Eastvale City Council
January 14, 2026

REGULAR CITY COUNCIL MEETING AGENDA
Eastvale City Hall Council Chambers
12363 Limonite Avenue, Suite 900, Eastvale, CA 91752
Closed Session Meeting: 5:30 PM
Regular City Council Meeting:
6:30 PM
Wednesday, January 14, 2026

City Councilmembers
Jocelyn Yow, Mayor
Clint Lorimore, Mayor Pro Tem
Christian Dinco, Councilmember
Michael McMinn, Councilmember
Todd Rigby, Councilmember

Mark Orme, City Manager
Erica Vega, City Attorney
Marc Donohue, Government Services Director/City Clerk
This Agenda contains a brief general descrip)on of each item to be considered. Except as otherwise provided by law, no ac)on or direc)on shall be taken on any item not appearing on the following Agenda. Unless legally privileged, all suppor)ng documents, including staff reports, and any wri)ngs or documents provided to a majority of the City Council a/er the pos)ng of this agenda are available for review at Eastvale City Hall, 12363 Limonite Avenue, Eastvale, CA 91752 or you may contact the City Clerk’s Office, at (951) 361-0900 Monday through Thursday from 7:30 a.m. to 5:30 p.m. and available online at www.eastvaleca.gov
.

Members of the public can observe the mee)ng by viewing the live-stream at www.eastvaleca.gov
and may provide public
comment by sending comments to the City Clerk's Office by email at [email protected]
. Staff will monitor emails to the
extent possible during the mee)ng and provide comments as possible. All comments will be made part of the record. Comments will then be read into the record, with a maximum allowance of 3 minutes per individual comment, subject to the Mayor’s discre)on to reduce )me on public comment. All comments should be a maximum of 500 words, which corresponds to approximately 3 minutes of speaking )me. If a comment is received before the agenda item is heard but before the close of the mee)ng, the comment will all be included as a part of the record of the meeting but will not be read into the record.

If you are a person with a disability and need an accommoda)on to par)cipate in the City of Eastvale programs, services, ac)vi)es, and mee)ngs, contact Maricela Mejia at
[email protected]
or (951)703-4433 at least 72 business hours in advance
to request an auxiliary aid or accommodation.

Regular mee)ngs are recorded and made available on the City’s website at www.eastvaleca.gov
. Mee)ng recordings are uploaded
to the City’s website within 24 hours (unless otherwise noted) after the completion of the meeting. 1 1.

CALL TO ORDER

2. ROLL CALL

3. CLOSED SESSION PUBLIC COMMENT

Any member of the public may address the Council on items within the Council’s subject maer jurisdicon, but which are not listed on this agenda during PUBLIC COMMENTS. However, no acon may be taken on maers that are not part of the posted agenda. We request comments made on the agenda be made at the me the item is considered and that comments be limited to three minutes per person with a maximum of six minutes (me may be donated by one person). Please address your comments to the Council and do not engaged in dialogue with individual Council Members, City staff, or members of the audience. Blue speaker forms are available at the front table to the entrance of Council Chambers.

4. CLOSED SESSION ITEM(S)

4.1. CONFERENCE WITH LEGAL COUNSEL—EXISTING LITIGATION (Gov’t Code Section 54956.9(d)(1)) Name of case: Lifestyle Landscaping, Inc. v. City of Eastvale

4.2. CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED LITIGATION Significant exposure to litigation pursuant to Government Code Section 54956.9(d)(2), (e)(3):

Fee protest filed by The New Home Company of Southern California

5. INVOCATION

6. PLEDGE OF ALLEGIANCE

7. ADDITIONS/REVISIONS

The City Council may only add an item to the Agenda a2er making a finding that there is a need to take immediate acon on the item and that the item came to the aenon of the agency subsequent to the posng of the agenda. An acon adding an item to the agenda requires 2/3 vote of the Council. If there is less than 2/3 of the Council members present, adding an item to the agenda requires a unanimous vote. Added items will be placed for discussion at the end of each section unless otherwise noted.

