINTON KEITH RD

SIERRA LN

BOTTLE BRUSH WAY

MURANO ST

TREFOIL ST
MIT
C
H
E
L
L
R
D

SONATA DR

CHIVE ST

STOCK ST
ORCHID
TRE
E
AV
E

SUMAC AVE

HACKBERRY ST

VIRIDIAN ST

EUCLID ST

PAPER BARK AVE

ALOE WY

BISHOP RD

TUBE ROSE ST
RED
B
L
U
F
F
P
L
C
O
R
TE REN
ATA

PEPPERMINT PL
FE
N
T
O
N LN

DESERT LOCUST ST

NEALA LN

HAZELHURST ST

TREE ROSE AVE
IC
EPLANT
L
N

BOWERVINE PL
LAJU
NE S
T

KETTLE RD

SAGE GLEN ST

RED MAPLE ST

PAPILLION ST

GRISHAM ST

MAHONIA WAY
LA
N
D
O
N LN

FERN PINE WAY

BELLA LN

ELDERBERRY ST
B
REC
KY
N LN

VINCA CT

BROGAN LN

CORNFLOWER PL

WEDGEWOOD WAY

LEMON GRASS WAY
B
EN
T
G
R
A
S
S
AV
E

DELANEY CIR

PECAN TREE LN

WOODROSE CT

RUBY GRASS CT

CLARISE LN

CHERRY BARK WAY

COUNTRYSIDE LN
C
O
R
A
L

GUM AVE

BLUEBELL CT

SOMERS RD

TRIANGLE ST

REDGRAVE WAY

GOLDEN CUP CT

SIRUS CIR

CAPE AIRE WAY
C
REIG
H
T
O
N
AVE
TWINLE
AF A
VE
K
ATELY
N
AVE

SPINDLE WAY
VIN
EYA
R
D
W
E
ST
RED
LEAF
LN

BELLWOOD CT

MERIW ETHER WAY
DOGWOO
D
S
T

TINDERBOX WAY

BAXTER RD
POST
OAK
PL

AUBRIETA ST

WHITE A LDER CT
PL
U
M
E
LN
MADIA
LN

PEONY LN
SU
N
D
EW
LN

VERBENA CT

WICKHAM LN

ROSEBUD ST

FAIRFAX CT

BINGLEY CT
WILC
O
X LN

SUNRAY CT
M
E
TALU
C
A
AV
E

PEPPERGRASS CT

WILMINGTON CT

CORTE PAVIA
C
O
R
T
O
N
A
C
T
GEN
TIA
N LN

CORTE CORUNA

SAN PAULO PL

CLINTON KEITH RD

CATT RD

DARCY PL
I-215
EVAN
D
EL RD

RED MAPLE ST
MSHCP Criteria Cells
Specific Plan Boundary
City Boundary
City-Owned Parcels
Focus Parcels
Undeveloped
Developed
RCA Owned Parcels
Hillside Overlay
.

Greer Ranch Specific Plan
Murrieta Hills Specific Plan
74 Murrieta Hills SP 4

ANTELOPE RD

ANTELOPE RD
I-215
A
N

TELOPE R
D

FERN PINE W

BOTTLE BRUSH WAY AY

TREFOIL ST

ORCHID TREE AVE

KELLER RD
I-215
A
N

TELOPE R
D
City Boundary
MSHCP Criteria Cells
Specific Plan Boundary
City-Owned Parcels
RCA Owned Parcels
Hillside Overlay
City Parcels .
75 CLINTON KEITH RD

CALLE DEL OSO ORO
City Boundary
MSHCP Criteria Cells
City-Owned Parcels
Focus Parcels
Privately-Owned--Open/Park Space
Developed
Hillside Overlay
.
76 IVY ST

HAYES AVE

JUNIPER ST

KALMIA ST

HAYES AVE
IVY ST

HAWTHORN ST

JUNIPER ST

BROWN ST

EDNA RD

CALLE ORTEGA ARJAY DR

JOSHUA TREE CT

TYLER PL

NEW CLAY ST

GRACE LN

TRUMAN PL

KALMIA ST

MANISTA WAY

ESTATE HILLS WAY

JERSEY PINE CT

RIVERVIEW LN

TRILOGY TRAILS LN

PATTON AVE
IVY ST

KALMIA ST
CityBoundary
City-OwnedParcels
MSHCPCriteriaCells
FocusParcels
Undeveloped
Developed
HillsideOverlay.
77 ADAMS AVE

ELM ST WASHINGTON AVE

JEFFERSON AVE
ELM ST
FIG ST

ADAMS AVE

DOUGLASS AVE
ELM ST

DE LUZ RD

CORNING PL

SHAW LN

MEADOWLARK RDG

WASHINGTON AVE

EASTMAN DR

JAN VALERIE RD

JOHN WAYNE RD

MANCE RD

LUCILLE
CIR
C
LE
RD
BAY

MEADOWS WAY

HAYES AVE

DATE ST

MILES ST

LONG ACRES WAY

DEERE CT

MCALBY CT

KELVIN CT

BECKMAN CT
BAS
S
PT

CORPORATE CENTER CT
W

HISPERING
C

REEK AVE
SAGE
GRAS
S
CT

MORNING
DEW
CT
ELM ST

HAYES AVE
CityBoundary
City-OwnedParcels
RCAOwnedParcels
City-OwnedParcels
HillsideOverlay
FocusParcels
Undeveloped
Developed
.
78

ATTACHMENT 11

STRIKEOUT/UNDERLINE VERSION
Section 16.08.020 (Residential Districts General Development Standards), Table 16.08-03 (Residential (Single-Family) Zones General Development Standards) of the Murrieta Municipal Code is hereby amended in its entirety to read as follows:
“
TABLE 16.08-3

RESIDENTIAL (SINGLE-FAMILY) ZONES

GENERAL DEVELOPMENT STANDARDS
Development
Feature
RR ER-1 ER-2 ER-3 SF-1 SF-2
(3)
Minimum
Parcel Size

2.5 acres(2)

1.0 acres

0.5 acres(1)
10,000
sq. ft.
7,200 sq.
ft.
4,350 sq. ft.

Density Range 0.1 - 0.4
dus/acre

0.4 - 1.0
dus/acre

1.0 - 2.0
dus/acre

2.0 - 3.0
dus/acre

2.1 - 5.0
dus/acre

5.1 - 10.0
dus/acre
Minimum
Parcel Width
100 feet 100 feet 100 feet 70 feet 70 feet 55 feet, 45 feet for parcels less than
5,000 square feet.

This parcel width
shall be increased
to a 50 foot width
for every fifth lot
on a non-cul-d esac parcel street
frontage.

Minimum
Livable Area
1,000
sq. ft.
1,000
sq. ft.
1,000
sq. ft.
1,000
sq. ft.
1,000 sq.
ft.
1,000 sq. ft.

Setbacks
Front 20 feet 20 feet 20 feet 20 feet 20 feet 20 feet
Interior 20 feet 20 feet 20 feet 10 feet 10 feet 7.5 feet per side.

For parcels less
than 5,000 sq. ft. =
A minimum of an
average of 12 feet
overall for the
combination on of
both interior sides
with no side
setback of less
than 5 feet.

Street Side 20 feet 20 feet 20 feet 20 feet 20 feet 10 feet Rear 20 feet 20 feet 20 feet 20 feet 20 feet 20 feet
Accessory
Structures
Consistent with Section 16.44.150
79

Maximum
Parcel
Coverage
25% 25% 35% 35% 35% for
twostory;
45% for
single
story
50%
Maximum
Building
Height(4)
40 feet(4) 40 feet(4) 40 feet(4) 35 feet(4) 35 feet(4) 35 feet(4) Minimum Onsite
Landscaping
25% of front yard area
Small Attached
Unit
Configuration
Refer to Section 16.16.020 “Planned Residential Development General Standards” for development standards and project review and 16.16.030 “Planned Residential Development Design Standards and Parameters.” Notes:
(1) A forty (40) foot wide buffer shall be provided along Washington Avenue (from Guava to Elm Street) in the public right-of-way. Landscaping to include six-foot high block wall, pedestrian trails and/or sidewalk, and landscaping berms to act as natural buffers. New residential projects will be allowed to access from Washington Avenue with residential lots abutting Washington Avenue are prohibited from taking direct access from Washington Avenue.
(2) The minimum parcel area for properties zoned RR can include adjacent area to the centerline of the public street right-of-way.
(3) For projects proposing a clustering configuration with detached single-family homes or within small attached unit configurations, please see 16.16.020 “Planned Residential Development General Standards” and 16.16.030 “Planned Residential Development Design Standards and Parameters” for requirements.
(4) For structures located within a Hillside Area, see maximum height criteria as provided within Section 16.24 (Hillside Development) and applicability. “
80

Section 16.08.020 (Residential Districts General Development Standards), Table 16.08-04 (Residential (Multi-Family) Zones General Development Standards) of the Murrieta Municipal Code is hereby amended in its entirety to read as follows:
“
TABLE 16.08-4

RESIDENTIAL (MULTI-FAMILY) ZONES

GENERAL DEVELOPMENT STANDARDS
Development Feature MF-1
(5) MF-2 MF-3 MF-4
Minimum Parcel Size 5 acres 5 acres 5 acres 5 acres
Minimum Parcel Width 100 feet 100 feet 100 feet 100 feet Density Range 10.1 - 15
du/acre

15.1 - 18.0
du/acre

18.1-29.0 duacreMin. 30
du/acre
Minimum Livable Area 500 sq. ft. 500 sq. ft. 500 sq. ft. 500 sq. ft.

Setbacks
Street 10 feet 10 feet 10 feet 10 feet
Interior 10 feet 10 feet 10 feet 10 feet
Maximum Parcel Coverage 35% 35% 50% None
Maximum Height Limit 50 feet 50 feet 60 feet 100 feet
Open Space (per dwelling unit)
Private Open Space 60 sq.
ft./upper floor
100 sq.
ft./ground
floor
60 sq.
ft./upper floor
100 sq.
ft./ground
floor
All units 50
sq. ft.(2)
All units 50
sq. ft.(2)
Common Open Space 200 sq. ft. 200 sq. ft. 150 sq. ft.(3) 150 sq. ft.(3) Recreational Amenities For projects
containing 25
or more
dwelling units,
provide one
recreational
amenity for
each 30
dwelling units
or fraction
thereof(4)
For projects
containing 25
or more
dwelling units,
provide one
recreational
amenity for
each 30
dwelling units
or fraction
thereof(4)
Minimum On-site
Landscaping 10% of the site area
Notes:
(1) When adjacent to existing single-family residential use or zone, the building setback from the nearest property line shall be 10 feet for the first 25 feet in height, above 25 feet in height the setback shall be 20 feet, and above 50 feet, the setback shall be 30 feet. (2) For stand-alone multi-family residential projects or as part of a mixed-use development, each residential unit shall be provided with at least one area of private open space accessible directly from the living area of the unit, in the form of a fenced yard or patio, a deck or balcony 81

at a minimum area of 50 square feet. The minimum dimension, width or depth of a balcony shall be 5 feet.
(3) All common open space shall be conveniently located and accessible to all dwelling units on the site. Common open space may include landscaping, pedestrian paths and recreational amenities. In projects containing fewer than 10 units, the common open space shall have a minimum width and depth of 10 feet. In projects containing 10 or more or units, the minimum width and depth shall be 20 feet.
(4) One common recreational amenity shall be provided for each 30 units or fraction thereof.

The following listed amenities satisfy the above recreational facilities requirements.

Recognizing that certain facilities serve more people than others, have a wider interest or appeal, and/or occupy more area, specified items may be counted as two amenities, as noted.

In all cases, each square foot of land area devoted to a recreational amenity shall be credited as common open space on a 1:1 basis.
a. Clubhouse (two)
b. Swimming Pool (two)
c. Tennis, Basketball or Racquetball court
d. Weightlifting facility
e. Children's playground equipment
f. Sauna or Jacuzzi
g. Day Care Facility (two)
h. Other recreational amenities deemed adequate by the director. (5) For projects proposing a clustering configuration with detached single-family homes or within small attached unit configurations, please see 16.16.020 “Planned Residential Development General Standards” and 16.16.030 “Planned Residential Development Design Standards and Parameters” for requirements.
(6) For structures located within a Hillside Area, see maximum height criteria as provided within Section 16.24 (Hillside Development) and applicability. “
82

Section 16.08.030(A)(5) (Single-family Residential Design Standards and Design Features) of the Murrieta Municipal Code is hereby amended in part to read as follows:

16.08.030 Single-family Residential Design Standards and Design Features. …
“5. Walls.
a. Standard: Walls shall be designed using masonry materials such as split face and slumpstone, with colors that complement the architectural design of adjacent buildings. b. Standard: Walls adjacent to streets shall run in a continuous plane for more than forty-eight (48) feet without incorporating at least two of the following design features:
1) A minimum two-foot change in plane for at least ten feet; 2) A minimum eighteen- (18-) inch raised planter for at least ten feet; 3) A minimum eighteen- (18-) inch change in height for at least ten feet; 4) Use of pilasters at forty-eight (48) foot intervals and at changes in wall planes and height; or
5) A section of open grillwork a minimum of four feet in height for at least ten feet. c. Standard: Refer to Section 16.22.070(F) (Retaining Walls) for retaining wall criteria.” …
83

Section 16.08.040(D)(7) (Multi-family Residential Design Standards) of the Murrieta Municipal Code is hereby amended in part to read as follows:

16.08.040 Multi-family Residential Design Standards.
…
“7. Walls.
a. Standard. Walls shall be designed using masonry materials such as split face and slump stone, with colors that complement the architectural design of adjacent buildings. b. Standard: Walls adjacent to streets shall not run in a continuous plane for more than forty-eight (48) feet without incorporating at least two of the following design features:
1) A minimum two-foot change in plane for at least ten feet; 2) A minimum eighteen (18) inch raised planter for at least ten feet; 3) Use of pilasters at forty-eight (48) foot intervals and at changes in wall planes and height; or
4) A section of open grillwork a minimum of four feet in height for at least ten feet. c. Standard: Refer to Section 16.22.070(F) (Retaining Walls) for retaining wall criteria.” …
84

Section 16.18.080 (Height Measurement and Height Limit Exceptions) of the Murrieta Municipal Code is hereby amended in its entirety to read as follows:
“All structures shall meet the following standards relating to height, except for fences and walls, which shall comply with Chapter 16.22 (Fences, Hedges, and Walls).

A. Maximum Height. The height of structures shall not exceed the standard established by the applicable zoning district in Article II (Zoning Districts and Allowable Land Uses). or for structures within a Hillside Area under Section 16.24.020.A. In addition, the Mmaximum height for structures on a specific parcel shall be measured as follows: the vertical distance from finish grade to an imaginary plane located the allowed number of feet above and parallel to the finish grade.

FIGURE 3-1

HEIGHT MEASUREMENT

1. Establishing the high point and low point on the property as reference grade points as follows:
a. A measurement is taken from the lower of existing or proposed grade, 5 feet away from the lowest grade point around the structure, in accordance with Figure 16.18-1. This point shall be the low reference grade point. The highest point anywhere on the structure may not exceed the elevation of that low grade point by more than the allowable height plus the grade differential between the low point of structure and high point of structure (excluding items as detailed under Section 16.18.080(B) (Exceptions to Height Limits)), but in such case where the actual grade differential exceeds 10 feet, only a maximum of 10 feet may be added to the maximum allowable height per the zone. The measurement is the difference in elevation between the highest and the lowest adjacent ground elevation surrounding the building. 85

FIGURE 16.18-1

MEASUREMENT LOCATIONS
b. If the difference in elevation is 10 feet or less, the reference grade point is established at the highest adjacent ground elevation. See Figure 16.18-2. If the difference in elevation is greater than 10 feet, the reference grade point is established at 10 feet above the lowest adjacent ground elevation. See Figure 16.18-3. For stepped or terraced buildings, the building height is the overall height as illustrated in Figures 16.18-4 and Figure 16.18-5.

FIGURES 16.18-2, -3, -4. -5

MEASUREMENT CRITERIA
c. For a project with a proposed pad configuration, the height of the structure is measured by the vertical distance from the finished grade to the height of the roof line. See Figure 16.18-6.
86

FIGURE 16.18-6

MEASUREMENT WITH PAD CONFIGURATION
B. Structures on Sloping Parcels. Where the average slope of a parcel is greater than one foot rise or fall in 7 feet of distance from the street elevation at the property line, structure height shall be measured in compliance with Chapter 16.24 (Hillside Development).

CB. Exceptions to Height Limits. Exceptions to the height limits identified in this development code shall apply in the following manner:

1. Roof-mounted Features. Roof-mounted features including chimneys, cupolas, clock towers, elevator equipment rooms, equipment enclosures, and similar architectural features shall be allowed, up to a maximum of fifteen (15) feet above the allowed structure height. The total square footage of all structures above the heights allowed in the zoning districts shall not occupy more than twenty-five (25) percent of the total roof area of the structure.

Greater height or area coverage may be allowed subject to the approval of a minor conditional use permit in compliance with Chapter 16.52.

2. Parapet Walls. Fire or parapet walls may extend up to four feet above the allowable height limit of the structure.

3. Public Assembly, Hotels, Class "A" Office and Public Structures. Places of public assembly, including churches, schools, assembly halls, Class "A" office buildings greater than three (3) stories, hotels, and other similar structures may exceed the established height limit by one (1) foot for every two (2) feet that the minimum required front, rear, and side yard setbacks are increased. The increase in the front, rear, and side yard setbacks is determined by averaging the total of the increased building setbacks at the closest point on all sides. The maximum additional height allowed is thirty (30) feet above the height limit established for the applicable zoning district. This exception shall not apply when the site is adjacent to singlefamily zoned property. This exception may be used in conjunction with the height exception for rooftop equipment.

4. Telecommunications Facilities. Telecommunication facilities, including antennae, poles, towers, and necessary mechanical appurtenances, may be authorized to exceed the height limit established for the applicable zoning district, subject to the approval of a conditional use permit in compliance with Chapter 16.52. 87

5. Basement. A basement is defined as a story that has its floor surface below the adjoining finished grade as both conditioned and unconditioned space per the California Building and Residential Codes.”
88

Section 16.18.140(D)(4)(b) (Setback Regulations and Exceptions) of the Murrieta Municipal Code is hereby amended to read in part as follows:

16.18.140 – Setback Regulations and Exceptions
..

4. Setback Requirements for Specific Structures:
..
“b. Retaining Walls. (Retaining walls up to four feet in height are exempt.)Refer to Table 16.18-2 (Retaining Walls – Non-Hillside Areas) below:
1) Up to Six Feet. Retaining walls up to six feet in height may be located within a required set-back provided the exposed side of the wall faces into the subject parcel; and 2) Over Six Feet. Retaining walls greater than six feet in height, or where the exposed side of the wall faces out from the subject parcel without regard to height, shall be subject to the same requirements as the main structure in the applicable zoning district.

TABLE 16.18-2

RETAINING WALLS - NON-HILLSIDE AREAS
Criteria
Facing Outward Within Front or
Street-Side Setback
For residential, mixed-use
locations, commercial and
industrial, retaining walls within
a front yard or street-side
setback shall not exceed four
feet in height.

Facing Inward Retaining walls up to six feet in
height may be located within a
required setback provided the
exposed side of the wall faces
into the subject parcel and shall
incorporate landscaping to
screen the wall(s).

Line-of-Sight Locations/Visibility
Triangles
For any required line–of–sight
locations or visibility triangles, a
maximum of thirty inches in
height shall be permitted.

Six Feet or Greater - Retaining
Wall Facing Outward
Retaining walls six feet or
greater in height, shall be
subject to the same setback
requirements as the main
structure in the applicable
zoning district and shall
incorporate landscaping to
screen the wall(s).

Required Offset At twelve feet in height, a
retaining wall shall be separated
89

by a minimum of six feet
horizontally to accommodate
landscaping.

Design Criteria Refer to Section 16.22.070(F)
(Retaining Walls).

Retaining Wall(s) within Hillside
Areas
Refer to Table 16.24-2
(Retaining Walls – Designated
Hillside Areas)
“
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Section 16.22.030 (General Height Limitations), Table 3-3 (Maximum Height of Fences, Hedges, and Walls) of the Murrieta Municipal Code is hereby amended in its entirety to read as follows:

16.22.030 General Height Limitations.
“Fences, hedges, and walls may be erected/maintained to the heights shown in Table 3-316.22-

1. TABLE 3-3

MAXIMUM HEIGHT OF FENCES, HEDGES, AND WALLS
TABLE 16.22-1

MAXIMUM HEIGHT OF FENCES, HEDGES, AND WALLS
Location Maximum Height (within Setback Areas)
Rear and side yards (interior and street side) Six feet* Front yards Three feet*
At intersections of streets, alleys and
driveways within traffic safety sight areas.

Twenty-four (24) inches
* The director may approve additional height to enclose or screen areas.” 91

Section 16.22.040 (Exceptions to Height Limitations) of the Murrieta Municipal Code is hereby amended in its entirety to read as follows:
“16.22.040 Exceptions to Height Limitations – Non-Retaining Walls.

A. Fences and walls otherwise limited to three feet in height, may be allowed up to five feet in height with see-through (e.g., wrought iron or grille work) fencing material; B. Fences and walls otherwise limited to six feet in height, may be approved up to eight feet in height with see-through (e.g., wrought iron or grille work) fencing material; and C. Fences and walls may be allowed up to ten feet when the required setbacks are maintained. Heights greater than ten feet may be allowed subject to approval of the director.” 92

Section 16.22.050 (Measurement of Fence or Wall Height) of the Murrieta Municipal Code is hereby amended in its entirety to read as follows:
“16.22.050 Measurement of Fence or Wall Height.

Where there is a difference in the ground level between two adjacent parcels of less than two feet, the height of a fence or wall constructed along the property line shall be determined by using the finish grade of the highest contiguous parcel. When there is a difference in the ground level between two adjacent parcels of two feet or more, the height of a fence or wall shall be determined by the director.”
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Section 16.22.060 (Walls Required Between Different Zoning Districts) of the Murrieta Municipal Code is hereby amended in its entirety to read as follows:
“16.22.060 Walls Required Between Different Zoning Districts.

Walls shall be provided and maintained between different zoning districts as follows:

A. Where a nonresidential or multi-family zoning district abuts a residential zoning district, a solid masonry wall Cof six feet in height shall be constructed on the zone boundary line. Walls may be constructed higher than six feet if the viewshed is not impeded. This is and subject to the approval of the Ddirector. If retaining areas are proposed at these locations, please refer to the design standards as described under Section 16.22.070(F) (Retaining Walls); B. Where a Business Park (BP), General Industrial (GI), or General Industrial-A (GIA) IG zoning district abuts another zoning district, a solid masonry wall six feet in height shall be constructed on the zone boundary line. This standard may be applicable at a project location within the Innovation District (INN) depending on the proposed site layout and pedestrian and vehicle access. Please see Section 16.13.030 (Innovation District Design Standards) for additional details and criteria;
C. Walls shall be of solid masonry construction and shall be of a decorative design when in view of public rights-of-way subject to approval of the director; and D. The director may waive or modify requirements for walls between different zoning districts where a solid masonry wall already exists on the contiguous property if the following findings can be made:

1. The existing wall meets or can be modified to conform to the intent of this chapter;

2. Suitable landscaping can be installed adjacent to the existing wall to supplement and enhance the de-sireddesired physical separation;

3. The existing wall can be protected to prevent vehicle damage, if necessary; and

4. Concurrence of the adjacent property owner can be obtained, to modify the existing wall to meet the requirements of this chapter.”
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Section 16.22.070 (Special Wall and Fencing Requirements) of the Murrieta Municipal Code is hereby amended in its entirety to read as follows:
“16.22.070 Special Wall and Fencing Requirements.

A. Swimming Pools, Spas and Similar Features. Swimming pools, spas and other similar features shall be fenced in compliance with Chapter 15.48 (Swimming Pool Enclosures) of the municipal code.

B. Outdoor Equipment, Storage and Work Areas. Screening of outdoor uses and equipment and activities shall be provided in compliance with Section 16.18.120 (Screening and Buffering).

C. Temporary Fencing. Temporary fencing may be necessary to protect archaeological or historic resources and/or trees during site preparation and construction. Temporary fencing for these purposes shall be subject to the approval of the director.

D. Fence and Wall Design. Perimeter fences/walls adjoining public rights-of-way shall be articulated in compliance with subsection 16.08.030(A)(5)(b) (Walls). The design shall include an appropriate mix of materials and landscaping subject to the approval of the director.

E. Construction Fencing. Active construction sites shall be enclosed with a locked temporary construction fence or similar barrier to prevent ease of access into the site.

F. Retaining Walls.

1. Retaining walls may be allowed to reduce grading, preserve natural, features, or increase soil stabilization.

2. Crib walls, keystone, loffelstein walls, and other similar living wall systems are a design option as long as it can be demonstrated on the project plans that the walls are structurally acceptable and provisions are provided for acceptable landscaping. Such wall shall be subject to the following standards:
a. Utilization of a curvilinear slope pattern consistent with the appearance of the natural hillside terrain.
b. Planted with landscape material suitable for the climate and wall exposure relative to the sun.
c. The landscape aesthetic effect to be achieved by the overall development shall be emphasized and considered.
d. The color palette and materials selected for the retaining wall shall blend in with the adjacent hillsides and landscape plant palette.

3. Retaining Walls shall incorporate materials and colors used in adjacent structures. All materials used to construct the retaining wall(s) shall consist of native stone, poured-in-place concrete, precast concrete block, color treated, textured or veneered to blend in with the surrounding natural colors and textures of the existing landscape and native plant materials. 95

4. Retaining Walls visible from the public right-of-way shall be designed to provide variation in placement, use of planters, differing materials, and modulation of the wall plane.

5. Retaining Walls shall follow landform grading shapes and contours.

6. Tubular steel or wrought-iron safety fencing may be necessary in conjunction with retaining wall locations. If necessary, these wall locations are to provide for landscape safety maintenance personnel. Construction shall be consistent with the California Building Code and related codes.

7. Refer to Table 16.18-1 (Retaining Walls) and 16.24-2 (Retaining Walls – Designated Hillside Areas) for additional criteria.”
96

Chapter 16.24 (Hillside Development) is hereby amended in its entirety to read as follows:
“16.24.010 Purpose.

The purpose of this chapter is to provide regulations for the development of areas in the cityCity that, because of their topography, require special consideration to ensure that they are developed in a way that substantially maintains their natural character and environmental and aesthetic values to implement the City’s Ggeneral Pplan, and to provide for the safety, health, and welfare of the public by:

A. Providing guidelines and standards for development in visually sensitive hillside areasHillside Areas to minimize the ad-verseadverse impacts of gradinggrading and to promote the goals and objectives of the City’s Ggeneral Pplan;
B. Maintaining an environmental equilibrium consistent with existing vegetation, wildlife, soils, geology, slopesslopes, and drainage patterns, and to preserve natural topography and scenic character, including canyons, creeks, knolls, rock outcrops, and ridgelines whenever feasible;
C. Encouraging development proposals that feature water conservation and aquifer recharge techniques;
D. Encouraging development proposals that are sensitive to fire, flood, slide, erosionerosion, pollution, or other safety hazards;
E. Encouraging sensitive development through flexible design and innovative arrangement of building sites by utilizing variable lot sizes, clustering, and setback variations; F. Utilizing nontraditional design standards for streets and hillside gradinggrading where development quality and public safety are not affected; G. Encouraging developments that incorporate desirable existing features of land (e.g., natural vegetation, viewsheds, topographic features);
H. Protecting significant natural areas for ecologic purposes, educational, and other scientific study purposes; 1. Encouraging the use of drought-tolerant plant material to protect slopesslopes from soil erosionerosion and slippage, preserve natural watershed, minimize fire hazard, and minimize the scarring and deformation of the natural landscape; IJ. Limiting the impact of cutcut slopesslopes on adjacent developed and undeveloped properties; and
JK. Providing for appropriate intensity of development (e.g., density, massing, etc.) in hillside areas through a variety of design techniques to ensure that development intensity decreases as slopesslopes become steeper (e.g., lot sizes appropriate for steeper topography and separation of structures sufficient to preserve thea viewshed).
97

16.24.020 Applicability.

A. Hillside Area. The standards contained in this chapter apply to uses and structures within areas that have a slope of twenty (20) percent or greater and/or are designated on the significant features map on file with the department.

A. Location Consideration for Analysis. Notwithstanding any other provisions of this Code, the standards contained in this chapter apply to uses and structures within HIillside Areas that have a slope of twenty-five (25) percent or greater and as designated within the boundaries of a Hillside Overlay Map. Additionally, please refer to 16.02.020 (Exemptions from Land Use Permit Requirements), 16.24.080 (Exceptions) for activities and features exempt from review.

B. Basis for Slope Determinations. For the purpose of this chapter, slope shall be computed on the natural slope of the land before grading is commenced, as determined from a topographic map having a scale of not less than one inch equals one hundred (100) feet and a contour tour interval of not more than five feet. Slope determinations shall be based upon citywide contour data as provided on the City’s website under the Geographic Information System webpage under Interactive Mapping.

C. Development Plan Permit Required. Hillside developments shall be subject to the approval of a development plan permit in compliance with Chapter 16.56, unless exempt per adopted City policy or State Law (Example: Accessory Dwelling Unit).

D. The development standards, guidelines and provisions of this chapter shall be applied to those portions of land with a predominance of significant natural slopes exceeding twenty-five (25) percent and areas that are integrally contiguous or slopes determined as significant by the director. The provisions of this chapter shall apply to projects relating to subdivisions, permits, uses, structures, specific plans, master development plans, and associated site plans for development review except as specifically exempted by Section 16.02.020.

D. The development standards, guidelines, and provisions of this chapter shall be applied to those portions of land with a predominance of natural slopes exceeding twenty-five (25) percent or greater and areas that are integrally contiguous. The provisions of this chapter shall apply to projects relating to subdivisions, permits, uses, structures, specific plans, master development plans, and associated site plans for development review except as specifically exempted by Section 16.02.020 (Exemptions from Land Use Permit Requirements), and 16.24.080 (Exceptions).

16.24.030 Definitions.

For the purposes of this chapter the following definitions shall apply:

City. The City of Murrieta, state of California, referred to in this development code as the “City.” City Engineer. The dDirector of Public Works/City Engineer of the city or their duly delegated representative.

City Manager. The official employed by an elected council to direct the administration of the City. See Chapter 2.08 “City Manager”
Clearing. The removal of vegetation (grass, brush, trees, and similar plant types) by hand or mechanical means (e.g. brushing, and/or grubbing).
98

Cluster Development. A concept where structures are grouped on certain portions of a site, frequently of different shapes and sizes, surrounded by large expanses of open space.

Contour. A line drawn on a plan that connects points of equal elevation.

Cut. The mechanical removal of earth material.An act by which soil, sand, gravel, or rock is cut into, dug, quarried, uncovered, removed, or relocated, and shall include the conditions resulting therefrom.

Daylight Line. The line between the finished grade and natural terrain drawn by connecting points where pro-posed contours meet existing contours.

Director. See Section 16.46.050 “Director.”
Elevation. Height or distance above mean sea level.

Erosion. The process by which the soil and rock components of the earth's crust are worn away and removed from one place to another by natural forces (e.g., as wind, and water) Fill. A deposit of earth material placed by artificial means.deposit of soil, sand, gravel, rock, or other material placed by artificial means.

Finished Grade. The final elevation of the ground surface after development, that is in conformance with the approved plans.

Grading. To bring an existing surface to a designed form by excavating, filling, or landforming operations in excess of fifty (50) cubic yards.

Contour Grading. A grading concept designed to result in earth formsshaping that resembles natural terrain characteristics. Horizontal and vertical curve variations are often used for slope banks.

Conventional Grading. A grading concept that results in simple, straight forward, cut and fill lines and even planed slopesslopes. This is the most basic type of grading often resulting in an "engineered or man-made" appearance attributable to a lack of curvilinear or natural-appearing shapes.

Landform Grading. A grading method that replicates the irregular shapes of the natural slopesground surface. Landform graded slopesland surfaces are characterized by continuous series of concave and convex forms interspersed with mounds that blend into profiles, 99

nonlinearity in plan view, varying slope gradients, and significant transition zones, between man-made and natural slopesland surfaces.

Hillside Area. Land with an average rise or fall of twenty-five (25) percent or greater or a vertical rise of thirty (30) feet or moreMeans those areas specifically designated on a Hillside Overlay Map as adopted by the City Council under Section 16.24.100.

Mass Grading. The movement of large quantities of earth over large areas. Disruption of the majority of the on-site surface terrain resulting in a successive pad/terrace configuration.

Modification or elimination of natural landforms may result.

Minimal Grading. A grading concept designed to minimize excavation and filling. Allows the movement of earth for projects (e.g., as individual building foundations, driveways, local roads, and utility excavation). The concept is associated with roads conforming closely to natural contours and with structures being built on natural terrain.

Pad. A level area created by grading to accommodate development.

Prominent Ridge. A ridge or hill location that is visible from Interstate 15, Interstate 215, or from an arterial or secondary street, that forms part of the skyline or is seen as a distinct edge against a backdrop of land.

Ridge. An extended, narrow, conspicuous elevation of land generally between valleys.

Slope. An inclined ground surface, the inclination of which is expressed as a ratio of the vertical distance (rise), or change in elevation, to the horizontal distance (run). The percent of a given slope is determined by dividing the rise by the run, multiplied by one hundred (100). 100

Slope, Average. The method of determining average natural slope of land using the following equation:

I x L x .0023 where
A
I = Contour interval in feet.

L = Combined length in feet of contour lines measured on the project site. .0023 = A constant that converts square feet into acres and expresses slope in percent.

A = Project site area in acres.

Slope, Man-made. A manufactured slope consisting wholly or partially of either cut or filled material. Slope, Natural. A slope that is not man-made.

Slope, Significant Natural. A slope that is not man-made that exceeds twenty-five (25) percent and a vertical rise of thirty (30) feet or more.

Slope Ratio. The relationship of a slope's horizontal length to vertical height, with the height specified as one (e.g. 2:1).

Slope Transition. The area where a slope plane changes to meet the natural terrain or a level graded area either vertically or horizontally.

16.24.040 Application Submittal Requirements.

Applications for development within the hillside overlay zoning district shall comply with the submittal requirements of this chapter. When a development project is a specific plan or master development plan, the submittal requirements shall be incorporated in the appropriate sections 101

of the corresponding documents. If adequate detailed studies are provided with the specific plan and/or master development plan, subsequent implementing development applications shall be reviewed for substantial conformance with these plans.

Application filing requirements are as follows:

A. A Natural Features Map. This map shall identify slope banks, ridgelines, canyons, natural drainage courses, United States Geological Survey (U.S.G.S.) blueline streams, rock outcroppings, sensitive bioticbiological habitats, cultural resources, and other natural features for the purposes of project review and California Environmental Quality Act (CEQA) analysis determined to be worthy of consideration for preservation.

B. A Conceptual Grading Plan. A conceptual grading plan shall be submitted at a minimum scale of one inch to two hundred (200) feet (this scale may be adjusted with the approval of the department). The plan shall include the following items:

1. A legend with appropriate symbols indicating high point, low point, spot elevations, pad and finished floor elevations, top of wall, top of curb, change in direction of drainage, and planned drainage improvements;

2. A separate map with proposed fill areas and cut areas, depths of these areas clearly shown in five-foot topographic lines. Quantities of each cut and fill area shall be clearly marked and calculated as a percentage of the total site area. The fill and cut areas shall be either colored green and red, respectively, cross-hatched, or screened to delineate the separate areas;

3. Contours for existing and proposed land conditions. Existing contours shall be depicted with a dashed line with every fifth contour darker, and proposed contours shall be depicted as above except with a solid line. Contours shall be shown at minimum intervals of five feet of change in elevation, with two-foot contours in the flatter areas (if using Riverside County flood control district topographic maps, a four-foot interval may be used); and

4. Additional information as required to assist department review of the project.

B. Overall Conceptual Grading Plan. An overall conceptual grading plan shall be submitted at a minimum scale of one (1) inch equals twenty (20) feet). The plan shall include the following items:

1. A legend with symbols identifying the following, but not limited to: high point, low point, spot elevations, pad, top of wall, top of footing, top of curb, top of ground surface on both sides of a retaining wall, and planned drainage improvements;

2. A separate map shall be provided with proposed cut and fill areas, depths of these identified areas shown in five-foot topographic lines. Quantities of each cut and fill area shall be identified and calculated as a percentage of the total site area. The cut and fill areas shall be either colored green and red, cross-hatched, or screened to delineate each respective area;

3. Contours for existing and proposed topographic conditions shall be provided within submitted plan exhibits. Existing contours shall be depicted with continuous screened lines and proposed contours shall be depicted as above except with a solid line. Contours shall be shown at minimum intervals of two feet of change in elevation. Elevations of less than two feet shall be depicted with spot elevations; and
102

4. Additional information as required to assist with review of the project.

C. Drainage Map. A conceptual drainage and flood control facilities map describing planned drainage improvements. The map shall utilize cityCity standards or an acceptable alternate as determined by the city engineerCity Engineer or their designee.

D. Slope Analysis Map. A slope analysis map for the purpose of determining the quantity amount and location of land as it exists in its natural state and for calculating average slope categories. A base topographical map forof the site shall be prepared and shall have a scale of not less than one inch to onetwo hundred (100200) feet. The base topographical map shall include adjoining properties within one hundred (100) feet of the site boundaries to portray the site's context. Slope bands in contrasting colors shall be delineated in the range of zero to twenty-five (0—25) percent, twenty-six to fifty (26—50) percent, and fifty (50) percent or greater.

A tabulation of the land area by slope percentage shall also be provided.

The exact method for computing the percent slope and area of each slope category shall be sufficiently de-scribed and presented so that a review can be readily made. A heavy solid line indicating the twenty-five (25) percent grade differential shall be clearly marked on the plan. An eight and one-half by eleven (8 1/2 x 11) inch legible acetate reduction of the slope analysis with appropriate legend shall also be provided.

DE. Slope Profile Drawings. A sufficient number of slope profiles shall be provided to clearly illustrate the ex-tent of the proposed grading. A minimum of four cCross-section slope profiles shall be included with the slope analysis. Additional profiles may be required as determined by the city engineerCity Engineer or their designee. The slope profiles shall:

1. Be drawn at the same scale and indexed, or keyed, to the slope analysis map, grading grading plan, and project site map. Both vertical and horizontal scales shall be indicated;

2. Show existing and proposed topography, structures, and infrastructure. Proposed topography, structures, and infrastructures shall be drawn with a thin, solid line. Existing topography and features shall be drawn with a dashed line;

3. Extend at a minimum of least one hundred (100) feet outside the project site boundary to clearly show the impact on adjacent property. Additional distance may be necessary to determine off-site terrain and features;

4. Be drawn along those portions of the subject site where:
a. The greatest portion of the site where alteration of existing topography is proposed; b. The most intensive or massive development portion of the site where development is proposed (e.g. where structures are proposed);
c. The site is most visible from surrounding land uses; and cd. Where proposed gradinggrading willwould potentially impact existing natural drainage conditions.
103

5. At least two of the slope profiles shall be roughly parallel to each other and roughly perpendicular to existing contourcontour lines. At least one other slope profile shall be roughly at a ninety (90) degree angle to the other slope profiles and existing contour lines.

F. Indicate Source of Data. Both the slope analysis and slope profiles shall Iindicate the datum, source, data, and scale of topographic data used in the slope analysis and slope profiles.

G. Geotechnical Report. A geotechnical and soils report, shall be prepared by a registered geotechnical engineer to cityCity standards and provide in sufficient detail to substantiate and support the design concepts presented in the application as submitted. Additional environmental technical studies and investigations, including, but not limited to, hydrologic, seismic, access/circulation, cultural, tribal cultural, and biota researchbiological resources may also be required to help in the determination of the buildable area of a subject site for consistency with project review and for California Environmental Quality Act (CEQA) analysis.

H. Objective Design Guidelines. Objective Ddesign guidelines shall be provided for projects that are to be reviewed by the Planning Ccommission. Otherwise, illustrative building elevationselevations showing all sides of the structure shall be provided.

I. No Grading Proposed. In the event that no grading is proposed, (e.g., custom lot subdivision) a statement to that effect shall be filed with a plan that shows possible future house plotting, pad grading, driveway de-sign, and septic system location for each parcel proposed.

The plan shall be prepared on a topographic map drawn at a scale of one inch to two hundred (200) feet.See 16.24.080 (Exceptions) for applicability.

J. Additional Information. The following items may be required if determined necessary by the directorCity Engineer or their designee to aid in the analysis of the proposed project:

1. A line of sight or view analysis;

2. Photographic and/or computer generated graphic renderings;

3. A topographic model and/or large scale detailed partial model; or

4. Other illustrative techniques determined necessary to aid in review of the project.

K. Exceptions to the filing requirements shall be determined by the director.

16.24.050 Project Review Procedures.

Projects within designated hillside areas shall be subject to review and approval by the director or the commission in compliance with the provisions of this chapter.

A. Director Approval. The director shall approve, approve with conditions, or deny development proposal applications when the following conditions apply:

1. Development plan permits;

2. Extensions of time; or
104

3. Building permit reviews.

B. Commission Approval. The commission shall approve, approve with conditions, or deny development proposal applications when one or more of the following conditions apply:

1. When padded building sites are proposed; or

2. Proposals referred to the commission by the director.

C. Modification of Requirements. The commission may modify or waive a development standard:
when an improved or more sensitive design will result. Further, where it can be demonstrated that imposing hillside development standards would either render a parcel unbuildable and create a loss of its reasonable economic use, or place an undue restriction on the improvement of the property, development consistent with the general plan shall be allowed subject to approval by the commission, if the following findings can be made:
a. The site is physically suitable for the design and siting of the proposed development.

The proposed development will result in minimum disturbance of environmentally sensitive areas;
b. The grading proposed in connection with the development will not result in soil erosion, silting of lower slopes, flooding, severe scarring or other geological instability or fire hazard that would affect health, safety and general welfare as determined by the city engineer;
c. The proposed development retains the visual quality of the site, the aesthetic qualities of the area and the neighborhood characteristics by utilizing proper structural scale and character, varied architectural treatments, and appropriate plant materials; and d. The proposed development is in conformance with the qualitative development standards and guidelines as established in this chapter and is conformance with the goals, objectives and policies of the general plan.

1. When an improved or more environmentally sensitive design would result. Further, where it can be demonstrated that imposing the objective hillside development standards would either render a parcel unbuildable and create a loss of its reasonable economic use, or place an undue restriction on the improvement of the property, development consistent with the City’s General Plan shall be allowed subject to approval by the Planning Commission, if the following findings can be made:
a. The site is physically suitable for the design and siting of the proposed development.

The proposed development will result in minimum disturbance of environmentally sensitive areas;
b. The grading in connection with the development would not result in soil erosion, silting of lower slopes, flooding, severe scarring, create other geological instability conditions, or a fire hazard condition that would affect the public’s health, safety and general welfare for the City, as determined by the City Engineer. 105

16.24.060 Hillside Development Standards.

The following are minimum standards and shall apply to a use, development, or alteration of land in compliance with Section 16.24.020 (Applicability). These standards are supplemented by the provisions of the development guidelines contained in Section 16.24.070 (Hillside Development Guidelines) of this chapter.

A. Hillside Slope Categories. The following descriptionscategories serve as general standardsguidelines for determining the applicability of hillside slopeconditions at a subject site categories to ensure that development will compliment the overall character of the landform.

TABLE 16.24-1

HILLSIDE DEVELOPMENT STANDARDS
% Natural
Slope
Category
Standards
Up toUnder
25%
This is not considered a hillside condition.

Over 25%
up tobut
less than
50%
This is a hillside condition. Development within this slope category is limited to the less visually prominent slopesslopes of a subject site, and then only where it can be showndemonstrated that gradinggrading, vegetation removal, safety, and environmental and aesthetic, and other environmental impacts arecan be minimized.

Potential Iimpacts of from site access and roadways shall be minimized by following natural contourscontours or using grade separations. Proposed Sstructures shall blend with the natural landform through their shape, material, and utilization of natural occurring color(s). Special hillside architectural and design techniques are required, which may include the use of larger lots, variable setbacks, and variable building structural techniques and clustering. Padded building sites may be considered in some instances. Where this occurs, the commission may consider padded building sites adjacent to special features when it is found that grading of padded building sites will create a better relationship between the special feature(s) and the building sites. 50% and
over(1)
This is an excessive slope condition and development is prohibited. (1) This applies to the property as a whole.

B. Site Design.

1. Projects located in hillside areas shall incorporate clustering, variable setbacks, multiple orientations, and other site planning techniques to preserve open spaces, protect natural features, and offer views to residents.
106

2. When clustering techniques are usedutilized, the minimum lot sizes may be decreased to five thousand (5,000) square feet when it is necessary to preserve sensitive lands (e.g., hillsides, creeks, habitat areas, etc.). Lots may be allowed smaller than five thousand (5,000) square feet, but not smaller than four thousand (4,000) square feet, for up to twenty (20) percent of the total approved lots and only under an approved specific plan when absolutely necessary to preserve sensitive and hillside areasHillside Areas. Lots under five thou-sandthousand (5,000) square feet are prohibited in slope areas of twenty-five (25) percent or greater.

C. Driveways and Roadways.

1. Driveways shall be designed in a manner as to when a vehicle is entering a public/and /or private streets, maintaining adequate sight distance shall be maintained as determined by the city engineerCity Engineer or their designee.