8. PRESENTATIONS/ANNOUNCEMENTS

8.1. Recognition of Adopt-a-Roadway Participants

8.2. Introduction of Khoi Trinh, GIS Analyst

9. AGENCY PARTNER UPDATES

2 10.

PUBLIC COMMENT

Any member of the public may address the Council on items within the Council’s subject maer jurisdicon, but which are not listed on this agenda during PUBLIC COMMENTS. However, no acon may be taken on maers that are not part of the posted agenda. We request comments made on the agenda be made at the me the item is considered and that comments be limited to three minutes per person with a maximum of six minutes (me may be donated by one person). Please address your comments to the Council and do not engaged in dialogue with individual Councilmembers, City staff, or members of the audience. Blue speaker forms are available at the front table to the entrance of Council Chambers.

11. CONSENT CALENDAR

Consent Calendar items are normally enacted in one moon. The Mayor or City Council may remove a Consent Calendar item for separate acon. If a member of the public would like to speak on a Consent Calendar item, please complete a blue “Public Comment Form” and submit to the City Clerk prior to the item.

11.1. City Council Meeting Minutes

Submitted by: Marc A. Donohue, Government Services Director/City Clerk

RECOMMENDED ACTION(S):

Staff recommends that the City Council approve City Council Meeting minutes from the regular meeting on December 14, 2025.

11.2. Treasurer’s Report: November 2025

Submitted by: Amanda Wells, Finance Director/City Treasurer

RECOMMENDED ACTION(S):

Staff recommends that the City Council receive and file the City Treasurer’s Report.

11.3. Annual Development Impact Fee Report as of June 30, 2025

Submitted by: Caroline Cruz-Contreras, Principal Accountant

RECOMMENDED ACTION(S):

Staff recommends that the City Council receive and file Annual Development Impact Fees Report as of June 30, 2025, and adopt the findings contained in Section 4 of the Report.

11.4. Adoption of a Resolution Approving Grant of Easement for the Eastvale Civic Center Project

Submitted by: Jimmy Chung, Public Works Director/City Engineer

RECOMMENDED ACTION(S):

Staff recommends that the City Council adopt a Resolution approving the grant of an easement to Southern California Edison ("SCE") to construct, maintain, operate, and repair SCE-installed infrastructure located on the portion of the Eastvale Civic Center.

11.5. Report of Riverside County Fire Department Annual Inspections

Submitted by: Steve Payne, Deputy Fire Marshal

3 RECOMMENDED ACTION(S):

Staff recommends that City County adopt a Resolution accepting the report of annual fire inspections of certain occupancies pursuant to the California Health and Safety Code Sections.

11.6. Allocation of Funds for the 2026-2027 Community Development Block Grant (CDBG) Funding Cycle

Submitted by: Samantha Greven, Management Analyst

RECOMMENDED ACTION(S):

Staff recommends that the City Council authorize the rollover of all Community Development Block Grant (CDBG) funds from fiscal year 2026–2027 for use in future program years.

11.7. Construction Contract Amendment and Professional Services Agreement Amendment for Median Improvement Project – Phase 2 at Cantu Galleano Road, Archibald Avenue, and River Road

Submitted by: Jimmy Chung, Public Works Director/City Engineer

RECOMMENDED ACTION(S):

Staff recommends that the City Council:

1 .

Approve Amendment No. 1 to the Construction Contract with Superb Engineering, Inc. increasing the authorized contingency from 10% ($83,531.70) to 15% ($125,297.55) of the original bid amount of $835,317.00, resulting in a new total authorized contract amount of $960,614.55 (an increase of $41,766.55 from the original authorized amount of $918,848.00); 2 .

Approve Amendment No. 1 to the Professional Services Agreement with Z&K Consultants increasing the not-to-exceed amount by $38,379 (from $82,720 to $117,112) for additional construction management, inspection, and project administration services required;
3 .

Authorize the City Manager to execute the Contract Amendment No.1 with Superb Engineering, Inc., Amendment No. 1 to the Professional Services Agreement with Z&K Consultants, and all related documents; and 4 .

Find that the additional work is within the scope of the original project and remains exempt from further CEQA review under Categorical Exemption 15301 (Existing Facilities).