2. Driveways shall not be located within three feet of a side property line. Exceptions to this standard may be considered based on lot size, percentage of slope, appropriate drainage facilities and use as a common (joint) driveway by the City Engineer or their designee.

3. Only slopesslopes less than fifty (50) percent (2:1) shall be allowedpermitted adjacent to driveways.

4. Driveway grades above fifteen (15) percent may only be considered by the City Engineer or their designee when driveways are aligned with the natural contourscontours of the land, and are necessary to achieve effective site design, and safety considerations are met to the satisfaction of the building and safety official, city engineer, and the fire departmentbuilding and safety official, City Engineer, or designee, and fire code official. Proper dDesign considerations shall be employed, including the use of vertical curves. On proposed driveways that may be approved with a slope greater than fifteen (15) percent, a coarse, all-weather paving material (e.g. asphalt or concrete), or grooves for traction, shall be incorporated into the designconstruction.

5. Roadways shall conform to the natural landform. Significant alterations to the physical and visual character of a hillside shall be avoided by eliminating large notches in ridgelines and wide straight alignments. Modified or reduced widthreduced-width road sections and split sections shall be considered in the layout of hillside streets to reduce gradinggrading and cutscuts in topography while allowing access for fire trucks and other emergency vehicles. 107

1 108

FIGURE 16.24-1

ROADWAY PLACEMENT

6. Where road construction is proposed in hillside areas, the standards shall be consistent with those identified for high fire hazard areas, the California Fire Code, and with City design standards.

7. The extent of vegetation and visual disruption shall be minimized by the combined use of retaining structures and regrading to approximate natural slopesslopes. The view along a street frontage shall be screened with landscaping and the maintenance of views shall be preserved as demonstrated on the project plans. shall provide a pleasant appearance with a sense of open space and landscaping. The use of terraced walls and landscaping to reduce grading impact associated with retaining walls is a recommended design technique to address this visual impactencouraged.

8. Wet utilities shall be placed in the road right-of-way, where feasible, and approved by the reviewing agency.

9. AppropriateScaled roadway drainage facilities and grades shall be provided consistent with City design standards.

D. Architecture.

1. The building envelope for primary structures, except for padded building sites,The maximum structure height shall be thirty (30) feet. Refer to Section 16.18.080.A (Maximum Height) for additional criteria on how to calculate the maximum height for a sloped parcel.as follows:
a. Downhill Lot. The maximum structure height shall be thirty (30) feet, measured from finished grade at the front setback line extending towards the rear of the lot. The maximum 109

height at the side setbacks shall be fifteen (15) feet extending up toward the center of the lot at a forty-five (45) degree angle to a maximum height of thirty (30) feet as measured from finished grade.

FIGURE 3-4

BUILDING ENVELOPE FOR DOWNHILL LOT
b. Uphill Lot. The maximum structure height shall be fifteen (15) feet, measured from finished grade at the front setback line extending up towards the rear of the lot at a forty-five- (45-) degree angle to a maxi-mum height of thirty (30) feet. The maximum height at the side setbacks shall be fifteen (15) feet extending up towards the center of the lot at a forty-five- (45-) degree angle to a maximum height of thirty (30) feet as measured from finished grade.

FIGURE 3-5

BUILDING ENVELOPE FOR UPHILL LOT
c. Cross Slope Lot. The maximum structure height shall be thirty (30) feet, measured from finished grade at the maximum front setback line extending towards the rear of the lot. The maximum height at the side setbacks shall be fifteen (15) feet extending up towards the center of the lot at a forty-five-(45-) degree angle to a maximum of thirty (30) feet as measured from finished grade.
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FIGURE 3-6

BUILDING ENVELOPE FOR CROSS LOT SLOPE
ad. Architectural Projections Allowed. Architectural projections and variations in roof design are encouraged. Projections above the maximum height limits for architectural features may be allowed subject to approval by the directorDirector.

2. In steeper terrain, Rreduction of front yard setbacks may be considered in order to minimize rear yard grading.

3. Architectural treatments shall be provided on all sides of a structure. Elements of the architectural treatment used on the front facade shall be repeated on all sides of a structure with additional emphasis on those elevations visible from public rights-of-way.

43. Building materials and color schemes shall blend with the natural landscape. Colors shall be of earth tones and the value (lightness or darkness) of the specific hue shall be as close to that of the immediately surrounding landscape as possible as demonstrated on the project plans. Where exterior stucco is used, it shall have a final coat of integrated color in a muted earth tone. Contrasting color accents shall be kept to a minimum.

54. Treated wood or materials of a wood-like appearance, having the necessary fire retardant characteristics. are a design optionencouraged for exterior surfaces. Use of other natural materials (e.g., river rock) is also strongly encourageda design option as well. The reflectivity of exposed surfaces (walls, roofs, windows, frames, and paved surfaces) shall be mitigated bywith the incorporation of overhangs, trellises, planting, and similar features.

65. Exterior lighting shall be located and shielded so as to not impact adjacent property owners in terms of glare and privacy in compliance with Section 16.18.100 (Lighting).

E. Walls and Fences.

TABLE 16.24-2
RETAINING WALLS – DESIGNATED HILLSIDE OVERLAY
AREAS
Criteria
Up to Three Feet Within Front or
Street-Side Setback
Walls within the required front
yard or street-side setback shall
not exceed three feet in height,
shall be separated by a
minimum of three feet, and shall
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incorporate landscaping to
screen the wall(s).

Line-of-Sight Locations/Visibility
Triangles
For any required line–of–sight
locations, or visibility triangles, a
maximum of thirty inches in
height shall be permitted.

Up to Six Feet. Where multiple terraced
retaining walls are designed to
retain larger slopes, they shall
not exceed six feet in height.

Refer to Figure 16.24-2.

Over Six Feet Prohibited
Over Six Feet and as Part of the
Structure.

Walls that are an integral part of
the primary structure may
exceed six feet in height;
however, their visual impact
shall be mitigated through
contour grading and landscape
treatment. Refer to Figure

16.24-3.

Required Offset At six feet in height, a retaining
wall shall be separated by a
minimum of six feet horizontally.

Refer to Figure 16.24-2.

Design Criteria Refer to Section 16.22.070.F
(Retaining Walls).

1. Retaining walls, not exceeding six feet in height, may be allowed to reduce grading, preserve natural features, or increase soil stabilization. Within the required front yard setback, individual retaining walls shall not exceed three feet in height.

2. Where multiple (terraced) walls are designed to retain larger slopes they shall not exceed six feet in height and shall be separated by a minimum of six feet horizontally. A maximum of two walls shall be placed together. Walls within the required front yard setback shall not exceed three feet in height and shall be separated by a minimum of three feet and shall incorporate landscaping to screen the wall(s).
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FIGURE 3-716.24-2

HEIGHT OF RETAINING WALLS

3. Walls that are an integral part of the primary structure may exceed six feet in height; however, their visual impact shall be mitigated through contour grading and landscape treatment.
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FIGURE 3-816.24-3

RETAINING WALL AS PART OF PRIMARY STRUCTURE

41. Refer to Section 16.22.070.F (Retaining Walls) for additional criteria.Crib walls may be approved on a case by case basis if it can be demonstrated that excessive height is not being created and provisions for extensive landscaping are incorporated.

5. Walls and fences shall incorporate materials and colors used in an adjacent structures.

Naturally occur-ring materials (e.g., river rock, flagstone, etc.) shall be used whenever possible.

6. Walls and fencing visible from the public right-of-way shall be designed to incorporate visual interest through variation in placement, use of planters, differing materials, and modulation of the wall plane.

7. Walls and fences shall follow landform grading shapes and contours. 114

FE. Landscaping. Revegetation in hillside areas shall reflect the visual patterns found naturally in local canyons and valleys. The landscaping as viewed from urban areas and arterial roadway system shall mask and screen man-made structures. 1 . Indigenous, or naturalized plants that blend naturally with the landscape shall be utilized in areas where planting is required. Plant selection shall be deep-rooted, drought tolerant, and fire resistive.

2. Natural landform planting shall be used to soften manufactured slopes, reduce the impact of development on steep slopes or ridgelines. and provide erosion control. These landscape techniques shall serve to reintroduce landscape patterns that occur naturally in the hillsides.
115

1 116

FIGURE 16.24-4

NATURAL LANDFORM PLANTING

3. A "vegetative backdrop" shall be maintained by replanting with native trees or the same vegetation that was removed. The vegetation should screen structures to the extent possible at maturity and preserve the appearance of the natural skyline.

3. A “vegetative backdrop” shall be maintained by replanting the site with native trees and/or providing the same vegetation that was removed consistent with City landscaping standards. As demonstrated on the project plans, the proposed vegetation shall be sized and spaced appropriately to screen structures for growth of the species at maturity and to preserve the appearance of the natural skyline.

4. The surface of graded or disturbed slopes with three feet or greater vertical height shall be protected against damage by erosion through the planting of deep rooted ground cover as demonstrated on the project plans. Slopes exceeding eight feet in vertical height shall be planted with ground cover and a combination ofof shrubs and trees that have a high "root-toshoot" ratio. The size of shrubs and trees shall be determined based on the individual project area as deemed appropriate by the department and/or Planning Ccommission.

5. Jute mesh or an equivalent shall be required when planting occurs between August fifteenth and April fifteenth, and when determined, as necessary, by a soils engineer and/or licensed landscape architect. Jute mesh shall be used in combination with required plantings as outlined in the slope landscaping guidelines available on the City of Murrieta’s website for optimal long-term slope stabilization.

6. Indigenous, native vegetation shall be retained and supplemented within canyons and along natural drainage courses where grading does not occur, provided that it conforms with fuel modification and tire prevention plans.
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7. Common open areas and front and side yards adjacent to a street shall be adequately landscaped and irrigated. The areas shall be provided with native plant materials that blend with the natural character of the surrounding landscape.

7. Common open space areas, front, and side yards adjacent to a street shall be landscaped and irrigated consistent with City landscaping and fire protection standards. These areas shall be provided with native plant materials that blend with the natural character of the surrounding landscape.

8. In order to protect slopes from soil erosion and slippage and to facilitate revegetation, an automatic irrigation system shall be installed on slopes with planting. Design and operation of the irrigation system shall respect the special conditions that exist in hillside situations specific to maintaining slope stabilization and integrity. In all cases, the emphasis shall be toward using plant materials that may eventually not need to be irrigated: therefore, temporary irrigation systems may be used as approved by the city's landscape architect and city engineer. Water and energy conservation techniques shall be utilized (e.g., drip irrigation, alluvial rockscape, etc.) Where irrigation systems are installed above ground, ultraviolet light resistant. brown line or other approved color, shall be used.

8. In order to protect slopes from soil erosion and failure, and to facilitate revegetation, and automatic irrigation system shall be installed on slopes with planting. Design and operation of the irrigation system shall respect the special conditions that exist in hillside situations specific to maintaining slope stabilization and integrity. In all cases, the emphasis shall be toward using plant materials that may eventually not need to be irrigated; therefore, temporary irrigation systems may be used as approved by the City’s landscape architect and City Engineer. Water and energy conservation techniques shall be utilized (e.g. drip irrigation, alluvial rockscape, etc.). Where irrigation systems are installed above ground, ultraviolet light resistant brown line, or other approved color, shall be used.

9. A permanent fuel modification area shall be required around development projects that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The fuel modification area shall be maintained by its owners, a homeowners' association, or other public nonprofit agency or conveyed in a public easement. Adequate provisions shall be made for the continual maintenance of these areas and the fire chief may require brush, vegetation, or debris to be removed and cleared consistent with the provisions of Chapter 8.32 of the municipal code.

Where feasible, fuel modification areas shall be designated as common open space rather than private open space. The recommended width of the fuel modification area shall be based on applicable building and fire codes and the recommendations of the fire chief with consideration given to:
a. A worst-case Santa Ana wind condition;
b. The natural ungraded slope of the land within the project and in the areas adjacent to the project;
c. Fuel loading:
d. Access to the project by fire suppression equipment. and access directly to the fuel modified area, and egress out of the project in case of evacuation; e. The on-site availability of water that can be used for fire fighting purposes with regard to fire flows, water pressure, and duration:
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f. "Built-in" fire protection within structures (i.e., sprinklers etc.); g. Soil erosion and sediment control measures; and
h. The fire department fuel modification policy document.

10. Fuel modification areas shall also incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion.

9. A permanent fuel modification area shall be required around projects that are located within high or very-high fire severity zone, adjacent to a high or very-high fire severity zone, or exposed to hazardous fire areas for the purpose of fire protection. The fuel modification area shall be maintained by its owners, a homeowners' association, or other public nonprofit agency, or conveyed within a public easement. Adequate provisions shall be made for the continual maintenance of these areas and the fire code official may require brush, vegetation, combustible item(s), or debris to be removed, cleared, and maintained, consistent with the provisions of Chapter 8.32 of the Municipal Code. Where feasible, fuel modification areas shall be designated as common open space rather than private open space. The recommended width of the fuel modification area shall be based on applicable building and fire codes and the recommendations of the fire code official with consideration given to:
a. A worst-case Santa Ana wind condition;
b. The natural ungraded slope of the land within the project and in the areas adjacent to the project;
c. Fuel load;
d. All weather access to the project by fire suppression equipment and personnel, access directly to the fuel modified area, and egress out of the project area in case of evacuation; e. The on-site availability of water that can be used for firefighting purposes with regard to fire flows, water pressure, and duration;
f. "Built-in" fire protection within structures (i.e., sprinklers etc.); g. Soil erosion and sediment control measures;
h. The fire department fuel modification policy and the Wild Urban Interface Undesirable Plants & Trees list;
i. Fuel modification zones for landscaping as outlined by the California Department of Forestry and Fire Protection.

10. Fuel modification areas shall also incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion.

G. Grading.

1. GradingGrading shall not take place on natural slopesslopes that exceed fifty (50) percent.
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2. Slopes created by grading of the site shall not exceed fifty (50) percent or 2:1, without a soils report and stabilization study indicating a greater permissible slope. Slopes shall not exceed thirty (30) feet in height between terraces or benches, except that the commission may permit slopes exceeding these dimensions where the slopes will result in a natural appearance and will not create geological or erosion hazards. The soils report and stabilization study will be subject to third party review prior to approval by the city. Refer to the hillside development guidelines (16.24.070) for methods to accomplish this standard.

2. Slopes created by grading of the site shall not exceed fifty (50) percent or 2:1. Slopes exceeding 2:1 but less than or equal to 1.5:1 may be considered upon additional analysis by a licensed geotechnical engineer. Slopes shall not exceed thirty (30) feet in height between terraces or benches, except that the Planning Commission may permit slopes exceeding these dimensions where the slopes will result in a natural appearance and will not create geological or erosion hazards. The soils report and stabilization study shall be subject to third-party review prior to approval by the City.

3. Structures shall not visually impair ridgeline silhouettes. Structures are not permitted closer to a prominent ridge than fifty (50) feet measured vertically on a cross-section or one hundred fifty (150) feet horizontally on a topographic map. whichever is more restrictive.

Exceptions to this requirement for public facilities. utilities. and infrastructure necessary to serve the public health, safety, and welfare may be considered by the commission.

3. In order to help address visual impacts at Prominent Ridge(s), the use of the combination of naturally occurring vegetation (trees/shrubs) and proposed landscaping shall be implemented to screen proposed structures at these locations. Additionally, any required Fuel Modification Zone and California Fire Code standards shall be considered in the design of this screening method blending with the terrain and existing vegetation.

4. ClearingClearing and/or grubbing, excavation, orand other earth disturbances shall not be permittedinitiated on hillside areashillside areas prior to the issuance of a gradinggrading permit,. with the exception of county/state authorized soils remediation operations, drill holes, and exploratory trenches for the collection of geologic and soil data or for weed abatement activities. Trenches are to be properly backfilled and in addition, erosionerosion treatment provided where slopesslopes exceed twenty-five (25) percent.

5. Manufactured cutcut and fillfill slopesslopes exceeding ten feet in height which willwould be either exposed to public view, or are adjacent to environmentally sensitive areas, shall be landformlandform or contourcontour graded, where physically feasible, so that their ultimate appearance will resemble a natural slope. This will include slopesslopes alongadjacent to streets and highways, slopesslopes, adjacent to parks, schools, open spaces, and other public facilities and other prominent slopesslopes. Refer to the hillside development guidelines (16.24.070) for methods to accomplish this standard.

6. LandformLandform gradinggrading shall be used where zero to twenty-five (0-25) percent (non-hillside) slopesslopes intersect with twenty-five to fifty (25-50) percent (hillside) slopesslopes. Proper transitioning from manufactured slopesslopes created by conventionalconventional gradinggrading methods to natural slopesslopes shall be achieved gradually and naturally through the use of radii or irregular curvilinear shapes that will blend into the adjoining topography tangentially and not create abrupt changes.

7. FillFill slopesslopes shall not be placed perpendicularly across a canyon. Straight line cutcut ofF fillof fill slopesslopes shall not be made to appear like a dam. The terminus of the fillfill shall, instead, be concave in shape to restore the can-yoncanyon appearance. This 120

concave configuration shall be in combination with the use of substantially flatter slope ratiosslope ratios (4:1, 3.5:1, 3: I ) at or near the center of this indentation. Symmetrical or unsymmetrical con-cave configurations shall be used depending upon the adjoining or underlying topographic characteristics.

8. Minimal radius rounding at the edges of cutcut and fillfill slopesslopes is not an acceptable method. Proper Ttransitioning from manufactured slopesslopes to natural slopesslopes shall be achieved gradually and naturally through the use of radii or irregular curvilinear shapes that will blend into the adjoining topography tangentially and not create abrupt changes.

9. In the planning, design, and development of public utilities and infrastructure, every reasonable effort as demonstrated shall be made to minimize gradinggrading impacts and incorporates a design that follows harmonize with the natural contourscontours and character of the land.

10. Side yard slopesslopes and low (less than twenty (20) feet in height) rear yard slopesslopes (less than twenty (20) feet in height) whose view is blocked by future structures need not have landform design applied.

11. GradingGrading shall be phased so that prompt revegetation or construction will control erosionerosion. Where possible,. only those areas that will be built on, resurfaced, or landscaped shall be disturbed. Top soil shall be stockpiled during the rough gradinggrading phase and usedutilized on padspads or revegetated habitat areas, upon the recommendation of the soils engineer. Refer to the hillside development guidelines for methods to accomplish this standard.

12. Applicable requirements of the cityCity and state shall be complied with in conjunction with athe latest National Pollution Discharge Elimination System (NPDES) permit prior to the issuance of a gradinggrading permit., whichThis may include, but is not limited to, an Grading Plan, and ErosionErosion Control Plan, Best Management Plan (including Notice of Intent to be filed with the state Water Resources Control Board)(During Construction and Post-Construction Phases) and Construction Monitoring Program.

H. Drainage.

1. Debris basins, energy dissipatingenergy-dissipating devices, and down drains shall be provided, where necessary, to reduce erosionerosion when gradinggrading is undertaken in the hillside areashillside areas. Natural drainage courses shouldshall be retained where health and safety can be maintainedare not jeopardized. Drainage courses retained in a natural state shall be protected from gradinggrading activity. In instances where a crossing is required,. a natural crossing and bank protection shall be a preferreddesign option over steel and concrete systems.

Where drainage structures are required, they shall be naturalized with coloration, plant materials, native rocks and/or concealment with gradinggrading techniques.

2. Drainage channels, slope drainage devices, interceptor drains and terrace drains shouldshall be placed in less visible locations as demonstrated on the project plans and evaluated for erosion. Down drains shall be hidden in swales diagonally or curvilinear across a slope face. In this manner they will be built into the overall landform of the slope. They shouldshall also receive a naturalizing treatment, which may include native rock, colored concrete, and/or landscaping so that the structure appears as an integral part of the 121

environment. In all cases, a concrete liner shall be used in addition to a naturalizing treatment as demonstrated on the project plans and evaluated for erosion.

FIGURE 16.24-5

NATURALIZED VERSUS CONVENTIONAL LANDFORMING
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3. Cross lotCross-lot drainage usage shall be minimized. In situations where this is not possible using conventional design., optional techniques (e.g., single loaded streets, reduced densities, etc.) shall be considered. Use of cross lotcross-lot drainage may be considered only after demonstration that this method will not adversely affect the proposed lots or adjacent properties, and that it is absolutely required in order to minimize the amount of gradinggrading which would result with conventional drainage practices.

4. Where cross lot drainage is utilized, the following shall apply:
a. Project Interiors. One lot may drain across one other lot if a maintenance easement is provided within either an improved, open “V”-swale gutter which has a naturalized appearance, or within a closed drainage pipe that shall be a minimum twelve (12) inches in diameter. This drainage shall be conveyed to either to a public street or to a drainage easement.

If drainage is conveyed to a private easement, it shall be maintained by its owners or a Homeowners' Association; otherwise,. the drain-agedrainage shall be conveyed to a public easement. The easement width shall be determined on an individual basis and shall be dependent on appropriate hydrologic studies and access requirements. Irrigation lines shall be placed above swales to minimize the impacts in the event of a system failure. When irrigation lines cross an open “V”-swale they shall be placed into a galvanized pipe, which is to be clamped to the soil on both sides of the swale subject to the review of the directorCity Engineer or their designee.
b. Project Boundaries. On-site drainage shall be conveyed in an improved open “V”- swale gutter, which has a naturalized appearance, or within an underground pipe in either a private drainage easement, that is to be maintained by its owners or a homeowners' association, or it shall be conveyed in a public easement. The easement width shall be a minimum of ten feet. A greater width may be determined necessary on an individual basis and shall be dependent on appropriate hydrologic studies and access requirements.

I. Public Safety.

1. Residential developments shall be constructed in a manner so as to reduce the potential for spread of brushfireswildfires as follows:
a. In the case of a conflict where more restrictive provisions are contained in the uniformadopted and/or locally adopted version(s) of the California Building Code building code or in the uniform fire codeCalifornia Fire Code, the more restrictive provisions shall apply. b. Roofs shall be covered with noncombustible materials (e.g., clay tile, concrete shake, tile, or similar materials). Open ends shall be stopped in order to prevent bird nests, or other combustible material, lodging within the roof and to prevent entry of flames. c. Exterior walls and fences shall be surfaced with noncombustible or flame resistive materials. Alternate surface materials may be approved subject to the approval of the fire chiefcode official and Bbuilding Oofficial. Except as otherwise provided herein, exterior walls shall extend to the ground.
d. Balconies., patio roofs, eaves and other similar overhangs shall be of noncombustible or flame resistive materials.
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e. Plastic webbing, split or whole bamboo, reed or straw-like materials, corrugated plastic or fiberglass materials, and similar flammable materials are not permitted for use on patio covers.
f. Vents for attics and underfloor areas shall be designed and located to minimize the likelihood of spreading of fire.
g. Chimneys shall be provided with approved spark arresters.

2. Adequate water supply and pressure for proposed development shall be required in compliance with fire department Standards.

3. The fire chiefcode official shall require brush, vegetation, or combustible debris to be removed and cleared within ten feet on each side of every roadway and access drive, and may enter upon private property to do so. This requirement shall not apply to single specimens of trees, ornamental shrubbery, or cultivated groundcover provided they do not form a means of readily transmitting fire.

4. If the fire chiefcode official determines in a specific case that difficult terrain, danger of erosionerosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, he or she may suspend enforcement thereof and require reasonable alternative measures designed to advance the purposes of this chapter.

5. Site design shall provide for all-weather equipment access to publicly maintained slope areas for maintenance and emergency purposes. Secondary access shall be provided, or an alternative method may be considered by the fire code official with evidence to ensure public safety.

6. Structures and facilities shall be restricted in geologically hazardous areas.

7. Special construction features shall be required in the design of structures where site investigations con-firmconfirm potential geologic hazards.

8. Development not on public sewers shall be permitted only after site specific investigations have been conducted that demonstrate the soils are suitable for on-site wastewater disposal and the disposal of wastewater will not degrade the subsurface water quality.

9. Due to the hazard associated with saturated soils in areas of steep slopesslopes, irrigation systems in critical areas that have the potential for failure in the judgement of the city engineerCity Engineer or their designee shall be required to be equipped with potentiometers to make sure that the systems will not operate when there is sufficient moisture in the soil.

16.24.070 Hillside Development Guidelines.

The hillside development guidelines are intended to illustrate and amplify the appropriate development concepts for designated hillside areashillside areas. The guidelines are not intended to be an exhaustive list of standards, but rather policy statements, to encourage development that is sensitive to the unique characteristics common to hillside properties. The guidelines allow for flexibility and they encourage creativity, especially where a specific plan is prepared. How-everHowever, the objective development standards provided in 124

Section 16.24.060 shall be considered as a "benchmark" against which hillside development proposals will be reviewed for compliance with the purposes of this chapter.

The guideline's purpose is to allow for innovative or alternate methods of design in hillside areashillside areas. Innovation is encouraged as long as the end result is one that respects the natural character of the hillside and is consistent with the purposes of this chapter and the goals, objectives and policies of the City’s Ggeneral Pplan .

Conformance with the guidelines willshall be incorporated in the preparation and approval of subdivisions and individual site developments. During the application review process, the cityCity will evaluate the consistency of the proposal with the purposes of this chapter. Prior to the start of the design effort, it is recommended that the project design team members read the City’s Ggeneral Pplan and become familiar with its policies.

A. Site Design.

1. Design of building sites shouldshall be sensitive to the natural terrain. Structures shouldshall be located in a way that minimizes gradinggrading and preserves natural features (e.g., prominent knolls, ridgelines, etc.)

2. Preserve views of significant visual features, as designated on the hillside overlay zone map, as seen from both within and outside a hillside development. When designing lots and plotting homes, the following provisions should be considered:
a. Dwellings should be oriented to allow view opportunities. even though views may be limited. Residential privacy should not be unreasonably sacrificed; and b. A significant public vista, skyline, open space corridor, or vertical open space corridor as seen from an interstate, an arterial, or a secondary street should be a major design element in the site planning process.

3. Where possible, graded areas should be designed with manufactured slopes located on the uphill side of structures.
125

FIGURE 16.24-6
EXHIBIT 2 - BUILDING PLACEMENT AT A SITE

4. To the extent possible,. the width of a building, measured in the direction of the slope, shouldshall be minimized in order to limit the amount of cutting and tilling and to better "fit" the house to the natural terrain. The degree of slope will dictate how this is accomplishedthe slope will dictate how this is accomplished and shall be demonstrated on the project plans (See Figure

16.24-6 Exhibit 3 – Building Placement at a Site.”
126

FIGURE 16.24-6
EXHIBIT 3 - BUILDING PLACEMENT AT A SITE

5. Clustering of development is encouraged. in hillside areas regardless of size. This is particularly important in environmentally sensitive areas in order to reduce the potential for tire hazard, erosion and excess runoff, and to preserve existing natural features and open space.

B. Driveways and Roadways.

1. Driveways that serve more than one parcel are encouraged as a method of reducing unnecessary grading grading, paving, and site disturbance. 127

FIGURE 16.24-7

ROADWAY PLACEMENT AT A SITE
C. Architecture.
128

1. The form, mass, and profile of the individual buildings and architectural features shouldshall be designed to blend with the natural terrain and preserve the character and profile of the natural slope. Techniques that should be consideredto accomplish this include:
a. Detaching the garage from the residence;
b. Integrating retaining walls into garage walls on sloping lots to reduce gradinggrading and minimize visibility of walls:; and
c. Including architectural enrichments and variations in roof massing. Roofs should have shall incorporate low profiles (for example 3:12 slope) to minimize their visual impact. On sloping land, the roof pitch shouldshall follow the slope of the hill-side hillside, instead of being perpendicular to the hillside or opposing hillside slope slope. Care should be taken to avoid the use of gabled ends on downhill elevations. Gable ends shall not be used on downhill elevations.

Upper stories shouldshall not be cantilevered out of the opposite direction of the hillside slope.

2. The design of the structure shouldshall give consideration to the lot's size and configuration in order to avoid the appearance of overbuildingbuilding scale and to minimize the blocking of views as demonstrated on the project plans. For example, within a development, the majority of the units should not be designed with minimum setback to minimum setback. See additional criteria as provided under Section 16.08.030 “Single-family Residential Design Standards and Design Features” and Section 16.08.040 “Multi-family Residential Design Standards”.

3. Large expanses of a single material on walls, roofs, or paving areas should be avoided.

Create interesting, small scale patterns by breaking up building mass, varying building materials, and through design and placement of windows and doors. Building plans and elevations should be varied throughout a development to avoid a monotonous "cookie-cutter" look.

D. Walls and Fences.

1. Walls and fences can be used to define a sense of place and create an attractive appearance. However, walls should not dominate a view, and their height should be limited adjacent to a street or trail or within a rear yard. Extensive landscaping should be used to reduce the visual impact of walls. In addition, street front walls should incorporate varying 129

design and natural materials. The use of open view fencing is encouraged, so long as adequate public safety and residential privacy are maintained.

12. When possible, walls and fences shouldshall be designed as an integral part of the building in order to minimize the visual impact on surrounding areas.

3. Visually obtrusive solid fencing should be avoided in highly visible areas (unless required for sound attenuation), with the preference being for open (wrought iron) fencing.

E. Landscaping.

1. Street trees shouldshall be provided in select areas to enhance the natural character of the areas and to create a more rural appearance. Street tree species selection, and spacing of trees, shouldshall be sensitive to the context in which they are planted. Species selection shouldshall be considered to minimize potential impacts to infrastructure also be respectful of potential impact on infra-structure improvements (i.e., root damage to streets, sidewalks, etc.).

2. SlopesSlopes shouldshall be designed with informal clusters of trees and shrubs to soften and vary the slope planes, consistent with landformlandform gradinggrading concepts. 130

FIGURE 16.24-8

BUILDING ENVELOPE ON SLOPE
F. Grading.

There are three distinct types of gradinggrading proposed in these guidelines, each with a unique quality, and each with an individual and appropriate application as determined by the City Engineer or designee. Larger sites will most likely incorporate all three concepts in various parts of the plan.
131

1. Minimal Grading. This is typically used for large lot single family homes, custom homes with variable foundations that conform to the existing slopesslopes, and other uses that utilize the least amount of gradinggrading in order to get the facility and structures built. This technique embraces the following concepts:
a. GradingGrading shouldshall be limited to individual flat graded pad areas for residential building sites. GradingGrading shouldshall be limited to only the required building areas and adjacent outdoor amenities in steep hillside areashillside areas; b. Foundation systems that require little or no gradinggrading are encouraged, forcing the architecture to con-formconform to the land rather than the land to conform to the dwelling:
c. Roadways, driveways, and individual building pads should be designed to conform with the contours and to attempt to daylight in the center of the road or building pad to ensure a minimum cut and fill situation; and
c. Cut and fill lines delineating the grading activity whereby cut areas adjoining next to fill areas shall be situated outside of areas where differential settlement is not desirable (e.g., roadways, building pads, driveways, etc.).
d. The balancing of gradinggrading is the concept to minimizes the amountvolume of cubic yards of earth excavated and filled.

2. Contour Grading. This concept results in post-development landforms that exhibit many of the characteristics present within natural landforms. ContourContour gradinggrading is typically used in situations where conventional, terraced, gradinggrading with benches and slopesslopes might be used but a "softened" gradinggrading look is desired. This would be desirable for areas that are limited in public view (i.e. concealed rear yards). Typically, contourcontour gradinggrading can reduce required cutcut and fillfill volumes as compared with traditional, terraced, gradinggrading. The design elements associated with this type of gradinggrading include: (See Figure 3-916.24-9 “Contour Grading”) a. The use of horizontal and vertical curve variations for slope banks creating a curvilinear pattern;
b. Post-development landforms that exhibit natural terrain characteristics (without the heavy modeling effects of landformlandform gradinggrading); c. A general rounding of slopesslopes at slopeslope intersections and transition zones with natural grade;
d. PadPad configurations that are curvilinear; and
e. SlopesSlopes that are designed with contourcontour gradinggrading techniques (e.g., the location of slopesslopes behind structure (not in side yards), slopesslopes in hidden locations, or slopesslopes less than ten feet in height).

FIGURE 3-9

CONTOUR GRADING
132

FIGURE 16.24-9

CONTOUR GRADING
FIGURE 3-10

LANDFORM GRADING
133

FIGURE 16.24-10

LANDFORM GRADING

3. Landform Grading. Graded slopesslopes in this category will replicate the irregular shapes of natural slopesslopes. LandformLandform gradinggrading techniques shouldshall be used whenever slopesslopes are created that will be open to public view. This is particularly true for slopes that exceed ten feet in height.

The intent of these gradinggrading guidelines, is to incorporate the basic principles of the landformlandform gradinggrading concept as the preferred method in the design and construction of hillside development projects. so that they w ill be in harmony with the natural topography and reflect natural plant distribution patterns. (See Figure 3-1016.24-10 “Landform Grading”)
134

LandformLandform gradinggrading techniques embraceshall incorporate the following concepts:
a. Land plans shouldshall flow with the natural topography rather than against it. This means that street pat-ternspatterns and building padpad configurations shall follow the underlying topographic features rather than cutting across them:
b. Landform graded slopes are characterized by continuous series of concave and convex forms interspersed with mounds that blend into profiles with varying slope gradients and with significant transition zones between man-made and natural slopes;; c. Pad configurations are irregular. Slope down-draindrainage devices either follow natural lines of the slopes or are tucked away in special Swale and berm combinations in order to conceal the drains from view. Exposed segments in visible areas are treated with natural rock for a more aesthetically pleasing appearance;
d. Theis technique shouldshall be used wherever possible to provide for a variety of both slope percentage, slope direction, and topographical detailing in a three-dimensional, undulating. pattern similar to existing terrain;: and
e. Manufactured cutcut and fillfill slopesslopes exceedingin excess of ten feet in height that will be either exposed to permanent public view or are adjacent to environmentally sensitive areas, shouldshall be designed with features characteristic ofof natural slopesslopes,. This design shall be implemented, where physically feasibleas determined by the City Engineer based on the project plans so that theirthe ultimate appearance will resemble a natural slope.

This will includeis applicable to, but not limited to, slopesslopes along streets, and highways, adjacent to parks, schools, open spaces,. other public facilities, and other prominent and visible slopesslopes.

4. The following basic gradinggrading guidelines and techniques serve to implement preferred landformlandform grading techniques and help avoid unnecessary cutcut and fillfill:
a. CutsCuts. When convex shaped natural features. (e.g., protruding minor landforms) are cutcut, the residual landform shouldshall be in a form to maintain positive drainage and resemble the original slope. not be a flat slope face, but rather should be restored to resemble the original. This will require more than just rounding at the edges but, in effect, reconfiguring it so the final result will give the appearance of a protruding ridgeline. b. Use of variable slope ratiosslope ratios. Because Landform grading designs require the use of variable slope ratios at greater than 2:1 and may create valleys or concave indentations on building pad areas, they may result in loss of usable area. In addition, engineering and construction costs may increase. Be-cause of this, segments of a cut or fill slope may be designed with variable slope ratios less than 2:1, but not less than 1.5: I within the following guidelines and subject to third party review at the applicant's expense: Because landform grading designs require the use of variable slope ratios, this may result in loss of usable area near building pads. Therefore, only cut slopes may be steeper than 2:1, but not steeper than 1.5:1 and shall meet the following guidelines:
1) A geotechnical engineer shall certify that slopesslopes will meet standard stability requirements;
135

2) A licensed landscape architect shall certify the plantability of the slopes, with an emphasis on the slopes steeper than 2:1: and
32) The overall ratio from top to toe will be 2:1 or flatter; and 43) Ratios flatter than 2:1 will also be used in the slope design. c. GradingGrading operations should be plannedshall occur to avoid the rainy season, October fifteenth (15th) to April fifteenth (I 5th15th). GradingGrading permits shall only be issued when a plan for erosion controlerosion and silt retentionsediment control has been approved by the cityCity without regard to time of year. Additionally, those projects also requiring a Storm Water Pollution Prevention Plan (SWPPP) shall obtain approval of the SWPPP prior to any grading permit issuance.
d. A rRounded and smooth transitions should be madeshall occur where when the planes of man-made and natural slopesslopes intersect. Where cutcut or fillfill conditions are created, slopesslopes shouldshall be varied. rather than left at a constant angle or create an unnatural, rigid, `'engineered" appearance. The angle of a graded slopeslope shouldshall be gradually adjusted to the angle of the natural terrain. e. Manufactured slopesslopes adjacent to roadways shall be consistent with the landformlandform gradinggrading and revegetation techniques., where physically feasible to create visually interesting and pleasing streetscapes. The higher the slope becomes, the more important the modeling effect of landform grading becomes. f. Top of slope berms shall be used to eliminate the possibility of drainage sheet flow over the slope that would potentially cause an unstable condition. Tops of slopes should be rounded in conformance with landform grading techniques, or increased in size to reduce the visual impact of the back of a home.
f. Slopes shall implement drainage measures as detailed within Sub-article 11 of the City of Murrieta Grading Manual.

G.G. Drainage.

1. Natural drainage courses shouldshall be preserved and enhanced to the extent possiblemaximum extent per the associated National Pollution Discharge Elimination System (NPDES) permit associated with the subject site. Rather than filling them in, drainage features should be incorporated as an integral part of the project design in order to enhance the overall quality and aesthetics of a site, to provide attractive open space vistas, and to preserve the natural character of the site. Encourage the use of natural drainage courses as natural boundaries between neighborhoods.

2. Storm drainage runoff resulting from project development should be minimized. Where possible, flood control plans for storm waters should encourage the detention of water for percolation in to the ground-water to conserve it for future uses and to mitigate downstream flooding.The NPDES Permit also requires a project’s stormwater runoff to be retained onsite through filtration to the maximum extent per State law. Runoff not retained onsite shall be conveyed offsite per City standards, codes, and policies. 136

16.24.080 Exceptions.

A. No Grading Permit Required. A grading permit is not required if the project meets the criteria as provided under Section 15.52.040 (Permit Exceptions). Additionally, flatwork, pools, or spas, which results in the disturbance of 50 cubic yards or less, does not require a grading permit. For the purpose of this section, flatwork is hardscaping (such as concrete or pavers) for patios, walkways, etc. All other activities resulting in the disturbance of 50 cubic yards or less (excluding those areas that are identified within Section 16.24.060(G) (Grading)), shall require the applicant to provide a statement to that effect, which shall be filed with the City Engineer including the following information: parcel boundaries, pad elevations, on or off-site existing grade elevations, vehicular access to and from the project site with both private and public roadways, existing utilities, and, if applicable, septic system location(s). The plan may be prepared on a topographic map drawn at a scale as large as one (1) inch to one-hundred (100) feet subject to the satisfaction of City Engineer.

B. Residential Accessory Structures and Accessory Dwelling Units. This Chapter shall not apply to the development of residential accessory structures and accessory dwelling units on parcels with existing development approvals when the new construction:

1. Requires the removal of no more than 50 cubic yards of soil;

2. Does not require the use of a retaining wall;

3. Meets the criteria as described within Section 16.44.150 (Residential Accessory Uses and Structures) and Section 16.44.160 (Accessory Dwelling Units); and,

4. Satisfies the criteria as identified within Section 16.24.060(G). 137

16.24.090 (Reserved).

Reserved for future updates
138

16.24.100 Hillside Overlay Map.

A. Refer to the City’s online Geographic Information System (GIS) as an additional mapping resource for project review.
139

Section 16.28.080 (Landscaping Standards) is hereby amended in its entirety to read as follows:
“16.28.080 Landscape Standards.

Landscape areas and materials shall be designed, installed, and maintained in compliance with the following:

A. General Design Standards. The following features shall be incorporated into the design of the proposed landscape and shown on required landscape plans:

1. Landscaping shall be planned as an integral part of the overall project design and not simply located in excess space after parking areas and structures have been planned;

2. Pedestrian access to sidewalks and structures shall be considered in the design of all landscaped areas;

3. Landscape planting shall be provided for all adjacent public rights-of-way, in compliance with Chapter 16.108 (Improvements);

4. With the exception of single-family residential units, landscape adjacent to driveways and parking areas shall be protected from vehicle damage through the provision of minimum six (6) inch high concrete curbs or other types of barriers as approved by the director;

5. Landscaped areas shall not be less than five (5) feet in width, except where determined by the director;

6. Concrete strips, a minimum of four (4) inches in width, shall be provided to separate all turf areas from other landscaped areas, except for single-family residential landscape projects;

7. Permeable surfaces shall be used wherever permissible in place of impervious paving, to encourage on-site water infiltration and support water conservation measures. Permeable surfaces shall be identified on plans; and

8. Protective tree grates shall be provided for trees planted in pedestrian areas, except for single-family residential landscape projects and as determined by the director.

B. Plant Materials. Plant materials shall be selected and installed to comply with the following requirements:

1. A mix of plant materials shall be provided in compliance with the following table (Table 3- 516.28-2). Calculations documenting the required mix shall be shown on the landscape plan; Table 3-5TABLE 16.28-2

MINIMUM REQUIRED MIX OF PLANT MATERIALS
Plant Material Minimum Required Percentage
Trees
Twenty-four (24) inch box 35%*
Fifteen- (15) -gallon 65%
Shrubs
Five- (5-) gallon 70%
140

One- (1-) gallon (herbaceous only) with city
approval
30%
Groundcover
Coverage within two (2) years 100%
A greater percentage of specimen trees may be utilized with a corresponding reduction in the number of fifteen- (15-) gallon trees subject to the review of the director.

2. Trees for shade shall be provided for buildings/structures, as well as for parking lots and open space areas. These trees can be deciduous or evergreen and are to be incorporated to provide natural cooling opportunities for the purpose of energy and water conservation;

3. Trees shall be planted in areas of public view adjacent to and along structures, at an equivalent of at least one (1) tree per thirty (30) linear feet of structure. Other areas shall provide trees at a ratio of one (1) tree for each three hundred (300) square feet of landscaped area. The clustering of trees is encouraged;

4. Mature specimen trees in thirty-six (36) inch and forty-eight (48) inch boxes shall be provided for large projects in sufficient quantity subject to the approval of the Director, to provide variety and emphasis at main focal areas;

5. All trees shall be staked or guyed (on a case-by-case basis) subject to the review of the director and in compliance with city standards;

6. Trees and shrubs shall be planted so that at maturity they do not interfere with service lines and traffic safety sight areas;

7. Trees and shrubs shall be planted and maintained in a manner that protects the basic rights of adjacent property owners, particularly the right to solar access;

8. Trees planted near public sidewalks or curbs shall be of a species and installed in a manner that prevents physical damage to sidewalks, curbs, gutters and other public improvements; and

9. Groundcover shall be of live plant material. Limited quantities of gravel, colored rock, bark, and similar materials may be used in combination with a living groundcover.” 141
1 Tracy, Christopher
From: Tracy, Christopher
Sent: Tuesday, August 15, 2023 4:11 PM
To: McDonald, Cristal; Ramirez, Kimberly; Garcia, Sylvia Cc: Chantarangsu, David; Stiehl, Carl
Subject: FW: Hillside Ord - Please Distribute for Council Workshop Attachments: Ltr to Council Hillside Grading Ord.pdf
Hi Cristal,
Please ensure that this is distributed to the Council for the workshop:

Thank you,
Chris Tracy, AICP

SENIOR PLANNER

DEVELOPMENT SERVICES DEPARTMENT

CITY OF MURRIETA
O: (951) 461-6046
[email protected]
1 Town Square | Murrieta, CA 92562
www.MurrietaCA.gov | Connect with us
From: A Long <[email protected]>
Date: August 15, 2023 at 8:29:00 AM PDT
To: "Warren, Cindy" <[email protected]>
Subject: Hillside Ord

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Please see my attached letter regarding the workshop on the Hillside Grading Ordinance.

Also, I appreciate staff's effort on retaining walls, but this is a good example of "throwing the baby out with the bath water." While there are examples of tall retaining walls that are an eyesore. There are more examples of tall retaining walls that work well, but you can't see. This is my point. What difference does it make if a retaining wall is 5' or 50' if you can't see it??? I can think of several commercial site that would not be able to build unless the built a very tall retaining wall that can't bee seen. Also, if fire codes keep widening road standard, there may be many rural residential homeowners needing to widen their driveways with retaining if they propose to build accessory structures like a bar,
142
2 Please keep in mind, this ordinance and direction being sought is not mandated by the region, state, or federal agencies. It is one of the few items you can exercise local control over. Please consider those residents you are placing this map upon.

Respectfully,
Alan
143
Honorable Mayor, Mayor Pro-Tem, and Council members,
I am writing you out of grave concern, due to the damage that the proposed Hillside grading ordinance will cause my family, business, and neighbors.

The current Hillside Ordinance is to be applied citywide as written and originally adopted in 1998. Admittedly, the city has not been consistent when and where they enforce this ordinance. Development has been approved within and outside of the proposed Hillside Overlay Map (HOM), Prominent Ridgeline Map (PRM) and current unofficial map the city periodically uses to enforce the Hillside Ordinance. Also, it’s worthy to mention, the city claims it was not the intent for the policy to be enforced citywide, yet it is written as such.

While I cannot opine on what everyone’s past intent was/is, I can tell you the General Plans (GP) mentions viewshed and views from the major freeways of the “NATURAL SETTING.” While I agree with staff, the GP lacks detail and is vague. However, it clearly places value on the “views from major freeways” for “people passing through the area” on major freeways. The GP also mentions “the Valley Floor” to be a protected viewshed, but that’s another confusing topic. In either case, the views from the I15 & 1215 freeways have changed since 1998. Frankly, you only get peekaboo view of our hills due to all the development that has occured. The better question is to be asking is, with all the development along the I15 and I215, does this section GP and Hillside ordinance still make since?
The vagueness and ambiguity of this topic should not be a surprise, but the recommendations being made should be. In July 2019, I had several conversations and emails with the Murrieta Planning Director regarding the wording in the Conservation section of our GP and Hillside Grading Ordinance. Specifically, I informed staff that the vagueness and wording would cause confusion for future staff and governing bodies. I suggested that, since the GP was being opened, this language be cleared up. After staff reviewed the language, I was assured that development could occur on my property and the current CUP and past Tentative Tract Map (TTM) approval set the precedence.

Well, here we are fighting again.

BACKGROUND: On January 6, 2005, an application was filed by DFC Family Limited Partnership for a tentative tract map, for property located west of the intersection of Los Alamos and Mason Roads on the southernmost hill of what is known as the Hogbacks, to allow for a fifteen (lot) residential subdivision of 37.86 acres (38 acres). Several workshops and discussions were scheduled regarding the Hillside Grading Ordinance and potential development. On July 26, 2006, the Planning Commission met in a study session workshop to consider the DFC Family Limited Partnership for a tentative tract map and one other property owner proposing to develop on the Hogbacks in the Los Alamos District. Neighboring residents near the project overwhelmingly spoke in favor of the project. Feedback was requested from the Commissioners at the workshop on “the feasibility” of the project. It was the Commission’s consensus that “a subdivision on the 144
Hogbacks in the Los Alamos District will be possible. The project and CEQA documents were later approved.

Since this time, I purchased the above-mentioned property and applied for a CUP. Again, the CEQA documents and CUP were approved. We have made significant investment in time and funding to get through the CUP process on properties that have been significantly developed and are NOT in their natural setting. This can be said about my adjacent neighbors at the bottom of slope (42 Lots).

In fact, the property I own had a slope analysis done for the approved TTM. Most of my property is less than 25%, yet is identified in both the HOM and PRM. The areas that are greater than 25% has been placed into conservation through the CUP process.

Also, I do not support using the “Technology” available to the city to determine whether a parcel should be in a definitive map. This “Technology” has already proven not to be reliable as there are several lots identified on the HOM that are completely flat.

As you know, the same areas identified in the HOM and PRM are within the Multi Species Habitat Conservation Plan, another layer of conservation requirments. The MSHCP has been the primary vehicle used to gain most conservation land in Murrieta. Most of the land identified in the PRM has already been placed into conservation and the remaining land already developed. In essence, the MSHCP accomplished more than what was identified in the conservation section of the GP. The developed parcels identified on the newly proposed HOM and PRM should not be singled, preventing them the use their property like the rest of the city.

To summarize, most of my property is not more than 25% slope, the areas that are greater than 25% has already been conserved, the previous staff and governing body aproned TTM, there is a current CUP for commercial business, and land has been every portion of land that remains has been disturbed by way of grading, imported dirt and/or structures and is NOT in its “natural setting.” For these reasons, and many others, I am asking to be removed from the Hillside Overlay map and Prominent Ridgeline Map.

The following picture is my property. We have 9 lots, an underlying tract map of 15 lots, 6 SFD units, multiple accessory structures, water tanks, and an active commercial business. Every square foot of the parcels on top of this hill has been developed by grading, trenching, importing fill dirt, and/or built upon. Additionally, many of the adjacent parcels (42 lots) can say the same, some having little to no slope. See picture below with yellow stars indicating homes mid-slope.
145
Also, the growth around the city has blocked the viewshed of these areas and now only offers a “peekaboo” view from few areas. Many of these areas have approved development projects that will continue to block the view. See following pictures:
146
147
148
149
Yellow stars indicate homes
Yellow stars indicate homes
150
151
The following pictures are some of the development and homes that cannot be seen from most viewsheds
152
153
154
Again, every square foot or our property has been graded, trenched, built on and/or had imported fill dirt. Clearly, our properties are NOT in the natural ridgeline state. Placing us in these HOM and/or PRM, restricting our use of land that has already been developed will cause us hardship and will significantly impact our business and family that has been here for 5 generations.

There are several ridgelines that are still in their natural state. However, as development continues the viewshed will continue to dwindle. Nevertheless, if the city council continues to support a PRM. I suggest preserving undeveloped ridgelines that are in their natural state as stated in the General Plan. See below picture:

The Center Hogback is the tallest and largest Hogback and the ridgeline is in its natural state.

This Ordinance is not being mandated from the region, state, and/or federal government. On the contrary, it is a local decision, one of the few you get to make these days.

We ask that you reconsider our property and remove it from the HOM, PRM or any other map that would cause us restrictions the rest of the city is free from, and instead focus on preserving undeveloped ridgelines that are in their natural state, such as the below picture:
155
Respectfully.

Alan Long
Resident
Heritage Hill, Owner
156

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Agenda Item No. 2.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Cristal McDonald, City Clerk
PREPARED BY: Kimberly Ramirez, Deputy City Clerk
SUBJECT:

Minutes

RECOMMENDATION
Approve the minutes of the June 3, 2025, Regular City Council meeting.

ATTACHMENTS

1. June 3, 2025 Meeting Minutes
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Meeting Minutes
City Council June 3, 2025

CITY OF MURRIETA Tuesday, June 3, 2025
Council Chambers 2:30 PM WORKSHOP
1 Town Square 4:45 PM CLOSED SESSION
Murrieta, CA 92562 6:00 PM REGULAR MEETING

MINUTES
The City of Murrieta intends to comply with the Americans with Disabilities Act (ADA). Persons with special needs should call the City Clerk Department at (951) 461-6031 or email at [email protected] at least 72 hours in advance. Any writings or documents provided to a majority of the City Council regarding any item on this agenda will be made available for public inspection at the public counter at City Hall located at 1 Town Square, Murrieta, CA during normal business hours.

Any presentation requiring the use of the City of Murrieta’s equipment must be submitted to the City Clerk’s department 72 hours prior to the scheduled City Council meeting at City Hall located at 1 Town Square, Murrieta, CA; via email at [email protected] or call (951) 461-6031. Any writings or documents provided to a majority of the City Council regarding any item on this agenda will be made available for public inspection at the public counter at City Hall located at 1 Town Square, Murrieta, CA during normal business hours.

Cindy Warren
Mayor
Jon Levell Lisa DeForest
Mayor Pro Tem Council Member
Lori Stone Ron Holliday
Council Member Council Member
Justin Clifton, City Manager
Tiffany Israel, City Attorney
Cristal McDonald, City Clerk

MURRIETA CITY COUNCIL (CC)

MURRIETA COMMUNITY SERVICES DISTRICT (CSD)

MURRIETA FIRE DISTRICT (FD)

MURRIETA LIBRARY BOARD (LB)

MURRIETA REDEVELOPMENT SUCCESSOR AGENCY (RSA)

MURRIETA HOUSING AUTHORITY (HA)

MURRIETA FINANCING AUTHORITY (FA)
YOU MAY VIEW THE MEETING LIVESTREAMED VIA THE CITY’S WEBSITE AT https://murrieta.legistar.com/Calendar.aspx
2:30 PM WORKSHOP
CALL TO ORDER 2:31 p.m.

ROLL CALL

Present: Council Member Lisa DeForest
Council Member Lori Stone
Council Member Ron Holliday
Mayor Pro Tem Jon Levell
Mayor Cindy Warren

Absent: None
163
Meeting Minutes
City Council June 3, 2025

WS1. Parks and Recreation Master Plan and Newly Developed Trails Master Plan Workshop Staff report and PowerPoint presentation provided by Community Services Director Brian Ambrose, Parks and Recreation Manager Lea Kolek, and RJM Design Group Consultant Zach Mueting.

The following topics were discussed:
• Methodology of the study;
• Staff outreach;
• Demographics of the study;
• Budget constraints;
• Equestrian Center;
• Danger of motor trails; and
• Partnership with neighboring cities.

Public Comments:

Kamber Rutz: Noted that equine facilities and equine trails were not addressed.

Lea Kolek stated that those topics would be addressed in the Trails Master Plan presentation.

Cathy Bearse: Noted that there are low-income residents who cannot attend City programs.

Connie McConnell: Stated that there is no mention of equestrian aspects in the survey, and the importance of the equine history being preserved.

In addition noted there was no mention of the trails connecting each side of the city.

Lea Kolek stated that the proposed trail master plan includes an under-freeway crossing connecting the east side of the city to the west side.

Kamber Rutz: Stated that an equine trail system can be established along Murrieta Creek, and the equestrian center can serve as a staging area for the horses.

Lea Kolek stated that staff are proposing to connect each of the trails and identify trailheads where equestrians can trailer their horses and utilize the trails. The trails are intended for multiple types of users.

Action: After discussion, staff was directed by consensus to bring back a short, mid, and long-term list of priorities based on funding availability. 164
Meeting Minutes
City Council June 3, 2025

RECESS 4:34 p.m.
4:45 PM CLOSED SESSION
CALL TO ORDER 4:47 p.m.

ROLL CALL

Present: Council Member Lisa DeForest
Council Member Lori Stone
Council Member Ron Holliday
Mayor Pro Tem Jon Levell
Mayor Cindy Warren

Absent: None
PUBLIC COMMENTS - CLOSED SESSION ITEMS ONLY None

ANNOUNCEMENT OF CLOSED SESSION ITEMS
City Clerk Cristal McDonald announced the following Closed Session items:

CLOSED SESSION
CS1. Property Negotiations
The City Council will conduct a closed session, pursuant to Government Code section 54956.8, to enable the City Council to consider negotiations and to give direction to its negotiators regarding that certain real property, at the intersection of Kalmia and Jefferson, APN 906-080-041, 906-080-042, and 906-080-033 with Bold Communities and Fidelis Advisors. The City’s real property negotiators, the City Manager, Assistant City Managers, Development Services Director, Economic Development Director, and City Attorney, will seek direction from the City Council regarding the price and terms for this property.

CS2. Conference with Labor Negotiators
The City Council will conduct a closed session, pursuant to Government Code section 54957.6, with the City Manager, Assistant City Manager, the City Attorney, and the City's Negotiators, regarding labor negotiations with the Murrieta Police Officers Association.

CS3. Conference with Legal Counsel - Anticipated Litigation The City Council will conduct a closed session, pursuant to Government Code Section 54956.9(d)(2), because there is significant exposure to litigation for two cases.

RECESS TO CLOSED SESSION 4:48 p.m.
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6:00 PM REGULAR MEETING
CALL TO ORDER 6:04 p.m.

ANNOUNCEMENT OF CLOSED SESSION ACTION
City Attorney Tiffany Israel reported the following Closed Session Action: No reportable action for Closed Session Item Nos. CS1 – CS3.

ROLL CALL

Present: Council Member Lisa DeForest
Council Member Lori Stone
Council Member Ron Holliday
Mayor Pro Tem Jon Levell
Mayor Cindy Warren

Absent: None
PLEDGE OF ALLEGIANCE Public Works Director Bob Moehling INVOCATION Pastor John Hansen, Centerpoint Church

PRESENTATIONS
Proclamation: Public Works Week
Presentation: Champion for Murrieta – Adam Bouvet

APPROVAL OF AGENDA
Action: It was moved by Council Member DeForest, seconded by Mayor Pro Tem Levell to approve the Agenda for June 3, 2025.

The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None

CITY MANAGER - ADMINISTRATIVE UPDATE
Government Finance Officer Association Award: Finance Director Javier Carcamo

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GOVERNING BODY COMMISSION/COMMITTEE/BOARD REPORTS/ANNOUNCEMENTS Council Member DeForest: Provided Announcements to be made part of the City’s record.

Council Member Stone: Provided attendance/reported the following:
• Southwest Riverside County Elected Leaders Collaborative • Western Riverside Council of Governments (WRCOG)
Provided Announcements to be made part of the City’s record.

Council Member Holliday: Provided verbal Announcements.

Mayor Pro Tem Levell: Provided verbal Announcements.

Mayor Warren: Provided attendance/reported the following:
• Riverside County Transportation Commission (RCTC)
• Southwest Riverside County Elected Leaders Collaborative • Riverside Transit Agency (RTA)
Provided Announcements to be made part of the City’s record.

PUBLIC COMMENTS (NON-AGENDA)
Rosie Brady: Extended an invitation to the NAACP Branch 1034’s Juneteenth Celebration. Provided a handout after speaking.

Anthony Noriega: Expressed support of the NAACP Branch 1034’s Juneteenth Celebration and encouraged participation. Provided a handout after speaking.

Jordyn Chenel: As part of a school assignment, spoke on concerns regarding the City’s population growth and its effect on schools.

CONSENT CALENDAR - APPROVAL OF ITEMS 1 – 15
Action: It was moved by Council Member DeForest, seconded by Council Member Holliday to approve Consent Calendar Item Nos. 1-15.

Council Member DeForest recused herself from Item No. 15 due to owning property within 500 - 1,000 feet of the project.

Council Member Stone recused herself from Item No. 7’s specific project sites Calle Estancia Park, Pioneer Park, Murrieta Equestrian Park, Rancho Acacia Trail, and Eastgate Park, due to owning property within 1,000 feet of the projects.
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The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None

1. Waive Reading of All Ordinance Adoptions on the Agenda and Read by Title Only Recommended Action:

Waive reading, by title only, of all Ordinances and Resolutions. Said Ordinances and Resolutions which appear on the public agenda shall be determined to have been read by title and further reading waived.

2. Minutes
Recommended Action:

Approve the minutes of the May 6, 2025, Regular City Council Meeting.

3. Monthly Investment Transaction Report for March 2025 Recommended Action:

Receive and file the Monthly Investment Transaction Report for March 2025.

4. Murrieta Firefighters Association Successor Memorandum of Understanding for the Period July 1, 2023, through June 30, 2026
Recommended Action:

Adopt Resolution No. 25-4833, entitled: A Resolution of the City Council of the City of Murrieta, California, Approving, Adopting and Implementing a Successor Memorandum of Understanding between the City of Murrieta and the Murrieta Firefighters Association for the Period July 1, 2023, through June 30, 2026.

5. Award Contract to American Security Group for Alderwood Community Center Technology Retrofit
Recommended Action:

Approve a Public Works Contract for Alderwood Clubhouse Technology Retrofit between the City of Murrieta and Amergroup Inc. dba American Security Group, in an amount not to exceed $232,042.60;
Approve the exception to bidding requirement in accordance with Municipal Code Section

3.08.380(i); and
Authorize the City Manager to execute all agreements.
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6. Award Contract for Homeless Consulting and Facilitator Services Recommended Action:

Approve a two year agreement with Homelessness Systems, Education, Design & Integration to provide homeless consulting and facilitator services in the amount not-to-exceed $150,640; and Authorize the City Manager to execute all agreements.

7. Parks and Recreation Master Plan Update and Trails Master Plan Recommended Action:

Acting as the City Council, adopt the amendments to the General Plan based on the Parks and Recreation Master Plan update; approve the Parks and Recreation Master Plan update, finding it consistent with the General Plan;
Acting as the City Council, approve the First Amendment to the agreement with RJM Design Group, Inc., for additional services totaling $30,875 for the Park & Recreation Master Plan and Trails Master Plan for a total contract amount not to exceed $509,840, in a form approved by the City Attorney;
Amend the Fiscal Year 2024/25 Capital Improvement Plan Budget to establish an additional appropriation of $11,500 from General Fund Capital (Fund 112) to the Parks and Recreation Master Plan Update CIP No. 22028;
Acting as the Board of Directors for the Community Services District, adopt the Parks and Recreation Master Plan update as the official guiding document for parks and recreation services, and approve the final version of the Parks and Recreation Master Plan update for implementation;
Acting as the City Council, adopt the amendments to the General Plan based on the Trails Master Plan; approve the Trails Master Plan, finding it consistent with the General Plan; and Acting as the Board of Directors for the Community Services District, adopt the Trails Master Plan as the official guiding document for trail services and improvements, and approve the final version of the Trails Master Plan for implementation.

8. Rescind Resolution No. 08-1916 and Change the Uncollectible Receivable Policy to an Administrative Policy
Recommended Action:

Adopt Resolution No. 25-4834, A Resolution of the City Council of the City of Murrieta, California, Rescinding Resolution No. 08-1916 and Change the Uncollectible Account Receivable City Council Policy to an Administrative Policy. 169
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9. Adoption of Ordinance No. 619-25 Updating the City’s Fire Hazard Severity Zone Map Recommended Action:

Conduct the second reading to adopt Ordinance No. 619-25 entitled: An Ordinance of the City Council of the City of Murrieta, California, Adopting A New Map with Updated Fire Hazard Severity Zones As Recommended by the California Department of Forestry and Fire Protection.

10. Second Reading of Ordinance No. 618-25, Amending Title 5 of the Murrieta Municipal Code relating to the Business Licenses
Recommended Action:

Conduct the second reading and adopt Ordinance No. 618-25 entitled: An Ordinance of the City Council of the City of Murrieta, California, amending Title 5 of the Murrieta Municipal Code relating to the Business Licenses.

11. Second Reading of Community Facilities District Ordinance No. 614-25 (CFD No. 2025- 1) of the City of Murrieta
Recommended Action:

Conduct the second reading of Ordinance No. 614-25 entitled: An Ordinance of the City Council of the City of Murrieta, California, Acting in its Capacity as the Legislative Body of Community Facilities District No. 2025-1 (Safety Services) of the City of Murrieta Authorizing the Levy of Special Taxes.

12. Second Reading of Community Facilities District Ordinance No. 615-25 (CFD No. 2025- 2) of the City of Murrieta
Recommended Action:

Conduct the second reading of Ordinance No. 615-25, entitled: An Ordinance of the City Council of the City of Murrieta, California, Acting in its Capacity as the Legislative Body of Community Facilities District No. 2025-2 (Maintenance Services) of the City of Murrieta Authorizing the Levy of Special Taxes.

13. Second Reading of Community Facilities District Ordinance No. 616-25 (CFD No. 2025- 3) of the City of Murrieta
Recommended Action:

Conduct a second reading of Ordinance No. 616-25, entitled: An Ordinance of the City Council of the City of Murrieta, California, Acting in its Capacity as the Legislative Body of Community Facilities District No. 2025-3 (Discovery Village) of the City of Murrieta Authorizing the Levy of Special Taxes.
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14. Notice of Completion of Murrieta Hot Springs Road Pavement Rehabilitation Project Recommended Action:

Accept the improvements for the Murrieta Hot Springs Road Pavement Rehabilitation Project, Capital Improvement Plan (CIP) No. 13047, as complete;
Direct the City Clerk to record a Notice of Completion; and Release bonds in accordance with State law and City ordinances.

15. Local Street Projects for the Road Repair and Accountability Act of 2017 Recommended Action:

Adopt Resolution No. 25-4835, entitled: A Resolution of the City Council of the City of Murrieta, California, Approving the Fiscal Year 2025/26 Project List for the Use of Funds Provided by the Road Repair and Accountability Act of 2017 to the California Transportation Commission.

PULLED CONSENT CALENDAR ITEMS None

PUBLIC HEARINGS

16. Public Hearing Continuance: Development Impact Fee Reduction for Certain Commercial Lodging Land Uses
Staff report provided by Economic Development Director Scott Agajanian.

The public hearing was opened at 6:49 p.m.

Public Testimony: None
The public hearing was closed at 6:49 p.m.

Action: It was moved by Council Member Holliday, seconded by Council Member DeForest to continue the public hearing of the Development Impact Fee Reduction for Certain Commercial Lodging Land Uses to a date certain of July 15, 2025.

The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None
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17. Consideration of the Fiscal Year 2025/26 Capital Improvement Plan Budget and Approve the Capital Improvement Plan for Fiscal Years 2025/26 to 2029/30 Council Member DeForest recused herself from Project Numbers 8095 and 8345 due to owning property within 500 feet of the projects.

Council Member Stone recused herself from Project Numbers 8094 and 22030 due to owning property within 1,000 feet of the projects.

Council Member Holliday recused himself from Project Numbers 11000, 21029, 8195, 22039, 22041, and 22037 due to owning property within 500 feet of the projects.

Mayor Pro Tem Levell recused himself from Project Numbers 8345 and 21029 due to owning property within 500 feet of the projects.

Staff report and PowerPoint presentation provided by Finance Manager Jennifer Terry, Financial Analyst Roland Mendoza, Municipal Services Director Brian Crawford, and City Engineer Jeff Hitch.

The following topics were discussed:
• New projects;
• Changes to existing projects;
• Substantially completed projects;
• Funding sources; and
• Regionally significant projects.

The public hearing was opened at 7:20 p.m.

Public Testimony: None
The public hearing was closed at 7:20 p.m.

Action: After discussion, it was moved by Council Member DeForest, seconded by Mayor Pro Tem Levell to conduct the public hearing and approve the Capital Improvement Plan for Fiscal Years 2025/26 to 2029/30.

The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None
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DISCUSSION

18. Reestablish the Town Square Park Amphitheater Subcommittee to include the Signature Events Policy
Staff report and PowerPoint presentation provided by Assistant City Manager Kristen Crane and Community Services Director Brian Ambrose.

Public Comments: None
Action: After discussion, it was moved by Council Member DeForest, seconded by Council Member Holliday to reestablish and rename by minute order the Town Square Park Amphitheater Ad-Hoc Subcommittee to expand the focus of the Subcommittee to include the Signature Events policy and fee schedule for the Town Square Amphitheater and Park; and reappoint Mayor Warren and Council Member Holliday to serve on the Subcommittee.

The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None

19. Adoption of the Fiscal Year 2025/26 and 2026/27 Operating Budgets Staff report and PowerPoint presentation provided by Finance Director Javier Carcamo, Finance Manager Jennifer Terry, and Financial Analyst Tanner Benson.

Public Comments: None
Action: After discussion, it was moved by Council Member DeForest, seconded by Council Member Holliday to adopt Joint Resolution No. 25-4837, MLB 25-201; CSD 25-285; RSA 25-35; MHA 25-45 entitled: A Joint Resolution of the City Council of the City of Murrieta, and the Boards of Directors of the Murrieta Library District, Murrieta Community Services District, the Successor Agency to the Murrieta Redevelopment Agency, and Murrieta Housing Authority, approving the Operating Budget for Fiscal Years 2025/26 and 2026/27, Authorizing Unassigned Fund Balances to be Set Aside in Various Operating and Sustainability Reserves, Approve the use of Previously Set Aside Sustainability Reserves and Authorize the Transfer of Those Funds; Approve the Preliminary Operating Budget for Fiscal Years 2025/26 and 2026/27 for the Murrieta Fire District and set June 17, 2025, as the date of the Public Hearing for the final adoption; and
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Approve the Schedule of Authorized Positions.

The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None

20. Community Facilities District No. 2025-S (Safety Services) of the City of Murrieta Staff report and PowerPoint presentation provided by Finance Director Javier Carcamo, Development Services Director David Chantarangsu, Special Tax Consultant – Spicer Consulting Shane Spicer, and Bond Council – Stradling Yocca Carlson & Rauth LLP Nick Yeager.

Public Comments: None
Action: After discussion, it was moved by Council Member Holliday, seconded by Council Member DeForest to adopt Resolution No. 25-4838 entitled: A Resolution of the City Council of the City of Murrieta, Declaring its intention to Establish Community Facilities District No. 2025-S (Safety Services) of the City of Murrieta, to Authorize the Levy of a Special Tax on Property Within the District to Pay the Costs of Providing Public Safety Services.

The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None

21. Intent to Form Community Facilities District No. 2025-4 (Rustic Meadows) of the City of Murrieta and Incur Bonded Indebtedness
Staff report and PowerPoint presentation provided by Finance Director Javier Carcamo, Development Services Director David Chantarangsu, Special Tax Consultant – Spicer Consulting Shane Spicer, and Bond Council – Stradling Yocca Carlson & Rauth LLP Nick Yeager.

Public Comments: None
Action: After discussion, it was moved by Council Member Holliday, seconded by Mayor Pro Tem Levell to adopt Resolution No. 25-4839 entitled: Resolution of Intention of the City Council of the City of Murrieta, to Established Community Facilities District No. 2025-4 (Rustic Meadows) of the City of Murrieta, to Authorize the Levy of a Special Tax to Pay the Costs of Acquiring or Constructing Certain Facilities, and to Pay Debt Service on Bonded 174
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Indebtedness; and
Adopt Resolution No. 25-4840 entitled: Resolution of Intention of the City Council of the City of Murrieta, to Incur Bonded Indebtedness in an Amount Not to Exceed $5,000,000 within Proposed Community Facilities District No. 2025-4 (Rustic Meadows) of the City of Murrieta.

The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None

22. Annexations No. 1 and No. 2 to Community Facilities District No. 2025-2 (Maintenance Services) of the City of Murrieta
Staff report and PowerPoint presentation provided by Finance Director Javier Carcamo, Development Services Director David Chantarangsu, Special Tax Consultant – Spicer Consulting Shane Spicer, and Bond Council – Stradling Yocca Carlson & Rauth LLP Nick Yeager.

Public Comments: None
Action: After discussion, it was moved by Council Member DeForest, seconded by Mayor Pro Tem Levell to adopt Resolution No. 25-4841 entitled: A Resolution of the City Council of the City of Murrieta, Acting as the Legislative Body of Community Facilities District No. 2025-2 (Maintenance Services) of the City of Murrieta, Declaring Its Intention to Consider Annexing Territory to Community Facilities District No. 2025-2 (Maintenance Services) of the City of Murrieta (Rustic Meadows); and
Adopt Resolution No. 25-4842 entitled: A Resolution of the City Council of the City of Murrieta, Acting as the Legislative Body of Community Facilities District No. 2025-2 (Maintenance Services) of the City of Murrieta, Declaring Its Intention to Consider Annexing Territory to Community Facilities District No. 2025-2 (Maintenance Services) of the City of Murrieta (Kensington Apartments).

The motion carried by the following vote:

Ayes: DeForest, Stone, Holliday, Levell, Warren
Noes: None

Absent: None
RECONSIDERATION None

COUNCIL MEMBER REQUESTS TO ADD OR WITHDRAW ITEMS TO FUTURE AGENDAS None
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ADJOURNMENT 8:33 p.m.
______________________________
Cristal McDonald, City Clerk
176

CITY OF MURRIETA
City Council Meeting Agenda
Report
6/17/2025
Agenda Item No. 3.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Javier Carcamo, Finance Director
PREPARED BY: Missy Matula, Accounting Specialist
SUBJECT:

Ratify the Consolidated Check Register April 2025

RECOMMENDATION
Adopt Resolution No. 25-4843 entitled: A Resolution of the City Council of the City of Murrieta, California, Ratifying the Consolidated Check Register for April 2025.

CITY COUNCIL GOAL
Maintain a high performing organization that values fiscal sustainability, transparency, accountability and organizational efficiency.

BACKGROUND
In accordance with California Government Code (CGC) § 37208, the attached consolidated check register is being presented to the City Council for ratification. To improve transparency, this report includes checks, payroll, and electronic fund transfers, such as Automated Clearing House (ACH) and Wire payments. Staff has reviewed the request for expenditures for the appropriate budgetary approval and for the authorization from the department director or designee. The attached consolidated check register represents the payments issued for April 2025. In accordance with GCS § 37202, the Director of Finance or designee hereby certifies to the accuracy of the following demands and to the availability of funds for payment. Following is a summary and totals for each type of payment issued in April.

Payment Method Record Number Amount
Accounts Payable Check No. 164018-164380 $3,938,432.26
ACH/Wires Wire No. 09002004-09002052 $10,012,097.16
Payroll Pay Date - April 3, 2025 $1,546,315.04
Payroll Pay Date - April 17, 2025 $1,531,637.59
Total April 2025 Payments $17,028,482.05

ATTACHMENTS
CITY OF MURRIETA Page 1 of 2 Printed on 6/12/2025
powered by Legistar™177
6/17/2025
Agenda Item No. 3.

1. Resolution No. 25-4843
CITY OF MURRIETA Page 2 of 2 Printed on 6/12/2025
powered by Legistar™178
RESOLUTION NO. 25-4843

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

MURRIETA, CALIFORNIA, RATIFYING THE CONSOLIDATED
CHECK REGISTER FOR APRIL 2025
WHEREAS, Sections 3.12.060 and 3.12.080 of the Murrieta Municipal Code and California Government Code Section 37208 allow prepayment of demands prior to City Council approval with ratification by the City Council at the next City Council meeting.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MURRIETA, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. That the consolidated check register, attached as Exhibit A, in the amount of $17,028,482.05, which includes Accounts Payable $3,938,432.26 (Check Numbers 164018- 164380), Payroll $3,077,952.63 (for April 3 and April 17 pay dates), and ACH/Wires $10,012,097.16 (Wire Numbers 09002004-09002052), for April 2025 is hereby approved.

PASSED AND ADOPTED this 17th day of June, 2025.
____________________________
Cindy Warren, Mayor
ATTEST:
_____________________________
Cristal McDonald, City Clerk
APPROVED AS TO FORM:
_____________________________
Tiffany Israel, City Attorney
179
RR 5/08/09
2 STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE )§

CITY OF MURRIETA )
I, Cristal McDonald, City Clerk of the City of Murrieta, California, do hereby certify that the foregoing Resolution No. 25-4843 was duly passed and adopted by the City Council of the City of Murrieta at the regular meeting thereof, held on the 17th day of June, 2025, and was signed by the Mayor of the said City, and that the same was passed and adopted by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
_____________________________
Cristal McDonald, City Clerk
180
CONSOLIDATED CHECK REGISTER FOR APRIL 2025
Payment Method Record Number Amount
Accounts Payable Check No. 164018-164380 $3,938,432.26
ACH/Wires Wire No. 09002004-09002052* $10,012,097.16
Payroll April 3 pay date $1,546,315.04
Total April 2025 Payments $17,028,482.05
Payroll April 27 pay date $1,531,637.59
*Excludes Wire Nos. 9002008 and 9002015 as these Wires were from March. Also excludes Wire No. 9002051 as this number was issued inadvertently. 181
Check Issue Date Payee ID Payee Name Reference 2nd Ref Cancel Date Check Type Doc Type Status Subsystem 1100000-21720 2,508.611102600-53000 0.021110000-21720 845.401190000-21720 17.861510000-21720 656.601710000-21720 398.403060000-21720 169.933110000-21720 108.363580000-21720 8.587260000-21720 109.861100000-21720 785.181110000-21720 196.021190000-21720 3.831510000-21720 36.303060000-21720 36.013110000-21720 76.963580000-21720 1.347260000-21720 118.82 00164019 04/01/2025 V000698 National Peace Officers & Firefighters 2250/2501060 MW CHK IS OH 1510000-21720 72.00 1100000-21440 125.551110000-21440 51.801510000-21440 51.801710000-21440 79.751100000-21600 24.991110000-21600 56.261710000-21600 115.933110000-21600 165.051100000-21600 119.231110000-21600 268.371710000-21600 553.333110000-21600 459.621110000-21303 1,200.001510000-21303 4,500.001110000-21304 1,200.001510000-21304 4,500.001100000-21510 1,406.651110000-21510 360.191190000-21510 2.791510000-21510 284.721710000-21510 271.763060000-21510 41.563110000-21510 32.883550000-21510 4.39 $11,400.00
00164023 04/01/2025 V005319 Benefit Coordinators Corporation BCC 2237/2501040-SUP MW CHK IS OH $1,762.78
00164022 04/01/2025 V005865 Washington State Council of Fire Fighters 1184/2501060 MW CHK IS OH 2184/2501060 MW CHK IS OH
$6,078.08
$72.00
00164020 04/01/2025 V000773 Pre-Paid Legal Services Inc 2600/2501060 MW CHK IS OH $308.90
00164021 04/01/2025 V003638 U.S. Bank Trustee For PARS/ARS 6746022400 1401/2501060 MW CHK IS OH 2401/2501060 MW CHK IS OH
City of Murrieta
FEAP004 Consolidated Check Register by Bank
Detail
Check Dates Between Apr 1, 2025 and Apr 30, 2025
Bank(s):

Status(es): IS - Issued, RV - Reversed
Check Type(s): MW - Machine Written
Report Generated on May 12, 2025 1:31:10 PM Page 1Bank ID: AP - Account Check Amount
00164018 04/01/2025 V003131 Aflac 2232/2501060 MW CHK IS OH 2234/2501060 MW CHK IS OH
182
3580000-21510 3.26
7010000-21510 5.501100000-21510 221.961102600-53000 0.301110000-21510 102.531190000-21510 0.171510000-21510 185.831710000-21510 118.783060000-21510 8.803110000-21510 18.983550000-21510 1.843580000-21510 0.657010000-21510 4.241100000-21510 27.921110000-21510 3.041190000-21510 0.041510000-21510 11.063110000-21510 4.803550000-21510 0.183580000-21510 0.087010000-21510 1.601100000-21510 177.491110000-21510 69.611190000-21510 0.061510000-21510 47.491710000-21510 9.443060000-21510 6.473110000-21510 2.423550000-21510 0.293580000-21510 0.697010000-21510 1.741100000-21510 13.041110000-21510 7.641710000-21510 1.743060000-21510 2.803110000-21510 0.883550000-21510 0.153580000-21510 0.151100000-21510 26.281110000-21510 2.031510000-21510 28.821710000-21510 1.763110000-21510 0.683550000-21510 0.637010000-21510 1.78 00164024 04/03/2025 V005965 8 Bit Enterprises LLC CITY00862R MW CHK IS OH 1114100-63120 700.00 96556 MW CHK IS OH 1103120-62200 1,035.8596592 MW CHK IS OH 1103120-62200 678.8796605 MW CHK IS OH 1103120-62200 521.6496606 MW CHK IS OH 1103120-62200 608.88514215531 MW CHK IS OH 1513520-60480 89.71514215531C MW CHK IS OH 1513520-60480 (89.71)5514215531 MW CHK IS OH 1513520-60480 89.7193787 MW CHK IS OH 1101200-60440 15,023.2093788 MW CHK IS OH 1101200-60440 4,144.70 $2,845.24
00164026 04/03/2025 V003581 Airgas USA LLC
$89.71
00164027 04/03/2025 V005378 Aleshire & Wynder LLP