11.8. Approve the City of Eastvale Standards and Standard Specifications for Design and Construction of Public Improvements

Submitted by: Jimmy Chung, Public Works Director/City Engineer

4 RECOMMENDED ACTION(S):

Staff recommends that the City Council a
dopt a Resolution approving the City of
Eastvale Standards and Standard Specifications for Design and Construction of Public Improvements.

12. PUBLIC HEARINGS

The public is encouraged to express your views on any maer set for public hearing. It is our procedure to first receive the staff report, then to ask for public tesmony, first from those in favor of the project followed by tesmony from those in opposion to it, and if there is opposion, to allow those in favor, rebual tesmony only as to the points brought up in opposion. To tesfy on the maer, you need to simply come forward to the speaker’s podium at the appropriate me, give your name and address and make your statement. A2er a hearing is closed, you may not further speak on the maer unless requested to do so or are asked quesons by the Mayor or a Councilmember. Public comment is limited to three (3) minutes each with a maximum of six (6) minutes (time may be donated by one speaker.)

12.1. PLN25-20076 - Amendment to Section 120.04.010 of the Eastvale Municipal Code as it pertains to Accessory Dwelling Units

Submitted by: David Murray, City Planner

RECOMMENDED ACTION(S):

Staff recommends that the City Council take the following actions:

1 .

Determine that the proposed Zoning Code text amendment is exempt from the California Environmental Quality Act ("CEQA") pursuant to Section 15060(c)(3) of the State of California Guidelines for implementation of CEQA as it is not a project as defined in Section 15378 of the CEQA Guidelines; and 2 .

Introduce an ordinance entitled: AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EASTVALE, CALIFORNIA, AMENDING SECTION 120.04.010 (ACCESSORY DWELLING UNITS) OF THE EASTVALE MUNICIPAL CODE.

13. CITY COUNCIL BUSINESS

13.1. 2025 Fourth Quarter Economic Development Updates

Submitted by: Alexander Fung, Economic Development Manager

RECOMMENDED ACTION(S):

Staff recommends that the City Council receive and file the report.

14. CITY MANAGER/CITY STAFF REPORT

15. CITY COUNCIL COMMUNICATIONS/COMMITTEE REPORTS

16. ADJOURNMENT

The next regular mee)ng of the Eastvale City Council is scheduled for Wednesday, January 28, 2026, at 6:30 p.m. at Eastvale City Hall Council Chambers, 12363 Limonite Avenue, Suite 900, Eastvale, CA 91752.

5 17.

AFFIDAVIT OF POSTING

I hereby certify under penalty of perjury under the laws of the State of California, that the foregoing Agenda was posted at the following locations: City Hall, 12363 Limonite Avenue, Suite 910 and website of the City of Eastvale (
www.eastvaleca.gov
,) not less than 72 hours
prior to the meeting.

______________________________________________________
Marc A. Donohue, MMC
City Clerk

6 AGENDA STAFF REPORT

City Council Meeting

CLOSED SESSION ITEM(S)

Agenda Item No. 4.2
January 14, 2026
CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED LITIGATION
Significant exposure to li1ga1on pursuant to Government Code Sec1on 54956.9(d)(2), (e)(3): Fee protest filed by The New Home Company of Southern California
Prepared By:

Recommended Action(s)
Not Applicable.

Summary
Not applicable.

Background
Not applicable.

Environmental
Not applicable.

Strategic Plan Action - Priority Level: N/A
| Target #: N/A
| Goal #: N/A
Not applicable.

Fiscal Impact
Not applicable.

Prior City Council/Commission Action 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
7 Not applicable.

Attachment(s)
Attachment - NHCSC - Protest Letter to City of Eastvale 103125.pdf

12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
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www.jacksontidus.law
7444-127654\1724741.1

October 31, 2025

Direct Dial:

Email:

Reply to:

File No:
949.851.7623
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VIA EMAIL & U.S. CERTIFIED MAIL

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Mayor McMinn and Honorable Councilmembers
c/o Marc A. Donohue, MMC (City Clerk)

CITY OF EASTVALE
12363 Limonite Ave., Suite 910
Eastvale, CA 91352

Re: Leal Master Plan, Phase B

Dear Mayor McMinn and Honorable Councilmembers:

We represent The New Home Company Southern California LLC, the master developer of the Leal Master Plan located at the northwest corner of Hamner Avenue and Limonite Avenues.

New Home does not believe that the new fees adopted by the City of Eastvale (“City”) in June 25, 2025, apply to the Leal Master Plan. Government Code sections 66020 et seq., establishes a procedure for challenging the imposition of developer impact fees. The purpose of this letter is to formally protest imposition of these new fees upon New Home, and, pursuant to section 66020, subdivision (a)(2)(B) of the Government Code, sets forth the circumstances giving rise to the factual elements and legal theory forming the basis of New Home’s protest. In short, the City cannot legally impose its new fees upon New Home because of the Development Agreement entered into between the parties, and because of the provisions set forth in the Housing Crisis Act of 2019.

New Home continues to gather information, and reserves the right to supplement this protest letter or make additional arguments related to the City’s attempt to impose fees on its Project.

1. Factual Elements Giving Rise to New Home’s Protest.

In 1982, the Legislature adopted the Housing Accountability Act. Among other things, the Legislature found and declared that “California housing has become the most expensive in the nation. The excessive cost of the state’s housing supply is partially caused by activities and policies of many local governments that limit the approval of housing, increase the cost of land for housing, and require that high fees and exactions be paid by producers of housing.” (Gov.

Code, § 65589.5., subd. (a)(1)(B).) The intent of this Act was to significantly increase the 9 CITY OF EASTVALE
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approval and construction of new housing for all economic segments of California’s communities.

The Legislature recently recognized, however, that that intent set forth in the Housing Accountability Act has not been fulfilled. So, the California State Legislature enacted Senate Bill 330, known as the Housing Crisis Act of 2019, declaring a statewide housing crisis of “historic proportions.” (Gov. Code, § 65589.5, subd. (a)(2)(J).) The Legislature’s findings in the Housing Crisis Act noted the rising costs of housing due to, among other things, “Lack of supply and rising costs are compounding inequality and limiting advancement opportunities for many Californians.” The Housing Accountability Act and Housing Crisis Act are referred to herein collectively as the “HAA.” In order to address the housing supply and affordability crisis, and ensure that these policies are met, the State Legislature requires that the HAA be “interpreted and implemented in a manner to afford the fullest possible weight to the interest of, and the approval and provision of, housing.” (Id., subd. (a)(2)(L) [Emphasis added].)
A. Approval of the Leal Master Plan and Its Development Agreement.

The City first approved the Leal Master Plan in late 2017 and 2018, to assist the City in meeting its Regional Housing Needs Assessment allocation. The Leal Master Plan proposed residential development, general commercial, office and civic center uses, and public and private open space and recreational uses (the “Project.) The City Council amended its General Plan to incorporate the Leal Master Plan, with amendments to the City’s land use policies and land use map. At that time, the City also amended its zoning code to add a chapter for “Master Plan” while rezoning the Property to “Leal Master Plan.” As part of these original approvals, the City also certified an Environmental Impact Report (“EIR”).

On May 11, 2022, the City and New Home entered into a Development Agreement No. 003 (“DA”) for the Project. The City Council held a public hearing and, along with the DA, voted to approve and adopt an Addendum to the EIR, an amendment to the Leal Master Plan, Tentative Tract Map No. 38290, and Major Development Review No. PLN22-20020 DR 001.