MW CHK IS OH
2247/2501040-SUP MW CHK IS OH
$3,530.58
$700.00
00164025 04/03/2025 V000051 Affordable Automotive Repair Inc 2238/2501040-SUP MW CHK IS OH2239/2501040-SUP MW CHK IS OH2245/2501040-SUP MW CHK IS OH2246/2501040-SUP 183
93789 MW CHK IS OH 7018100-60440 4,540.80
93790 MW CHK IS OH 1101200-60440 10,876.1093791 MW CHK IS OH 1101200-60440 4,102.0093792 MW CHK IS OH 1101200-60440 1,954.9093793 MW CHK IS OH 1101200-60440 378.4093794 MW CHK IS OH 1101200-60440 9,862.3993795 MW CHK IS OH 1101200-60440 4,499.0893796 MW CHK IS OH 1101200-60440 103.2093797 MW CHK IS OH 7018100-60440 333.6093798 MW CHK IS OH 1101200-60440 7,686.8093799 MW CHK IS OH 1101200-60440 5,978.1093800 MW CHK IS OH 1101200-60440 4,335.0093801 MW CHK IS OH 1101200-60440 2,819.9093802 MW CHK IS OH 1101200-60440 3,081.2093803 MW CHK IS OH 1101200-60440 4,610.2993804 MW CHK IS OH 1101200-60440 33,827.1093805 MW CHK IS OH 1101200-60440 146.5093806 MW CHK IS OH 1101200-60440 121.2093807 MW CHK IS OH 1101200-60440 2,020.0093808 MW CHK IS OH 1101200-60440 848.4093809 MW CHK IS OH 1101200-60440 1,403.4093810 MW CHK IS OH 1101200-60440 489.2093811 MW CHK IS OH 1101200-60440 3,337.55 00164028 04/03/2025 V003799 Alliant Insurance Services 3012648 MW CHK IS OH 3115900-61750 297.00 95693 MW CHK IS OH 3060060-64040 1,087.5095756 MW CHK IS OH 3060060-64040 2,501.2595758 MW CHK IS OH 3060060-64040 1,623.9179372 MW CHK IS OH 1103120-60480 823.5079373 MW CHK IS OH 1103120-60480 1,454.0079400 MW CHK IS OH 1103120-60480 288.0079409 MW CHK IS OH 1103120-60480 650.00 00164031 04/03/2025 V000090 American Legal Publishing Corporation 41550 MW CHK IS OH 1102400-60480 119.64 30950 MW CHK IS OH 1106120-60640 24,000.0030951 MW CHK IS OH 1106120-60640 17,680.00 00164033 04/03/2025 V000986 Axon Enterprises Inc INUS336057 MW CHK IS OH 1113120-71030 109,062.36 1100000-20110 (24.75)1103120-62440 307.59
00164035 04/03/2025 V000147 Bio Tox Labs 47160 MW CHK IS OH 1103120-60480 3,651.6500164036 04/03/2025 V000122 BMW Motorcycles of Escondido 49353 MW CHK IS OH 1103120-62200 1,516.16 B6951587 MW CHK IS OH 3115900-62920 250.44B6952569 MW CHK IS OH 3115900-62920 132.43B6953327 MW CHK IS OH 3115900-62920 403.58B6953796 MW CHK IS OH 3115900-62920 103.16 00164038 04/03/2025 V003148 Michael Burris 019122 MW CHK IS OH 1106120-60880 300.0000164039 04/03/2025 V000176 Busy Bee Electrical Enterprise 27504 MW CHK IS OH 3570050-71030 500.00 BB32025 MW CHK IS OH 1715144-63240 168.00
$889.61$300.00$500.00
00164040 04/03/2025 V000233 Janet C Carbajal00164034 04/03/2025 V004305 Badge Frame Inc 42862 MW CHK IS OH $282.84
$3,651.65$1,516.16
00164037 04/03/2025 V003637 Brodart Co
$5,212.66
00164030 04/03/2025 V000087 American Forensic Nurse Inc $3,215.50
$119.64
00164032 04/03/2025 V005287 Anser Advisory Management LLC $41,680.00
$109,062.36$126,523.01
$297.00
00164029 04/03/2025 V000075 Allied Traffic & Eqt Rentals 184
TB32025 MW CHK IS OH 1715144-63240 980.00
188843901032125 MW CHK IS OH 7268340-64480 1,299.00188844101032125 MW CHK IS OH 7268340-64480 96.81 00164042 04/03/2025 V004663 CivicPlus LLC 332272 MW CHK IS OH 7268340-60480 14,106.9500164043 04/03/2025 V005369 Corodata Records Management Inc RS7068633 MW CHK IS OH 1102400-60480 653.4900164044 04/03/2025 V005507 County of Riverside PU0000006073 MW CHK IS OH 1103120-62680 191.5200164045 04/03/2025 V000866 County of Riverside TLMA TL0000017671 MW CHK IS OH 1106120-60240 218.0800164046 04/03/2025 V003092 Crafco Inc 9403410807 MW CHK IS OH 3060060-64040 4,351.8800164047 04/03/2025 V005561 D & M Media EC853 MW CHK IS OH 1102400-60040 424.0000164048 04/03/2025 T03982 David Hatch 166919 MW CHK IS OH 3110000-23300 300.00 17308680 MW CHK IS OH 1513580-62000 60.0017335720 MW CHK IS OH 1513580-62000 154.0017342977 MW CHK IS OH 1513580-62000 165.0017342979 MW CHK IS OH 1513580-62000 99.00 00164050 04/03/2025 V003027 DFM Associates 2025 CA-ELECODE MW CHK IS OH 1102400-63880 152.25 0184026-IN MW CHK IS OH 1103120-63800 200.000186815-IN MW CHK IS OH 1103120-62440 142.278-805-96398 MW CHK IS OH 1103120-62680 62.298-812-47652 MW CHK IS OH 1103120-62680 59.42 00164053 04/03/2025 V003282 Laura Frasso LFMSES25 MW CHK IS OH 1715144-64360 785.83 304-1068 03/25 MW CHK IS OH 7268340-64640 446.63677-2428 03/25 MW CHK IS OH 7268340-64640 319.00696-8117 3/25 MW CHK IS OH 7268340-64640 660.77698-4507 3/25 MW CHK IS OH 7268340-64640 148.87698-8217 3/25 MW CHK IS OH 7268340-64640 112.32698-8977 3/25 MW CHK IS OH 7268340-64640 183.24894-2141 3/25 MW CHK IS OH 7268340-64480 140.35106572 MW CHK IS OH 1106155-62000 4,366.66106576 MW CHK IS OH 1106155-62000 1,605.00106577 MW CHK IS OH 1106155-62000 985.0079465 MW CHK IS OH 1117500-70000 420.0079467 MW CHK IS OH 1117500-70000 251.0079549 MW CHK IS OH 3077500-60360 37,817.75 79837 MW CHK IS OH 1117500-70000 922.00
00164057 04/03/2025 V003250 Gladwell Governmental Services Inc 5730 MW CHK IS OH 1102400-60480 750.00 0107147 MW CHK IS OH 1106120-60360 10,360.00
3027500-60360 10,700.003067500-60360 6,840.00
18099(32) MW CHK IS OH 5137500-60480 1,268.7018099(33) MW CHK IS OH 5137500-60480 1,713.5018099(34) MW CHK IS OH 5137500-60480 460.00 $750.00
00164058 04/03/2025 V000837 Glenn A Rick Engineering & Development Co 0107148 MW CHK IS OH
00164054 04/03/2025 V002821 Frontier California Inc
$2,011.18
00164055 04/03/2025 V000443 Gardner Company Inc
$6,956.66
00164056 04/03/2025 V000446 GeoSoils Inc
$39,410.75
$478.00$152.25
00164051 04/03/2025 V004251 Entenmann-Rovin Co
$342.27
00164052 04/03/2025 V000409 Federal Express Corporation $121.71$785.83
$14,106.95
$653.49$191.52$218.08
$4,351.88
$424.00$300.00
00164049 04/03/2025 V000355 Dewey Pest Control
$1,148.00
00164041 04/03/2025 V004825 Charter Communications Operating LLC $1,395.81
185
18099(35) MW CHK IS OH 5137500-60480 954.61
1110000-20060 (610.61)1117500-70000 12,212.23
00164060 04/03/2025 V003686 Houston & Harris PCS Inc 25-26517 MW CHK IS OH 4316120-60480 2,633.75 185976 MW CHK IS OH 1106120-60600 32,711.32186061 MW CHK IS OH 1106120-60600 3,097.50 00164062 04/03/2025 V005525 Image Zone 57031 MW CHK IS OH 1513520-62720 146.5100164063 04/03/2025 V004886 Industrial Door Group Inc 25-801784 MW CHK IS OH 1106155-62000 833.75 87192664 MW CHK IS OH 3115900-62920 241.6687234872 MW CHK IS OH 3115900-62920 578.9187306721 MW CHK IS OH 3115900-62920 2,288.438972 MW CHK IS OH 1513540-62200 271.088974 MW CHK IS OH 1513540-62200 1,125.7084136379 MW CHK IS OH 1715144-43711 8.0084136380 MW CHK IS OH 1715144-43711 8.0084136381 MW CHK IS OH 1715144-43711 2.0084136382 MW CHK IS OH 1715144-43711 2.00 00164067 04/03/2025 V005964 Ken Jones 1111230580223142 MW CHK IS OH 1106155-60880 172.86 1583172 MW CHK IS OH 1513520-64175 2,891.681583173 MW CHK IS OH 1513520-64175 3,090.4036716-00103 MW CHK IS OH 3067500-60360 360.0036716-00106 MW CHK IS OH 3067500-60360 4,472.4136716-00107 MW CHK IS OH 3067500-60360 4,048.758779664 MW CHK IS OH 3115900-60480 55.008784944 MW CHK IS OH 1715144-62000 115.00 00164071 04/03/2025 V000608 Logo Joes LLC 42674 MW CHK IS OH 1101000-64360 59.8100164072 04/03/2025 V005828 M & J Paul Enterprises Inc 032925 MW CHK IS OH 1715144-63360 895.0000164073 04/03/2025 V005920 Mariscal Painting Inc 1089-RET MW CHK IS OH 1110000-20060 4,513.75 280 AV MW CHK IS OH 1715144-63240 422.10281 AV MW CHK IS OH 1715144-63240 6,961.50282 AV MW CHK IS OH 1715144-63240 157.50 00164075 04/03/2025 V004782 Napa Auto Parts 154657 MW CHK IS OH 1513540-62200 39.1100164076 04/03/2025 V005670 NetFIle Inc 10042 MW CHK IS OH 1102400-60920 3,000.0000164077 04/03/2025 V005460 Old Town Temecula Harley-Davidson 195658 MW CHK IS OH 1103120-62200 289.16 32880R MW CHK IS OH 1513590-62720 598.1341686 MW CHK IS OH 1103120-62720 133.2741711 MW CHK IS OH 1106120-62720 343.92GP0225 MW CHK RV OH 1715144-63240 1,383.90 $1,075.32
00164079 04/03/2025 V000763 Gustavo A Poletti
$4,513.75
00164074 04/03/2025 V001074 Miss April's Dance
$7,541.10
$39.11
$3,000.00
$289.16
00164078 04/03/2025 V004471 Omega Print
$5,982.08
00164069 04/03/2025 V004630 Linscott Law & Greenspan Engineers $8,881.16
00164070 04/03/2025 V000606 Lloyd Pest Control
$170.00
$59.81
$895.00
$3,109.00
00164065 04/03/2025 V005436 Inland Fleet Solutions Inc
$1,396.78
00164066 04/03/2025 T04012 Judith Jans
$20.00
$172.86
00164068 04/03/2025 V000604 Life Assist Inc
$11,601.62
$2,633.75
00164061 04/03/2025 V005749 HR Green Pacific Inc
$35,808.82
$146.51$833.75
00164064 04/03/2025 V003632 Ingram Library Services Inc $32,296.81
00164059 04/03/2025 V005888 High Density Inc 2022-2593 MW CHK IS OH 186
GP0325 MW CHK RV OH 1715144-63240 1,562.40
95964 MW CHK IS OH 1106155-62000 6,324.52
1715120-62000 2,480.901715144-62000 5,316.802250050-62000 1,015.85 95969 MW CHK IS OH 1106155-62000 3,386.00
00164081 04/03/2025 V002755 Prudential Overall Supply 132307159 MW CHK IS OH 1106145-63800 78.98 258097 MW CHK IS OH 3060060-64040 917.01258204 MW CHK IS OH 3060060-64040 466.723051218 03/25 MW CHK IS OH 1106155-64660 51.123051224 03/25 MW CHK IS OH 1106155-64660 107.333054003 03/25 MW CHK IS OH 1513580-64660 71.373054004 03/25 MW CHK IS OH 1513580-64660 51.12 00164084 04/03/2025 V005910 RCA Investments Inc 1001 MW CHK IS OH 1103120-71060 33,781.5200164085 04/03/2025 V005885 Renes Commercial Management 02-25 MW CHK IS OH 1513580-62000 275.0000164086 04/03/2025 V000840 Rightway Portable Toilets 418468 MW CHK IS OH 1106155-62000 509.3800164087 04/03/2025 V005681 Roger Ortiz 25029 MW CHK IS OH 1101600-62960 27,510.50 IN-0000091263 MW CHK IS OH 1103120-62220 6,579.06IN-0000091720 MW CHK IS OH 1513520-62220 2,425.13IN-0000091722 MW CHK IS OH 1513520-62220 1,567.23 00164089 04/03/2025 V005424 SCG - Spicer Consulting Group LLC 1872 MW CHK IS OH 1100000-24030 6,250.0000164090 04/03/2025 V005727 David Schaefer 019639 MW CHK IS OH 1106145-60880 260.9500164091 04/03/2025 V005054 South Coast Copy Systems 521132 MW CHK IS OH 7268340-60480 7.34 0245686 03/25 MW CHK IS OH 1103120-64520 204.241391480 03/25 MW CHK IS OH 1513580-64520 556.0822721173 03/25 MW CHK IS OH 1513580-64520 416.2622721173 03/25C MW CHK IS OH 1513580-64520 (416.26)2272173 03/25 MW CHK IS OH 1513580-64520 416.262893221 03/25 MW CHK IS OH 1106155-64520 1,213.227060397 03/25 MW CHK IS OH 1103120-64520 5,356.64 00164093 04/03/2025 V000952 Sparkletts 15848523 031425 MW CHK IS OH 1715144-62440 130.8000164094 04/03/2025 V000194 State of California DOJ 801353 MW CHK IS OH 1102200-63640 386.0000164095 04/03/2025 V005576 STC Traffic INC 7844 MW CHK IS OH 3067500-60360 9,265.00 087161 MW CHK IS OH 1715120-63920 363.68087550 MW CHK IS OH 3115900-64000 408.12 00164097 04/03/2025 V004846 Tesco Controls LLC 0085003-IN MW CHK IS OH 1106120-64040 1,260.6800164098 04/03/2025 V002829 ThyssenKrupp Elevator Corp 3008459904 MW CHK IS OH 1106155-60480 1,650.00 1101000-62520 74.971101400-62520 2,332.71
$1,260.68$1,650.00
00164099 04/03/2025 V001040 U S Bank National Association USBANK 03/25 MW CHK IS OH00164092 04/03/2025 V000946 Southern CA Edison Company $7,746.44
$130.80$386.00
$9,265.00
00164096 04/03/2025 V004678 Supply Solutions
$771.80$275.00$509.38
$27,510.50
00164088 04/03/2025 V004734 SC Fuels
$10,571.42
$6,250.00
$260.95
$7.34
$18,524.07
$78.98
00164082 04/03/2025 V000806 R J Noble Company
$1,383.73
00164083 04/03/2025 V000817 Rancho California Water District $280.94
$33,781.52
$2,946.30
00164080 04/03/2025 V005291 Priority Building Services LLC 95968 MW CHK IS OH
187
1102100-62520 1,306.43
1102200-62520 3,635.131102400-62520 733.911102600-62520 540.121103120-62520 308.001103130-62520 3,321.721103160-62520 29,558.591103180-62520 35,212.561104100-62520 13,716.201104140-62520 3,783.891104600-62520 779.811105000-62520 4,040.911106120-62520 1,179.501106145-62520 5,874.181513520-62520 14,085.451513580-62520 9,668.711513590-62520 250.281715120-62520 6,027.861715144-62520 6,061.353115900-62520 7,174.387268340-62520 3,379.23 8693347712513 MW CHK IS OH 1101600-62520 2,399.618693349042513 MW CHK IS OH 1513520-62520 3,690.948693349122513 MW CHK IS OH 1101600-62520 3,680.376107144370 MW CHK IS OH 1102400-64640 40.046109257205 MW CHK IS OH 1513520-64640 2,301.90021025SF MW CHK IS OH 1715144-63240 420.00022725A MW CHK IS OH 1715144-63240 966.00022725I MW CHK IS OH 1715144-63240 1,005.20022725J MW CHK IS OH 1715144-63240 490.0022725 MW CHK IS OH 1715144-63240 266.00 00164103 04/03/2025 V001077 Judith Vierstra VIERSTRAJAN2024R MW CHK IS OH 1513520-53100 1,686.0900164104 04/03/2025 V001103 Waxie Sanitary Supply 83139231 MW CHK IS OH 1106155-62000 1,020.17 1106160-62220 3,016.881715120-62220 2,810.54
000023195181 MW CHK IS OH 7268340-64640 0.08000023264152 MW CHK IS OH 7268340-64640 165.96000023264154 MW CHK IS OH 7268340-64640 165.96000023265931 MW CHK IS OH 7268340-64640 415.84 1513520-62000 725.001513580-62000 545.00
00164108 04/10/2025 V002747 Advantage Vending Services 033121 MW CHK IS OH 1101600-62440 1,332.0000164109 04/10/2025 V003581 Airgas USA LLC 5515625759 MW CHK IS OH 1513580-60480 89.7100164110 04/10/2025 V005628 Alisha Alexander 040725AA MW CHK IS OH 1103180-64320 333.07 34439 MW CHK IS OH 1513580-62000 1,963.7934440 MW CHK IS OH 1513580-62000 251.5434441 MW CHK IS OH 1513580-62000 215.11 00164111 04/10/2025 V000069 All Safe Fire Extinguisher Co00164107 04/10/2025 V003672 AB Window Cleaning 1803 MW CHK IS OH $1,270.00$1,332.00
$89.71
$333.07
00164105 04/03/2025 V004937 Wright Express FSC 103675401 MW CHK IS OH $5,827.42
00164106 04/10/2025 V000020 A T & T
$747.84
$9,770.92
00164101 04/03/2025 V002822 Verizon Wireless
$2,341.94
00164102 04/03/2025 V001075 Darryl Vidal
$3,147.20$1,686.09$1,020.17
$153,045.89
00164100 04/03/2025 V001040 U S Bank National Association 188
34442 MW CHK IS OH 1513580-62000 317.13
34443 MW CHK IS OH 1513580-62000 242.79
00164112 04/10/2025 V000073 Alliance Propane Inc 23467 MW CHK IS OH 1513580-64600 89.0000164113 04/10/2025 V004300 Allie's Party Equipment Rental Inc 1-117731.1.2 MW CHK IS OH 1513520-63360 4,623.25 00164114 04/10/2025 V005089 Allison Caruthers 040725AC MW CHK IS OH 1103180-64320 1,718.2600164115 04/10/2025 V005037 ALTA Language Services Inc IS776430 MW CHK IS OH 1102200-63640 138.0000164116 04/10/2025 V005491 Amazon Capital Services 19VC-WVJH-TJG3 MW CHK IS OH 3570050-62920 4,051.5300164117 04/10/2025 V000087 American Forensic Nurse Inc 79399 MW CHK IS OH 1103120-60480 80.0000164118 04/10/2025 V000093 American Towers LLC 4886369 MW CHK IS OH 1513520-60480 1,367.0500164119 04/10/2025 V000102 Animal Friends of The Valleys Inc APRIL 2025 MW CHK IS OH 1101800-63480 10,000.00 00164120 04/10/2025 V004795 AT&T 546593 MW CHK IS OH 1103180-63400 170.00 CB0080 MW CHK IS OH 1715144-63240 1,050.00CB0081 MW CHK IS OH 1715144-63240 700.00CB0082 MW CHK IS OH 1715144-63240 1,400.001504 MW CHK IS OH 1715162-61960 200.001507 MW CHK IS OH 1715162-61960 200.00 00164123 04/10/2025 V004039 Blue Violet Networks LLC M77910 MW CHK IS OH 7268340-60480 18,759.60 CDBGFY2425 1 MW CHK IS OH 3410010-62880 1,812.50CDBGFY2425 2 MW CHK IS OH 3410010-62880 2,107.50B6950550 MW CHK IS OH 3115900-62920 270.63B6958133 MW CHK IS OH 3115900-62920 344.36B6958917 MW CHK IS OH 3115900-62920 514.90 00164126 04/10/2025 V000176 Busy Bee Electrical Enterprise 27507 MW CHK IS OH 1103120-62000 704.23 1100000-20110 1,734.691101600-61050 0.271110000-20110 25.301510000-20110 468.74 00164128 04/10/2025 V004677 Tina Cantrell 0325TC MW CHK IS OH 1715144-63240 492.8000164129 04/10/2025 V003657 CDW Government LLC AD3YZ3U MW CHK IS OH 7268340-64080 349.1100164130 04/10/2025 V003168 Cellebrite Inc INVUS283385 MW CHK IS OH 1103180-62160 7,993.13 434218 MW CHK IS OH 1107500-60480 1,305.00434219 MW CHK IS OH 1107500-60480 1,080.00434223 MW CHK IS OH 1107500-60480 1,170.00 00164132 04/10/2025 V004825 Charter Communications Operating LLC 188841201032125 MW CHK IS OH 7268340-64480 22.87 00164133 04/10/2025 V004663 CivicPlus LLC 332617 MW CHK IS OH 7268340-62160 1,034.0400164134 04/10/2025 T03618 Colorado West Construction RFND1788R MW CHK IS OH 8010000-23300 7,200.00 $2,229.00
$492.80$349.11
$7,993.13
00164131 04/10/2025 V004427 CentralSquare Technologies LLC $3,555.00
$22.87
$1,034.04
$18,759.60
00164124 04/10/2025 V003240 Boys & Girls Clubs of Southwest County $3,920.00
00164125 04/10/2025 V003637 Brodart Co
$1,129.89
$704.23
00164127 04/10/2025 V000156 CA Department of Tax & Fee Administration CDTFA Q12025 MW CHK IS OH $1,367.05
$10,000.00
$170.00
00164121 04/10/2025 V000125 Christina Baca
$3,150.00
00164122 04/10/2025 V005649 Bare Bees INC
$400.00
$2,990.36
$89.00
$4,623.25$1,718.26
$138.00
$4,051.53
$80.00
189
00164135 04/10/2025 V005770 Comcast Financial Agency 236820714 MW CHK IS OH 1103180-64480 742.59 122298 MW CHK IS OH 1715120-60480 354.00122800 MW CHK IS OH 3115900-60480 1,713.2586303388 MW CHK IS OH 1102200-63640 198.0086376821 MW CHK IS OH 1102200-63640 450.00 00164138 04/10/2025 V004379 CoreLogic Solutions LLC 30764316 MW CHK IS OH 7268340-63880 768.0000164139 04/10/2025 T04009 CRP/Brandywine Murrieta Apt Owner LLC RFND1939 MW CHK IS OH 8010000-23300 26,000.00 1100000-23240 800.001103180-61560 4.14
00164141 04/10/2025 T04004 Emergency Response Systems Inc RFND-BL35210 MW CHK IS OH 1102600-47852 114.5600164142 04/10/2025 V000401 Ewles Materials 509332 MW CHK IS OH 3060060-64040 90.81 00176 MW CHK IS OH 1106160-62200 216.0000177 MW CHK IS OH 1513540-62200 79.0000178 MW CHK IS OH 1103120-62200 746.00 00164144 04/10/2025 V000409 Federal Express Corporation 8-819-65257 MW CHK IS OH 1103120-62680 25.52 188-0021 03/25 MW CHK IS OH 7268340-64640 1,034.30197-1049 4/25 MW CHK IS OH 7268340-64480 1,190.00197-2049 03/25 MW CHK IS OH 7268340-64480 1,040.00197-3542 03/25 MW CHK IS OH 7268340-64640 457.31304-0470 03/25 MW CHK IS OH 7268340-64640 90.78304-2849 03/25 MW CHK IS OH 7268340-64640 76.63304-9149 03/25 MW CHK IS OH 7268340-64640 76.63304-9549 03/25 MW CHK IS OH 7268340-64640 72.27304-9560 4/25 MW CHK IS OH 7268340-64640 298.79600-9059 03/25 MW CHK IS OH 7268340-64640 150.63677-1670 03/25 MW CHK IS OH 7268340-64640 90.78677-5511 4/25 MW CHK IS OH 7268340-64640 295.27677-7289 03/25 MW CHK IS OH 7268340-64640 315.61696-3601 4/25 MW CHK IS OH 7268340-64640 320.09698-1451 4/25 MW CHK IS OH 7268340-64640 148.95698-6519 03/25 MW CHK IS OH 7268340-64640 76.639266050506 4/25 MW CHK IS OH 7268340-64480 142.13RTO-0069 03/25 MW CHK IS OH 7268340-64640 57.34 00164146 04/10/2025 V003823 Shigeko Gallagher DG0325 MW CHK IS OH 1715144-63240 1,142.4000164147 04/10/2025 V000443 Gardner Company Inc 106551 MW CHK IS OH 1103120-62000 275.00 78967 MW CHK IS OH 3077500-60360 15,777.2579468 MW CHK IS OH 3077500-60480 1,246.50 00164149 04/10/2025 V005966 Gina Parent 12-16-24 MW CHK IS OH 7018100-61850 28.45 0107142 MW CHK IS OH 1104400-60320 840.000107144 MW CHK IS OH 1104400-60320 1,100.000107145 MW CHK IS OH 1104400-60320 140.00 00164151 04/10/2025 V000460 Granicus Inc 199413 MW CHK IS OH 1104400-60320 975.7800164148 04/10/2025 V000446 GeoSoils Inc $17,023.75
$28.45
00164150 04/10/2025 V000837 Glenn A Rick Engineering & Development Co $2,080.00
00164143 04/10/2025 V004399 Fast 5Xpress
$1,041.00
$25.52
00164145 04/10/2025 V002821 Frontier California Inc
$5,934.14$1,142.40
$275.00
$26,000.00
00164140 04/10/2025 T04013 Curtis Ryan Lanier MR24-2184 MW CHK IS OH $804.14$114.56
$90.81
$7,200.00
$742.59
00164136 04/10/2025 V000280 Computer Alert Systems Inc
$2,067.25
00164137 04/10/2025 V004754 Concentra Medical Centers
$648.00$768.00
190
00164152 04/10/2025 V005527 GRC Associates 48-2503 MW CHK IS OH 3410010-60480 4,162.18 00164153 04/10/2025 V003972 Joe Gutierrez 040125JG MW CHK IS OH 1103180-64320 412.2500164154 04/10/2025 V005083 Sonia Hasso 040725SH MW CHK IS OH 1103130-64360 240.2500164155 04/10/2025 V005721 Lucas Haynes 03023380 MW CHK IS OH 1106145-60880 300.0000164156 04/10/2025 V000501 Health and Human Resources Center Inc E0342031 MW CHK IS OH 7018100-60480 1,059.15 SIN048541 MW CHK IS OH 1102600-60480 324.94SIN048994 MW CHK IS OH 1102600-61200 131.56 1102100-60480 212.801104600-60480 1,170.40
00164159 04/10/2025 V003276 ICSC INV-525731 MW CHK IS OH 1104100-62976 3,250.00 1100000-20065 28.001100000-40020 575.001102600-45539 214.52 00164161 04/10/2025 V005779 J. Harris Industrial Water Treatment Inc 2278518 MW CHK IS OH 1113580-60800 545.0300164162 04/10/2025 V003433 JD Promotions 76670 MW CHK IS OH 1104100-63120 326.4400164163 04/10/2025 V005859 Ryan Jenkins JEN-CLA2024 MW CHK IS OH 3115900-64280 81.9600164164 04/10/2025 V003880 Johnson Equipment Co 9329 MW CHK IS OH 1513520-62120 342.0900164165 04/10/2025 V003181 Shannon Johnson 040725SJ MW CHK IS OH 1103130-64360 388.7500164166 04/10/2025 V005356 Legendary Events and Entertainment COM76788 MW CHK IS OH 1105000-63360 3,000.0000164167 04/10/2025 V003847 LexisNexis Risk Solutions 1100114512 MW CHK IS OH 1103180-62160 429.25 1102200-60440 22,775.507018100-61880 18,886.46
00164169 04/10/2025 V000604 Life Assist Inc 1584825 MW CHK IS OH 1513520-64175 37.2300164170 04/10/2025 V005970 Lisa Oda ODA-CLA2024 MW CHK IS OH 3115900-64280 129.60 8771212 MW CHK IS OH 1715162-62000 80.008803556 MW CHK IS OH 1103120-60480 48.008803557 MW CHK IS OH 1103120-60480 119.00 00164172 04/10/2025 V005211 Miguel Lopez 08212024MLR MW CHK IS OH 1513520-64360 250.0000164173 04/10/2025 V004782 Napa Auto Parts 156975 MW CHK IS OH 1106160-62200 46.81 040725CN MW CHK IS OH 1103180-64320 412.25040725CN2 MW CHK IS OH 1103180-64320 412.25040725AN MW CHK IS OH 1103180-64320 412.25040725AN2 MW CHK IS OH 1103180-64320 412.25 00164176 04/10/2025 V004746 NV5 Inc 424017 MW CHK IS OH 1117500-70000 695.00 $824.50
00164175 04/10/2025 V005317 Anthony Nunez
$824.50
$41,661.96
$37.23
$129.60
00164171 04/10/2025 V000606 Lloyd Pest Control
$247.00$250.00
$46.81
00164174 04/10/2025 V005131 Chris Nelson
$326.44
$81.96
$342.09$388.75
$3,000.00
$429.25
00164168 04/10/2025 V000603 Liebert Cassidy Whitmore 02-28-25 MW CHK IS OH $1,383.20$3,250.00
00164160 04/10/2025 T04011 Ilocos Corporation RFND-BL26547 MW CHK IS OH $817.52$545.03$412.25$240.25$300.00
$1,059.15
00164157 04/10/2025 V002923 Hinderliter de Llamas & Associates $456.50
00164158 04/10/2025 V003934 Howroyd Wright Employment Agency Inc 01-7067292 MW CHK IS OH $975.78
$4,162.18
191
198749 MW CHK IS OH 1103120-62200 1,073.13
198834 MW CHK IS OH 1103120-62200 839.40
00164178 04/10/2025 V004471 Omega Print 41901 MW CHK IS OH 1103120-62720 65.25 25-0813783-00R MW CHK IS OH 1513540-62200 406.0025-0815631-00R MW CHK IS OH 1513540-62200 7,070.88 00164180 04/10/2025 V005357 Petty Cash c/o Krissi Limkemann 4325KL MW CHK IS OH 3110000-47804 16.9900164181 04/10/2025 V004733 Evan Power 040125EP MW CHK IS OH 1103180-64360 240.25 95965 MW CHK IS OH 1513520-60480 775.2295966 MW CHK IS OH 3115900-62000 5,315.7695967 MW CHK IS OH 1103120-62000 8,511.85 00164183 04/10/2025 V005186 Project TOUCH 31430-FEB MW CHK IS OH 3747500-60480 22,440.00 132305832 MW CHK IS OH 1715120-63800 56.61132308338 MW CHK IS OH 1106145-63800 83.88 00164185 04/10/2025 V004499 Quinn Company WOG00022435 MW CHK IS OH 1103120-62000 1,206.57 111190361 MW CHK IS OH 1513580-62000 1,148.17111305191 MW CHK IS OH 1513580-62000 410.473028810 03/25 MW CHK IS OH 2120050-64660 62.673029701 03/25 MW CHK IS OH 2120050-64660 23.94302998 02/25 MW CHK IS OH 2120050-64660 134.58302998 02/25C MW CHK IS OH 2120050-64660 (134.58)3047339 03/25 MW CHK IS OH 1715162-64660 73.903051051 03/25 MW CHK IS OH 1880050-64660 213.713051253 03/25 MW CHK IS OH 1860050-64660 212.713051254 03/25 MW CHK IS OH 1715162-64660 712.153051255 03/25 MW CHK IS OH 1860050-64660 212.713051257 03/25 MW CHK IS OH 1860050-64660 212.713051915 03/25 MW CHK IS OH 2030050-64660 138.413052098 03/25 MW CHK IS OH 1715162-64660 140.203052099 03/25 MW CHK IS OH 1715162-64660 147.363052100 03/25 MW CHK IS OH 1830050-64660 138.413052101 03/25 MW CHK IS OH 1830050-64660 143.783052102 03/25 MW CHK IS OH 1715162-64660 143.783052468 03/25 MW CHK IS OH 2180050-64660 212.713052616 03/25 MW CHK IS OH 2180050-64660 51.123052617 03/25 MW CHK IS OH 2180050-64660 325.483052630 03/25 MW CHK IS OH 1715162-64660 138.413052826 03/25 MW CHK IS OH 1830050-64660 76.363052913 03/25 MW CHK IS OH 2000050-64660 138.413052914 03/25 MW CHK IS OH 2000050-64660 208.223053123 03/25 MW CHK IS OH 2000050-64660 486.253053190 03/25 MW CHK IS OH 2000050-64660 51.123053191 03/25 MW CHK IS OH 1715162-64660 385.403053303 03/25 MW CHK IS OH 2000050-64660 138.413053453 03/25 MW CHK IS OH 2000050-64660 140.20 00164188 04/10/2025 V004530 Jamie-Lynn Robinett HT-32025 MW CHK IS OH 1715144-63240 336.00 3020000-20060 (32,737.03)
$4,928.53
$336.00
00164189 04/10/2025 V005917 Roy Allan Slurry Seal Inc 2 MW CHK IS OH00164184 04/10/2025 V002755 Prudential Overall Supply $140.49
$1,206.57
00164186 04/10/2025 V004775 R&R Plumbing Services Inc
$1,558.64
00164187 04/10/2025 V000817 Rancho California Water District00164179 04/10/2025 V000753 Petes Road Serv Inc $7,476.88
$16.99
$240.25
00164182 04/10/2025 V005291 Priority Building Services LLC $14,602.83$22,440.00
$695.00
00164177 04/10/2025 V005460 Old Town Temecula Harley-Davidson $1,912.53
$65.25
192
3027500-70000 654,740.51
00164190 04/10/2025 V005726 Pedro Salazar 033530 MW CHK IS OH 1106155-60880 300.0000164191 04/10/2025 V004882 Craig Sanetrick 040125CS MW CHK IS OH 1103180-64360 477.25 IN-0000095484 MW CHK IS OH 1103120-62220 7,024.04IN-0000099449 MW CHK IS OH 1103120-62220 6,449.43 00164193 04/10/2025 V005424 SCG - Spicer Consulting Group LLC 1871 MW CHK IS OH 1100000-24030 12,500.00 00164194 04/10/2025 V005480 Paul Sedler 040125PS MW CHK IS OH 1103180-64360 240.25 040125BS1 MW CHK IS OH 1103180-64320 1,386.85040125BS2 MW CHK IS OH 1103180-64320 1,386.858010177392 MW CHK IS OH 1102400-60480 333.698010236943 MW CHK IS OH 1715120-62440 22.59 00164197 04/10/2025 V005054 South Coast Copy Systems 521291 MW CHK IS OH 7268340-60480 8,959.8300164198 04/10/2025 V000947 Southern CA Edison 1538034 03/25 MW CHK IS OH 1715162-64520 81.45 1810050-64520 111.441820050-64520 315.551830050-64520 34.541840050-64520 52.611850050-64520 2.221860050-64520 38.051880050-64520 124.452000050-64520 320.742020050-64520 51.862030050-64520 3.692040050-64520 39.652050050-64520 7.242060050-64520 12.252070050-64520 6.172080050-64520 121.082090050-64520 21.312100050-64520 80.052110050-64520 6.702120050-64520 297.922130050-64520 250.632140050-64520 15.182150050-64520 38.582160050-64520 260.142170050-64520 44.932180050-64520 94.842190050-64520 428.772200050-64520 199.442210050-64520 288.242230050-64520 128.582240050-64520 19.542250050-64520 944.582260050-64520 3.242270050-64520 42.892280050-64520 29.612290050-64520 1.86 0502992 03/25 MW CHK IS OH 1715162-64520 11,337.87
00164196 04/10/2025 V000965 Shred-It
$356.28
$8,959.83
$81.45
00164199 04/10/2025 V000946 Southern CA Edison Company 0502891 03/25 MW CHK IS OH $477.25
00164192 04/10/2025 V004734 SC Fuels
$13,473.47$12,500.00
$240.25
00164195 04/10/2025 V005482 Brian Sharp
$2,773.70
$622,003.48
$300.00
193
1266287 03/25 MW CHK IS OH 1715144-64520 50.01
1358641 03/25 MW CHK IS OH 1715162-64520 18.371512297 04/25 MW CHK IS OH 3060060-64560 9,961.762318653 03/25 MW CHK IS OH 1513580-64520 888.412347349 03/25 MW CHK IS OH 1513580-64520 1,069.152377011 03/25 MW CHK IS OH 1715162-64520 21,486.833655074 04/25 MW CHK IS OH 3060060-64560 302.085528026 03/25 MW CHK IS OH 1715144-64520 1,490.045863785 03/25 MW CHK IS OH 1715144-64520 2,271.396796273 04/25 MW CHK IS OH 3060060-64560 29.909653204 03/25 MW CHK IS OH 1840050-64520 5.49 00164200 04/10/2025 V000952 Sparkletts 9790311 032725 MW CHK IS OH 1106145-62440 262.0900164201 04/10/2025 V005857 Veronica Stapleton 040125VS MW CHK IS OH 1103180-64320 490.7200164202 04/10/2025 V000194 State of California DOJ 800180 MW CHK IS OH 1100000-20020 1,182.0000164203 04/10/2025 V003051 Kurt Stickelman 040125KS MW CHK IS OH 1103180-64360 240.2500164204 04/10/2025 V004245 TargetSolutions Learning LLC INV114463 MW CHK IS OH 1103120-62160 3,498.3500164205 04/10/2025 V005514 Temecula Plantscape 5206 MW CHK IS OH 1101600-63880 410.00 0011721100 MW CHK IS OH 1104400-60040 290.130011724422 MW CHK IS OH 1102400-60040 1,142.530011724433 MW CHK IS OH 1102400-60040 1,152.420011724439 MW CHK IS OH 1102400-60040 1,466.680011726407 MW CHK IS OH 1104400-60040 299.160011726414 MW CHK IS OH 1104400-60040 396.250011727124 MW CHK IS OH 1104400-60040 380.49 00164207 04/10/2025 V005032 Townsend Public Affairs 23231 MW CHK IS OH 1101600-60480 10,500.00 6104687593 MW CHK IS OH 1104600-64640 173.286109639818 MW CHK IS OH 1103120-64640 7,210.466109639819 MW CHK IS OH 1103120-64640 4,486.376109639821 MW CHK IS OH 1104600-64640 213.29 1106145-64640 457.271106155-64640 207.85
6109639825 MW CHK IS OH 1101000-64640 387.22
00164209 04/10/2025 V005899 Verizon Wireless Services LLC 9022381139 MW CHK IS OH 1103180-63400 75.00 1100000-12210 (240.25)1103180-64360 322.156029200-61040 2,275.006559200-61040 1,275.00 00164212 04/10/2025 V005275 Yunex LLC 90004019 MW CHK IS OH 1127500-70000 920.0000164213 04/10/2025 V000066 Zertuche's Mother Lode Driving School AGD-32025 MW CHK IS OH 1715144-63240 160.00 96557 MW CHK IS OH 1103120-62200 4,981.4296650 MW CHK IS OH 1103120-62200 634.9896659 MW CHK IS OH 1103120-62200 75.8996689 MW CHK IS OH 1103120-62200 1,317.1896696 MW CHK IS OH 1103120-62200 297.03 $3,550.00
$920.00$160.00
00164214 04/17/2025 V000051 Affordable Automotive Repair Inc00164210 04/10/2025 V003570 Melissa Whittington 040125MW MW CHK IS OH $81.90
00164211 04/10/2025 V001128 Willdan Financial Services 010-61391 MW CHK IS OH $5,127.66
$10,500.00
00164208 04/10/2025 V002822 Verizon Wireless
6109639823 MW CHK IS OH
$13,135.74
$75.00
$53,349.87
$262.09$490.72
$1,182.00
$240.25
$3,498.35
$410.00
00164206 04/10/2025 V004715 The Press Enterprise
194
96722 MW CHK IS OH 1103120-62200 380.32
96723 MW CHK IS OH 1103120-62200 91.1896737 MW CHK IS OH 1103120-62200 227.8496743 MW CHK IS OH 1103120-62200 71.1496744 MW CHK IS OH 1103120-62200 300.8796759 MW CHK IS OH 1103120-62200 142.9396761 MW CHK IS OH 1103120-62200 140.4596768 MW CHK IS OH 1103120-62200 754.4194949 MW CHK IS OH 2120050-61960 48.9495844 MW CHK IS OH 3060060-64040 312.66 00164216 04/17/2025 V000090 American Legal Publishing Corporation 41657 MW CHK IS OH 1102400-60480 8.49 1100000-20110 (2.19)1103120-62440 27.191100000-20110 (3.06)1103120-62440 48.06 00164218 04/17/2025 V003953 Bank of America N.A. BOFA 03/2025 MW CHK IS OH 1101600-62520 86,063.00 3367500-71030 157,040.003770040-71030 20,655.05
00164220 04/17/2025 V005067 BMW Motorcycles of Riverside 6038088 MW CHK IS OH 1103120-62200 266.22 1513520-43301 233.631513520-43305 276.40
9942292 MW CHK IS OH 1103120-64040 92.789942296 MW CHK IS OH 1103120-64040 557.41 00164223 04/17/2025 V005867 Matt Burnell M, BURNELL MW CHK IS OH 1104600-60880 54.3600164224 04/17/2025 V000176 Busy Bee Electrical Enterprise 27490 MW CHK IS OH 2120050-61960 3,400.00 1360 MW CHK IS OH 1103120-62200 423.991361 MW CHK IS OH 1106160-62200 18.001363 MW CHK IS OH 1103120-62200 306.421365 MW CHK IS OH 1106160-62200 17.001367 MW CHK IS OH 1103120-62200 86.001370 MW CHK IS OH 1106160-62200 17.00 00164226 04/17/2025 V000197 Caltrans SL250679 MW CHK IS OH 3060060-64560 11,413.7200164227 04/17/2025 V003657 CDW Government LLC AD5Z22L MW CHK IS OH 7268340-60760 2,253.2700164228 04/17/2025 V004772 Cintas First Aid 5263676101 MW CHK IS OH 7018100-62440 469.2900164229 04/17/2025 V005507 County of Riverside PU0000006089 MW CHK IS OH 1103120-62680 232.56 4470 MW CHK IS OH 1102400-63520 100,058.004483 MW CHK IS OH 1102400-63520 2,202.18 1106145-60560 2,385.091800050-60560 11,191.574316120-60560 4,770.18 00164232 04/17/2025 V005560 Cultivating Inclusion INC CDBGFY2425 MW CHK IS OH 3410010-62880 10,000.0000164230 04/17/2025 V000845 County of Riverside Assessor-County Clerk-Recorder $102,260.18
00164231 04/17/2025 V002867 CR&R Inc 000003465 MW CHK IS OH $18,346.84
$54.36
$3,400.00
00164225 04/17/2025 V000203 California Oaks Car Wash
$868.41
$11,413.72
$2,253.27
$469.29$232.56
00164221 04/17/2025 T04014 Bonghwoan Cho RFND3940 MW CHK IS OH $510.03
00164222 04/17/2025 V005673 Brady Industries of California LLC $650.19
$70.00
$86,063.00
00164219 04/17/2025 V005934 Beam Global INV1626 MW CHK IS OH $177,695.05
$266.22
$8.49
00164217 04/17/2025 V004305 Badge Frame Inc 381327 MW CHK IS OH 381340 MW CHK IS OH
$9,415.64
00164215 04/17/2025 V000075 Allied Traffic & Eqt Rentals $361.60
195
00164233 04/17/2025 V000337 Data Ticket Inc 178047 MW CHK IS OH 1103120-60480 633.70 00164234 04/17/2025 V000324 DCH Chrysler, Jeep, Dodge of Temecula 470060R MW CHK IS OH 1103120-62200 732.64 1127500-70000 136,600.003740000-20060 (45,595.98)3747500-70000 775,319.59 00164236 04/17/2025 V005775 Endeavor Video Marketing LLC 1215 MW CHK IS OH 1114100-60020 750.0000164237 04/17/2025 V004251 Entenmann-Rovin Co 0183918-IN MW CHK IS OH 1103120-63800 732.6200164238 04/17/2025 V005776 Everlaw Inc 142676 MW CHK IS OH 1102400-60760 122.00 197-0631 4/25 MW CHK IS OH 7268340-64480 232.38197-0886 04/25 MW CHK IS OH 1103120-64480 1,011.00679-7612 4/25 MW CHK IS OH 7268340-64640 224.75698-4403 4/25 MW CHK IS OH 7268340-64640 72.30894-6225 4/25 MW CHK IS OH 7268340-64480 129.4841917 MW CHK IS OH 1715120-61960 540.0041918 MW CHK IS OH 1715120-61960 123.90 00164241 04/17/2025 V004755 HCI Environmental & Engineering 40839 MW CHK IS OH 1105100-60480 5,940.9900164242 04/17/2025 V005971 Joseph P Scully 20250106 MW CHK IS OH 7018100-61880 12,061.00 2025-0100075 MW CHK IS OH 1105100-60480 10,218.49
2025-0100091 MW CHK IS OH 1105100-60480 22,075.182025-0200091 MW CHK IS OH 1105100-60480 36,573.05 1117500-70000 150.001127500-70000 2,100.00
00164245 04/17/2025 V000606 Lloyd Pest Control 8778558 MW CHK IS OH 1715162-62000 80.0000164246 04/17/2025 V004361 M Pino & Associates Inc 4306 MW CHK IS OH 1103120-60480 4,426.0000164247 04/17/2025 V000624 Laura C Maasberg 0922LM MW CHK IS OH 1715144-63240 268.8000164248 04/17/2025 V005969 Melecia Price MPRICE0425 MW CHK IS OH 1800050-60880 218.02 0226-2025 MW CHK IS OH 1715162-61960 305.000321-2025 MW CHK IS OH 1715162-61960 400.00 1330000-20060 (1,874.60)1337500-70000 37,492.052190000-20060 (614.76)2197500-70000 12,295.202210000-20060 (2,218.72)2217500-70000 44,374.415760000-20060 (1,508.15)5767500-70000 30,163.00 00164251 04/17/2025 V005209 Murrieta Automotive Company 95163 MW CHK IS OH 1101600-60480 1,012.1100164252 04/17/2025 V004471 Omega Print 42028 MW CHK IS OH 1104140-62720 125.06 $118,108.43
$1,012.11
$125.06
$2,250.00
$80.00
$4,426.00
$268.80$218.02
00164249 04/17/2025 V003191 Mike Gara Painting
$705.00
00164250 04/17/2025 V005831 Millsten Enterprises Inc 13735 MW CHK IS OH $5,940.99
$12,061.00
00164243 04/17/2025 V005301 Kingdom Cause Inc
$68,866.72
00164244 04/17/2025 V000600 Laurie Levine 0325-10041 MW CHK IS OH $750.00$732.62$122.00
00164239 04/17/2025 V002821 Frontier California Inc
$1,669.91
00164240 04/17/2025 V005880 Hazzard Backflow Inc
$663.90
$10,000.00
$633.70$732.64
00164235 04/17/2025 V005893 Deark E&C Inc 10041-4 MW CHK IS OH $866,323.61
196
GP0225R MW CHK IS OH 1715144-63240 1,383.90
GP0325R MW CHK IS OH 1715144-63240 1,562.40132282480 MW CHK IS OH 1715120-63800 56.61132291879 MW CHK IS OH 1715120-63800 56.61132303497 MW CHK IS OH 1715120-63800 56.61132304673 MW CHK IS OH 1715120-63800 56.61132309481 MW CHK IS OH 1106145-63800 79.19SOL-10761-130 MW CHK IS OH 1103120-64520 3,344.97SOL-10832-130 MW CHK IS OH 1106155-64520 7,778.42 00164256 04/17/2025 V000806 R J Noble Company 258474 MW CHK IS OH 3060060-64040 1,141.61 404422 MW CHK IS OH 1810050-61910 285.90412976 MW CHK IS OH 2120050-61910 16.40416118 MW CHK IS OH 1715162-61910 398.18416119 MW CHK IS OH 2120050-61910 565.09IN-0000104225 MW CHK IS OH 1103120-62220 7,187.35IN-0000108274 MW CHK IS OH 1103120-62220 6,970.60 00164259 04/17/2025 V000965 Shred-It 8009873388 MW CHK IS OH 1102400-60480 155.90 1085085 03/25 MW CHK IS OH 1800050-64520 692.543933915 04/25 MW CHK IS OH 3060060-64560 67.43 1106150-64560 4,284.681810050-64560 1,513.771820050-64560 3,361.421830050-64560 306.551840050-64560 1,133.101850050-64560 307.481860050-64560 134.831880050-64560 528.931890050-64560 250.282000050-64560 484.112020050-64560 184.032030050-64560 20.272040050-64560 164.672050050-64560 131.752060050-64560 114.012070050-64560 114.252080050-64560 281.212090050-64560 62.212100050-64560 384.182110050-64560 241.822120050-64560 589.142130050-64560 187.452140050-64560 111.732150050-64560 17.192160050-64560 267.792170050-64560 85.662180050-64560 98.812190050-64560 187.452200050-64560 94.502210050-64560 307.032220050-64560 8.572230050-64560 135.322240050-64560 45.12 $14,157.95
$155.90
00164260 04/17/2025 V000946 Southern CA Edison Company
6718878 04/25 MW CHK IS OH
00164255 04/17/2025 V004702 PV Capital Ventures LLC
$11,123.39
$1,141.61
00164257 04/17/2025 V000840 Rightway Portable Toilets
$1,265.57
00164258 04/17/2025 V004734 SC Fuels00164253 04/17/2025 V000763 Gustavo A Poletti $2,946.30
00164254 04/17/2025 V002755 Prudential Overall Supply
$305.63
197
2250050-64560 80.70
2260050-64560 32.142270050-64560 72.152280050-64560 25.313060060-64560 16,067.56 00164261 04/17/2025 V000978 Superior Pavement Markings Inc 20314 MW CHK IS OH 3060060-60680 11,901.0500164262 04/17/2025 V004009 T-Mobile USA Inc 994368353 03/25 MW CHK IS OH 1513520-64640 965.6500164263 04/17/2025 V005638 The Alchemy Group Inc MURRIETA-302025 MW CHK IS OH 1101600-60480 5,000.00 INV104013 MW CHK IS OH 1102200-63640 325.00INV104020 MW CHK IS OH 1103120-60480 1,300.00 1101400-62680 9.061102200-62680 50.251102400-62680 34.861102600-62680 665.101103120-62680 209.271104100-62680 0.691104140-62680 211.931104400-62680 237.491104600-62680 13.801513520-62680 794.44 0011725693 MW CHK IS OH 1102400-60040 268.520011727901 MW CHK IS OH 1102400-60040 243.070011728595 MW CHK IS OH 1102400-60040 211.2648973080 MW CHK IS OH 1103120-62200 1,783.4548978085 MW CHK IS OH 1103120-62200 961.10 1100000-20085 60,055.471102600-43414 (600.55)
00164269 04/17/2025 V004568 TransUnion Risk and Alternative Data Solutions Inc 913081-202503-1 MW CHK IS OH 1103180-60480 606.2000164270 04/17/2025 V001040 U S Bank National Association 7687363 MW CHK IS OH 6559200-61040 2,800.00 68067 MW CHK IS OH 1103120-62200 65.0068080 MW CHK IS OH 1103120-62200 65.0068185 MW CHK IS OH 1103120-62200 65.005560653546 MW CHK IS OH 1103160-63960 241.155560653549 MW CHK IS OH 1103160-63960 30.7566276488 MW CHK IS OH 7268340-64640 83.1966399247 MW CHK IS OH 7268340-64640 0.8566399248 MW CHK IS OH 7268340-64640 1.1366399249 MW CHK IS OH 7268340-64640 0.5666399250 MW CHK IS OH 7268340-64640 47.556109639820 MW CHK IS OH 1715120-64640 1,107.226109639822 MW CHK IS OH 1106120-64640 143.176109639824 MW CHK IS OH 1104140-64640 680.196109639828 MW CHK IS OH 1102400-64640 40.046110172643 MW CHK IS OH 7268340-64480 100.07 00164273 04/17/2025 V001071 Verizon Business Serv
$133.28
00164274 04/17/2025 V002822 Verizon Wireless
$2,070.69
$59,454.92
$606.20
$2,800.00
00164271 04/17/2025 V001057 United Towing Services Inc
$195.00
00164272 04/17/2025 V004189 VCA Animal Hospitals Inc
$271.90
$2,226.89
00164266 04/17/2025 V004715 The Press Enterprise
$722.85
00164267 04/17/2025 V004736 TireHub LLC
$2,744.55
00164268 04/17/2025 V004209 Tour Murrieta FEB25MTBID MW CHK IS OH $965.65
$5,000.00
00164264 04/17/2025 V003441 The Counseling Team International $1,625.00
00164265 04/17/2025 V000759 The Pitney Bowes Reserve Account MAR2025PITNEY MW CHK IS OH $33,177.14$11,901.05
198
2000050-60480 423.62
2020050-60480 285.612030050-60480 221.422040050-60480 275.752050050-60480 252.952060050-60480 251.792070050-60480 257.302080050-60480 217.972090050-60480 235.002100050-60480 410.942110050-60480 291.382120050-60480 678.622130050-60480 335.602140050-60480 283.182150050-60480 391.982160050-60480 442.462170050-60480 264.622180050-60480 244.872190050-60480 324.572200050-60480 247.562210050-60480 373.772220050-60480 232.192230050-60480 261.142240050-60480 214.112250050-60480 209.792260050-60480 210.662270050-60480 208.602280050-60480 199.042290050-60480 165.292310050-60480 171.56 010-62015 MW CHK IS OH 1800050-60480 2,721.02
00164276 04/17/2025 V005237 Hollis J Wood HW0325 MW CHK IS OH 1715144-63240 588.00 000023299735 MW CHK IS OH 7268340-64640 0.29000023329602 MW CHK IS OH 7268340-64640 605.17000023330167 MW CHK IS OH 7268340-64640 470.73000023330338 MW CHK IS OH 7268340-64640 165.96000023330340 MW CHK IS OH 7268340-64640 165.960000233330342 MW CHK IS OH 7268340-64640 165.96000023342695 MW CHK IS OH 7268340-64640 0.1496582 MW CHK IS OH 1103120-62200 210.0096795 MW CHK IS OH 1103120-62200 848.7196823 MW CHK IS OH 1103120-62200 1,453.7396840 MW CHK IS OH 1103120-62200 68.8496850 MW CHK IS OH 1103120-62200 104.3896875 MW CHK IS OH 1103120-62200 455.0996899 MW CHK IS OH 1103120-62200 75.895515625205 MW CHK IS OH 1513520-60480 78.245515625423 MW CHK IS OH 1513520-60480 197.665515625569 MW CHK IS OH 1513520-60480 331.245515625902 MW CHK IS OH 1513520-60480 135.59 00164280 04/24/2025 V000073 Alliance Propane Inc 34508 MW CHK IS OH 1513580-64600 610.01 3046752 MW CHK IS OH 1513520-63360 1,925.003050531 MW CHK IS OH 7018100-61800 319.00 $742.73$610.01
00164281 04/24/2025 V003799 Alliant Insurance Services
$11,304.36
$588.00
00164277 04/24/2025 V000020 A T & T
$1,574.21
00164278 04/24/2025 V000051 Affordable Automotive Repair Inc $3,216.64
00164279 04/24/2025 V003581 Airgas USA LLC00164275 04/17/2025 V001128 Willdan Financial Services 010-62014 MW CHK IS OH 199
95775 MW CHK IS OH 1715120-64040 73.95
95898 MW CHK IS OH 1800050-61960 195.7595938 MW CHK IS OH 3060060-64040 636.19 00164283 04/24/2025 V000076 AllStar Fire Equipment Inc 250414 MW CHK IS OH 1113520-60880 3,535.61 13565 MW CHK IS OH 1513520-62440 277.3113573 MW CHK IS OH 1513520-64080 27.19 1337500-70000 191.502197500-70000 2,015.005767500-70000 3,018.50 00164286 04/24/2025 V005505 Antara Inc 1600600 MW CHK IS OH 2120050-61960 4,774.1300164287 04/24/2025 V005191 AT&T Mobility 76X04102025 MW CHK IS OH 1513520-64640 123.72 85710346 MW CHK IS OH 1513520-64175 50.6885737969 MW CHK IS OH 1513520-64175 104.22 00164289 04/24/2025 V005673 Brady Industries of California LLC 9983388 MW CHK IS OH 1103120-64040 45.72 B6955644 MW CHK IS OH 3115900-62920 79.36B6957186 MW CHK IS OH 3115900-62920 124.27B6961832 MW CHK IS OH 3115900-62920 111.98B6963649 MW CHK IS OH 3115900-62920 139.90B6964907 MW CHK IS OH 3115900-62920 171.53B6966986 MW CHK IS OH 3115900-62920 142.71B6968024 MW CHK IS OH 3115900-62920 223.17 00164291 04/24/2025 V005358 Jeff Bruns 04182025JB MW CHK IS OH 1513590-64360 184.2500164292 04/24/2025 V000176 Busy Bee Electrical Enterprise 27494 MW CHK IS OH 1715162-61960 559.0000164293 04/24/2025 V005939 Busy Bees Locks & Keys Inc 91163852-2 MW CHK IS OH 1715162-61960 172.9400164294 04/24/2025 V000203 California Oaks Car Wash 1369 MW CHK IS OH 1715120-62200 17.0000164295 04/24/2025 V004858 California Youth Spirit Corp 1-2025 MW CHK IS OH 1715144-63240 4,284.0000164296 04/24/2025 V005693 Capital Construction Inc 2260 MW CHK IS OH 1113580-62000 2,016.54 1102600-61480 4,059.111180030-61480 3.621270060-61480 65.051280060-61480 267.721290060-61480 12.241300060-61480 52.671310060-61480 46.511320060-61480 55.991330060-61480 193.521340060-61480 162.091350060-61480 339.921360060-61480 110.661370060-61480 58.501380060-61480 339.801400060-61480 6.371410060-61480 8.29 $184.25$559.00$172.94
$17.00
$4,284.00$2,016.54
00164297 04/24/2025 V004972 Chandler Asset Management Inc. 2503MURRIETA MW CHK IS OH $4,774.13
$123.72
00164288 04/24/2025 V004748 Bound Tree Medical
$154.90
$45.72
00164290 04/24/2025 V003637 Brodart Co
$992.92
00164284 04/24/2025 V005121 American Eagle Trophies
$304.50
00164285 04/24/2025 V005287 Anser Advisory Management LLC 31721 MW CHK IS OH $5,225.00$2,244.00
00164282 04/24/2025 V000075 Allied Traffic & Eqt Rentals $905.89
$3,535.61
200
1513520-61480 85.81
1715162-61480 40.022000050-61480 1.432020050-61480 2.242030050-61480 0.272040050-61480 3.592050050-61480 0.112060050-61480 1.912070050-61480 0.582080050-61480 4.252090050-61480 0.672120050-61480 39.352130050-61480 0.032140050-61480 0.992150050-61480 0.372160050-61480 11.482170050-61480 3.682180050-61480 2.572190050-61480 6.892200050-61480 5.932210050-61480 15.482220050-61480 0.212230050-61480 8.282240050-61480 0.122250050-61480 16.342260050-61480 0.782270050-61480 8.172280050-61480 0.472290050-61480 0.353020060-61480 370.533060060-61480 334.943070060-61480 174.493115900-61480 60.923160060-61480 130.733190060-61480 0.103220040-61480 30.213230040-61480 61.513360060-61480 24.133380010-61480 4.243530050-61480 8.303613120-61480 0.023740010-61480 293.554020030-61480 3.164110030-61480 4.784316120-61480 37.545020060-61480 4.965110040-61480 11.015130040-61480 57.135510060-61480 180.657156160-61480 33.697268340-61480 95.328100050-61480 15.69 5246396105 MW CHK IS OH 7018100-62440 15.555249958810 MW CHK IS OH 7018100-62440 27.155251806002 MW CHK IS OH 7018100-62440 679.635254790805 MW CHK IS OH 7018100-62440 217.915255792306 MW CHK IS OH 7018100-62440 25.755259266406 MW CHK IS OH 7018100-62440 123.84 $7,982.03
00164298 04/24/2025 V004772 Cintas First Aid
201
5260646007 MW CHK IS OH 7018100-62440 38.88
5263687003 MW CHK IS OH 7018100-62440 205.575263687004 MW CHK IS OH 7018100-62440 182.065263687006 MW CHK IS OH 7018100-62440 19.38 00164299 04/24/2025 T03214 Community Outreach Ministry 166978 MW CHK IS OH 3110000-23300 300.0000164300 04/24/2025 V005930 CPR1 LLC 22071 MW CHK IS OH 1103120-71060 16,251.6000164301 04/24/2025 V005398 Kristen Crane KCRANE0410 MW CHK IS OH 1101600-62720 213.1500164302 04/24/2025 V005294 Crisp Imaging 599087 MW CHK IS OH 1337500-71150 103.36 1454447 MW CHK IS OH 1513580-62000 56.241454448 MW CHK IS OH 1513580-62000 58.261454449 MW CHK IS OH 1513580-62000 58.261454660 MW CHK IS OH 1513580-62000 46.641454661 MW CHK IS OH 1513580-62000 46.64167267 MW CHK IS OH 1117500-70000 1,170.00167269 MW CHK IS OH 1337500-60480 1,730.00 00164305 04/24/2025 V000337 Data Ticket Inc 177406 MW CHK IS OH 1104140-60480 617.63 111076 MW CHK IS OH 2210050-62040 139.54111077 MW CHK IS OH 1820050-62040 3,388.01111078 MW CHK IS OH 1840050-62040 226.98111079 MW CHK IS OH 1840050-62040 273.92I177769 MW CHK IS OH 1715162-62000 115.00I184640 MW CHK IS OH 1513580-62000 1,255.00 00164308 04/24/2025 V005127 Fakih Bros LLC 2216710 MW CHK IS OH 1113580-62000 6,563.0000164309 04/24/2025 V004853 Forensic Nurses of SoCal Inc 2789 MW CHK IS OH 1103180-60480 1,200.00 304-2854 4/25 MW CHK IS OH 7268340-64640 150.71461-2615 4/25 MW CHK IS OH 7268340-64640 86.45461-4354 4/25 MW CHK IS OH 7268340-64640 520.03677-7095 4/25 MW CHK IS OH 7268340-64640 76.67698-1294 4/25 MW CHK IS OH 7268340-64640 76.67698-6230 4/25 MW CHK IS OH 7268340-64640 59.26894-1564 4/25 MW CHK IS OH 7268340-64640 90.82894-1899 4/25 MW CHK IS OH 7268340-64480 335.35894-5110 4/25 MW CHK IS OH 7268340-64640 458.31 00164311 04/24/2025 V003380 Glenn Lukos Associates Inc 37719 MW CHK IS OH 1101600-60320 370.0000164312 04/24/2025 V004829 Golden Office Trailers INV-00446970 MW CHK IS OH 1715144-63240 2,089.4600164313 04/24/2025 V005976 Good Games & Work Inc 2072 MW CHK IS OH 1513520-63360 3,972.00 A-32025 MW CHK IS OH 1715144-63240 1,472.00F-32025 MW CHK IS OH 1715144-63240 2,145.5041851 MW CHK IS OH 1715120-61960 1,053.1542264 MW CHK IS OH 1715120-61960 810.0042464 MW CHK IS OH 1715120-61960 180.00 00164314 04/24/2025 V004973 Gryphon Fitness Studio LLC
$3,617.50
00164315 04/24/2025 V005880 Hazzard Backflow Inc
$2,043.15$1,370.00$6,563.00$1,200.00
00164310 04/24/2025 V002821 Frontier California Inc
$1,854.27
$370.00
$2,089.46$3,972.00
$266.04
00164304 04/24/2025 V005821 Cumming Management Group Inc $2,900.00
$617.63
00164306 04/24/2025 V000402 Excel Landscape Inc
$4,028.45
00164307 04/24/2025 V004127 Express Plumbing
$1,535.72
$300.00
$16,251.60
$213.15$103.36
00164303 04/24/2025 V000314 Culligan of Ontario
202
1102100-60480 212.80
1104600-60480 1,170.401102100-60480 212.801104600-60480 1,170.40 00164317 04/24/2025 V005784 Impact Marketing & Design Inc IN25-01050 MW CHK IS OH 1104100-62976 818.6200164318 04/24/2025 V004641 Impact Southwest Riverside County 1276 MW CHK IS OH 1104100-63121 1,000.00 25-801807 MW CHK IS OH 1113580-62000 964.0025-801808 MW CHK IS OH 1113580-62000 957.0025-801814 MW CHK IS OH 1113580-62000 2,238.9287306720 MW CHK IS OH 3115900-62920 108.2887371419 MW CHK IS OH 3115900-62920 310.5187418334 MW CHK IS OH 3115900-62920 166.5287440249 MW CHK IS OH 3115900-62920 (124.68) 00164321 04/24/2025 V003868 Interwest Consulting Group 1554781 MW CHK IS OH 1104600-60480 9,595.0000164322 04/24/2025 V005703 Justin Bishop 3129 MW CHK IS OH 1103120-62000 1,390.6600164323 04/24/2025 T04015 Kelly Trotter & Franzen MR23-0421 MW CHK IS OH 1103180-43625 275.0000164324 04/24/2025 V005974 Level Up Print LLC 1954 MW CHK IS OH 1105000-63360 3,981.35 8815066 MW CHK IS OH 1715144-62000 61.008816136 MW CHK IS OH 1715162-62000 30.008816137 MW CHK IS OH 1715144-62000 65.008822688 MW CHK IS OH 1106155-62000 46.008823616 MW CHK IS OH 1106155-62000 95.008823633 MW CHK IS OH 1106155-62000 150.00 00164326 04/24/2025 V000582 LN Curtis & Sons INV939024 MW CHK IS OH 1513520-60880 2,509.9500164327 04/24/2025 V000608 Logo Joes LLC 42809 MW CHK IS OH 1513520-62440 632.9300164328 04/24/2025 V005879 Melody R Harrison BRDB-102024 MW CHK IS OH 1715144-63240 358.40 1300115 MW CHK IS OH 7018100-61860 118.001300116 MW CHK IS OH 7018100-61860 678.501300117 MW CHK IS OH 7018100-61860 354.001300876 MW CHK IS OH 7018100-61860 501.50 00164330 04/24/2025 V003191 Mike Gara Painting 0401-2025 MW CHK IS OH 1715162-61960 400.0000164331 04/24/2025 V005696 Monument Row 3292 MW CHK IS OH 1317500-70000 1,117.5000164332 04/24/2025 V000668 Motorola Solutions Inc 8330301806 MW CHK IS OH 1513520-62120 676.6400164333 04/24/2025 V003502 Murrieta Auto Collision 15071 MW CHK IS OH 7018100-61870 21,989.65 42406 MW CHK IS OH 3115900-62720 157.6942686 MW CHK IS OH 1102200-64080 152.25 00164335 04/24/2025 V002755 Prudential Overall Supply 132310620 MW CHK IS OH 1106145-63800 78.98 3028416 04/25 MW CHK IS OH 1715162-64660 37.703028630 04/25 MW CHK IS OH 2120050-64660 67.15 $309.94
$78.98
00164336 04/24/2025 V000817 Rancho California Water District $358.40
00164329 04/24/2025 V005837 Michael Sullivan & Associates LLP $1,652.00
$400.00
$1,117.50
$676.64
$21,989.65
00164334 04/24/2025 V004471 Omega Print
$9,595.00$1,390.66
$275.00
$3,981.35
00164325 04/24/2025 V000606 Lloyd Pest Control
$447.00
$2,509.95
$632.93
$2,766.40
$818.62
$1,000.00
00164319 04/24/2025 V004886 Industrial Door Group Inc
$4,159.92
00164320 04/24/2025 V003632 Ingram Library Services Inc $460.63
00164316 04/24/2025 V003934 Howroyd Wright Employment Agency Inc 01-7071608 MW CHK IS OH 01-7078053 MW CHK IS OH
203
3028642 04/25 MW CHK IS OH 2120050-64660 55.67
3028810 04/25 MW CHK IS OH 2120050-64660 67.153028891 04/25 MW CHK IS OH 2120050-64660 102.303028894 04/25 MW CHK IS OH 2120050-64660 102.303029151 04/25 MW CHK IS OH 2120050-64660 67.153029152 04/25 MW CHK IS OH 2120050-64660 67.153029153 04/25 MW CHK IS OH 2120050-64660 253.333029389 04/25 MW CHK IS OH 2120050-64660 119.513029390 04/25 MW CHK IS OH 2120050-64660 163.493029391 04/25 MW CHK IS OH 2120050-64660 117.183029527 04/25 MW CHK IS OH 2120050-64660 67.153029528 04/25 MW CHK IS OH 2120050-64660 37.703029700 04/25 MW CHK IS OH 2120050-64660 37.703029701 04/25 MW CHK IS OH 2120050-64660 25.653029831 04/25 MW CHK IS OH 2120050-64660 37.703029988 04/25 MW CHK IS OH 2120050-64660 67.153029989 04/25 MW CHK IS OH 2120050-64660 67.153030153 04/25 MW CHK IS OH 2120050-64660 37.703030340 04/25 MW CHK IS OH 2040050-64660 102.303030341 04/25 MW CHK IS OH 2040050-64660 67.153030353 04/25 MW CHK IS OH 2040050-64660 102.303030509 04/25 MW CHK IS OH 2040050-64660 102.303030624 04/25 MW CHK IS OH 2120050-64660 37.703030927 04/25 MW CHK IS OH 2120050-64660 37.703054003 04/25 MW CHK IS OH 1513580-64660 77.783054004 04/25 MW CHK IS OH 1513580-64660 54.77413259 MW CHK IS OH 1715162-61910 398.18413262 MW CHK IS OH 1810050-61910 283.09415826 MW CHK IS OH 2120050-61910 7.92418746 MW CHK IS OH 1810050-61910 8.66 00164338 04/24/2025 V003095 Riverside County PE0000002551 MW CHK IS OH 1113520-60480 4,771.8000164339 04/24/2025 V003095 Riverside County PE0000002550 MW CHK IS OH 1103120-60480 17,138.8000164340 04/24/2025 V000857 Riverside County-Auditor Controller MAR25FEEFIN MW CHK IS OH 1103160-45501 1,359.5000164341 04/24/2025 V005278 RMG Communications 1989 MW CHK IS OH 1101600-60480 10,522.5000164342 04/24/2025 V005975 Rotoco LLC 1675832654 MW CHK IS OH 1800050-61960 7,425.00 IN-0000101384 MW CHK IS OH 1513520-62220 1,702.42IN-0000102293 MW CHK IS OH 1513520-62220 1,780.46IN-0000106961 MW CHK IS OH 1513520-62220 2,453.64IN-0000111988 MW CHK IS OH 1513520-62220 1,998.89IN-0000112883 MW CHK IS OH 1103120-62220 8,207.70 00164344 04/24/2025 V005309 Sectran Security Inc 25041366 MW CHK IS OH 1102600-60480 813.1600164345 04/24/2025 V005194 SHI International Corp B19388462 MW CHK IS OH 7268340-62160 16.4700164346 04/24/2025 V000965 Shred-It 8010548554 MW CHK IS OH 1103120-60480 484.16 INV-40168 MW CHK IS OH 1104400-60040 239.85INV-40183 MW CHK IS OH 1513520-60880 79.21 00164348 04/24/2025 V000947 Southern CA Edison 9405736 04/25 MW CHK IS OH 1715162-64520 702.59 $484.16
00164347 04/24/2025 V000929 Signs By Tomorrow
$319.06$702.59
$17,138.80
$1,359.50
$10,522.50
$7,425.00
00164343 04/24/2025 V004734 SC Fuels
$16,143.11
$813.16
$16.47
$2,179.98
00164337 04/24/2025 V000840 Rightway Portable Toilets
$697.85
$4,771.80
204
1006988 04/25 MW CHK IS OH 3060060-64560 9,066.13
1513520-64520 929.211513580-64520 929.21
5585422 04/25 MW CHK IS OH 1513580-64520 1,545.765926172 04/25 MW CHK IS OH 1106155-64520 8,806.277475262 04/25 MW CHK IS OH 1106155-64520 3,588.259857352 04/25 MW CHK IS OH 1101600-64520 749.18 00164350 04/24/2025 V005957 Southern Tire Mart LLC 7050125736 MW CHK IS OH 1106160-62200 372.4000164351 04/24/2025 V000948 Southland Aquatic Management LLC 0425-075 MW CHK IS OH 2120050-61960 135.0000164352 04/24/2025 V003753 Southstar Engineering & Consulting Inc COM1-215-19 MW CHK IS OH 1287500-60480 23,808.0000164353 04/24/2025 V000194 State of California DOJ 807963 MW CHK IS OH 1102200-63640 352.0000164354 04/24/2025 V005534 Robert Steinbauer 04182025RS MW CHK IS OH 1513590-64360 184.2500164355 04/24/2025 V005074 Stop Stick Ltd 0037798-IN MW CHK IS OH 1103120-71060 4,460.3000164356 04/24/2025 V000160 Sunshine Water Softeners and More 915580 04/25 MW CHK IS OH 1513520-62000 49.50 088319 MW CHK IS OH 1715120-63920 766.20088794 MW CHK IS OH 3115900-64000 621.67088794-01 MW CHK IS OH 3115900-64000 215.44088924 MW CHK IS OH 1103120-64040 102.95956154857 MW CHK IS OH 1103180-63400 165.00956154857C MW CHK IS OH 1103180-63400 (165.00)9602048724 MW CHK IS OH 1103180-63400 165.00 00164359 04/24/2025 V003959 TASC IN3410246 MW CHK IS OH 1102200-60480 1,276.7400164360 04/24/2025 V005503 Team California Economic Development 4061 MW CHK IS OH 1104100-62976 500.00 24-C1602 MW CHK IS OH 1715120-62440 228.3825-0429 MW CHK IS OH 1715120-62440 224.8525-0515 MW CHK IS OH 1715120-62440 685.1325-0516 MW CHK IS OH 1715120-62440 570.94 00164362 04/24/2025 V004715 The Press Enterprise 0011720881 MW CHK IS OH 1104400-60040 423.00 1103130-60480 734.007268340-64640 867.79
INV-5160635 MW CHK IS OH 1715120-61910 613.14INV-5226539 MW CHK IS OH 1715120-61910 592.096109639826 MW CHK IS OH 1104100-63880 60.076109639827 MW CHK IS OH 1104400-64600 41.576109892205 MW CHK IS OH 1513520-64640 90.36 00164366 04/24/2025 V005936 Vince Kulow 2025-0001 MW CHK IS OH 1113580-62000 8,575.00 226792 MW CHK IS OH 1800050-62040 2,575.00226793 MW CHK IS OH 1820050-62040 927.00226794 MW CHK IS OH 2120050-62040 19,467.10226830 MW CHK IS OH 2130050-62040 738.45227662 MW CHK IS OH 2120050-62040 23,907.55 $1,205.23
00164365 04/24/2025 V002822 Verizon Wireless
$192.00
$8,575.00
00164367 04/24/2025 V001109 West Coast Arborists Inc
$423.00
00164363 04/24/2025 V004978 TPx Communications 185183455-0 MW CHK IS OH $1,601.79
00164364 04/24/2025 V001056 United Site Services of CA Inc $1,706.26
00164358 04/24/2025 V004009 T-Mobile USA Inc
$165.00
$1,276.74
$500.00
00164361 04/24/2025 V003671 Temeka Advertising Inc
$1,709.30
$25,614.01
$372.40$135.00
$23,808.00
$352.00$184.25
$4,460.30
$49.50
00164357 04/24/2025 V004678 Supply Solutions00164349 04/24/2025 V000946 Southern CA Edison Company 2306832 03/25 MW CHK IS OH
205
227664 MW CHK IS OH 1800050-62040 3,201.00
27249 MW CHK IS OH 1513520-62860 4,989.6927250 MW CHK IS OH 1513520-62860 300.00 00164369 04/24/2025 V004544 ZF Signature Inc 2025-1 MW CHK IS OH 1513520-60480 3,375.00 1100000-21270 1,788.401100000-21370 23,274.451110000-21370 6,259.401510000-21370 6,312.001710000-21370 2,209.203060000-21370 1,120.383110000-21370 1,472.804110000-21370 64.177010000-21370 315.607260000-21370 1,157.201100000-21270 671.801100000-21730 8,659.971110000-21730 2,310.751510000-21730 2,370.001710000-21730 829.503060000-21730 420.683110000-21730 553.004110000-21730 24.107010000-21730 118.507260000-21730 434.501110000-21655 192.001510000-21655 704.001100000-21655 4.041110000-21655 159.071510000-21655 592.891100000-21655 1,560.001110000-21655 351.001100000-21655 1,007.321110000-21655 198.181190000-21655 7.273550000-21655 2.733580000-21655 9.50 00164373 04/24/2025 V004779 Kaylee Larsen ADPP-MAY25-LARSE MW CHK IS OH 7018100-61860 4,841.0000164374 04/24/2025 V004287 Lori Moss MOSS/MAY 25 MW CHK IS OH 1101400-53100 695.0000164375 04/24/2025 V005134 Zach Schumaker ADPP/SCHU-MAY25 MW CHK IS OH 7018100-61860 5,106.00 1100000-21600 127.331110000-21600 64.671710000-21600 120.003110000-21600 101.471100000-21600 607.401110000-21600 308.491710000-21600 572.783110000-21600 811.91 00164377 04/24/2025 V001077 Judith Vierstra VIERSTRA/MAY25 MW CHK IS OH 1513520-53100 1,808.31 $2,714.05$1,808.31$3,136.00$4,841.00
$695.00
$5,106.00
00164376 04/24/2025 V003638 U.S. Bank Trustee For PARS/ARS 6746022400 1401/2501070 MW CHK IS OH 2401/2501070 MW CHK IS OH
$1,652.00
00164372 04/24/2025 V000201 California Law Enforcement Assoc 1132/2501070 MW CHK IS OH 2132/2501070 MW CHK IS OH
$60,366.40
00164371 04/24/2025 V000184 CA Assoc of Prof Firefighters 1130/2501070 MW CHK IS OH 2130/2501070 MW CHK IS OH
$5,289.69$3,375.00
00164370 04/24/2025 V005319 Benefit Coordinators Corporation BCC 1115/2501070 MW CHK IS OH 1125/2501070 MW CHK IS OH
$50,816.10
00164368 04/24/2025 V003920 Willies Reliable Meat Co
206
1110000-21303 1,200.00
1510000-21303 4,400.001110000-21304 1,200.001510000-21304 4,400.00 00164379 04/24/2025 V003089 Garrick Eyman EYMANREISSUE MW CHK IS OH 1510000-21740 3,519.62 1100000-21510 1,196.871102600-53000 0.581110000-21510 315.211190000-21510 3.811510000-21510 286.641710000-21510 87.293060000-21510 41.563110000-21510 32.883550000-21510 2.593580000-21510 8.027010000-21510 5.501100000-21510 276.981102600-53000 0.301110000-21510 67.151190000-21510 0.781510000-21510 186.221710000-21510 118.783060000-21510 8.803110000-21510 18.983550000-21510 1.053580000-21510 1.807010000-21510 4.241100000-21510 28.421102600-53000 (1.18)1110000-21510 2.241190000-21510 0.191510000-21510 10.863110000-21510 6.003550000-21510 0.093580000-21510 0.107010000-21510 1.601100000-21510 156.141102600-53000 (1.75)1110000-21510 67.661190000-21510 0.441510000-21510 47.541710000-21510 9.443060000-21510 6.483110000-21510 2.423550000-21510 0.233580000-21510 1.917010000-21510 1.741100000-21510 37.021102600-53000 0.721110000-21510 8.091510000-21510 27.081710000-21510 3.483060000-21510 2.803110000-21510 0.323550000-21510 0.413580000-21510 0.587010000-21510 0.88 2246/2501060-SUP MW CHK IS OH
$11,200.00
$3,519.62
00164380 04/29/2025 V005319 Benefit Coordinators Corporation BCC 2237/2501060-SUP MW CHK IS OH 2238/2501060-SUP MW CHK IS OH2239/2501060-SUP MW CHK IS OH2245/2501060-SUP MW CHK IS OH 00164378 04/24/2025 V005865 Washington State Council of Fire Fighters 1184/2501070 MW CHK IS OH 2184/2501070 MW CHK IS OH
207
1100000-21510 4.06
1102600-53000 0.181510000-21510 1.703110000-21510 0.683550000-21510 0.013580000-21510 0.037010000-21510 0.34 Issued: 765 $3,935,485.96 Issued: 765 $3,935,485.96
Reversed: 2 $2,946.30 Reversed: 2 $2,946.30
AP - Total $3,938,432.26 AP - Total $3,938,432.26
Issued: 765 $3,935,485.96 Issued: 765 $3,935,485.96
Reversed: 2 $2,946.30 Reversed: 2 $2,946.30
Summary Total $3,938,432.26 Summary Total $3,938,432.26 User Name: CITYHALL\MMatula
2247/2501060-SUP MW CHK IS OH
$3,094.98
208
Check Issue Date Payee ID Payee Name Reference 2nd Ref Cancel Date Check Type Doc Type Status Subsystem 09002004 04/07/2025 V000444 The Gas Company GAS5447MAR25 HW CHK IS TR 1715144-64600 488.5009002005 04/07/2025 V000444 The Gas Company GAS5289MAR25 HW CHK IS TR 1715144-64600 74.8309002006 04/07/2025 V000444 The Gas Company GAS5294MAR25 HW CHK IS TR 1715144-64600 528.5309002007 04/04/2025 V000444 The Gas Company 087 1992 03/25 HW CHK IS TR 1513580-64600 34.7909002009 04/07/2025 V000444 The Gas Company 324 5200 03/25 HW CHK IS TR 1513580-64600 79.2809002010 04/07/2025 V000444 The Gas Company GAS4369APR25 HW CHK IS TR 3115900-64600 1,054.8209002011 04/07/2025 V000444 The Gas Company 679 6404 03/25 HW CHK IS TR 1103120-64600 408.4309002012 04/07/2025 V000444 The Gas Company 686 1636 03/25 HW CHK IS TR 1103120-64600 28.1309002013 04/07/2025 V000444 The Gas Company GAS3990MAR25 HW CHK IS TR 1106155-64600 1,221.1509002014 04/07/2025 V000444 The Gas Company GAS3894MAR25 HW CHK IS TR 1101600-64600 28.13 1100000-21255 27,872.831110000-21255 1,657.351510000-21255 9,425.731710000-21255 638.523110000-21255 1,490.477010000-21255 37.507260000-21255 237.95 09002026 04/02/2025 V000827 Western Riverside Co Regional Conservation Auth M1689 HW CHK IS TR 1101600-61680 611.58 09002028 04/07/2025 V001115 Western Municipal Water Dist ARPA040725 HW CHK IS TR 3740010-62360 5,954,206.2509002029 04/03/2025 V003135 Fidelity National Title Insurance Company ESCROW2500282 HW CHK IS TR 1101600-61440 3,049.2009002030 04/03/2025 V003135 Fidelity National Title Insurance Company ESCROW2500295 HW CHK IS TR 1101600-61440 992,037.50 1100000-21255 23,672.561110000-21255 2,346.051510000-21255 3,377.161710000-21255 1,147.123060000-21255 657.303110000-21255 1,483.907010000-21255 338.707260000-21255 188.00 09002042 04/08/2025 V000444 The Gas Company GAS8542MAR25 HW CHK IS TR 1715144-64600 767.5309002043 04/18/2025 V000444 The Gas Company 024 2900 03/25 HW CHK IS TR 1513580-64600 231.7709002044 04/08/2025 V000444 The Gas Company 924 7000 03/25 HW CHK IS TR 1513580-64600 258.4609002045 04/07/2025 V000444 The Gas Company 624 5200 03/25 HW CHK IS TR 1513580-64600 14.7909002046 04/08/2025 V000444 The Gas Company GAS5700MAR25 HW CHK IS TR 1106155-64600 621.94 $14.79
TR
$33,210.79
$767.53$231.77$258.46
09002041 04/17/2025 V003959 TASC TASC/2501080 HW CHK IS $41,360.35
$611.58
$5,954,206.25
$3,049.20
$992,037.50
$1,221.15
$28.13
09002025 04/03/2025 V003959 TASC TASC/2501070 HW CHK IS TR $34.79$79.28
$1,054.82
$408.43
$28.13
Bank ID: AP -
Account Check Amount
$488.50
$74.83
$528.53
City of Murrieta
FEAP004 Consolidated Check Register by Bank
Detail
Check Dates Between Apr 1, 2025 and Apr 30, 2025
Bank(s): , EF - EF Checking Account
Status(es): IS - Issued
Check Type(s): HW - Hand Written
Report Generated on May 27, 2025 12:49:10 PM Page 1
209
1101600-61560 1,206.19
1101600-61910 8,043.011101600-62000 4,624.60
Issued: 22 $7,044,190.55 Issued: 22 $7,044,190.55
AP - Total $7,044,190.55 AP - Total $7,044,190.55
Check Issue Date Payee ID Payee Name Reference 2nd Ref Cancel Date Check Type Doc Type Status Subsystem 1100000-21570 17,133.181110000-21570 5,029.541510000-21570 6,885.311710000-21570 1,521.223060000-21570 589.643110000-21570 814.304110000-21570 105.667010000-21570 157.927260000-21570 645.701100000-21460 17,222.851110000-21460 4,781.001190000-21460 59.301510000-21460 6,872.511710000-21460 1,521.223060000-21460 589.643110000-21460 814.303550000-21460 24.183580000-21460 88.194110000-21460 105.667010000-21460 157.927260000-21460 645.701100000-21450 118,527.031110000-21450 33,213.421190000-21450 395.911510000-21450 61,583.521710000-21450 9,728.943060000-21450 3,407.223110000-21450 4,443.663550000-21450 223.213580000-21450 784.214110000-21450 1,011.837010000-21450 856.187260000-21450 3,926.621100000-21660 51,832.741110000-21660 15,617.231190000-21660 183.931510000-21660 26,815.241710000-21660 4,107.413060000-21660 1,454.173110000-21660 1,392.273550000-21660 115.053580000-21660 344.314110000-21660 423.297010000-21660 376.677260000-21660 1,724.861100000-21480 2.58 $104,387.17
09002020 04/03/2025 V004808 Support Payment Clearinghouse 2810/2501070 HW CHK IS TR $238,101.75
09002019 04/03/2025 V003124 State of CA - EDD (EFT PY) 2020/2501070 HW CHK IS TR $32,882.47
09002018 04/03/2025 V003121 Internal Revenue Service (EFT PY) 2015/2501070 HW CHK IS TR $32,882.47
09002017 04/03/2025 V003121 Internal Revenue Service (EFT PY) 2010/2501070 HW CHK IS TR $13,873.80
Bank ID: EF - EF Checking Account
Account Check Amount
09002016 04/03/2025 V003121 Internal Revenue Service (EFT PY) 1010/2501070 HW CHK IS TR $621.94
09002050 04/01/2025 V005731 Golden Spring Capital LLC ANNEX042025 HW CHK IS TR 210
1110000-21480 139.57
1100000-21480 1,619.531110000-21480 303.691510000-21480 235.387260000-21480 348.001100000-21300 22,176.741110000-21300 3,903.011510000-21300 1,302.161710000-21300 2,356.913060000-21300 936.253110000-21300 1,043.687010000-21300 216.007260000-21300 411.211100000-21360 68,631.421110000-21360 18,048.851190000-21360 332.401510000-21360 32,470.791710000-21360 3,736.913060000-21360 2,112.503110000-21360 1,793.683550000-21360 49.863580000-21360 537.994110000-21360 671.007010000-21360 216.007260000-21360 411.211100000-21301 1,485.171510000-21301 1,000.001710000-21301 200.003060000-21301 230.50 09002027 04/01/2025 V003120 CalPERS HEALTHAPRIL2025 HW CHK IS TR 1101400-53800 611.001102600-53800 8,173.001715120-53800 900.001715144-53800 1,707.001100000-21570 17,067.771110000-21570 4,963.031510000-21570 6,700.861710000-21570 1,289.223060000-21570 597.953110000-21570 815.364110000-21570 105.667010000-21570 157.927260000-21570 647.691100000-21460 17,092.821110000-21460 4,769.151190000-21460 99.131510000-21460 6,685.801710000-21460 1,289.223060000-21460 597.953110000-21460 815.363550000-21460 48.203580000-21460 36.564110000-21460 105.667010000-21460 157.927260000-21460 647.691100000-21450 121,163.711110000-21450 33,320.50 $32,345.46
09002034 04/17/2025 V003121 Internal Revenue Service (EFT PY) 2015/2501080 HW CHK IS TR $32,345.46
09002033 04/17/2025 V003121 Internal Revenue Service (EFT PY) 2010/2501080 HW CHK IS TR $11,391.00
09002032 04/17/2025 V003121 Internal Revenue Service (EFT PY) 1010/2501080 HW CHK IS TR $2,915.67
$731,741.45
09002031 04/21/2025 V003124 State of CA - EDD (EFT PY) Q12025UNEMP HW CHK IS TR $129,012.61
09002024 04/03/2025 V005111 Nationwide (401A) 1183/2501070 HW CHK IS TR $32,345.96
09002023 04/03/2025 V003122 Nationwide Retirement Solutions(EFT PY) 2182/2501070 HW CHK IS TR $2,506.60
09002022 04/03/2025 V003122 Nationwide Retirement Solutions(EFT PY) 1182/2501070 HW CHK IS TR $142.15
09002021 04/03/2025 V003123 CA State Disbursement Unit (EFT PAY) 2805/2501070 HW CHK IS TR 211
1190000-21450 773.79
1510000-21450 58,085.151710000-21450 6,704.693060000-21450 3,504.083110000-21450 4,445.243550000-21450 256.163580000-21450 349.374110000-21450 1,011.837010000-21450 856.177260000-21450 3,954.441100000-21660 52,693.641110000-21660 15,808.521190000-21660 326.561510000-21660 25,391.101710000-21660 2,774.833060000-21660 1,511.483110000-21660 1,379.923550000-21660 167.133580000-21660 143.824110000-21660 423.297010000-21660 376.667260000-21660 1,736.001100000-21480 8.601110000-21480 127.091190000-21480 6.461100000-21480 1,575.581110000-21480 303.691190000-21480 43.951510000-21480 235.387260000-21480 348.001100000-21300 19,076.951110000-21300 3,655.681510000-21300 1,148.011710000-21300 1,789.633060000-21300 936.253110000-21300 1,043.687010000-21300 216.007260000-21300 411.211100000-21360 65,481.071110000-21360 17,134.201190000-21360 351.651510000-21360 33,935.231710000-21360 3,674.913060000-21360 2,112.503110000-21360 1,793.683550000-21360 14.723580000-21360 199.174110000-21360 671.007010000-21360 216.007260000-21360 411.211100000-21301 1,341.171510000-21301 1,000.001710000-21301 200.003060000-21301 86.50 09002047 04/15/2025 V003132 CalPERS Retirement (EF PY2501070PERS HW CHK IS TR09002048 04/15/2025 V003132 CalPERS Retirement (EFT) RBPCALPERS042025 HW CHK IS TR 1101600-53400 2,714.76 1101600-53100 75,957.07
$2,627.67
$489,860.35
$2,714.76
09002049 04/16/2025 V001067 MissionSquare Retirement RHSMAY2025MS HW CHK IS TR $125,995.34
09002040 04/17/2025 V005111 Nationwide (401A) 1183/2501080 HW CHK IS TR $28,277.41
09002039 04/17/2025 V003122 Nationwide Retirement Solutions(EFT PY) 2182/2501080 HW CHK IS TR $2,506.60
09002038 04/17/2025 V003122 Nationwide Retirement Solutions(EFT PY) 1182/2501080 HW CHK IS TR $142.15
09002037 04/17/2025 V003123 CA State Disbursement Unit (EFT PAY) 2805/2501080 HW CHK IS TR $102,732.95
09002036 04/17/2025 V004808 Support Payment Clearinghouse 2810/2501080 HW CHK IS TR $234,425.13
09002035 04/17/2025 V003124 State of CA - EDD (EFT PY) 2020/2501080 HW CHK IS TR 212
1113160-53100 1,350.86
1513520-53100 10,042.561513540-53100 675.431513580-53100 9,993.021715120-53100 2,408.933115900-53100 4,052.583220040-53100 168.864113180-53100 425.526010040-53100 405.267268340-53100 2,701.72 09002052 04/24/2025 V003132 CalPERS Retirement (EF PY2501080PERS HW CHK IS TR Issued: 24 $2,967,906.61 Issued: 24 $2,967,906.61
EF - EF Checking Account Total $2,967,906.61 EF - EF Checking Account Total $2,967,906.61 Issued: 46 $10,012,097.16 Issued: 46 $10,012,097.16
Summary Total $10,012,097.16 Summary Total $10,012,097.16 User Name: CITYHALL\MMatula
$108,181.81$487,442.22
213

CITY OF MURRIETA
City Council Meeting Agenda
Report
6/17/2025
Agenda Item No. 4.

TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Javier Carcamo, Finance Director
PREPARED BY: Tanner Benson, Financial Analyst
SUBJECT:

Monthly Investment Transaction Report for April 2025

RECOMMENDATION
Receive and file the Monthly Investment Transaction Report for April 2025.

PRIOR ACTION/VOTE
None.

CITY COUNCIL GOAL
Maintain a high performing organization that values fiscal sustainability, transparency, accountability and organizational efficiency.

BACKGROUND
This report is filed with the City Council in compliance with Government Code Section 53607, which states that a monthly report of transactions related to the purchase, sale, or exchange of securities is made monthly to the legislative body. The City of Murrieta (City) has both long-term and short-term investments. The City’s managed investment portfolio is for longer-term investments, managed by Chandler Asset Management. The Local Agency Investment Fund (LAIF), managed by the California State Treasurer, is used for short-term investments and functions more like a savings account to facilitate cash flow.

This report includes funds under management from Chandler Asset Management, funds deposited with LAIF, and earnings from the Wells Fargo Cash Sweep Program. Bond funds held by the City’s Trustee are not included in this report but are on file and available upon request.

The transactions in the long-term investment portfolio for April 2025 include dispositions of $4,431,137.53 in cash, payables, receivables, maturities, and sales, which also includes a withdrawal for bank fees.

Subsequently, these proceeds, together with the dispositions and monthly interest earnings, were reinvested in security and money market fund purchases totaling $4,736,813.29.

The California State Treasurer allocates and reinvests LAIF interest earnings on a quarterly basis. Quarterly CITY OF MURRIETA Page 1 of 2 Printed on 6/12/2025
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6/17/2025
Agenda Item No. 4.

The California State Treasurer allocates and reinvests LAIF interest earnings on a quarterly basis. Quarterly interest earnings are reflected in the statement one month following the end of the quarter. The Third Quarter Interest Earnings (period ending March 31) of $21,796.08 were deposited in the LAIF account.

As of April 30, 2025, the City’s Total Ending Book Value (or what the City actually paid for the investments) for both investment accounts (long and short-term accounts) is $151,590,571.31. Both accounts combined had an overall increase of $359,753.64 or 0.24%, which includes any deposits, dispositions, applicable interest earning, and less any realized gain/loss or monthly fees charged to the account.

The City is also earning monthly dividends in the General Checking account. The Wells Fargo “Cash Sweep Program” allows the City to earn a return on uninvested cash balances in our General Checking Account by automatically "sweeping" cash balances into a Sweep investment vehicle until such balances are otherwise needed to satisfy obligations arising in the account.

The total earnings from the Cash Sweep Program for the month of April were $401,538.79.

Attached are the investment portfolio accounts for Chandler for the month of April (Attachment 1) and the regular monthly statement for LAIF (Attachment 2), which lists all transactions associated with the respective accounts. In addition, Attachment 3 provides a summary of daily transactions for the Wells Fargo Cash Sweep Program.

This report also includes a statement of compliance with state law and the City’s investment policy for the various investment categories.

FISCAL IMPACT
The recommended action has no fiscal impact. Interest earnings projections are included in the Fiscal Year 2024/25 Operating Budget.

ATTACHMENTS

1. Chandler Asset Management Monthly Account Statement for April 2025

2. Local Agency Investment Fund (LAIF) Monthly Statement for April 2025

3. Wells Fargo Cash Sweep Program April 2025 Statement
CITY OF MURRIETA Page 2 of 2 Printed on 6/12/2025
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MONTHLY ACCOUNT STATEMENT
Murrieta Consolidated | Account | As of April 30, 2025
Information contained herein is confidential. We urge you to compare this statement to the one you receive from your qualified custodian. Please see Important Disclosures at the end of the statement.