Among other things, the DA acknowledges that New Home would “acquire certain vested rights regarding development of the Project on the Property and that this Agreement will bind future City Councils to its terms to the extent allowed by law.” (DA, Recital J.) In that vein, the DA notes that it will “fix specified development impact fees applicable to the Project at current scheduled levels and exempt the Project from future adjustments and imposition of new development impact fees, if any occur in the future.” (DA, Recital L (ii).) Section 1.9 of the DA defines “Development Impact Fees” as “those fees imposed and levied by the City with respect to development and/or impacts pursuant to applicable governmental requirements” through the Mitigation Fee Act, and including impact fees, park and recreation fees, “linkage fees, exactions, assessments, fair share charges or other similar impact fees or charges imposed on or in connection with new development.” This definition further 10 CITY OF EASTVALE
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explains that the Development Impact Fees applicable to the Project “are set forth on Exhibit D . . . and Exhibit E” noting “The Development Impact Fees that are shown on Exhibit D and in effect on the Entry Date [May 11, 2022] and on Exhibit E [if applicable] are the only Development Impact Fees that the City may impose or levy on the residential development within the Project during the term of this Agreement.” (DA, section 1.9 [emphasis added]; see also section 2.6.) Exhibit D lists the then existing fees: civic, fire and transportation. It also notes that the aggregate amount of those three fees would be: $2,116/unit for single family homes, and $1,469/unit for multi-family homes. Exhibit E addresses park, open space and recreation fees.

To further emphasize the limitation on fees applicable to the Project, Section 2.3 notes that: “Any Subsequent Land Use Regulations which would, absent this Agreement, otherwise be applicable to the Project and which would conflict or be inconsistent with, in any way, the Existing Land Use Regulations, the Existing Development Approvals or this Agreement, or which would, in any way, delay, hinder, restrict, condition, impair or impede the purpose or effect of Developer’s vested rights, shall not be applied to the Project unless agreed to by Developer in writing, subject to the Reservation of Authority set forth in Sections 5.1 and 5.2 hereof.” And, Section 2.11 states: “During the Term of this Agreement, City shall not, without the prior written consent of Developer, which Developer may grant or withhold in its sole and absolute discretion, impose any new or additional fees, taxes or assessments on all or any portion of the Project or Property, except such fees, taxes and assessments as are specifically authorized by this Agreement or the Existing Development Approvals.” DA Section 4 addresses credits associated with any applicable Development Impact Fees and primarily the potential dedication of Lot 3, 5, 14, and Lot J to the City by New Home.

Section 4.1.6 further notes that at the time the Parties entered into the DA, Lot J and Lot 5 had been identified by the City as lands which could “accommodate a city hall, library, police station, public space, public park, open space and/or other community serving civic, or public uses.” On January 28, 2025, New Home dedicated Lots 5 and J (lots 65 and S of Tract No. 38594) to the City
B. SB 330 Applications for Phase B.

In addition to the protections afforded by the DA, New Home recently obtained vested rights under the Housing Crisis Act.

As permitted by, and pursuant to, the Housing Crisis Act, on September 9, 2024, New Home submitted a preliminary application for Eastvale Square Phase B (located on the northeast corner of Hamner Avenue and Limonite Avenue, east of Scholar Way, and south of 58th Street, within the Leal Master Plan (APN: 164-030-044) (“Phase B”). The Phase B portion of the Project proposed 301 residential units. The City accepted and processed the Phase B preliminary application the same day that New Home submitted it.
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The Housing Crisis Act provides further than after submittal of the preliminary application, the project proponent has 180-days to submit a full project application. New Home timely submitted its Phase B application, which the City accepted as complete. On February 19, 2025, the City approved the Phase B application, including the approval of Tentative Tract Map No. 38595. Condition of Approval number 35 associated with this map requires development impact fees to be “applicable and vested” for New Home to have any obligation therefor.

C. The City’s New Fees.

On June 25, 2025, the City Council considered the adoption of a development impact fee nexus study, and a new development impact fee schedule (the “New Fees”). As noted in the “Total Fee Comparison” chart which accompanied the City’s Impact Fee Study, virtually all of the proposed fees were new. And, for the three fees that previously existed (described in the chart as Public Buildings, Fire and Transportation), the City proposed to quadruple the Public Buildings fee, and double the Fire fee. At the same time, the City proposed to remove the transportation fee because “no unfunded major transportation projects expected to be impacted by future development were identified.” The aggregate amount of the City’s New Fees raises the prior $2,116/unit for single family homes, and $1,469/unit for multi-family homes to a range between $5,898 and $23,808/unit.