CHANDLER ASSET MANAGEMENT | chandlerasset.com
Custodian:

US Bank
216
| 2
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

PORTFOLIO SUMMARY
Portfolio Characteristics
Sector Allocation
Account Summary
Maturity Distribution
Top Issuers
Credit Quality (S&P)
Average Modified Duration 1.78
Average Coupon 3.71%
Average Purchase YTM 4.25%
Average Market YTM 4.02%
Average Credit Quality* AA+
Average Final Maturity 2.05
Average Life 1.83
End Values as of
03/31/2025
End Values as of
04/30/2025
Market Value 151,609,384.89 152,613,357.34
Accrued Interest 993,109.41 1,143,501.27
Total Market Value 152,602,494.30 153,756,858.61
Income Earned 447,344.35 485,364.86
Cont/WD 0.00 0.00
Par 152,543,540.51 152,861,464.24
Book Value 149,612,932.57 149,950,890.13
Cost Value 149,612,932.57 149,950,890.13
Government of The United States 36.70%
Federal Home Loan Banks 11.87%
FHLMC 9.67%
Farm Credit System 7.17%
U.S. Bancorp 3.58%
Massachusetts Mutual Life Insurance 1.38%
Caterpillar Inc. 1.21%
International Bank for Recon and Dev 1.20%
*The average credit quality is a weighted average calculation of the highest of S&P, Moody’s and Fitch. 217
| 3
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes

AGENCY MORTGAGE SECURITIES (CMOS)
Max % (MV) 20.0 9.7 Compliant
Max % Issuer (MV) 30.0 9.6 Compliant
Max Maturity (Years) 5.0 4.9 Compliant

ASSET-BACKED SECURITIES (ABS)
Max % (MV) 20.0 6.4 Compliant
Max % Issuer (MV) 5.0 1.0 Compliant
Max Maturity (Years)54 Compliant
Min Rating (AA- by 1) 0.0 0.0 Compliant

BANKERS' ACCEPTANCES
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Days) 180 0.0 Compliant
Min Rating (A-1 by 1 or A- by 1) 0.0 0.0 Compliant

CERTIFICATE OF DEPOSIT PLACEMENT SERVICE (CDARS)
Max % (MV) 30.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant

COLLATERALIZED TIME DEPOSITS (NON-NEGOTIABLE
CD/TD)
Max % (MV) 20.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant

COMMERCIAL PAPER
Max % (MV) 40.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Days) 270 0.0 Compliant
Min Rating (A-1 by 1 or A- by 1) 0.0 0.0 Compliant

CORPORATE MEDIUM TERM NOTES
Max % (MV) 30.0 24.2 Compliant
Max % Issuer (MV) 5.0 1.4 Compliant
Max Maturity (Years)53 Compliant
Min Rating (A- by 1) 0.0 0.0 Compliant

FDIC INSURED TIME DEPOSITS (NON-NEGOTIABLE CD/
TD)
218
| 4
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes
Max % (MV) 20.0 0.0 Compliant
Max Maturity (Years)5 0.0 Compliant

FEDERAL AGENCIES
Max % (MV) 100.0 19.0 Compliant
Max % Issuer (MV) 30.0 11.9 Compliant
Max Callables (MV) 20.0 0.0 Compliant
Max Maturity (Years)53 Compliant

LOCAL AGENCY INVESTMENT FUND (LAIF)
Max Concentration (MV) 75.0 0.0 Compliant

MONEY MARKET MUTUAL FUNDS
Max % (MV) 20.0 3.6 Compliant
Max % Issuer (MV) 10.0 3.6 Compliant
Min Rating (AAA by 2) 0.0 0.0 Compliant

MUNICIPAL SECURITIES (CA, LOCAL AGENCY)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years)5 0.0 Compliant
Min Rating (A- by 1) 0.0 0.0 Compliant

MUTUAL FUNDS
Max % (MV) 20.0 0.0 Compliant
Max % Issuer (MV) 10.0 0.0 Compliant
Min Rating (AAA by 2) 0.0 0.0 Compliant

NEGOTIABLE CERTIFICATES OF DEPOSIT (NCD)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years)5 0.0 Compliant
Min Rating (A-1 by 1 or A- by 1 if > FDIC Limit) 0.0 0.0 Compliant

REPURCHASE AGREEMENTS
Max % (MV) 20.0 0.0 Compliant
Max Maturity (Years) 1.0 0.0 Compliant

SUPRANATIONAL OBLIGATIONS
Max % (MV) 30.0 1.2 Compliant
Max % Issuer (MV) 10.0 1.2 Compliant
Max Maturity (Years)53 Compliant
219
| 5
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes
Min Rating (AA- by 1) 0.0 0.0 Compliant
U.S. TREASURIES
Max % (MV) 100.0 36.7 Compliant
Max Maturity (Years) 5 4 Compliant
220
| 6
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

RECONCILIATION SUMMARY
Accrual Activity Summary
Fair Market Activity Summary
Month to Date Fiscal Year to Date
(01/01/2025)
Beginning Book Value 149,612,932.57 148,126,527.34
Maturities/Calls (2,900,000.00) (14,890,000.00)
Principal Paydowns (170,804.00) (596,428.60)
Purchases 4,736,813.29 43,891,341.85
Sales 0.00 (25,376,954.96)
Change in Cash, Payables, Receivables (1,360,333.53) (1,351,343.61) Amortization/Accretion 0.00 0.00
Realized Gain (Loss) 32,281.81 147,748.11
Ending Book Value 149,950,890.13 149,950,890.13
Month to Date Fiscal Year to Date
(01/01/2025)
Beginning Market Value 151,609,384.89 149,082,097.03
Maturities/Calls (2,900,000.00) (14,890,000.00)
Principal Paydowns (170,804.00) (596,428.60)
Purchases 4,736,813.29 43,891,341.85
Sales 0.00 (25,376,954.96)
Change in Cash, Payables, Receivables (1,360,333.53) (1,351,343.61) Amortization/Accretion 0.00 0.00
Change in Net Unrealized Gain (Loss) 666,014.88 1,706,897.53 Realized Gain (Loss) 32,281.81 147,748.11
Ending Market Value 152,613,357.34 152,613,357.34
Maturities / Calls
Month to Date (2,900,000.00)
Fiscal Year to Date (14,890,000.00)
Principal Paydowns
Month to Date (170,804.00)
Fiscal Year to Date (596,428.60)
Purchases
Month to Date 4,736,813.29
Fiscal Year to Date 43,891,341.85
Sales
Month to Date 0.00
Fiscal Year to Date (25,376,954.96)
Interest Received
Month to Date 334,972.99
Fiscal Year to Date 1,815,658.68
Purchased / Sold Interest
Month to Date 0.00
Fiscal Year to Date (115,736.69)
221
| 7
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
ABS
43815GAC3 HAROT 2021-4 A3 0.88
01/21/2026 5,748.02 11/16/20210.89%
5,746.81
5,746.81

99.78 4.99%
5,735.12

1.41 0.00%
(11.69)
Aaa/NA
AAA

0.73 0.05
43815PAC3 HAROT 2022-2 A3 3.73
07/20/2026 108,041.62 08/15/20223.73%
108,035.19
108,035.19

99.74 4.76%
107,765.45
145.53

0.07%
(269.74)
NA/AAA
AAA

1.22 0.25
05602RAD3 BMWOT 2022-A A3 3.21
08/25/2026 56,351.08 05/10/20223.21%
56,348.15
56,348.15

99.71 4.59%
56,188.55

30.15 0.04%
(159.60)
Aaa/AAA
NA

1.32 0.21
47787JAC2 JDOT 2022 A3 2.32 09/15/2026 67,228.86 03/10/2022

2.33%
67,213.98
67,213.98

99.54 4.08%
66,917.78

69.32 0.04%
(296.20)
Aaa/NA
AAA

1.38 0.26
362554AC1 GMCAR 2021-4 A3 0.68
09/16/2026 16,822.83 10/13/20210.68%
16,822.40
16,822.40

99.68 4.74%
16,769.17

4.77 0.01%
(53.22)
Aaa/AAA
NA

1.38 0.08
380146AC4 GMCAR 2022-1 A3 1.26
11/16/2026 22,638.15 01/11/20221.26%
22,636.18
22,636.18

99.60 4.87%
22,547.14

11.89 0.01%
(89.05)
NA/AAA
AAA

1.55 0.11
379929AD4 GMALT 2023-3 A3 5.38
11/20/2026 239,441.88 08/08/20235.38%
239,413.17
239,413.17
100.18

4.83%
239,875.56
393.62

0.16%
462.38
NA/AAA
AAA

1.56 0.29
36269FAD8 GMALT 2024-1 A3 5.09
03/22/2027 455,000.00 02/08/20245.09%
454,943.13
454,943.13
100.42

4.49%
456,921.33
707.65

0.30%
1,978.20
NA/AAA
AAA

1.89 0.65
05611UAD5 BMWLT 2024-1 A3 4.98
03/25/2027 1,000,000.00 06/20/20245.19%
994,687.50
994,687.50
100.46

4.41%
1,004,642.00
830.00

0.66%
9,954.50
Aaa/AAA
NA

1.90 0.74
36265WAD5 GMCAR 2022-3 A3 3.64
04/16/2027 119,685.10 07/06/20223.64%
119,684.28
119,684.28

99.70 4.76%
119,326.05
181.52

0.08%
(358.23)
Aaa/NA
AAA

1.96 0.27
02582JJT8 AMXCA 2022-2 A 3.39
05/17/2027 905,000.00 05/17/20223.40%
904,799.81
904,799.81

99.95 4.72%
904,546.87
1,363.53

0.59%
(252.94)
NA/AAA
AAA

0.04 0.04
58770JAD6 MBALT 2024-A A3 5.32
01/18/2028 350,000.00 05/17/20245.32%
349,959.05
349,959.05
101.13

4.55%
353,955.74
827.56

0.23%
3,996.69
Aaa/NA
AAA

2.72 1.35
58769GAD5 MBALT 2024-B A3 4.23
02/15/2028 545,000.00 09/17/20244.24%
544,908.28
544,908.28

99.94 4.31%
544,662.65
1,024.60

0.36%
(245.64)
NA/AAA
AAA

2.80 1.35
437918AC9 HAROT 2024-1 A3 5.21
08/15/2028 1,250,000.00 02/13/20245.21%
1,249,945.63
1,249,945.63
101.15

4.19%
1,264,341.00
2,894.44

0.83%
14,395.37
Aaa/AAA
NA

3.29 1.06
161571HT4 CHAIT 2023-1 A 5.16 09/15/2028 1,320,000.00 09/07/2023

5.23%
1,319,634.10
1,319,634.10
101.34

4.19%
1,337,674.01
3,027.20

0.88%
18,039.91
NA/AAA
AAA

3.38 1.30
47800RAD5 JDOT 2024 A3 4.96 11/15/2028 335,000.00 03/11/2024

4.96%
334,981.24
334,981.24
101.09

4.31%
338,662.86
738.49

0.22%
3,681.62
Aaa/NA
AAA

3.54 1.54
096919AD7 BMWOT 2024-A A3 5.18
02/26/2029 600,000.00 06/04/20245.18%
599,908.86
599,908.86
101.27

4.23%
607,610.82
518.00

0.40%
7,701.96
Aaa/AAA
NA

3.83 1.25
222
| 8
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
02582JKH2 AMXCA 2024-1 A 5.23
04/16/2029 640,000.00 04/16/20245.23%
639,868.80
639,868.80
102.19

4.10%
654,040.06
1,487.64

0.43%
14,171.26
NA/AAA
AAA

3.96 1.82
47800DAD6 JDOT 2025 A3 4.23 09/17/2029 670,000.00 03/04/2025

4.23%
669,957.86
669,957.86
100.32

4.13%
672,133.62
1,259.60

0.44%
2,175.76
Aaa/NA
AAA

4.38 2.31
92348KDY6 VZMT 2025-3 A1A 4.51
03/20/2030 1,050,000.00 03/25/20254.51%
1,049,954.85
1,049,954.85
100.55

4.35%
1,055,755.68
1,446.96

0.69%
5,800.83
Aaa/NA
AAA

4.89 1.77
Total ABS 9,755,957.54 4.76%
9,749,449.27
9,749,449.27
100.76

4.34%
9,830,071.43
16,963.87

6.44%
80,622.16

2.97 1.16
AGENCY
3133EPW68

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.125
01/22/2026
1,400,000.00 01/24/2024

4.40%
1,392,860.00
1,392,860.00
100.07

4.01%
1,401,049.68
15,881.25

0.92%
8,189.68
Aaa/AA+
AA+

0.73 0.70
3133ERDZ1 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.75 05/08/2026 1,000,000.00 05/20/20244.87% 997,690.00
997,690.00
100.78

3.96%
1,007,762.27
22,826.39

0.66%
10,072.27
Aaa/AA+
AA+

1.02 0.97
3130AWLZ1 FEDERAL HOME LOAN BANKS

4.75 06/12/2026 2,000,000.00 08/16/20234.78%
1,998,620.00
1,998,620.00
100.95

3.86%
2,019,062.70
36,680.56

1.32%
20,442.70
Aaa/AA+
AA+

1.12 1.06
3133EPZY4 FEDERAL FARM CREDIT BANKS
FUNDING CORP 5.0 07/30/2026 2,000,000.00 11/09/20234.85% 2,007,480.00
2,007,480.00
101.55

3.71%
2,031,074.70
25,277.78

1.33%
23,594.70
Aaa/AA+
AA+

1.25 1.19
3133EPSW6 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.5 08/14/2026 2,405,000.00 08/09/20234.58% 2,399,468.50
2,399,468.50
100.69

3.94%
2,421,657.34
23,148.13

1.59%
22,188.84
Aaa/AA+
AA+

1.29 1.23
3130AWTQ3 FEDERAL HOME LOAN BANKS

4.625 09/11/2026 4,500,000.00 --4.81%
4,476,030.00
4,476,030.00
101.11

3.78%
4,549,886.69
28,906.25

2.98%
73,856.69
Aaa/AA+
AA+

1.37 1.30
3130AXU63 FEDERAL HOME LOAN BANKS

4.625 11/17/2026 1,750,000.00 11/30/20234.53%
1,754,427.50
1,754,427.50
101.35

3.72%
1,773,621.24
36,871.53

1.16%
19,193.74
Aaa/AA+
AA+

1.55 1.45
3130AYPN0 FEDERAL HOME LOAN BANKS

4.125 01/15/2027 2,000,000.00 01/30/20244.21%
1,995,560.00
1,995,560.00
100.66

3.72%
2,013,269.88
24,291.67

1.32%
17,709.88
Aaa/AA+
AA+

1.71 1.62
3133EP6K6 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.5 03/26/2027 1,000,000.00 04/08/20244.66% 995,520.00
995,520.00
101.45

3.70%
1,014,532.33
4,375.00

0.66%
19,012.33
Aaa/AA+
AA+

1.90 1.80
3130B0TY5 FEDERAL HOME LOAN BANKS

4.75 04/09/2027 1,500,000.00 04/10/20244.84%
1,496,115.00
1,496,115.00
102.20

3.57%
1,532,957.49
4,354.17

1.00%
36,842.49
Aaa/AA+
AA+

1.94 1.84
3133ERFJ5 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.5 05/20/2027 1,000,000.00 05/20/20244.69% 994,830.00
994,830.00
101.57

3.70%
1,015,690.47
20,125.00

0.67%
20,860.47
Aaa/AA+
AA+

2.05 1.91
3130ATS57 FEDERAL HOME LOAN BANKS 4.5
03/10/2028 3,000,000.00 03/24/20254.02%
3,039,480.00
3,039,480.00
102.43

3.60%
3,072,839.13
19,125.00

2.01%
33,359.13
Aaa/AA+
AA+

2.86 2.65
223
| 9
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
3130AWC24 FEDERAL HOME LOAN BANKS 4.0
06/09/2028 2,000,000.00 07/06/20234.49%
1,956,940.00
1,956,940.00
101.14

3.61%
2,022,754.26
31,555.56

1.33%
65,814.26
Aaa/AA+
AA+

3.11 2.86
3130AVVX7 FEDERAL HOME LOAN BANKS

3.75 06/09/2028 1,120,000.00 06/07/20234.00%
1,107,243.20
1,107,243.20
100.34

3.63%
1,123,824.03
16,566.67

0.74%
16,580.83
Aaa/AA+
AA+

3.11 2.87
3133EPWK7 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.5 09/22/2028 2,000,000.00 10/12/20234.71% 1,981,460.00
1,981,460.00
102.42

3.73%
2,048,352.16
9,750.00

1.34%
66,892.16
Aaa/AA+
AA+

3.40 3.11
Total Agency 28,675,000.00 4.56%
28,593,724.20
28,593,724.20
101.31

3.75%
29,048,334.36
319,734.93

19.03%
454,610.16

1.89 1.77

AGENCY CMBS
3137BM7C4 FHMS K-051 A2 3.308
09/25/2025 1,115,350.16 06/23/20223.30%
1,112,997.46
1,112,997.46

99.40 4.57%
1,108,634.30
3,074.65

0.73%
(4,363.16)
Aaa/AA+
AAA

0.41 0.31
3137BSP72 FHMS K-058 A2 2.653
08/25/2026 2,000,000.00 02/09/20234.35%
1,890,546.88
1,890,546.88

98.06 4.11%
1,961,181.40
4,421.67

1.29%
70,634.52
Aaa/AA+
AAA

1.32 1.23
3137BTUM1 FHMS K-061 A2 3.347
11/25/2026 870,221.27 09/22/20224.23%
838,981.69
838,981.69

98.65 4.18%
858,442.21
2,427.19

0.56%
19,460.53
Aaa/AA+
AAA

1.57 1.41
3137BVZ82 FHMS K-063 A2 3.43 01/25/2027 862,000.00 --

4.09%
839,600.51
839,600.51

98.82 4.09%
851,808.40
2,463.88

0.56%
12,207.89
Aaa/AA+
AAA

1.74 1.52
3137F1G44 FHMS K-065 A2 3.243
04/25/2027 1,000,000.00 09/19/20224.08%
965,468.75
965,468.75

98.42 4.03%
984,205.10
2,702.50

0.64%
18,736.35
Aaa/AA+
AAA

1.99 1.81
3137FBU79 FHMS K-069 A2 3.187
09/25/2027 1,230,913.13 05/18/20234.13%
1,182,397.85
1,182,397.85

98.08 3.99%
1,207,225.56
3,269.10

0.79%
24,827.71
Aaa/AAA
AA+

2.41 2.20
3137F4X72 FHMS K-075 A2 3.65 02/25/2028 1,165,000.00 09/14/2023

4.92%
1,107,478.13
1,107,478.13

98.96 3.99%
1,152,846.72
3,543.54

0.76%
45,368.59
Aaa/AA+
AAA

2.82 2.60
3137FJEH8 FHMS K-081 A2 3.9 08/25/2028 1,250,000.00 05/28/2024

4.94%
1,197,265.63
1,197,265.63

99.53 4.00%
1,244,072.63
4,062.50

0.82%
46,807.00
Aaa/AA+
AAA

3.32 3.03
3137H5YC5 FHMS K-748 A2 2.26 01/25/2029 1,500,000.00 08/19/2024

4.12%
1,385,332.03
1,385,332.03

93.88 4.06%
1,408,194.15
2,825.00

0.92%
22,862.12
Aaa/AA+
AAA

3.74 3.43
3137FLMV3 FHMS K-090 A2 3.422
02/25/2029 2,000,000.00 03/27/20254.30%
1,932,500.00
1,932,500.00

97.72 4.05%
1,954,444.00
5,703.33

1.28%
21,944.00
Aaa/AAA
AA+

3.82 3.46
3137HA4B9 FHMS K-751 A2 4.412
03/25/2030 2,000,000.00 03/26/2025

4.37%
1,997,890.63
1,997,890.63
100.99

4.14%
2,019,773.40
7,353.33

1.32%
21,882.77
Aaa/AA+
AA+

4.90 4.05
Total Agency CMBS 14,993,484.55 4.28%
14,450,459.56
14,450,459.56

98.41 4.10%
14,750,827.87
41,846.70

9.67%
300,368.31

2.76 2.46
CASH
224
| 10
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
CCYUSD Payable (1,332,036.30) --

0.00%
(1,332,036.30)
(1,332,036.30)

1.00 0.00%
(1,332,036.30)

0.00 (0.87%)

0.00 Aaa/AAA
AAA

0.00 0.00
CCYUSD Receivable 8,775.74 --

0.00%
8,775.74
8,775.74

1.00 0.00%
8,775.74

0.00 0.01%

0.00 Aaa/AAA
AAA

0.00 0.00
Total Cash (1,323,260.56) 0.00%
(1,323,260.56)
(1,323,260.56)

1.00 0.00%
(1,323,260.56)

0.00 (0.87%)

0.00 0.00

0.00 CORPORATE
14913R2V8 CATERPILLAR FINANCIAL
SERVICES CORP 3.4 05/13/2025 480,000.00 05/10/20223.44% 479,390.40
479,390.40

99.96 4.54%
479,806.64
7,616.00

0.31%
416.24
A2/A
A+

0.04 0.03
438516CB0 HONEYWELL INTERNATIONAL
INC 1.35 06/01/2025 1,000,000.00 03/09/20222.31%
970,280.00
970,280.00

99.69 5.10%
996,860.44
5,625.00

0.65%
26,580.44
A2/A
A

0.09 0.08
89115A2A9 TORONTO-DOMINION BANK

3.766 06/06/2025 1,000,000.00 06/02/20223.70%
1,001,830.00
1,001,830.00

99.91 4.67%
999,052.98
15,168.61

0.65%
(2,777.02)
A2/ANA0.10

0.10 63743HFE7

NATIONAL RURAL UTILITIES

COOPERATIVE FINANCE CORP

3.45 06/15/2025
1,105,000.00 --

3.61%
1,099,973.65
1,099,973.65

99.82 4.84%
1,103,051.11
14,401.83

0.72%
3,077.46
A2/AA0.13

0.12 14913R2Z9 CATERPILLAR FINANCIAL
SERVICES CORP 3.65 08/12/2025 1,375,000.00 08/08/20223.69% 1,373,336.25
1,373,336.25

99.72 4.61%
1,371,189.88
11,013.37

0.90%
(2,146.38)
A2/A
A+

0.28 0.28
26442UAA2 DUKE ENERGY PROGRESS LLC

3.25 08/15/2025 1,000,000.00 06/23/20223.57%
990,710.00
990,710.00

99.61 4.60%
996,052.55
6,861.11

0.65%
5,342.55
Aa3/A
NA

0.29 0.29
437076CR1 HOME DEPOT INC 4.0
09/15/2025 1,000,000.00 09/14/2022

4.13%
996,380.00
996,380.00

99.83 4.44%
998,299.03
5,111.11

0.65%
1,919.03
A2/A
A

0.38 0.37
023135CN4 AMAZON.COM INC 4.6
12/01/2025 425,000.00 11/29/20224.60%
424,974.50
424,974.50
100.31

4.05%
426,331.43
8,145.83

0.28%
1,356.93
A1/AA
AA0.590.56
037833BY5 APPLE INC 3.25 02/23/2026 1,000,000.00 02/22/2023

4.72%
959,390.00
959,390.00

99.33 4.09%
993,287.61
6,138.89

0.65%
33,897.61
Aaa/AA+
NA

0.82 0.79
57629W6F2 MASSMUTUAL GLOBAL
FUNDING II 4.5 04/10/2026 750,000.00 04/04/20234.52%
749,482.50
749,482.50
100.19

4.29%
751,427.95
1,968.75

0.49%
1,945.45
Aa3/AA+
AA+

0.94 0.91
00440EAV9 CHUBB INA HOLDINGS LLC 3.35
05/03/2026 1,000,000.00 09/13/20235.23%
954,220.00
954,220.00

99.00 4.38%
989,963.39
16,563.89

0.65%
35,743.39
A2/A
A

1.01 0.96
58989V2F0 MET TOWER GLOBAL FUNDING

5.4 06/20/2026 1,000,000.00 06/12/2023

5.38%
1,000,440.00
1,000,440.00
101.29

4.22%
1,012,937.38
19,650.00

0.66%
12,497.38
Aa3/AAAA1.14

1.07 61747YET8 MORGAN STANLEY 4.679
07/17/2026 1,000,000.00 09/14/20225.45%
994,030.00
994,030.00

99.97 5.84%
999,741.62
13,517.11

0.66%
5,711.62
A1/AA+1.21

0.21 225
| 11
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
69371RS56 PACCAR FINANCIAL CORP 5.05
08/10/2026 1,450,000.00 --4.99%
1,451,925.00
1,451,925.00
101.28

4.00%
1,468,608.11
16,475.63

0.96%
16,683.11
A1/A+
NA

1.28 1.21
06428CAA2 BANK OF AMERICA NA 5.526
08/18/2026 1,000,000.00 09/13/20235.57%
998,810.00
998,810.00
101.64

4.21%
1,016,429.15
11,205.50

0.67%
17,619.15
Aa1/A+
AA

1.30 1.15
713448FW3 PEPSICO INC 5.125 11/10/2026 510,000.00 11/08/2023

5.13%
509,862.30
509,862.30
101.57

4.05%
518,006.54
12,415.31

0.34%
8,144.24
A1/A+
NA

1.53 1.35
48125LRU8 JPMORGAN CHASE BANK NA

5.11 12/08/2026 1,575,000.00 --5.08%
1,576,460.00
1,576,460.00
101.50

4.13%
1,598,626.65
31,969.44

1.05%
22,166.65
Aa2/AAAA1.61

1.42 24422EXF1 JOHN DEERE CAPITAL CORP 4.5
01/08/2027 1,000,000.00 01/10/2024

4.52%
999,460.00
999,460.00
100.85

3.97%
1,008,520.94
14,125.00

0.66%
9,060.94
A1/A
A+

1.69 1.59
78016HZT0 ROYAL BANK OF CANADA 4.875
01/19/2027 1,245,000.00 01/10/20244.88%
1,244,688.75
1,244,688.75
101.21

4.13%
1,260,076.75
17,196.56

0.83%
15,388.00
A1/A
AA1.721.61
17275RBQ4 CISCO SYSTEMS INC 4.8
02/26/2027 1,500,000.00 02/29/20244.78%
1,500,810.00
1,500,810.00
101.56

3.90%
1,523,422.28
13,000.00

1.00%
22,612.28
A1/AANA1.83

1.64 857477CL5 STATE STREET CORP 4.993
03/18/2027 1,210,000.00 03/13/20244.99%
1,210,000.00
1,210,000.00
101.52

4.14%
1,228,400.17
7,216.27

0.80%
18,400.17
Aa3/A
AA1.881.70
665859AW4 NORTHERN TRUST CORP 4.0
05/10/2027 1,000,000.00 09/14/20224.23%
990,460.00
990,460.00

99.86 4.07%
998,593.68
19,000.00

0.65%
8,133.68
A2/A+
A+

2.03 1.89
009158AY2 AIR PRODUCTS AND CHEMICALS
INC 1.85 05/15/2027 1,500,000.00 02/09/20244.71%
1,371,945.00
1,371,945.00

95.83 4.00%
1,437,503.69
12,795.83

0.94%
65,558.69
A2/A
NA

2.04 1.95
437076DB5 HOME DEPOT INC 4.875
06/25/2027 740,000.00 --4.95%
738,545.60
738,545.60
101.85

3.97%
753,708.90
12,626.25

0.49%
15,163.30
A2/A
A

2.15 1.92
09290DAH4 BLACKROCK INC 4.6 07/26/2027 750,000.00 07/18/2024

4.57%
750,645.00
750,645.00
101.33

3.97%
759,961.85
9,104.17

0.50%
9,316.85
Aa3/AANA2.24

2.01 532457CP1 ELI LILLY AND CO 4.15
08/14/2027 1,250,000.00 08/22/20244.10%
1,251,637.50
1,251,637.50
100.76

3.80%
1,259,449.54
11,095.49

0.83%
7,812.04
Aa3/A+
NA

2.29 2.07
023135BC9 AMAZON.COM INC 3.15
08/22/2027 1,000,000.00 07/30/20244.55%
960,450.00
960,450.00

98.31 3.92%
983,063.67
6,037.50

0.64%
22,613.67
A1/AA
AA2.31

2.19 89236TKJ3 TOYOTA MOTOR CREDIT CORP

4.55 09/20/2027 1,000,000.00 06/20/20244.89%
989,900.00
989,900.00
100.84

4.18%
1,008,385.34
5,181.94

0.66%
18,485.34
A1/A+
A+

2.39 2.23
64952WFJ7 NEW YORK LIFE GLOBAL
FUNDING 3.9 10/01/2027 1,000,000.00 09/25/20243.91%
999,820.00
999,820.00

99.37 4.18%
993,695.36
3,250.00

0.65%
(6,124.64)
Aaa/AA+
AAA

2.42 2.28
91324PDE9 UNITEDHEALTH GROUP INC 2.95
10/15/2027 1,250,000.00 07/30/20244.60%
1,189,300.00
1,189,300.00

97.51 4.02%
1,218,869.08
1,638.89

0.80%
29,569.08
A2/A+
A

2.46 2.34
24422EXZ7 JOHN DEERE CAPITAL CORP 4.65
01/07/2028 700,000.00 01/06/2025

4.66%
699,790.00
699,790.00
101.75

3.95%
712,236.86
10,126.67

0.47%
12,446.86
A1/A
A+

2.69 2.47
226
| 12
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
57629TBW6 MASSMUTUAL GLOBAL
FUNDING II 4.45 03/27/2028 1,340,000.00 03/20/20254.49% 1,338,405.40
1,338,405.40
100.76

4.17%
1,350,210.93
5,631.72

0.88%
11,805.53
Aa3/AA+
AA+

2.91 2.69
74456QBU9 PUBLIC SERVICE ELECTRIC AND
GAS CO 3.7 05/01/2028 750,000.00 06/22/20234.79%
715,005.00
715,005.00

98.79 4.13%
740,951.46
13,875.00

0.49%
25,946.46
A1/A
NA

3.00 2.81
341081GN1 FLORIDA POWER & LIGHT CO 4.4
05/15/2028 1,500,000.00 05/22/20234.64%
1,484,025.00
1,484,025.00
100.92

4.08%
1,513,734.32
30,433.33

0.99%
29,709.32
Aa2/A+
AA3.042.62
06368MJG0 BANK OF MONTREAL 5.004
01/27/2029 1,500,000.00 01/24/20254.96%
1,501,860.00
1,501,860.00
101.56

4.56%
1,523,352.65
19,599.00

1.00%
21,492.65
A2/AAA3.74

2.51 Total Corporate 36,905,000.00 4.55%
36,468,241.85
36,468,241.85
100.26

4.26%
36,993,809.90
415,781.01

24.24%
525,568.05

1.67 1.47

MONEY MARKET
FUND
31846V567 FIRST AMER:GVT OBLG Z 5,470,282.71 --

4.23%
5,470,282.71
5,470,282.71

1.00 4.23%
5,470,282.71

0.00 3.58%

0.00 Aaa/
AAAm
AAA

0.00 0.00
Total Money
Market Fund 5,470,282.71 4.23%
5,470,282.71
5,470,282.71

1.00 4.23%
5,470,282.71

0.00 3.58%

0.00 0.00

0.00 SUPRANATIONAL
459058LT8

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 3.625 05/05/2028
1,335,000.00 04/29/2025

3.70%
1,332,036.30
1,332,036.30

99.96 3.64%
1,334,450.35

0.00 0.87%
2,414.05
NA/NA
NA

3.01 2.82
459058KT9

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 3.5 07/12/2028
500,000.00 07/24/2023

4.26%
483,115.00
483,115.00

99.51 3.66%
497,539.69
5,298.61

0.33%
14,424.69
Aaa/AAA
NA

3.20 2.97
Total
Supranational 1,835,000.00 3.86%
1,815,151.30
1,815,151.30

99.84 3.65%
1,831,990.04
5,298.61

1.20%
16,838.74

3.06 2.86

US TREASURY
912828ZT0 UNITED STATES TREASURY 0.25
05/31/2025 1,800,000.00 10/14/20210.78%
1,765,757.81
1,765,757.81

99.65 4.53%
1,793,671.88
1,879.12

1.18%
27,914.07
Aaa/AA+
AA+

0.08 0.08
91282CAB7 UNITED STATES TREASURY 0.25
07/31/2025 2,000,000.00 12/02/20211.06%
1,942,031.25
1,942,031.25

98.99 4.32%
1,979,765.62
1,243.09

1.30%
37,734.37
Aaa/AA+
AA+

0.25 0.25
91282CAJ0 UNITED STATES TREASURY 0.25
08/31/2025 1,000,000.00 03/22/20222.42%
928,828.13
928,828.13

98.66 4.34%
986,614.58
421.20

0.65%
57,786.45
Aaa/AA+
AA+

0.34 0.33
227
| 13
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
9128285C0 UNITED STATES TREASURY 3.0
09/30/2025 3,250,000.00 --2.90%
3,259,882.81
3,259,882.81

99.50 4.21%
3,233,750.00
8,258.20

2.12%
(26,132.81)
Aaa/AA+
AA+

0.42 0.41
9128285J5 UNITED STATES TREASURY 3.0
10/31/2025 2,500,000.00 06/23/20223.02%
2,498,632.81
2,498,632.81

99.41 4.21%
2,485,273.43
203.80

1.63%
(13,359.39)
Aaa/AA+
AA+

0.50 0.49
912828M56 UNITED STATES TREASURY 2.25
11/15/2025 2,500,000.00 06/23/20223.11%
2,431,152.34
2,431,152.34

98.99 4.17%
2,474,648.43
25,949.59

1.62%
43,496.09
Aaa/AA+
AA+

0.54 0.52
9128285T3 UNITED STATES TREASURY 2.625
12/31/2025 2,500,000.00 09/14/20223.76%
2,412,792.97
2,412,792.97

99.06 4.06%
2,476,562.50
21,935.43

1.62%
63,769.53
Aaa/AA+
AA+

0.67 0.65
9128286L9 UNITED STATES TREASURY 2.25
03/31/2026 2,500,000.00 09/14/2022

3.74%
2,377,832.03
2,377,832.03

98.50 3.93%
2,462,597.65
4,764.34

1.61%
84,765.62
Aaa/AA+
AA+

0.92 0.89
91282CGV7 UNITED STATES TREASURY 3.75
04/15/2026 2,000,000.00 03/20/20244.63%
1,965,703.13
1,965,703.13

99.85 3.90%
1,997,089.84
3,278.69

1.31%
31,386.71
Aaa/AA+
AA+

0.96 0.93
912828U24 UNITED STATES TREASURY 2.0
11/15/2026 3,000,000.00 09/13/20234.66%
2,767,031.25
2,767,031.25

97.45 3.72%
2,923,476.57
27,679.56

1.92%
156,445.32
Aaa/AA+
AA+

1.54 1.48
912828YX2 UNITED STATES TREASURY 1.75
12/31/2026 1,750,000.00 12/27/20233.96%
1,641,240.23
1,641,240.23

96.92 3.67%
1,696,064.46
10,236.53

1.11%
54,824.23
Aaa/AA+
AA+

1.67 1.61
91282CEF4 UNITED STATES TREASURY 2.5
03/31/2027 2,500,000.00 11/17/20224.02%
2,349,414.06
2,349,414.06

97.95 3.61%
2,448,828.13
5,293.72

1.60%
99,414.07
Aaa/AA+
AA+

1.92 1.84
91282CEW7 UNITED STATES TREASURY 3.25
06/30/2027 1,300,000.00 12/12/20223.87%
1,266,687.50
1,266,687.50

99.30 3.59%
1,290,859.38
14,122.24

0.85%
24,171.88
Aaa/AA+
AA+

2.17 2.05
91282CFB2 UNITED STATES TREASURY 2.75
07/31/2027 2,000,000.00 07/26/20234.30%
1,887,109.38
1,887,109.38

98.16 3.60%
1,963,281.24
13,674.03

1.29%
76,171.86
Aaa/AA+
AA+

2.25 2.15
91282CFH9 UNITED STATES TREASURY 3.125
08/31/2027 2,500,000.00 01/24/20233.65%
2,445,117.19
2,445,117.19

98.95 3.60%
2,473,828.13
13,162.36

1.62%
28,710.94
Aaa/AA+
AA+

2.34 2.22
91282CFM8 UNITED STATES TREASURY 4.125
09/30/2027 1,600,000.00 02/22/20234.19%
1,595,500.00
1,595,500.00
101.28

3.57%
1,620,437.50
5,590.16

1.06%
24,937.50
Aaa/AA+
AA+

2.42 2.28
9128283F5 UNITED STATES TREASURY 2.25
11/15/2027 1,400,000.00 06/07/20234.05%
1,298,937.50
1,298,937.50

96.77 3.59%
1,354,718.75
14,531.77

0.89%
55,781.25
Aaa/AA+
AA+

2.54 2.41
91282CGH8 UNITED STATES TREASURY 3.5
01/31/2028 1,500,000.00 11/26/20244.24%
1,467,070.31
1,467,070.31

99.76 3.59%
1,496,425.79
13,052.49

0.98%
29,355.48
Aaa/AA+
AA+

2.76 2.58
9128283W8 UNITED STATES TREASURY 2.75
02/15/2028 2,750,000.00 09/27/20243.51%
2,684,257.81
2,684,257.81

97.79 3.59%
2,689,091.79
15,668.16

1.76%
4,833.98
Aaa/AA+
AA+

2.80 2.64
9128284V9 UNITED STATES TREASURY 2.875
08/15/2028 2,500,000.00 11/12/20244.34%
2,374,804.69
2,374,804.69

97.73 3.61%
2,443,359.38
14,891.23

1.60%
68,554.69
Aaa/AA+
AA+

3.29 3.09
9128285M8 UNITED STATES TREASURY 3.125
11/15/2028 2,000,000.00 04/22/2024

4.72%
1,870,625.00
1,870,625.00

98.33 3.63%
1,966,640.62
28,832.87

1.29%
96,015.62
Aaa/AA+
AA+

3.54 3.27
228
| 14
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
91282CKD2 UNITED STATES TREASURY 4.25
02/28/2029 2,250,000.00 01/30/20254.31%
2,244,726.56
2,244,726.56
102.13

3.65%
2,297,812.50
16,110.73

1.51%
53,085.94
Aaa/AA+
AA+

3.83 3.49
91282CLC3 UNITED STATES TREASURY 4.0
07/31/2029 2,000,000.00 10/29/20244.10%
1,991,093.75
1,991,093.75
101.25

3.68%
2,025,078.12
19,889.50

1.33%
33,984.37
Aaa/AA+
AA+

4.25 3.85
91282CFJ5 UNITED STATES TREASURY 3.125
08/31/2029 2,750,000.00 12/17/20244.26%
2,618,730.47
2,618,730.47

97.78 3.68%
2,688,876.96
14,478.60

1.76%
70,146.49
Aaa/AA+
AA+

4.34 3.99
91282CFT3 UNITED STATES TREASURY 4.0
10/31/2029 1,700,000.00 02/12/20254.49%
1,665,203.13
1,665,203.13
101.23

3.70%
1,720,984.38
184.78

1.13%
55,781.25
Aaa/AA+
AA+

4.50 4.09
91282CFY2 UNITED STATES TREASURY 3.875
11/30/2029 3,000,000.00 03/24/2025

4.06%
2,976,679.69
2,976,679.69
100.72

3.70%
3,021,564.00
48,543.96

1.98%
44,884.31
Aaa/AA+
AA+

4.59 4.10
Total US Treasury 56,550,000.00 3.72%
54,726,841.80
54,726,841.80

99.07 3.83%
56,011,301.60
343,876.16

36.70%
1,284,459.80

2.15 2.00
Total Portfolio 152,861,464.24 4.25%
149,950,890.13
149,950,890.13

97.17 4.02%
152,613,357.34
1,143,501.27
100.00%
2,662,467.21

2.05 1.78
Total Market Value
+ Accrued 153,756,858.61
229
| 15
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss

ACQUISITIONS
Purchase 04/01/2025 31846V567 19,500.00 FIRST AMER:GVT OBLG Z 1.000 4.24% (19,500.00) 0.00 (19,500.00) 0.00 Purchase 04/02/2025 31846V567 9,284.29 FIRST AMER:GVT OBLG Z 1.000 4.23% (9,284.29) 0.00 (9,284.29) 0.00 Purchase 04/02/2025 31846V567 37,072.97 FIRST AMER:GVT OBLG Z 1.000 4.23% (37,072.97) 0.00 (37,072.97) 0.00 Purchase 04/09/2025 31846V567 35,625.00 FIRST AMER:GVT OBLG Z 1.000 4.23% (35,625.00) 0.00 (35,625.00) 0.00 Purchase 04/10/2025 31846V567 16,875.00 FIRST AMER:GVT OBLG Z 1.000 4.25% (16,875.00) 0.00 (16,875.00) 0.00 Purchase 04/15/2025 31846V567 88,969.73 FIRST AMER:GVT OBLG Z 1.000 4.21% (88,969.73) 0.00 (88,969.73) 0.00 Purchase 04/15/2025 31846V567 11,665.97 FIRST AMER:GVT OBLG Z 1.000 4.21% (11,665.97) 0.00 (11,665.97) 0.00 Purchase 04/16/2025 31846V567 35,949.81 FIRST AMER:GVT OBLG Z 1.000 4.22% (35,949.81) 0.00 (35,949.81) 0.00 Purchase 04/21/2025 31846V567 11,152.25 FIRST AMER:GVT OBLG Z 1.000 4.20% (11,152.25) 0.00 (11,152.25) 0.00 Purchase 04/21/2025 31846V567 54,264.94 FIRST AMER:GVT OBLG Z 1.000 4.20% (54,264.94) 0.00 (54,264.94) 0.00 Purchase 04/25/2025 31846V567 75,724.57 FIRST AMER:GVT OBLG Z 1.000 4.18% (75,724.57) 0.00 (75,724.57) 0.00 Purchase 04/25/2025 31846V567 933,442.46 FIRST AMER:GVT OBLG Z 1.000 4.18% (933,442.46) 0.00 (933,442.46) 0.00 Purchase 04/30/2025 31846V567 2,075,250.00 FIRST AMER:GVT OBLG Z 1.000 4.23% (2,075,250.00) 0.00 (2,075,250.00) 0.00 Total Purchase 3,404,776.99 (3,404,776.99) 0.00 (3,404,776.99) 0.00 TOTAL
ACQUISITIONS 3,404,776.99 (3,404,776.99) 0.00 (3,404,776.99) 0.00

DISPOSITIONS
Maturity 04/25/2025 06406RBC0 (900,000.00)

BANK OF NEW YORK
MELLON CORP 3.35
04/25/2025
100.000 3.35% 900,000.00 0.00 900,000.00 126.00
Maturity 04/30/2025 912828ZL7 (2,000,000.00) UNITED STATES TREASURY

0.375 04/30/2025 100.000 0.66% 2,000,000.00 0.00 2,000,000.00 22,656.25 Total Maturity (2,900,000.00) 2,900,000.00 0.00 2,900,000.00 22,782.25 TOTAL
DISPOSITIONS (2,900,000.00) 2,900,000.00 0.00 2,900,000.00 22,782.25 OTHER

TRANSACTIONS
230
| 16
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Coupon 04/01/2025 64952WFJ7 0.00 NEW YORK LIFE GLOBAL
FUNDING 3.9 10/01/2027 3.91% 19,500.00 0.00 19,500.00 0.00 Coupon 04/01/2025 3137F1G44 0.00 FHMS K-065 A2 3.243
04/25/2027 4.08% 2,702.50 0.00 2,702.50 0.00
Coupon 04/01/2025 3137BVZ82 0.00 FHMS K-063 A2 3.43
01/25/2027 4.09% 2,463.88 0.00 2,463.88 0.00
Coupon 04/01/2025 3137H5YC5 0.00 FHMS K-748 A2 2.26
01/25/2029 4.12% 2,825.00 0.00 2,825.00 0.00
Coupon 04/01/2025 3137FBU79 0.00 FHMS K-069 A2 3.187
09/25/2027 4.13% 3,274.48 0.00 3,274.48 0.00
Coupon 04/01/2025 3137BTUM1 0.00 FHMS K-061 A2 3.347
11/25/2026 4.23% 2,432.09 0.00 2,432.09 0.00
Coupon 04/01/2025 3137FLMV3 0.00 FHMS K-090 A2 3.422
02/25/2029 4.30% 5,703.33 0.00 5,703.33 0.00
Coupon 04/01/2025 3137BSP72 0.00 FHMS K-058 A2 2.653
08/25/2026 4.35% 4,421.67 0.00 4,421.67 0.00
Coupon 04/01/2025 3137HA4B9 0.00 FHMS K-751 A2 4.412
03/25/2030 4.37% 7,353.33 0.00 7,353.33 0.00
Coupon 04/01/2025 3137F4X72 0.00 FHMS K-075 A2 3.65
02/25/2028 4.92% 3,543.54 0.00 3,543.54 0.00
Coupon 04/01/2025 3137FJEH8 0.00 FHMS K-081 A2 3.9
08/25/2028 4.94% 4,062.50 0.00 4,062.50 0.00
Coupon 04/09/2025 3130B0TY5 0.00 FEDERAL HOME LOAN
BANKS 4.75 04/09/2027 4.84% 35,625.00 0.00 35,625.00 0.00 Coupon 04/10/2025 57629W6F2 0.00

MASSMUTUAL GLOBAL
FUNDING II 4.5
04/10/2026

4.52% 16,875.00 0.00 16,875.00 0.00
Coupon 04/15/2025 47789QAC4 0.00 JDOT 2021-B A3 0.52
03/16/2026 0.52% 3.90 0.00 3.90 0.00
Coupon 04/15/2025 47787JAC2 0.00 JDOT 2022 A3 2.32
09/15/2026 2.33% 152.34 0.00 152.34 0.00
Coupon 04/15/2025 02582JJT8 0.00 AMXCA 2022-2 A 3.39
05/17/2027 3.40% 2,556.63 0.00 2,556.63 0.00
231
| 17
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Coupon 04/15/2025 47800DAD6 0.00 JDOT 2025 A3 4.23
09/17/2029 4.23% 2,676.65 0.00 2,676.65 0.00
Coupon 04/15/2025 58769GAD5 0.00 MBALT 2024-B A3 4.23
02/15/2028 4.24% 1,921.13 0.00 1,921.13 0.00
Coupon 04/15/2025 91324PDE9 0.00 UNITEDHEALTH GROUP
INC 2.95 10/15/2027 4.60% 18,437.50 0.00 18,437.50 0.00 Coupon 04/15/2025 91282CGV7 0.00 UNITED STATES TREASURY

3.75 04/15/2026 4.63% 37,500.00 0.00 37,500.00 0.00
Coupon 04/15/2025 47800RAD5 0.00 JDOT 2024 A3 4.96
11/15/2028 4.96% 1,384.67 0.00 1,384.67 0.00
Coupon 04/15/2025 437918AC9 0.00 HAROT 2024-1 A3 5.21
08/15/2028 5.21% 5,427.08 0.00 5,427.08 0.00
Coupon 04/15/2025 161571HT4 0.00 CHAIT 2023-1 A 5.16
09/15/2028 5.23% 5,676.00 0.00 5,676.00 0.00
Coupon 04/15/2025 02582JKH2 0.00 AMXCA 2024-1 A 5.23
04/16/2029 5.23% 2,789.33 0.00 2,789.33 0.00
Coupon 04/15/2025 58770JAD6 0.00 MBALT 2024-A A3 5.32
01/18/2028 5.32% 1,551.67 0.00 1,551.67 0.00
Coupon 04/16/2025 362554AC1 0.00 GMCAR 2021-4 A3 0.68
09/16/2026 0.68% 14.61 0.00 14.61 0.00
Coupon 04/16/2025 380146AC4 0.00 GMCAR 2022-1 A3 1.26
11/16/2026 1.26% 33.16 0.00 33.16 0.00
Coupon 04/16/2025 36265WAD5 0.00 GMCAR 2022-3 A3 3.64
04/16/2027 3.64% 416.39 0.00 416.39 0.00
Coupon 04/18/2025 43815PAC3 0.00 HAROT 2022-2 A3 3.73
07/20/2026 3.73% 398.67 0.00 398.67 0.00
Coupon 04/20/2025 92348KDY6 0.00 VZMT 2025-3 A1A 4.51
03/20/2030 4.51% 2,630.83 0.00 2,630.83 0.00
Coupon 04/20/2025 36269FAD8 0.00 GMALT 2024-1 A3 5.09
03/22/2027 5.09% 1,929.96 0.00 1,929.96 0.00
Coupon 04/20/2025 379929AD4 0.00 GMALT 2023-3 A3 5.38
11/20/2026 5.38% 1,198.53 0.00 1,198.53 0.00
Coupon 04/21/2025 43815GAC3 0.00 HAROT 2021-4 A3 0.88
01/21/2026 0.89% 12.38 0.00 12.38 0.00
232
| 18
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Coupon 04/25/2025 05602RAD3 0.00 BMWOT 2022-A A3 3.21
08/25/2026 3.21% 187.82 0.00 187.82 0.00
Coupon 04/25/2025 3137BM7C4 0.00 FHMS K-051 A2 3.308
09/25/2025 3.30% 3,153.45 0.00 3,153.45 0.00
Coupon 04/25/2025 06406RBC0 0.00

BANK OF NEW YORK
MELLON CORP 3.35
04/25/2025

3.35% 15,075.00 0.00 15,075.00 0.00
Coupon 04/25/2025 096919AD7 0.00 BMWOT 2024-A A3 5.18
02/26/2029 5.18% 2,590.00 0.00 2,590.00 0.00
Coupon 04/25/2025 05611UAD5 0.00 BMWLT 2024-1 A3 4.98
03/25/2027 5.19% 4,150.00 0.00 4,150.00 0.00
Coupon 04/30/2025 912828ZL7 0.00 UNITED STATES TREASURY

0.375 04/30/2025 0.66% 3,750.00 0.00 3,750.00 0.00
Coupon 04/30/2025 9128285J5 0.00 UNITED STATES TREASURY

3.0 10/31/2025 3.02% 37,500.00 0.00 37,500.00 0.00
Coupon 04/30/2025 91282CFT3 0.00 UNITED STATES TREASURY

4.0 10/31/2029 4.49% 34,000.00 0.00 34,000.00 0.00
Total Coupon 0.00 297,900.02 0.00 297,900.02 0.00
Custody Fee 04/25/2025 CCYUSD (1,000.00) Cash 0.00% (1,000.00) 0.00 (1,000.00) 0.00 Total Custody Fee (1,000.00) (1,000.00) 0.00 (1,000.00) 0.00 Principal Paydown 04/01/2025 3137BM7C4 28,585.04 FHMS K-051 A2 3.308 09/25/2025 3.30% 28,585.04 -- 28,585.04 60.29
Principal Paydown 04/01/2025 3137FBU79 2,024.73 FHMS K-069 A2 3.187 09/25/2027 4.13% 2,024.73 -- 2,024.73 79.81
Principal Paydown 04/01/2025 3137BTUM1 1,757.14 FHMS K-061 A2 3.347 11/25/2026 4.23% 1,757.14 -- 1,757.14 63.08
Principal Paydown 04/15/2025 47789QAC4 8,989.32 JDOT 2021-B A3 0.52 03/16/2026 0.52% 8,989.32 -- 8,989.32 0.80
Principal Paydown 04/15/2025 47787JAC2 11,569.48 JDOT 2022 A3 2.32 09/15/2026 2.33% 11,569.48 -- 11,569.48 2.56
Principal Paydown 04/16/2025 362554AC1 8,957.18 GMCAR 2021-4 A3 0.68 09/16/2026 0.68% 8,957.18 -- 8,957.18 0.23
233
| 19
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Principal Paydown 04/16/2025 380146AC4 8,943.50 GMCAR 2022-1 A3 1.26 11/16/2026 1.26% 8,943.50 -- 8,943.50 0.78
Principal Paydown 04/16/2025 36265WAD5 17,584.97 GMCAR 2022-3 A3 3.64 04/16/2027 3.64% 17,584.97 -- 17,584.97 0.12
Principal Paydown 04/18/2025 43815PAC3 20,218.23 HAROT 2022-2 A3 3.73 07/20/2026 3.73% 20,218.23 -- 20,218.23 1.20
Principal Paydown 04/20/2025 379929AD4 27,888.72 GMALT 2023-3 A3 5.38 11/20/2026 5.38% 27,888.72 -- 27,888.72 3.34
Principal Paydown 04/21/2025 43815GAC3 11,139.87 HAROT 2021-4 A3 0.88 01/21/2026 0.89% 11,139.87 -- 11,139.87 2.34
Principal Paydown 04/25/2025 05602RAD3 13,861.53 BMWOT 2022-A A3 3.21 08/25/2026 3.21% 13,861.53 -- 13,861.53 0.72
Total Principal
Paydown 161,519.71 161,519.71 -- 161,519.71 215.27

TOTAL OTHER
TRANSACTIONS 160,519.71 458,419.73 0.00 458,419.73 215.27 234
| 20
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income

CASH & EQUIVALENTS
31846V567 FIRST AMER:GVT OBLG Z
5,470,282.71
2,065,505.72
3,404,776.99

0.00 5,470,282.71

0.00 37,072.97

0.00 37,072.97

0.00 0.00

0.00 37,072.97
37,072.97
CCYUSD Payable
(1,332,036.30)

0.00 0.00

0.00 (1,332,036.30)

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 CCYUSD Receivable
8,775.74
37,072.97

0.00 0.00
8,775.74

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 Total Cash & Equivalents 4,147,022.15
2,102,578.69
3,404,776.99

0.00 4,147,022.15

0.00 37,072.97

0.00 37,072.97

0.00 0.00

0.00 37,072.97 37,072.97

FIXED INCOME
00440EAV9 CHUBB INA HOLDINGS LLC

3.35 05/03/2026
09/13/2023
09/15/2023
1,000,000.00
954,220.00

0.00 0.00
954,220.00
13,772.22

0.00 16,563.89
2,791.67

0.00 0.00

0.00 2,791.67
2,791.67
009158AY2

AIR PRODUCTS AND
CHEMICALS INC 1.85
05/15/2027
02/09/2024
02/13/2024
1,500,000.00
1,371,945.00

0.00 0.00
1,371,945.00
10,483.33

0.00 12,795.83
2,312.50

0.00 0.00

0.00 2,312.50
2,312.50
023135BC9 AMAZON.COM INC 3.15
08/22/2027
07/30/2024
07/30/2024
1,000,000.00
960,450.00

0.00 0.00
960,450.00
3,412.50

0.00 6,037.50
2,625.00

0.00 0.00

0.00 2,625.00
2,625.00
023135CN4 AMAZON.COM INC 4.6
12/01/2025
11/29/2022
12/01/2022
425,000.00
424,974.50

0.00 0.00
424,974.50
6,516.67

0.00 8,145.83
1,629.17

0.00 0.00

0.00 1,629.17
1,629.17
235
| 21
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
02582JJT8 AMXCA 2022-2 A 3.39
05/17/2027
05/17/2022
05/24/2022
905,000.00
904,799.81

0.00 0.00
904,799.81
1,363.53
2,556.63
1,363.53
2,556.63

0.00 0.00

0.00 2,556.63
2,556.63
02582JKH2 AMXCA 2024-1 A 5.23
04/16/2029
04/16/2024
04/23/2024
640,000.00
639,868.80

0.00 0.00
639,868.80
1,487.64
2,789.33
1,487.64
2,789.33

0.00 0.00

0.00 2,789.33
2,789.33
037833BY5 APPLE INC 3.25 02/23/2026
02/22/2023
02/28/2023
1,000,000.00
959,390.00

0.00 0.00
959,390.00
3,430.56

0.00 6,138.89
2,708.33

0.00 0.00

0.00 2,708.33
2,708.33
05602RAD3 BMWOT 2022-A A3 3.21
08/25/2026
05/10/2022
05/18/2022
56,351.08
70,208.96

0.00 (13,860.81)
56,348.15

37.56 187.82

30.15 180.40

0.00 0.00

0.00 180.40
180.40
05611UAD5 BMWLT 2024-1 A3 4.98
03/25/2027
06/20/2024
06/21/2024
1,000,000.00
994,687.50

0.00 0.00
994,687.50
830.00
4,150.00
830.00
4,150.00

0.00 0.00

0.00 4,150.00
4,150.00
06368MJG0 BANK OF MONTREAL 5.004
01/27/2029
01/24/2025
01/27/2025
1,500,000.00
1,501,860.00

0.00 0.00
1,501,860.00
13,344.00

0.00 19,599.00
6,255.00

0.00 0.00

0.00 6,255.00
6,255.00
06406RBC0 BANK OF NEW YORK MELLON
CORP 3.35 04/25/2025
04/19/2022
04/26/2022

0.00 899,874.00

0.00 (899,874.00)

0.00 13,065.00
15,075.00

0.00 2,010.00

0.00 0.00

0.00 2,010.00
2,010.00
06428CAA2 BANK OF AMERICA NA 5.526
08/18/2026
09/13/2023
09/15/2023
1,000,000.00
998,810.00

0.00 0.00
998,810.00
6,600.50

0.00 11,205.50
4,605.00

0.00 0.00

0.00 4,605.00
4,605.00
09290DAH4 BLACKROCK INC 4.6
07/26/2027
07/18/2024
07/26/2024
750,000.00
750,645.00

0.00 0.00
750,645.00
6,229.17

0.00 9,104.17
2,875.00

0.00 0.00

0.00 2,875.00
2,875.00
236
| 22
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
096919AD7 BMWOT 2024-A A3 5.18
02/26/2029
06/04/2024
06/11/2024
600,000.00
599,908.86

0.00 0.00
599,908.86
518.00
2,590.00
518.00
2,590.00

0.00 0.00

0.00 2,590.00
2,590.00
14913R2V8

CATERPILLAR FINANCIAL
SERVICES CORP 3.4
05/13/2025
05/10/2022
05/13/2022
480,000.00
479,390.40

0.00 0.00
479,390.40
6,256.00

0.00 7,616.00
1,360.00

0.00 0.00

0.00 1,360.00
1,360.00
14913R2Z9

CATERPILLAR FINANCIAL
SERVICES CORP 3.65
08/12/2025
08/08/2022
08/12/2022
1,375,000.00
1,373,336.25

0.00 0.00
1,373,336.25
6,831.08

0.00 11,013.37
4,182.29

0.00 0.00

0.00 4,182.29
4,182.29
161571HT4 CHAIT 2023-1 A 5.16
09/15/2028
09/07/2023
09/15/2023
1,320,000.00
1,319,634.10

0.00 0.00
1,319,634.10
3,027.20
5,676.00
3,027.20
5,676.00

0.00 0.00

0.00 5,676.00
5,676.00
17275RBQ4 CISCO SYSTEMS INC 4.8
02/26/2027
02/29/2024
03/04/2024
1,500,000.00
1,500,810.00

0.00 0.00
1,500,810.00
7,000.00

0.00 13,000.00
6,000.00

0.00 0.00

0.00 6,000.00
6,000.00
24422EXF1 JOHN DEERE CAPITAL CORP

4.5 01/08/2027
01/10/2024
01/17/2024
1,000,000.00
999,460.00

0.00 0.00
999,460.00
10,375.00

0.00 14,125.00
3,750.00

0.00 0.00

0.00 3,750.00
3,750.00
24422EXZ7 JOHN DEERE CAPITAL CORP

4.65 01/07/2028
01/06/2025
01/09/2025
700,000.00
699,790.00

0.00 0.00
699,790.00
7,414.17

0.00 10,126.67
2,712.50

0.00 0.00

0.00 2,712.50
2,712.50
26442UAA2 DUKE ENERGY PROGRESS LLC

3.25 08/15/2025
06/23/2022
06/27/2022
1,000,000.00
990,710.00

0.00 0.00
990,710.00
4,152.78

0.00 6,861.11
2,708.33

0.00 0.00

0.00 2,708.33
2,708.33
3130ATS57 FEDERAL HOME LOAN BANKS

4.5 03/10/2028
03/24/2025
03/25/2025
3,000,000.00
3,039,480.00

0.00 0.00
3,039,480.00
7,875.00

0.00 19,125.00
11,250.00

0.00 0.00

0.00 11,250.00
11,250.00
237
| 23
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
3130AVVX7 FEDERAL HOME LOAN BANKS

3.75 06/09/2028
06/07/2023
06/09/2023
1,120,000.00
1,107,243.20

0.00 0.00
1,107,243.20
13,066.67

0.00 16,566.67
3,500.00

0.00 0.00

0.00 3,500.00
3,500.00
3130AWC24 FEDERAL HOME LOAN BANKS

4.0 06/09/2028
07/06/2023
07/10/2023
2,000,000.00
1,956,940.00

0.00 0.00
1,956,940.00
24,888.89

0.00 31,555.56
6,666.67

0.00 0.00

0.00 6,666.67
6,666.67
3130AWLZ1 FEDERAL HOME LOAN BANKS

4.75 06/12/2026
08/16/2023
08/17/2023
2,000,000.00
1,998,620.00

0.00 0.00
1,998,620.00
28,763.89

0.00 36,680.56
7,916.67

0.00 0.00

0.00 7,916.67
7,916.67
3130AWTQ3 FEDERAL HOME LOAN BANKS

4.625 09/11/2026 4,500,000.00
4,476,030.00

0.00 0.00
4,476,030.00
11,562.50

0.00 28,906.25
17,343.75

0.00 0.00

0.00 17,343.75
17,343.75
3130AXU63 FEDERAL HOME LOAN BANKS

4.625 11/17/2026
11/30/2023
12/01/2023
1,750,000.00
1,754,427.50

0.00 0.00
1,754,427.50
30,126.74

0.00 36,871.53
6,744.79

0.00 0.00

0.00 6,744.79
6,744.79
3130AYPN0 FEDERAL HOME LOAN BANKS

4.125 01/15/2027
01/30/2024
01/31/2024
2,000,000.00
1,995,560.00

0.00 0.00
1,995,560.00
17,416.67

0.00 24,291.67
6,875.00

0.00 0.00

0.00 6,875.00
6,875.00
3130B0TY5 FEDERAL HOME LOAN BANKS

4.75 04/09/2027
04/10/2024
04/15/2024
1,500,000.00
1,496,115.00

0.00 0.00
1,496,115.00
34,041.67
35,625.00
4,354.17
5,937.50

0.00 0.00

0.00 5,937.50
5,937.50
3133EP6K6

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.5
03/26/2027
04/08/2024
04/09/2024
1,000,000.00
995,520.00

0.00 0.00
995,520.00
625.00

0.00 4,375.00
3,750.00

0.00 0.00

0.00 3,750.00
3,750.00
3133EPSW6

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.5
08/14/2026
08/09/2023
08/14/2023
2,405,000.00
2,399,468.50

0.00 0.00
2,399,468.50
14,129.38

0.00 23,148.13
9,018.75

0.00 0.00

0.00 9,018.75
9,018.75
238
| 24
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
3133EPW68

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.125
01/22/2026
01/24/2024
01/25/2024
1,400,000.00
1,392,860.00

0.00 0.00
1,392,860.00
11,068.75

0.00 15,881.25
4,812.50

0.00 0.00

0.00 4,812.50
4,812.50
3133EPWK7

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.5
09/22/2028
10/12/2023
10/16/2023
2,000,000.00
1,981,460.00

0.00 0.00
1,981,460.00
2,250.00

0.00 9,750.00
7,500.00

0.00 0.00

0.00 7,500.00
7,500.00
3133EPZY4

FEDERAL FARM CREDIT
BANKS FUNDING CORP 5.0
07/30/2026
11/09/2023
11/10/2023
2,000,000.00
2,007,480.00

0.00 0.00
2,007,480.00
16,944.44

0.00 25,277.78
8,333.33

0.00 0.00

0.00 8,333.33
8,333.33
3133ERDZ1

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.75
05/08/2026
05/20/2024
05/21/2024
1,000,000.00
997,690.00

0.00 0.00
997,690.00
18,868.06

0.00 22,826.39
3,958.33

0.00 0.00

0.00 3,958.33
3,958.33
3133ERFJ5

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.5
05/20/2027
05/20/2024
05/21/2024
1,000,000.00
994,830.00

0.00 0.00
994,830.00
16,375.00

0.00 20,125.00
3,750.00

0.00 0.00

0.00 3,750.00
3,750.00
3137BM7C4 FHMS K-051 A2 3.308
09/25/2025
06/23/2022
06/28/2022
1,115,350.16
1,141,522.21

0.00 (28,524.75)
1,112,997.46
3,153.45
3,153.45
3,074.65
3,074.65

0.00 0.00

0.00 3,074.65
3,074.65
3137BSP72 FHMS K-058 A2 2.653
08/25/2026
02/09/2023
02/14/2023
2,000,000.00
1,890,546.88

0.00 0.00
1,890,546.88
4,421.67
4,421.67
4,421.67
4,421.67

0.00 0.00

0.00 4,421.67
4,421.67
3137BTUM1 FHMS K-061 A2 3.347
11/25/2026
09/22/2022
09/27/2022
870,221.27
840,675.75

0.00 (1,694.06)
838,981.69
2,432.09
2,432.09
2,427.19
2,427.19

0.00 0.00

0.00 2,427.19
2,427.19
3137BVZ82 FHMS K-063 A2 3.43
01/25/2027 862,000.00
839,600.51

0.00 0.00
839,600.51
2,463.88
2,463.88
2,463.88
2,463.88

0.00 0.00

0.00 2,463.88
2,463.88
239
| 25
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
3137F1G44 FHMS K-065 A2 3.243
04/25/2027
09/19/2022
09/22/2022
1,000,000.00
965,468.75

0.00 0.00
965,468.75
2,702.50
2,702.50
2,702.50
2,702.50

0.00 0.00

0.00 2,702.50
2,702.50
3137F4X72 FHMS K-075 A2 3.65
02/25/2028
09/14/2023
09/19/2023
1,165,000.00
1,107,478.13

0.00 0.00
1,107,478.13
3,543.54
3,543.54
3,543.54
3,543.54

0.00 0.00

0.00 3,543.54
3,543.54
3137FBU79 FHMS K-069 A2 3.187
09/25/2027
05/18/2023
05/23/2023
1,230,913.13
1,184,342.77

0.00 (1,944.92)
1,182,397.85
3,274.48
3,274.48
3,269.10
3,269.10

0.00 0.00

0.00 3,269.10
3,269.10
3137FJEH8 FHMS K-081 A2 3.9
08/25/2028
05/28/2024
05/31/2024
1,250,000.00
1,197,265.63

0.00 0.00
1,197,265.63
4,062.50
4,062.50
4,062.50
4,062.50

0.00 0.00

0.00 4,062.50
4,062.50
3137FLMV3 FHMS K-090 A2 3.422
02/25/2029
03/27/2025
03/31/2025
2,000,000.00
1,932,500.00

0.00 0.00
1,932,500.00
5,703.33
5,703.33
5,703.33
5,703.33

0.00 0.00

0.00 5,703.33
5,703.33
3137H5YC5 FHMS K-748 A2 2.26
01/25/2029
08/19/2024
08/22/2024
1,500,000.00
1,385,332.03

0.00 0.00
1,385,332.03
2,825.00
2,825.00
2,825.00
2,825.00

0.00 0.00

0.00 2,825.00
2,825.00
3137HA4B9 FHMS K-751 A2 4.412
03/25/2030
03/26/2025
03/31/2025
2,000,000.00
1,997,890.63

0.00 0.00
1,997,890.63
7,353.33
7,353.33
7,353.33
7,353.33

0.00 0.00

0.00 7,353.33
7,353.33
341081GN1 FLORIDA POWER & LIGHT CO

4.4 05/15/2028
05/22/2023
05/24/2023
1,500,000.00
1,484,025.00

0.00 0.00
1,484,025.00
24,933.33

0.00 30,433.33
5,500.00

0.00 0.00

0.00 5,500.00
5,500.00
362554AC1 GMCAR 2021-4 A3 0.68
09/16/2026
10/13/2021
10/21/2021
16,822.83
25,779.35

0.00 (8,956.95)
16,822.40

7.30 14.61

4.77 12.07

0.00 0.00

0.00 12.07

12.07 240
| 26
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
36265WAD5 GMCAR 2022-3 A3 3.64
04/16/2027
07/06/2022
07/13/2022
119,685.10
137,269.13

0.00 (17,584.85)
119,684.28
208.19
416.39
181.52
389.72

0.00 0.00

0.00 389.72
389.72
36269FAD8 GMALT 2024-1 A3 5.09
03/22/2027
02/08/2024
02/15/2024
455,000.00
454,943.13

0.00 0.00
454,943.13
707.65
1,929.96
707.65
1,929.96

0.00 0.00

0.00 1,929.96
1,929.96
379929AD4 GMALT 2023-3 A3 5.38
11/20/2026
08/08/2023
08/16/2023
239,441.88
267,298.55

0.00 (27,885.38)
239,413.17
439.46
1,198.53
393.62
1,152.68

0.00 0.00

0.00 1,152.68
1,152.68
380146AC4 GMCAR 2022-1 A3 1.26
11/16/2026
01/11/2022
01/19/2022
22,638.15
31,578.90

0.00 (8,942.72)
22,636.18

16.58 33.16

11.89 28.46

0.00 0.00

0.00 28.46

28.46 437076CR1 HOME DEPOT INC 4.0
09/15/2025
09/14/2022
09/19/2022
1,000,000.00
996,380.00

0.00 0.00
996,380.00
1,777.78

0.00 5,111.11
3,333.33

0.00 0.00

0.00 3,333.33
3,333.33
437076DB5 HOME DEPOT INC 4.875
06/25/2027 06/25/2024
740,000.00
738,545.60

0.00 0.00
738,545.60
9,620.00

0.00 12,626.25
3,006.25

0.00 0.00

0.00 3,006.25
3,006.25
437918AC9 HAROT 2024-1 A3 5.21
08/15/2028
02/13/2024
02/21/2024
1,250,000.00
1,249,945.63

0.00 0.00
1,249,945.63
2,894.44
5,427.08
2,894.44
5,427.08

0.00 0.00

0.00 5,427.08
5,427.08
43815GAC3 HAROT 2021-4 A3 0.88
01/21/2026
11/16/2021
11/24/2021
5,748.02
16,884.34

0.00 (11,137.53)
5,746.81

4.13 12.38

1.41 9.66

0.00 0.00

0.00 9.66

9.66 43815PAC3 HAROT 2022-2 A3 3.73
07/20/2026
08/15/2022
08/24/2022
108,041.62
128,252.21

0.00 (20,217.03)
108,035.19
172.76
398.67
145.53
371.44

0.00 0.00

0.00 371.44
371.44
241
| 27
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
438516CB0 HONEYWELL INTERNATIONAL
INC 1.35 06/01/2025
03/09/2022
03/11/2022
1,000,000.00
970,280.00

0.00 0.00
970,280.00
4,500.00

0.00 5,625.00
1,125.00

0.00 0.00

0.00 1,125.00
1,125.00
459058KT9

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 3.5 07/12/2028
07/24/2023
07/26/2023
500,000.00
483,115.00

0.00 0.00
483,115.00
3,840.28

0.00 5,298.61
1,458.33

0.00 0.00

0.00 1,458.33
1,458.33
459058LT8

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 3.625 05/05/2028
04/29/2025
05/06/2025
1,335,000.00

0.00 1,332,036.30

0.00 1,332,036.30

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 47787JAC2 JDOT 2022 A3 2.32
09/15/2026
03/10/2022
03/16/2022
67,228.86
78,780.91

0.00 (11,566.92)
67,213.98

81.25 152.34

69.32 140.41

0.00 0.00

0.00 140.41
140.41
47789QAC4 JDOT 2021-B A3 0.52
03/16/2026
07/13/2021
07/21/2021

0.00 8,988.52

0.00 (8,988.52)

0.00 2.08

3.90 0.00

1.82 0.00

0.00 0.00

1.82 1.82
47800DAD6 JDOT 2025 A3 4.23
09/17/2029
03/04/2025
03/11/2025
670,000.00
669,957.86

0.00 0.00
669,957.86
1,812.72
2,676.65
1,259.60
2,123.53

0.00 0.00

0.00 2,123.53
2,123.53
47800RAD5 JDOT 2024 A3 4.96
11/15/2028
03/11/2024
03/19/2024
335,000.00
334,981.24

0.00 0.00
334,981.24
738.49
1,384.67
738.49
1,384.67

0.00 0.00

0.00 1,384.67
1,384.67
48125LRU8 JPMORGAN CHASE BANK NA

5.11 12/08/2026 12/08/2023
1,575,000.00
1,576,460.00

0.00 0.00
1,576,460.00
25,262.56

0.00 31,969.44
6,706.88

0.00 0.00

0.00 6,706.88
6,706.88
532457CP1 ELI LILLY AND CO 4.15
08/14/2027
08/22/2024
08/23/2024
1,250,000.00
1,251,637.50

0.00 0.00
1,251,637.50
6,772.57

0.00 11,095.49
4,322.92

0.00 0.00

0.00 4,322.92
4,322.92
242
| 28
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
57629TBW6 MASSMUTUAL GLOBAL
FUNDING II 4.45 03/27/2028
03/20/2025
03/27/2025
1,340,000.00
1,338,405.40

0.00 0.00
1,338,405.40
662.56

0.00 5,631.72
4,969.17

0.00 0.00

0.00 4,969.17
4,969.17
57629W6F2 MASSMUTUAL GLOBAL
FUNDING II 4.5 04/10/2026
04/04/2023
04/12/2023
750,000.00
749,482.50

0.00 0.00
749,482.50
16,031.25
16,875.00
1,968.75
2,812.50

0.00 0.00

0.00 2,812.50
2,812.50
58769GAD5 MBALT 2024-B A3 4.23
02/15/2028
09/17/2024
09/25/2024
545,000.00
544,908.28

0.00 0.00
544,908.28
1,024.60
1,921.13
1,024.60
1,921.13

0.00 0.00

0.00 1,921.13
1,921.13
58770JAD6 MBALT 2024-A A3 5.32
01/18/2028
05/17/2024
05/23/2024
350,000.00
349,959.05

0.00 0.00
349,959.05
827.56
1,551.67
827.56
1,551.67

0.00 0.00

0.00 1,551.67
1,551.67
58989V2F0 MET TOWER GLOBAL
FUNDING 5.4 06/20/2026
06/12/2023
06/20/2023
1,000,000.00
1,000,440.00

0.00 0.00
1,000,440.00
15,150.00

0.00 19,650.00
4,500.00

0.00 0.00

0.00 4,500.00
4,500.00
61747YET8 MORGAN STANLEY 4.679
07/17/2026
09/14/2022
09/16/2022
1,000,000.00
994,030.00

0.00 0.00
994,030.00
9,617.94

0.00 13,517.11
3,899.17

0.00 0.00

0.00 3,899.17
3,899.17
63743HFE7

NATIONAL RURAL UTILITIES

COOPERATIVE FINANCE CORP

3.45 06/15/2025 1,105,000.00
1,099,973.65

0.00 0.00
1,099,973.65
11,224.96

0.00 14,401.83
3,176.88

0.00 0.00

0.00 3,176.88
3,176.88
64952WFJ7 NEW YORK LIFE GLOBAL
FUNDING 3.9 10/01/2027
09/25/2024
10/01/2024
1,000,000.00
999,820.00

0.00 0.00
999,820.00
19,500.00
19,500.00
3,250.00
3,250.00

0.00 0.00

0.00 3,250.00
3,250.00
665859AW4 NORTHERN TRUST CORP 4.0
05/10/2027
09/14/2022
09/16/2022
1,000,000.00
990,460.00

0.00 0.00
990,460.00
15,666.67

0.00 19,000.00
3,333.33

0.00 0.00

0.00 3,333.33
3,333.33
243
| 29
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
69371RS56 PACCAR FINANCIAL CORP

5.05 08/10/2026 1,450,000.00
1,451,925.00

0.00 0.00
1,451,925.00
10,373.54

0.00 16,475.63
6,102.08

0.00 0.00

0.00 6,102.08
6,102.08
713448FW3 PEPSICO INC 5.125
11/10/2026
11/08/2023
11/10/2023
510,000.00
509,862.30

0.00 0.00
509,862.30
10,237.19

0.00 12,415.31
2,178.13

0.00 0.00

0.00 2,178.13
2,178.13
74456QBU9 PUBLIC SERVICE ELECTRIC
AND GAS CO 3.7 05/01/2028
06/22/2023
06/26/2023
750,000.00
715,005.00

0.00 0.00
715,005.00
11,562.50

0.00 13,875.00
2,312.50

0.00 0.00

0.00 2,312.50
2,312.50
78016HZT0 ROYAL BANK OF CANADA

4.875 01/19/2027
01/10/2024
01/19/2024
1,245,000.00
1,244,688.75

0.00 0.00
1,244,688.75
12,138.75

0.00 17,196.56
5,057.81

0.00 0.00

0.00 5,057.81
5,057.81
857477CL5 STATE STREET CORP 4.993
03/18/2027
03/13/2024
03/18/2024
1,210,000.00
1,210,000.00

0.00 0.00
1,210,000.00
2,181.66

0.00 7,216.27
5,034.61

0.00 0.00

0.00 5,034.61
5,034.61
89115A2A9 TORONTO-DOMINION BANK

3.766 06/06/2025
06/02/2022
06/08/2022
1,000,000.00
1,001,830.00

0.00 0.00
1,001,830.00
12,030.28

0.00 15,168.61
3,138.33

0.00 0.00

0.00 3,138.33
3,138.33
89236TKJ3 TOYOTA MOTOR CREDIT
CORP 4.55 09/20/2027
06/20/2024
06/21/2024
1,000,000.00
989,900.00

0.00 0.00
989,900.00
1,390.28

0.00 5,181.94
3,791.67

0.00 0.00

0.00 3,791.67
3,791.67
9128283F5 UNITED STATES TREASURY

2.25 11/15/2027
06/07/2023
06/09/2023
1,400,000.00
1,298,937.50

0.00 0.00
1,298,937.50
11,921.27

0.00 14,531.77
2,610.50

0.00 0.00

0.00 2,610.50
2,610.50
9128283W8 UNITED STATES TREASURY

2.75 02/15/2028
09/27/2024
09/30/2024
2,750,000.00
2,684,257.81

0.00 0.00
2,684,257.81
9,400.90

0.00 15,668.16
6,267.27

0.00 0.00

0.00 6,267.27
6,267.27
244
| 30
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
9128284V9 UNITED STATES TREASURY

2.875 08/15/2028
11/12/2024
11/15/2024
2,500,000.00
2,374,804.69

0.00 0.00
2,374,804.69
8,934.74

0.00 14,891.23
5,956.49

0.00 0.00

0.00 5,956.49
5,956.49
9128285C0 UNITED STATES TREASURY 3.0
09/30/2025 3,250,000.00
3,259,882.81

0.00 0.00
3,259,882.81
266.39

0.00 8,258.20
7,991.80

0.00 0.00

0.00 7,991.80
7,991.80
9128285J5 UNITED STATES TREASURY 3.0
10/31/2025
06/23/2022
06/24/2022
2,500,000.00
2,498,632.81

0.00 0.00
2,498,632.81
31,491.71
37,500.00
203.80
6,212.09

0.00 0.00

0.00 6,212.09
6,212.09
9128285M8 UNITED STATES TREASURY

3.125 11/15/2028
04/22/2024
04/23/2024
2,000,000.00
1,870,625.00

0.00 0.00
1,870,625.00
23,653.31

0.00 28,832.87
5,179.56

0.00 0.00

0.00 5,179.56
5,179.56
9128285T3 UNITED STATES TREASURY

2.625 12/31/2025
09/14/2022
09/15/2022
2,500,000.00
2,412,792.97

0.00 0.00
2,412,792.97
16,496.89

0.00 21,935.43
5,438.54

0.00 0.00

0.00 5,438.54
5,438.54
9128286L9 UNITED STATES TREASURY

2.25 03/31/2026
09/14/2022
09/15/2022
2,500,000.00
2,377,832.03

0.00 0.00
2,377,832.03
153.69

0.00 4,764.34
4,610.66

0.00 0.00

0.00 4,610.66
4,610.66
912828M56 UNITED STATES TREASURY

2.25 11/15/2025
06/23/2022
06/24/2022
2,500,000.00
2,431,152.34

0.00 0.00
2,431,152.34
21,287.98

0.00 25,949.59
4,661.60

0.00 0.00

0.00 4,661.60
4,661.60
912828U24 UNITED STATES TREASURY 2.0
11/15/2026
09/13/2023
09/14/2023
3,000,000.00
2,767,031.25

0.00 0.00
2,767,031.25
22,707.18

0.00 27,679.56
4,972.38

0.00 0.00

0.00 4,972.38
4,972.38
912828YX2 UNITED STATES TREASURY

1.75 12/31/2026
12/27/2023
12/28/2023
1,750,000.00
1,641,240.23

0.00 0.00
1,641,240.23
7,698.55

0.00 10,236.53
2,537.98

0.00 0.00

0.00 2,537.98
2,537.98
245
| 31
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
912828ZL7 UNITED STATES TREASURY

0.375 04/30/2025
04/12/2021
04/13/2021

0.00 1,977,343.75

0.00 (1,977,343.75)

0.00 3,149.17
3,750.00

0.00 600.83

0.00 0.00

0.00 600.83
600.83
912828ZT0 UNITED STATES TREASURY

0.25 05/31/2025
10/14/2021
10/15/2021
1,800,000.00
1,765,757.81

0.00 0.00
1,765,757.81
1,508.24

0.00 1,879.12
370.88

0.00 0.00

0.00 370.88
370.88
91282CAB7 UNITED STATES TREASURY

0.25 07/31/2025
12/02/2021
12/03/2021
2,000,000.00
1,942,031.25

0.00 0.00
1,942,031.25
828.73

0.00 1,243.09
414.36

0.00 0.00

0.00 414.36
414.36
91282CAJ0 UNITED STATES TREASURY

0.25 08/31/2025
03/22/2022
03/23/2022
1,000,000.00
928,828.13

0.00 0.00
928,828.13
217.39

0.00 421.20
203.80

0.00 0.00

0.00 203.80
203.80
91282CEF4 UNITED STATES TREASURY 2.5
03/31/2027
11/17/2022
11/18/2022
2,500,000.00
2,349,414.06

0.00 0.00
2,349,414.06
170.77

0.00 5,293.72
5,122.95

0.00 0.00

0.00 5,122.95
5,122.95
91282CEW7 UNITED STATES TREASURY

3.25 06/30/2027
12/12/2022
12/13/2022
1,300,000.00
1,266,687.50

0.00 0.00
1,266,687.50
10,620.86

0.00 14,122.24
3,501.38

0.00 0.00

0.00 3,501.38
3,501.38
91282CFB2 UNITED STATES TREASURY

2.75 07/31/2027
07/26/2023
07/27/2023
2,000,000.00
1,887,109.38

0.00 0.00
1,887,109.38
9,116.02

0.00 13,674.03
4,558.01

0.00 0.00

0.00 4,558.01
4,558.01
91282CFH9 UNITED STATES TREASURY

3.125 08/31/2027
01/24/2023
01/25/2023
2,500,000.00
2,445,117.19

0.00 0.00
2,445,117.19
6,793.48

0.00 13,162.36
6,368.89

0.00 0.00

0.00 6,368.89
6,368.89
91282CFJ5 UNITED STATES TREASURY

3.125 08/31/2029
12/17/2024
12/20/2024
2,750,000.00
2,618,730.47

0.00 0.00
2,618,730.47
7,472.83

0.00 14,478.60
7,005.77

0.00 0.00

0.00 7,005.77
7,005.77
246
| 32
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
91282CFM8 UNITED STATES TREASURY

4.125 09/30/2027
02/22/2023
02/28/2023
1,600,000.00
1,595,500.00

0.00 0.00
1,595,500.00
180.33

0.00 5,590.16
5,409.84

0.00 0.00

0.00 5,409.84
5,409.84
91282CFT3 UNITED STATES TREASURY 4.0
10/31/2029
02/12/2025
02/14/2025
1,700,000.00
1,665,203.13

0.00 0.00
1,665,203.13
28,552.49
34,000.00
184.78
5,632.30

0.00 0.00

0.00 5,632.30
5,632.30
91282CFY2 UNITED STATES TREASURY

3.875 11/30/2029
03/24/2025
03/25/2025
3,000,000.00
2,976,679.69

0.00 0.00
2,976,679.69
38,962.91

0.00 48,543.96
9,581.04

0.00 0.00

0.00 9,581.04
9,581.04
91282CGH8 UNITED STATES TREASURY 3.5
01/31/2028
11/26/2024
11/27/2024
1,500,000.00
1,467,070.31

0.00 0.00
1,467,070.31
8,701.66

0.00 13,052.49
4,350.83

0.00 0.00

0.00 4,350.83
4,350.83
91282CGV7 UNITED STATES TREASURY

3.75 04/15/2026
03/20/2024
03/21/2024
2,000,000.00
1,965,703.13

0.00 0.00
1,965,703.13
34,615.38
37,500.00
3,278.69
6,163.30

0.00 0.00

0.00 6,163.30
6,163.30
91282CKD2 UNITED STATES TREASURY

4.25 02/28/2029
01/30/2025
01/31/2025
2,250,000.00
2,244,726.56

0.00 0.00
2,244,726.56
8,315.22

0.00 16,110.73
7,795.52

0.00 0.00

0.00 7,795.52
7,795.52
91282CLC3 UNITED STATES TREASURY 4.0
07/31/2029
10/29/2024
10/31/2024
2,000,000.00
1,991,093.75

0.00 0.00
1,991,093.75
13,259.67

0.00 19,889.50
6,629.83

0.00 0.00

0.00 6,629.83
6,629.83
91324PDE9 UNITEDHEALTH GROUP INC

2.95 10/15/2027
07/30/2024
07/31/2024
1,250,000.00
1,189,300.00

0.00 0.00
1,189,300.00
17,003.47
18,437.50
1,638.89
3,072.92

0.00 0.00

0.00 3,072.92
3,072.92
92348KDY6 VZMT 2025-3 A1A 4.51
03/20/2030
03/25/2025
03/31/2025
1,050,000.00
1,049,954.85

0.00 0.00
1,049,954.85
131.54
2,630.83
1,446.96
3,946.25

0.00 0.00

0.00 3,946.25
3,946.25
247
| 33
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income
Total Fixed Income 148,714,442.09
147,510,353.88
1,332,036.30
(3,038,522.19)
145,803,867.98
993,109.41
297,900.02
1,143,501.27
448,291.89

0.00 0.00

0.00 448,291.89 448,291.89
TOTAL PORTFOLIO 152,861,464.24
149,612,932.57
4,736,813.29
(3,038,522.19)
149,950,890.13
993,109.41
334,972.99
1,143,501.27
485,364.86

0.00 0.00

0.00 485,364.86 485,364.86
248
| 34
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount APRIL 2025
04/30/2025 Coupon 912828ZL7 0.00 UNITED STATES TREASURY 0.375 04/30/2025 3,750.00 3,750.00 04/30/2025 Maturity 912828ZL7 (2,000,000.00) UNITED STATES TREASURY 0.375 04/30/2025 2,000,000.00 2,000,000.00 04/30/2025 Coupon 9128285J5 0.00 UNITED STATES TREASURY 3.0 10/31/2025 37,500.00 37,500.00 04/30/2025 Coupon 91282CFT3 0.00 UNITED STATES TREASURY 4.0 10/31/2029 34,000.00 34,000.00 April 2025 Total 2,000,000.00 75,250.00 2,075,250.00
MAY 2025
05/01/2025 Dividend 31846V567 5,470,282.71 FIRST AMER:GVT OBLG Z 8,775.74 8,775.74 05/01/2025 Coupon 74456QBU9 750,000.00 PUBLIC SERVICE ELECTRIC AND GAS CO 3.7 05/01/2028 13,875.00 13,875.00
05/05/2025 Coupon 00440EAV9 1,000,000.00 CHUBB INA HOLDINGS LLC 3.35 05/03/2026 16,750.00 16,750.00 05/08/2025 Coupon 3133ERDZ1 1,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.75 05/08/2026 23,750.00 23,750.00
05/12/2025 Coupon 665859AW4 1,000,000.00 NORTHERN TRUST CORP 4.0 05/10/2027 20,000.00 20,000.00 05/12/2025 Coupon 713448FW3 510,000.00 PEPSICO INC 5.125 11/10/2026 13,068.75 13,068.75 05/13/2025 Coupon 14913R2V8 480,000.00 CATERPILLAR FINANCIAL SERVICES CORP 3.4 05/13/2025 8,160.00 8,160.00
05/13/2025 Final Maturity 14913R2V8 480,000.00 CATERPILLAR FINANCIAL SERVICES CORP 3.4 05/13/2025 480,000.00 480,000.00
05/15/2025 Coupon 009158AY2 1,500,000.00 AIR PRODUCTS AND CHEMICALS INC 1.85 05/15/2027 13,875.00 13,875.00
05/15/2025 Coupon 02582JJT8 905,000.00 AMXCA 2022-2 A 3.39 05/17/2027 2,556.63 2,556.63 05/15/2025 Final Maturity 02582JJT8 905,000.00 AMXCA 2022-2 A 3.39 05/17/2027 905,000.00 905,000.00 05/15/2025 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 05/15/2025 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 05/15/2025 Coupon 341081GN1 1,500,000.00 FLORIDA POWER & LIGHT CO 4.4 05/15/2028 33,000.00 33,000.00 05/15/2025 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 5,427.08 5,427.08 05/15/2025 Coupon 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 128.26 128.26 05/15/2025 Principal Paydown 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 12,988.84 12,988.84 05/15/2025 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 05/15/2025 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,384.67 1,384.67 05/15/2025 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 05/15/2025 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 249
| 35
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 05/15/2025 Coupon 9128283F5 1,400,000.00 UNITED STATES TREASURY 2.25 11/15/2027 15,750.00 15,750.00 05/15/2025 Coupon 9128285M8 2,000,000.00 UNITED STATES TREASURY 3.125 11/15/2028 31,250.00 31,250.00 05/15/2025 Coupon 912828M56 2,500,000.00 UNITED STATES TREASURY 2.25 11/15/2025 28,125.00 28,125.00 05/15/2025 Coupon 912828U24 3,000,000.00 UNITED STATES TREASURY 2.0 11/15/2026 30,000.00 30,000.00 05/16/2025 Coupon 362554AC1 16,822.83 GMCAR 2021-4 A3 0.68 09/16/2026 14.44 14.44 05/16/2025 Principal Paydown 362554AC1 16,822.83 GMCAR 2021-4 A3 0.68 09/16/2026 7,860.04 7,860.04 05/16/2025 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 374.66 374.66 05/16/2025 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 15,484.62 15,484.62 05/16/2025 Coupon 380146AC4 22,638.15 GMCAR 2022-1 A3 1.26 11/16/2026 26.06 26.06 05/16/2025 Principal Paydown 380146AC4 22,638.15 GMCAR 2022-1 A3 1.26 11/16/2026 7,459.35 7,459.35 05/19/2025 Coupon 3130AXU63 1,750,000.00 FEDERAL HOME LOAN BANKS 4.625 11/17/2026 40,468.75 40,468.75
05/19/2025 Coupon 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 349.99 349.99 05/19/2025 Principal Paydown 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 18,455.62 18,455.62 05/20/2025 Coupon 3133ERFJ5 1,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 05/20/2027 22,500.00 22,500.00
05/20/2025 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 1,929.96 1,929.96 05/20/2025 Coupon 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 1,062.48 1,062.48 05/20/2025 Principal Paydown 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 37,767.31 37,767.31 05/20/2025 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 05/21/2025 Coupon 43815GAC3 5,748.02 HAROT 2021-4 A3 0.88 01/21/2026 4.22 4.22 05/21/2025 Effective Maturity 43815GAC3 5,748.02 HAROT 2021-4 A3 0.88 01/21/2026 5,748.02 5,748.02 05/26/2025 Coupon 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 153.59 153.59 05/26/2025 Principal Paydown 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 12,290.41 12,290.41 05/26/2025 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 4,150.00 4,150.00 05/26/2025 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 05/26/2025 Coupon 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 3,146.81 3,146.81 05/26/2025 Principal Paydown 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 2,561.65 2,561.65 05/26/2025 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 05/26/2025 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,427.19 2,427.19 05/26/2025 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,867.06 1,867.06 05/26/2025 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 250
| 36
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 05/26/2025 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 05/26/2025 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 05/26/2025 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,269.10 3,269.10 05/26/2025 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,166.42 2,166.42 05/26/2025 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 05/26/2025 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 05/26/2025 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 05/26/2025 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 May 2025 Total 1,518,425.08 390,889.69 1,909,314.77
JUNE 2025
06/02/2025 Coupon 023135CN4 425,000.00 AMAZON.COM INC 4.6 12/01/2025 9,775.00 9,775.00 06/02/2025 Coupon 438516CB0 1,000,000.00 HONEYWELL INTERNATIONAL INC 1.35 06/01/2025 6,750.00 6,750.00
06/02/2025 Final Maturity 438516CB0 1,000,000.00 HONEYWELL INTERNATIONAL INC 1.35 06/01/2025 1,000,000.00 1,000,000.00
06/02/2025 Coupon 912828ZT0 1,800,000.00 UNITED STATES TREASURY 0.25 05/31/2025 2,250.00 2,250.00 06/02/2025 Final Maturity 912828ZT0 1,800,000.00 UNITED STATES TREASURY 0.25 05/31/2025 1,800,000.00 1,800,000.00 06/02/2025 Coupon 91282CFY2 3,000,000.00 UNITED STATES TREASURY 3.875 11/30/2029 58,125.00 58,125.00 06/06/2025 Coupon 89115A2A9 1,000,000.00 TORONTO-DOMINION BANK 3.766 06/06/2025 18,830.00 18,830.00 06/06/2025 Final Maturity 89115A2A9 1,000,000.00 TORONTO-DOMINION BANK 3.766 06/06/2025 1,000,000.00 1,000,000.00 06/09/2025 Coupon 3130AVVX7 1,120,000.00 FEDERAL HOME LOAN BANKS 3.75 06/09/2028 21,000.00 21,000.00 06/09/2025 Coupon 3130AWC24 2,000,000.00 FEDERAL HOME LOAN BANKS 4.0 06/09/2028 40,000.00 40,000.00 06/09/2025 Coupon 48125LRU8 1,575,000.00 JPMORGAN CHASE BANK NA 5.11 12/08/2026 40,241.25 40,241.25 06/12/2025 Coupon 3130AWLZ1 2,000,000.00 FEDERAL HOME LOAN BANKS 4.75 06/12/2026 47,500.00 47,500.00 06/16/2025 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 06/16/2025 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 06/16/2025 Coupon 362554AC1 16,822.83 GMCAR 2021-4 A3 0.68 09/16/2026 9.98 9.98 06/16/2025 Principal Paydown 362554AC1 16,822.83 GMCAR 2021-4 A3 0.68 09/16/2026 7,517.37 7,517.37 06/16/2025 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 327.69 327.69 06/16/2025 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 15,195.71 15,195.71 06/16/2025 Coupon 380146AC4 22,638.15 GMCAR 2022-1 A3 1.26 11/16/2026 18.23 18.23 06/16/2025 Principal Paydown 380146AC4 22,638.15 GMCAR 2022-1 A3 1.26 11/16/2026 7,298.82 7,298.82 251
| 37
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 06/16/2025 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 5,427.08 5,427.08 06/16/2025 Coupon 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 103.15 103.15 06/16/2025 Principal Paydown 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 10,510.63 10,510.63 06/16/2025 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 06/16/2025 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,384.67 1,384.67 06/16/2025 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 06/16/2025 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 06/16/2025 Coupon 63743HFE7 1,105,000.00 NATIONAL RURAL UTILITIES COOPERATIVE FINANCE CORP 3.45 06/15/2025 19,061.25 19,061.25
06/16/2025 Final Maturity 63743HFE7 1,105,000.00 NATIONAL RURAL UTILITIES COOPERATIVE FINANCE CORP 3.45 06/15/2025 1,105,000.00 1,105,000.00
06/18/2025 Coupon 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 292.62 292.62 06/18/2025 Principal Paydown 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 16,598.76 16,598.76 06/20/2025 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 1,929.96 1,929.96 06/20/2025 Coupon 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 893.15 893.15 06/20/2025 Principal Paydown 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 34,264.98 34,264.98 06/20/2025 Coupon 58989V2F0 1,000,000.00 MET TOWER GLOBAL FUNDING 5.4 06/20/2026 27,000.00 27,000.00 06/20/2025 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 06/25/2025 Coupon 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 120.71 120.71 06/25/2025 Principal Paydown 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 11,980.15 11,980.15 06/25/2025 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 4,150.00 4,150.00 06/25/2025 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 06/25/2025 Coupon 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 3,139.75 3,139.75 06/25/2025 Principal Paydown 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 43,210.24 43,210.24 06/25/2025 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 06/25/2025 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,421.98 2,421.98 06/25/2025 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,768.77 1,768.77 06/25/2025 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 06/25/2025 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 06/25/2025 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 06/25/2025 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,263.35 3,263.35 06/25/2025 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,038.53 2,038.53 252
| 38
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 06/25/2025 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 06/25/2025 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 06/25/2025 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 06/25/2025 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 06/25/2025 Coupon 437076DB5 740,000.00 HOME DEPOT INC 4.875 06/25/2027 18,037.50 18,037.50 06/30/2025 Coupon 9128285T3 2,500,000.00 UNITED STATES TREASURY 2.625 12/31/2025 32,812.50 32,812.50 06/30/2025 Coupon 912828YX2 1,750,000.00 UNITED STATES TREASURY 1.75 12/31/2026 15,312.50 15,312.50 06/30/2025 Coupon 91282CEW7 1,300,000.00 UNITED STATES TREASURY 3.25 06/30/2027 21,125.00 21,125.00 June 2025 Total 5,055,383.95 455,214.39 5,510,598.35
JULY 2025
07/07/2025 Coupon 24422EXZ7 700,000.00 JOHN DEERE CAPITAL CORP 4.65 01/07/2028 16,094.17 16,094.17 07/08/2025 Coupon 24422EXF1 1,000,000.00 JOHN DEERE CAPITAL CORP 4.5 01/08/2027 22,500.00 22,500.00 07/14/2025 Coupon 459058KT9 500,000.00 INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPM 3.5 07/12/2028 8,750.00 8,750.00
07/15/2025 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 07/15/2025 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 07/15/2025 Coupon 3130AYPN0 2,000,000.00 FEDERAL HOME LOAN BANKS 4.125 01/15/2027 41,250.00 41,250.00
07/15/2025 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 5,427.08 5,427.08 07/15/2025 Coupon 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 82.83 82.83 07/15/2025 Principal Paydown 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 12,446.79 12,446.79 07/15/2025 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 07/15/2025 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,384.67 1,384.67 07/15/2025 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 07/15/2025 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 07/16/2025 Coupon 362554AC1 16,822.83 GMCAR 2021-4 A3 0.68 09/16/2026 5.72 5.72 07/16/2025 Principal Paydown 362554AC1 16,822.83 GMCAR 2021-4 A3 0.68 09/16/2026 7,221.92 7,221.92 07/16/2025 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 281.60 281.60 07/16/2025 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 14,863.35 14,863.35 07/16/2025 Coupon 380146AC4 22,638.15 GMCAR 2022-1 A3 1.26 11/16/2026 10.57 10.57 07/16/2025 Principal Paydown 380146AC4 22,638.15 GMCAR 2022-1 A3 1.26 11/16/2026 7,137.84 7,137.84 07/17/2025 Coupon 61747YET8 1,000,000.00 MORGAN STANLEY 4.679 07/17/2026 23,395.00 23,395.00 253
| 39
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 07/17/2025 Effective Maturity 61747YET8 1,000,000.00 MORGAN STANLEY 4.679 07/17/2026 1,000,000.00 1,000,000.00 07/18/2025 Coupon 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 241.03 241.03 07/18/2025 Principal Paydown 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 16,186.27 16,186.27 07/21/2025 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 1,929.96 1,929.96 07/21/2025 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 3,235.56 3,235.56 07/21/2025 Coupon 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 739.53 739.53 07/21/2025 Principal Paydown 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 32,769.64 32,769.64 07/21/2025 Coupon 78016HZT0 1,245,000.00 ROYAL BANK OF CANADA 4.875 01/19/2027 30,346.88 30,346.88 07/21/2025 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 07/22/2025 Coupon 3133EPW68 1,400,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.125 01/22/2026 28,875.00 28,875.00
07/25/2025 Coupon 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 88.66 88.66 07/25/2025 Principal Paydown 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 11,656.57 11,656.57 07/25/2025 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 4,150.00 4,150.00 07/25/2025 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 17,594.12 17,594.12 07/25/2025 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 07/25/2025 Coupon 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 3,020.63 3,020.63 07/25/2025 Principal Paydown 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 202,411.69 202,411.69 07/25/2025 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 07/25/2025 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,417.05 2,417.05 07/25/2025 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,878.29 1,878.29 07/25/2025 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 07/25/2025 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 07/25/2025 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 07/25/2025 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,257.93 3,257.93 07/25/2025 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,179.78 2,179.78 07/25/2025 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 07/25/2025 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 07/25/2025 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 07/25/2025 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 07/28/2025 Coupon 06368MJG0 1,500,000.00 BANK OF MONTREAL 5.004 01/27/2029 37,530.00 37,530.00 07/28/2025 Coupon 09290DAH4 750,000.00 BLACKROCK INC 4.6 07/26/2027 17,250.00 17,250.00 254
| 40
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 07/30/2025 Coupon 3133EPZY4 2,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

5.0 07/30/2026 50,000.00 50,000.00
07/31/2025 Coupon 91282CAB7 2,000,000.00 UNITED STATES TREASURY 0.25 07/31/2025 2,500.00 2,500.00 07/31/2025 Final Maturity 91282CAB7 2,000,000.00 UNITED STATES TREASURY 0.25 07/31/2025 2,000,000.00 2,000,000.00 07/31/2025 Coupon 91282CFB2 2,000,000.00 UNITED STATES TREASURY 2.75 07/31/2027 27,500.00 27,500.00 07/31/2025 Coupon 91282CGH8 1,500,000.00 UNITED STATES TREASURY 3.5 01/31/2028 26,250.00 26,250.00 07/31/2025 Coupon 91282CLC3 2,000,000.00 UNITED STATES TREASURY 4.0 07/31/2029 40,000.00 40,000.00 July 2025 Total 3,329,581.83 449,190.37 3,778,772.20
AUGUST 2025
08/11/2025 Coupon 69371RS56 1,450,000.00 PACCAR FINANCIAL CORP 5.05 08/10/2026 36,612.50 36,612.50 08/12/2025 Coupon 14913R2Z9 1,375,000.00 CATERPILLAR FINANCIAL SERVICES CORP 3.65 08/12/2025 25,093.75 25,093.75
08/12/2025 Final Maturity 14913R2Z9 1,375,000.00 CATERPILLAR FINANCIAL SERVICES CORP 3.65 08/12/2025 1,375,000.00 1,375,000.00
08/14/2025 Coupon 3133EPSW6 2,405,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 08/14/2026 54,112.50 54,112.50
08/14/2025 Coupon 532457CP1 1,250,000.00 ELI LILLY AND CO 4.15 08/14/2027 25,937.50 25,937.50 08/15/2025 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 08/15/2025 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 08/15/2025 Coupon 26442UAA2 1,000,000.00 DUKE ENERGY PROGRESS LLC 3.25 08/15/2025 16,250.00 16,250.00 08/15/2025 Final Maturity 26442UAA2 1,000,000.00 DUKE ENERGY PROGRESS LLC 3.25 08/15/2025 1,000,000.00 1,000,000.00 08/15/2025 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 5,427.08 5,427.08 08/15/2025 Coupon 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 58.76 58.76 08/15/2025 Principal Paydown 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 11,277.40 11,277.40 08/15/2025 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 08/15/2025 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,384.67 1,384.67 08/15/2025 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 08/15/2025 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 08/15/2025 Coupon 9128283W8 2,750,000.00 UNITED STATES TREASURY 2.75 02/15/2028 37,812.50 37,812.50 08/15/2025 Coupon 9128284V9 2,500,000.00 UNITED STATES TREASURY 2.875 08/15/2028 35,937.50 35,937.50 08/18/2025 Coupon 06428CAA2 1,000,000.00 BANK OF AMERICA NA 5.526 08/18/2026 27,630.00 27,630.00 08/18/2025 Coupon 362554AC1 16,822.83 GMCAR 2021-4 A3 0.68 09/16/2026 1.63 1.63 255
| 41
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 08/18/2025 Effective Maturity 362554AC1 16,822.83 GMCAR 2021-4 A3 0.68 09/16/2026 2,878.27 2,878.27 08/18/2025 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 236.51 236.51 08/18/2025 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 14,410.18 14,410.18 08/18/2025 Coupon 380146AC4 22,638.15 GMCAR 2022-1 A3 1.26 11/16/2026 3.07 3.07 08/18/2025 Effective Maturity 380146AC4 22,638.15 GMCAR 2022-1 A3 1.26 11/16/2026 2,925.09 2,925.09 08/18/2025 Coupon 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 190.72 190.72 08/18/2025 Principal Paydown 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 15,691.53 15,691.53 08/20/2025 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 1,916.23 1,916.23 08/20/2025 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 35,872.19 35,872.19 08/20/2025 Coupon 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 592.62 592.62 08/20/2025 Principal Paydown 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 31,304.24 31,304.24 08/20/2025 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 08/22/2025 Coupon 023135BC9 1,000,000.00 AMAZON.COM INC 3.15 08/22/2027 15,750.00 15,750.00 08/25/2025 Coupon 037833BY5 1,000,000.00 APPLE INC 3.25 02/23/2026 16,250.00 16,250.00 08/25/2025 Coupon 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 57.48 57.48 08/25/2025 Principal Paydown 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 11,270.24 11,270.24 08/25/2025 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 4,076.98 4,076.98 08/25/2025 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 84,749.47 84,749.47 08/25/2025 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 08/25/2025 Coupon 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 2,462.65 2,462.65 08/25/2025 Principal Paydown 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 373,202.90 373,202.90 08/25/2025 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 08/25/2025 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,411.81 2,411.81 08/25/2025 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,780.46 1,780.46 08/25/2025 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 08/25/2025 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 08/25/2025 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 08/25/2025 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,252.14 3,252.14 08/25/2025 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,052.42 2,052.42 08/25/2025 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 08/25/2025 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 08/25/2025 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 256
| 42
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 08/25/2025 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 08/26/2025 Coupon 17275RBQ4 1,500,000.00 CISCO SYSTEMS INC 4.8 02/26/2027 36,000.00 36,000.00 August 2025 Total 2,962,414.41 403,370.68 3,365,785.09
SEPTEMBER 2025
09/02/2025 Coupon 91282CAJ0 1,000,000.00 UNITED STATES TREASURY 0.25 08/31/2025 1,250.00 1,250.00 09/02/2025 Final Maturity 91282CAJ0 1,000,000.00 UNITED STATES TREASURY 0.25 08/31/2025 1,000,000.00 1,000,000.00 09/02/2025 Coupon 91282CFH9 2,500,000.00 UNITED STATES TREASURY 3.125 08/31/2027 39,062.50 39,062.50 09/02/2025 Coupon 91282CFJ5 2,750,000.00 UNITED STATES TREASURY 3.125 08/31/2029 42,968.75 42,968.75 09/02/2025 Coupon 91282CKD2 2,250,000.00 UNITED STATES TREASURY 4.25 02/28/2029 47,812.50 47,812.50 09/10/2025 Coupon 3130ATS57 3,000,000.00 FEDERAL HOME LOAN BANKS 4.5 03/10/2028 67,500.00 67,500.00 09/11/2025 Coupon 3130AWTQ3 4,500,000.00 FEDERAL HOME LOAN BANKS 4.625 09/11/2026 104,062.50 104,062.50
09/15/2025 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 09/15/2025 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 09/15/2025 Coupon 437076CR1 1,000,000.00 HOME DEPOT INC 4.0 09/15/2025 20,000.00 20,000.00 09/15/2025 Final Maturity 437076CR1 1,000,000.00 HOME DEPOT INC 4.0 09/15/2025 1,000,000.00 1,000,000.00 09/15/2025 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 5,427.08 5,427.08 09/15/2025 Coupon 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 36.96 36.96 09/15/2025 Principal Paydown 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 10,984.00 10,984.00 09/15/2025 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 09/15/2025 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,384.67 1,384.67 09/15/2025 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 09/15/2025 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 09/16/2025 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 192.80 192.80 09/16/2025 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 14,096.67 14,096.67 09/18/2025 Coupon 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 141.94 141.94 09/18/2025 Principal Paydown 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 15,296.31 15,296.31 09/18/2025 Coupon 857477CL5 1,210,000.00 STATE STREET CORP 4.993 03/18/2027 30,207.65 30,207.65 09/22/2025 Coupon 3133EPWK7 2,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 09/22/2028 45,000.00 45,000.00
09/22/2025 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 1,764.08 1,764.08 09/22/2025 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 54,044.10 54,044.10 257
| 43
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 09/22/2025 Coupon 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 452.27 452.27 09/22/2025 Principal Paydown 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 36,040.18 36,040.18 09/22/2025 Coupon 89236TKJ3 1,000,000.00 TOYOTA MOTOR CREDIT CORP 4.55 09/20/2027 22,750.00 22,750.00 09/22/2025 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 09/25/2025 Coupon 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 27.33 27.33 09/25/2025 Principal Paydown 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 9,548.14 9,548.14 09/25/2025 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 3,725.27 3,725.27 09/25/2025 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 83,241.40 83,241.40 09/25/2025 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 09/25/2025 Coupon 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 1,433.85 1,433.85 09/25/2025 Final Maturity 3137BM7C4 1,115,350.16 FHMS K-051 A2 3.308 09/25/2025 520,140.33 520,140.33 09/25/2025 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 09/25/2025 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,406.85 2,406.85 09/25/2025 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,786.16 1,786.16 09/25/2025 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 09/25/2025 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 09/25/2025 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 09/25/2025 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,246.69 3,246.69 09/25/2025 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,059.18 2,059.18 09/25/2025 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 09/25/2025 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 09/25/2025 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 09/25/2025 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 09/26/2025 Coupon 3133EP6K6 1,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 03/26/2027 22,500.00 22,500.00
09/29/2025 Coupon 57629TBW6 1,340,000.00 MASSMUTUAL GLOBAL FUNDING II 4.45 03/27/2028 29,815.00 29,815.00
09/30/2025 Coupon 9128285C0 3,250,000.00 UNITED STATES TREASURY 3.0 09/30/2025 48,750.00 48,750.00 09/30/2025 Final Maturity 9128285C0 3,250,000.00 UNITED STATES TREASURY 3.0 09/30/2025 3,250,000.00 3,250,000.00 09/30/2025 Coupon 9128286L9 2,500,000.00 UNITED STATES TREASURY 2.25 03/31/2026 28,125.00 28,125.00 09/30/2025 Coupon 91282CEF4 2,500,000.00 UNITED STATES TREASURY 2.5 03/31/2027 31,250.00 31,250.00 09/30/2025 Coupon 91282CFM8 1,600,000.00 UNITED STATES TREASURY 4.125 09/30/2027 33,000.00 33,000.00 258
| 44
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount September 2025
Total 5,997,236.46 688,205.76 6,685,442.22
OCTOBER 2025
10/01/2025 Coupon 64952WFJ7 1,000,000.00 NEW YORK LIFE GLOBAL FUNDING 3.9 10/01/2027 19,500.00 19,500.00
10/09/2025 Coupon 3130B0TY5 1,500,000.00 FEDERAL HOME LOAN BANKS 4.75 04/09/2027 35,625.00 35,625.00 10/10/2025 Coupon 57629W6F2 750,000.00 MASSMUTUAL GLOBAL FUNDING II 4.5 04/10/2026 16,875.00 16,875.00
10/15/2025 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 10/15/2025 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 10/15/2025 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 5,427.08 5,427.08 10/15/2025 Principal Paydown 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 54,539.31 54,539.31 10/15/2025 Coupon 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 15.72 15.72 10/15/2025 Effective Maturity 47787JAC2 67,228.86 JDOT 2022 A3 2.32 09/15/2026 8,133.10 8,133.10 10/15/2025 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 10/15/2025 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,384.67 1,384.67 10/15/2025 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 10/15/2025 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 10/15/2025 Coupon 91282CGV7 2,000,000.00 UNITED STATES TREASURY 3.75 04/15/2026 37,500.00 37,500.00 10/15/2025 Coupon 91324PDE9 1,250,000.00 UNITEDHEALTH GROUP INC 2.95 10/15/2027 18,437.50 18,437.50 10/16/2025 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 150.04 150.04 10/16/2025 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 13,203.10 13,203.10 10/20/2025 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 1,534.84 1,534.84 10/20/2025 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 52,897.79 52,897.79 10/20/2025 Coupon 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 290.69 290.69 10/20/2025 Principal Paydown 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 33,724.55 33,724.55 10/20/2025 Coupon 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 94.40 94.40 10/20/2025 Principal Paydown 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 14,745.27 14,745.27 10/20/2025 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 10/27/2025 Coupon 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 1.79 1.79 10/27/2025 Effective Maturity 05602RAD3 56,351.08 BMWOT 2022-A A3 3.21 08/25/2026 670.02 670.02 10/27/2025 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 3,379.82 3,379.82 259
| 45
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 10/27/2025 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 83,754.29 83,754.29 10/27/2025 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 10/27/2025 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 10/27/2025 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,401.86 2,401.86 10/27/2025 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,895.09 1,895.09 10/27/2025 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 10/27/2025 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 10/27/2025 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 10/27/2025 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,241.22 3,241.22 10/27/2025 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,199.75 2,199.75 10/27/2025 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 10/27/2025 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 10/27/2025 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 10/27/2025 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 10/31/2025 Coupon 9128285J5 2,500,000.00 UNITED STATES TREASURY 3.0 10/31/2025 37,500.00 37,500.00 10/31/2025 Final Maturity 9128285J5 2,500,000.00 UNITED STATES TREASURY 3.0 10/31/2025 2,500,000.00 2,500,000.00 10/31/2025 Coupon 91282CFT3 1,700,000.00 UNITED STATES TREASURY 4.0 10/31/2029 34,000.00 34,000.00 October 2025 Total 2,765,762.26 271,271.71 3,037,033.97 NOVEMBER 2025
11/03/2025 Coupon 00440EAV9 1,000,000.00 CHUBB INA HOLDINGS LLC 3.35 05/03/2026 16,750.00 16,750.00 11/03/2025 Coupon 74456QBU9 750,000.00 PUBLIC SERVICE ELECTRIC AND GAS CO 3.7 05/01/2028 13,875.00 13,875.00
11/05/2025 Coupon 459058LT8 1,335,000.00 INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPM 3.625 05/05/2028 24,062.45 24,062.45
11/10/2025 Coupon 3133ERDZ1 1,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.75 05/08/2026 23,750.00 23,750.00
11/10/2025 Coupon 665859AW4 1,000,000.00 NORTHERN TRUST CORP 4.0 05/10/2027 20,000.00 20,000.00 11/10/2025 Coupon 713448FW3 510,000.00 PEPSICO INC 5.125 11/10/2026 13,068.75 13,068.75 11/17/2025 Coupon 009158AY2 1,500,000.00 AIR PRODUCTS AND CHEMICALS INC 1.85 05/15/2027 13,875.00 13,875.00
11/17/2025 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 11/17/2025 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 260
| 46
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 11/17/2025 Coupon 3130AXU63 1,750,000.00 FEDERAL HOME LOAN BANKS 4.625 11/17/2026 40,468.75 40,468.75
11/17/2025 Coupon 341081GN1 1,500,000.00 FLORIDA POWER & LIGHT CO 4.4 05/15/2028 33,000.00 33,000.00 11/17/2025 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 109.99 109.99 11/17/2025 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 12,481.14 12,481.14 11/17/2025 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 5,190.29 5,190.29 11/17/2025 Principal Paydown 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 71,576.84 71,576.84 11/17/2025 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 11/17/2025 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,384.67 1,384.67 11/17/2025 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 11/17/2025 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 11/17/2025 Coupon 9128283F5 1,400,000.00 UNITED STATES TREASURY 2.25 11/15/2027 15,750.00 15,750.00 11/17/2025 Coupon 9128285M8 2,000,000.00 UNITED STATES TREASURY 3.125 11/15/2028 31,250.00 31,250.00 11/17/2025 Coupon 912828M56 2,500,000.00 UNITED STATES TREASURY 2.25 11/15/2025 28,125.00 28,125.00 11/17/2025 Final Maturity 912828M56 2,500,000.00 UNITED STATES TREASURY 2.25 11/15/2025 2,500,000.00 2,500,000.00 11/17/2025 Coupon 912828U24 3,000,000.00 UNITED STATES TREASURY 2.0 11/15/2026 30,000.00 30,000.00 11/18/2025 Coupon 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 48.56 48.56 11/18/2025 Principal Paydown 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 14,353.42 14,353.42 11/20/2025 Coupon 3133ERFJ5 1,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 05/20/2027 22,500.00 22,500.00
11/20/2025 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 1,310.46 1,310.46 11/20/2025 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 49,287.22 49,287.22 11/20/2025 Coupon 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 139.49 139.49 11/20/2025 Effective Maturity 379929AD4 239,441.88 GMALT 2023-3 A3 5.38 11/20/2026 31,113.03 31,113.03 11/20/2025 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 11/25/2025 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 3,032.24 3,032.24 11/25/2025 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 87,158.48 87,158.48 11/25/2025 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 11/25/2025 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 11/25/2025 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,396.58 2,396.58 11/25/2025 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,797.96 1,797.96 11/25/2025 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 261
| 47
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 11/25/2025 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 11/25/2025 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 11/25/2025 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,235.38 3,235.38 11/25/2025 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,073.20 2,073.20 11/25/2025 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 11/25/2025 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 11/25/2025 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 11/25/2025 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 November 2025
Total 2,769,841.28 397,234.68 3,167,075.97
DECEMBER 2025
12/01/2025 Coupon 023135CN4 425,000.00 AMAZON.COM INC 4.6 12/01/2025 9,775.00 9,775.00 12/01/2025 Final Maturity 023135CN4 425,000.00 AMAZON.COM INC 4.6 12/01/2025 425,000.00 425,000.00 12/01/2025 Coupon 91282CFY2 3,000,000.00 UNITED STATES TREASURY 3.875 11/30/2029 58,125.00 58,125.00 12/08/2025 Coupon 48125LRU8 1,575,000.00 JPMORGAN CHASE BANK NA 5.11 12/08/2026 40,241.25 40,241.25 12/09/2025 Coupon 3130AVVX7 1,120,000.00 FEDERAL HOME LOAN BANKS 3.75 06/09/2028 21,000.00 21,000.00 12/09/2025 Coupon 3130AWC24 2,000,000.00 FEDERAL HOME LOAN BANKS 4.0 06/09/2028 40,000.00 40,000.00 12/12/2025 Coupon 3130AWLZ1 2,000,000.00 FEDERAL HOME LOAN BANKS 4.75 06/12/2026 47,500.00 47,500.00 12/15/2025 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 12/15/2025 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 12/15/2025 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 4,879.53 4,879.53 12/15/2025 Principal Paydown 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 67,815.39 67,815.39 12/15/2025 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 12/15/2025 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,384.67 1,384.67 12/15/2025 Principal Paydown 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 919.06 919.06 12/15/2025 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 12/15/2025 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 12/16/2025 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 72.13 72.13 12/16/2025 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 11,867.00 11,867.00 12/18/2025 Coupon 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 3.95 3.95 12/18/2025 Effective Maturity 43815PAC3 108,041.62 HAROT 2022-2 A3 3.73 07/20/2026 1,269.90 1,269.90 12/22/2025 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 1,101.40 1,101.40 262
| 48
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 12/22/2025 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 44,410.26 44,410.26 12/22/2025 Coupon 58989V2F0 1,000,000.00 MET TOWER GLOBAL FUNDING 5.4 06/20/2026 27,000.00 27,000.00 12/22/2025 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 12/25/2025 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 2,670.53 2,670.53 12/25/2025 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 74,669.11 74,669.11 12/25/2025 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 12/25/2025 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 12/25/2025 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,391.56 2,391.56 12/25/2025 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,906.49 1,906.49 12/25/2025 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 12/25/2025 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 12/25/2025 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 12/25/2025 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,229.88 3,229.88 12/25/2025 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,213.32 2,213.32 12/25/2025 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 12/25/2025 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 12/25/2025 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 12/25/2025 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 12/26/2025 Coupon 437076DB5 740,000.00 HOME DEPOT INC 4.875 06/25/2027 18,037.50 18,037.50 12/31/2025 Coupon 9128285T3 2,500,000.00 UNITED STATES TREASURY 2.625 12/31/2025 32,812.50 32,812.50 12/31/2025 Final Maturity 9128285T3 2,500,000.00 UNITED STATES TREASURY 2.625 12/31/2025 2,500,000.00 2,500,000.00 12/31/2025 Coupon 912828YX2 1,750,000.00 UNITED STATES TREASURY 1.75 12/31/2026 15,312.50 15,312.50 12/31/2025 Coupon 91282CEW7 1,300,000.00 UNITED STATES TREASURY 3.25 06/30/2027 21,125.00 21,125.00 December 2025
Total 3,130,070.52 400,574.47 3,530,644.99
JANUARY 2026
01/07/2026 Coupon 24422EXZ7 700,000.00 JOHN DEERE CAPITAL CORP 4.65 01/07/2028 16,275.00 16,275.00 01/08/2026 Coupon 24422EXF1 1,000,000.00 JOHN DEERE CAPITAL CORP 4.5 01/08/2027 22,500.00 22,500.00 01/12/2026 Coupon 459058KT9 500,000.00 INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPM 3.5 07/12/2028 8,750.00 8,750.00
01/15/2026 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 01/15/2026 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 263
| 49
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 01/15/2026 Coupon 3130AYPN0 2,000,000.00 FEDERAL HOME LOAN BANKS 4.125 01/15/2027 41,250.00 41,250.00
01/15/2026 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 4,585.10 4,585.10 01/15/2026 Principal Paydown 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 66,473.32 66,473.32 01/15/2026 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 01/15/2026 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,380.87 1,380.87 01/15/2026 Principal Paydown 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 27,191.59 27,191.59 01/15/2026 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,921.13 1,921.13 01/15/2026 Principal Paydown 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 41,067.69 41,067.69 01/15/2026 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,551.85 1,551.85 01/15/2026 Principal Paydown 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 21,099.20 21,099.20 01/16/2026 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 36.14 36.14 01/16/2026 Principal Paydown 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 11,640.84 11,640.84 01/20/2026 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 913.03 913.03 01/20/2026 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 45,266.55 45,266.55 01/20/2026 Coupon 78016HZT0 1,245,000.00 ROYAL BANK OF CANADA 4.875 01/19/2027 30,346.88 30,346.88 01/20/2026 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 01/22/2026 Coupon 3133EPW68 1,400,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.125 01/22/2026 28,875.00 28,875.00
01/22/2026 Final Maturity 3133EPW68 1,400,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.125 01/22/2026 1,400,000.00 1,400,000.00
01/26/2026 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 2,360.66 2,360.66 01/26/2026 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 136,490.54 136,490.54 01/26/2026 Coupon 09290DAH4 750,000.00 BLACKROCK INC 4.6 07/26/2027 17,250.00 17,250.00 01/26/2026 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,590.00 2,590.00 01/26/2026 Principal Paydown 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 3,763.09 3,763.09 01/26/2026 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 01/26/2026 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,386.25 2,386.25 01/26/2026 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,809.83 1,809.83 01/26/2026 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 01/26/2026 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 01/26/2026 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 264
| 50
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 01/26/2026 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,224.00 3,224.00 01/26/2026 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,087.32 2,087.32 01/26/2026 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 01/26/2026 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 01/26/2026 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 01/26/2026 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 01/27/2026 Coupon 06368MJG0 1,500,000.00 BANK OF MONTREAL 5.004 01/27/2029 37,530.00 37,530.00 01/30/2026 Coupon 3133EPZY4 2,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

5.0 07/30/2026 50,000.00 50,000.00
January 2026 Total 1,756,889.97 321,574.98 2,078,464.95 FEBRUARY 2026
02/02/2026 Coupon 91282CFB2 2,000,000.00 UNITED STATES TREASURY 2.75 07/31/2027 27,500.00 27,500.00 02/02/2026 Coupon 91282CGH8 1,500,000.00 UNITED STATES TREASURY 3.5 01/31/2028 26,250.00 26,250.00 02/02/2026 Coupon 91282CLC3 2,000,000.00 UNITED STATES TREASURY 4.0 07/31/2029 40,000.00 40,000.00 02/10/2026 Coupon 69371RS56 1,450,000.00 PACCAR FINANCIAL CORP 5.05 08/10/2026 36,612.50 36,612.50 02/16/2026 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 02/16/2026 Coupon 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 0.83 0.83 02/16/2026 Effective Maturity 36265WAD5 119,685.10 GMCAR 2022-3 A3 3.64 04/16/2027 272.88 272.88 02/16/2026 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 4,296.49 4,296.49 02/16/2026 Principal Paydown 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 65,496.27 65,496.27 02/16/2026 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 02/16/2026 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,268.48 1,268.48 02/16/2026 Principal Paydown 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 19,655.85 19,655.85 02/16/2026 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,776.36 1,776.36 02/16/2026 Principal Paydown 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 42,873.90 42,873.90 02/16/2026 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,458.31 1,458.31 02/16/2026 Principal Paydown 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 23,996.69 23,996.69 02/17/2026 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 02/17/2026 Coupon 3133EPSW6 2,405,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 08/14/2026 54,112.50 54,112.50
02/17/2026 Coupon 532457CP1 1,250,000.00 ELI LILLY AND CO 4.15 08/14/2027 25,937.50 25,937.50 02/17/2026 Coupon 9128283W8 2,750,000.00 UNITED STATES TREASURY 2.75 02/15/2028 37,812.50 37,812.50 265
| 51
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 02/17/2026 Coupon 9128284V9 2,500,000.00 UNITED STATES TREASURY 2.875 08/15/2028 35,937.50 35,937.50 02/18/2026 Coupon 06428CAA2 1,000,000.00 BANK OF AMERICA NA 5.526 08/18/2026 27,630.00 27,630.00 02/20/2026 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 721.03 721.03 02/20/2026 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 47,791.24 47,791.24 02/20/2026 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 02/23/2026 Coupon 023135BC9 1,000,000.00 AMAZON.COM INC 3.15 08/22/2027 15,750.00 15,750.00 02/23/2026 Coupon 037833BY5 1,000,000.00 APPLE INC 3.25 02/23/2026 16,250.00 16,250.00 02/23/2026 Final Maturity 037833BY5 1,000,000.00 APPLE INC 3.25 02/23/2026 1,000,000.00 1,000,000.00 02/25/2026 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 1,794.22 1,794.22 02/25/2026 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 108,116.62 108,116.62 02/25/2026 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,573.76 2,573.76 02/25/2026 Principal Paydown 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 33,309.52 33,309.52 02/25/2026 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 02/25/2026 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,381.20 2,381.20 02/25/2026 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 1,815.62 1,815.62 02/25/2026 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 02/25/2026 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 02/25/2026 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 02/25/2026 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,218.45 3,218.45 02/25/2026 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,094.18 2,094.18 02/25/2026 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 02/25/2026 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 02/25/2026 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 02/25/2026 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 02/26/2026 Coupon 17275RBQ4 1,500,000.00 CISCO SYSTEMS INC 4.8 02/26/2027 36,000.00 36,000.00 February 2026
Total 1,345,422.76 447,130.71 1,792,553.48
MARCH 2026
03/02/2026 Coupon 91282CFH9 2,500,000.00 UNITED STATES TREASURY 3.125 08/31/2027 39,062.50 39,062.50 03/02/2026 Coupon 91282CFJ5 2,750,000.00 UNITED STATES TREASURY 3.125 08/31/2029 42,968.75 42,968.75 03/02/2026 Coupon 91282CKD2 2,250,000.00 UNITED STATES TREASURY 4.25 02/28/2029 47,812.50 47,812.50 03/10/2026 Coupon 3130ATS57 3,000,000.00 FEDERAL HOME LOAN BANKS 4.5 03/10/2028 67,500.00 67,500.00 266
| 52
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 03/11/2026 Coupon 3130AWTQ3 4,500,000.00 FEDERAL HOME LOAN BANKS 4.625 09/11/2026 104,062.50 104,062.50
03/16/2026 Coupon 02582JKH2 640,000.00 AMXCA 2024-1 A 5.23 04/16/2029 2,789.33 2,789.33 03/16/2026 Coupon 161571HT4 1,320,000.00 CHAIT 2023-1 A 5.16 09/15/2028 5,676.00 5,676.00 03/16/2026 Coupon 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 4,012.13 4,012.13 03/16/2026 Principal Paydown 437918AC9 1,250,000.00 HAROT 2024-1 A3 5.21 08/15/2028 63,490.39 63,490.39 03/16/2026 Coupon 47800DAD6 670,000.00 JDOT 2025 A3 4.23 09/17/2029 2,361.75 2,361.75 03/16/2026 Coupon 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 1,187.23 1,187.23 03/16/2026 Principal Paydown 47800RAD5 335,000.00 JDOT 2024 A3 4.96 11/15/2028 13,402.95 13,402.95 03/16/2026 Coupon 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 1,625.23 1,625.23 03/16/2026 Principal Paydown 58769GAD5 545,000.00 MBALT 2024-B A3 4.23 02/15/2028 44,593.46 44,593.46 03/16/2026 Coupon 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 1,351.92 1,351.92 03/16/2026 Principal Paydown 58770JAD6 350,000.00 MBALT 2024-A A3 5.32 01/18/2028 22,602.33 22,602.33 03/18/2026 Coupon 857477CL5 1,210,000.00 STATE STREET CORP 4.993 03/18/2027 30,207.65 30,207.65 03/20/2026 Coupon 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 518.31 518.31 03/20/2026 Principal Paydown 36269FAD8 455,000.00 GMALT 2024-1 A3 5.09 03/22/2027 51,255.23 51,255.23 03/20/2026 Coupon 89236TKJ3 1,000,000.00 TOYOTA MOTOR CREDIT CORP 4.55 09/20/2027 22,750.00 22,750.00 03/20/2026 Coupon 92348KDY6 1,050,000.00 VZMT 2025-3 A1A 4.51 03/20/2030 3,946.25 3,946.25 03/23/2026 Coupon 3133EPWK7 2,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 09/22/2028 45,000.00 45,000.00
03/25/2026 Coupon 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 1,345.54 1,345.54 03/25/2026 Principal Paydown 05611UAD5 1,000,000.00 BMWLT 2024-1 A3 4.98 03/25/2027 109,519.81 109,519.81 03/25/2026 Coupon 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 2,429.97 2,429.97 03/25/2026 Principal Paydown 096919AD7 600,000.00 BMWOT 2024-A A3 5.18 02/26/2029 32,280.69 32,280.69 03/25/2026 Coupon 3137BSP72 2,000,000.00 FHMS K-058 A2 2.653 08/25/2026 4,421.67 4,421.67 03/25/2026 Coupon 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,376.13 2,376.13 03/25/2026 Principal Paydown 3137BTUM1 870,221.27 FHMS K-061 A2 3.347 11/25/2026 2,127.81 2,127.81 03/25/2026 Coupon 3137BVZ82 862,000.00 FHMS K-063 A2 3.43 01/25/2027 2,463.88 2,463.88 03/25/2026 Coupon 3137F1G44 1,000,000.00 FHMS K-065 A2 3.243 04/25/2027 2,702.50 2,702.50 03/25/2026 Coupon 3137F4X72 1,165,000.00 FHMS K-075 A2 3.65 02/25/2028 3,543.54 3,543.54 03/25/2026 Coupon 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 3,212.89 3,212.89 03/25/2026 Principal Paydown 3137FBU79 1,230,913.13 FHMS K-069 A2 3.187 09/25/2027 2,498.69 2,498.69 267
| 53
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 03/25/2026 Coupon 3137FJEH8 1,250,000.00 FHMS K-081 A2 3.9 08/25/2028 4,062.50 4,062.50 03/25/2026 Coupon 3137FLMV3 2,000,000.00 FHMS K-090 A2 3.422 02/25/2029 5,703.33 5,703.33 03/25/2026 Coupon 3137H5YC5 1,500,000.00 FHMS K-748 A2 2.26 01/25/2029 2,825.00 2,825.00 03/25/2026 Coupon 3137HA4B9 2,000,000.00 FHMS K-751 A2 4.412 03/25/2030 7,353.33 7,353.33 03/26/2026 Coupon 3133EP6K6 1,000,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 03/26/2027 22,500.00 22,500.00
03/27/2026 Coupon 57629TBW6 1,340,000.00 MASSMUTUAL GLOBAL FUNDING II 4.45 03/27/2028 29,815.00 29,815.00
March 2026 Total 341,771.35 517,587.35 859,358.71
Grand Total 557,895,438.38 32,972,799.89 4,817,494.80 37,790,294.69 268
| 54
Murrieta Consolidated | Account | As of April 30, 2025
Execution Time: 05/01/2025 11:30:32 PM

IMPORTANT DISCLOSURES
Chandler Asset Management, Inc. (“Chandler”) is an SEC registered investment adviser. For additional information about our firm, please see our current disclosures (Form ADV).

To obtain a copy of our current disclosures, you may contact your client service representative by calling the number on the front of this statement or you may visit our website at www.chandlerasset.com.

Information contained in this monthly statement is confidential and is provided for informational purposes only and should not be construed as specific investment or legal advice. The information contained herein was obtained from sources believed to be reliable as of the date of this statement, but may become outdated or superseded at any time without notice.

Custody: Your qualified custodian bank maintains control of all assets reflected in this statement and we urge you to compare this statement to the one you receive from your qualified custodian. Chandler does not have any authority to withdraw or deposit funds from/to the custodian account.

Valuation: Prices are provided by IDC, an independent pricing source. In the event IDC does not provide a price or if the price provided is not reflective of fair market value, Chandler will obtain pricing from an alternative approved third party pricing source in accordance with our written valuation policy and procedures. Our valuation procedures are also disclosed in Item 5 of our Form ADV Part 2A.

Performance: Performance results are presented gross-of-advisory fees and represent the client’s Total Return. The deduction of advisory fees lowers performance results. These results include the reinvestment of dividends and other earnings. Past performance may not be indicative of future results. Therefore, clients should not assume that future performance of any specific investment or investment strategy will be profitable or equal to past performance levels. All investment strategies have the potential for profit or loss. Economic factors, market conditions or changes in investment strategies, contributions or withdrawals may materially alter the performance and results of your portfolio.

Source ICE Data Indices, LLC (“ICE”), used with permission. ICE PERMITS USE OF THE ICE INDICES AND RELATED DATA ON AN “AS IS” BASIS; ICE, ITS AFFILIATES AND

THEIR RESPECTIVE THIRD PARTY SUPPLIERS DISCLAIM ANY AND ALL WARRANTIES AND REPRESENTATIONS, EXPRESS AND/OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR USE, INCLUDING THE INDICES, INDEX DATA AND ANY DATA INCLUDED IN, RELATED TO, OR DERIVED THEREFROM.

NEITHER ICE DATA, ITS AFFILIATES OR THEIR RESPECTIVE THIRD PARTY PROVIDERS GUARANTEE THE QUALITY, ADEQUACY, ACCURACY, TIMELINESS OR COMPLETENESS OF THE INDICES OR THE INDEX DATA OR ANY COMPONENT THEREOF, AND THE INDICES AND INDEX DATA AND ALL COMPONENTS THEREOF ARE PROVIDED ON AN “AS IS” BASIS AND LICENSEE’S USE IS AT LICENSEE’S OWN RISK. ICE DATA, ITS AFFILIATES AND THEIR RESPECTIVE THIRD PARTY DO NOT SPONSOR, ENDORSE, OR RECOMMEND CHANDLER, OR ANY OF ITS PRODUCTS OR SERVICES.

Index returns assume reinvestment of all distributions. Historical performance results for investment indexes generally do not reflect the deduction of transaction and/or custodial charges or the deduction of an investment management fee, the incurrence of which would have the effect of decreasing historical performance results. It is not possible to invest directly in an index.

Ratings: Ratings information have been provided by Moody’s, S&P and Fitch through data feeds we believe to be reliable as of the date of this statement, however we cannot guarantee its accuracy.

Security level ratings for U.S. Agency issued mortgage-backed securities (“MBS”) reflect the issuer rating because the securities themselves are not rated. The issuing U.S. Agency guarantees the full and timely payment of both principal and interest and carries a high rating by S&P, Moody’s and Fitch respectively. 269
Local Agency Investment Fund
P.O. Box 942809
Sacramento, CA 94209-0001
(916) 653-3001
May 16, 2025
LAIF Home
PMIA Average Monthly
Yields

CITY OF MURRIETA

FINANCE DIRECTOR
1 TOWNE SQUARE
MURRIETA, CA 92562
Account Number:

April 2025 Statement
Tran Type Definitions
Effective
Date
Transaction
Date
Tran
Type Confirm
Number
Web
Confirm
Number Authorized Caller Amount
4/15/2025 4/14/2025 QRD 1772433 N/A SYSTEM 21,796.08
Account Summary
Total Deposit: 21,796.08 Beginning Balance: 1,977,885.10 Total Withdrawal: 0.00 Ending Balance: 1,999,681.18
5/16/25, 1:34 PM LAIF Regular Monthly Statement
https://laifms.treasurer.ca.gov/RegularStatement.aspx 1/1 270

STAGECOACH SWEEP
WELLS FARGO BANK, N.A.

THIS STATEMENT COVERS 04/01/2025 THROUGH 04/30/2025

FUNDS HELD ON COMPANY'S BEHALF IN THE OMNIBUS DEPOSIT ACCOUNT AT BANK ARE

DEPOSITS AND ARE ELIGIBLE FOR FDIC INSURANCE IN ACCORDANCE WITH FDIC RULES AND LIMITS. COMPANY'S MMMF SHARES HELD IN THE OMNIBUS INVESTMENT ACCOUNT IN

BANK'S NAME AT THE CUSTODIAN OF THE MMMF ARE NOT DEPOSITS AND ARE NOT ELIGIBLE FOR FDIC INSURANCE. COMPANY IS THE OWNER OF ITS MMMF SHARES.

ALLSPRING GOVERNMENT FUND SELECT CLS
Transaction Detail
Date Description Amount
4-01-2025 Beginning Balance 120,959,408.00
4-01-2025 Sweep Funds Return To DDA 319,202.95
4-02-2025 Sweep Funds Return To DDA 1,271,977.49
4-03-2025 Next Day Sweep Purchase 431,821.10
4-04-2025 Sweep Funds Return To DDA 1,304,563.21
4-07-2025 Sweep Funds Return To DDA 384,858.57
4-08-2025 Sweep Funds Return To DDA 6,213,916.06
4-09-2025 Sweep Funds Return To DDA 190,944.94
4-10-2025 Next Day Sweep Purchase 34,192.34
4-11-2025 Next Day Sweep Purchase 98,603.08
4-14-2025 Sweep Funds Return To DDA 82,044.21
4-15-2025 Next Day Sweep Purchase 1,851,185.65
4-16-2025 Next Day Sweep Purchase 342,027.17
4-17-2025 Sweep Funds Return To DDA 440,953.21
4-21-2025 Next Day Sweep Purchase 39,789.66
4-21-2025 Sweep Funds Return To DDA 328,864.74
4-22-2025 Sweep Funds Return To DDA 1,426,626.11
4-23-2025 Sweep Funds Return To DDA 38,549.75
4-24-2025 Next Day Sweep Purchase 770,494.38
4-25-2025 Next Day Sweep Purchase 3,736,995.84
4-28-2025 Sweep Funds Return To DDA 232,243.66
4-29-2025 Sweep Funds Return To DDA 140,304.34
4-30-2025 Sweep Funds Return To DDA 1,593,100.95
4-30-2025 Ending Balance 114,296,367.03
Daily Balance Information
Date Investment Balance Annualized Fund Yield Daily Dividend Factor Daily Accrual 04-01 120,640,205.05 4.277 % .000117199 14,138.91
04-02 119,368,227.56 4.271 % .000117022 13,968.71