The Council voted 4-1 to adopt the New Fees through (1) a Resolution Adopting Development Impact Fees for Park Improvements, Community and Recreation Centers, Library, City Hall, Police Station, and Fire Department Facilities; and (2) Ordinance 25-07 to amend Chapter 110.28 (Development Impact Fee Program) and Section 130.20.020 (Park and Recreation Fees and Dedications) of the Eastvale Municipal Code.

The City now seeks to improperly apply the New Fees to New Home’s Phase B Project.

2. Legal Theory Forming Basis of New Home’s Protest.

A. New Home’s SB 330 Application Precludes Imposition of the June 2025 Fees Upon Phase B of the Project.

As noted above, the Legislature adopted the Housing Crisis Act, in response to California’s housing supply and affordability crisis, finding that “California has a housing supply and affordability crisis of historic proportions” and that the “Lack of supply and rising costs are compounding inequality and limiting advancement opportunities for many Californians.” (Gov.

Code § 65589.5, subd. (a)(2)(A), (a)(2)(F).) The Housing Crisis Act created a process that prevents a project from being subject to any “ordinances, policies, and standards adopted after” submittal of a preliminary application for a housing development project. (Gov. Code, § 65589.5, subd. (o)(1).) The Housing Crisis Act defines a “housing development project” to include the residential project proposed under Phase B. (Gov. Code, §65589.5, subd. (h).) Thus, Phase B is subject only to the ordinances, policies, and standards in effect as of September 9, 2024. (Gov. Code, § 65589.5, subd.(o)(1).) Section 65589.5, subdivision (o)(4) defines 12 CITY OF EASTVALE
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“ordinances, policies, and standards” to include “general plan, community plan, specific plan, zoning, design review standards and criteria, subdivision standards and criteria, and any other rules, regulations, requirements, and policies of a local agency, as defined in Section 66000, including those relating to development impact fees, capacity or connection fees or charges, permit or processing fees, and other exactions.” In other words, “ordinances, policies, and standards” includes the New Fees recently adopted by the City.

As a result, the September 9, 2024, preliminary application for Phase B created additional vested rights in favor of New Home. Indeed, as spelled out in the HAA, as a result of the preliminary applications, Phase B of the Project is only subject to the “ordinances, policies and standards” in effect at that time. (Gov. Code, § 65589.5, subd. (o).) As noted above, the City did not adopt its New Fees, until June 25, 2025. Thus, as of September 9, 2024, the New Fees did not exist and cannot be applied to Phase B. Consistent with this reality, when the City adopted conditions of approval for Phase B, the condition related to fees recognizes New Home’s vested rights under SB 330, by stating it can only impose what is applicable and what is vested under state law. (Condition of Approval #35.)
New Home recognizes that Section 65589.5, subdivision (o)(2) provides limited exceptions to this restriction. But, the only fee related exception spelled out in the legislation is for “an increase resulting from an automatic annual adjustment based on an independently published cost index that is referenced in the ordinance or resolution establishing the fee or other monetary exaction.” (Gov. Code, § 65589.5, subd. (o)(2)(A).) The New Fees were not existing fees, and thus could not be an “increase” to existing fees potentially permitted under the Code.

In addition, this exception would still not apply because to the extent the New Fees were meant to be “increases,” they do not reflect annual adjustments.

Beyond the HCA provisions above, there is no legal basis for the City’s assertion that New Home must pay the New Fees for the Project. The United States and California Constitutions as well as California law prohibit a government agency from collecting impact fees in excess of the fair share owed by the developer. (Gov. Code, §§ 66000 et seq.; Nolan v.

California Coastal Commission, 483 U.S. 825 (1987); Dolan v. City of Tigard, 512 U.S. 374 (1994).) Here, New Home already dedicated land to the City, which the City itself recognized could “accommodate a city hall, library, police station, public space, public park, open space and/or other community serving civic, or public uses.” The City cannot now demand a duplicate payment through the New Fees.

There is nothing in the HAA or HCA that prohibits its application to a project that is subject to a pre-existing Development Agreement, which makes sense in the context of development. The Legislature was seeking to reduce the costs of development for the good of the entire state. The Legislature would have known of the existence of development agreement statute and that many projects are subject to such an agreement; so by not excluding such projects the Legislature intended that all projects be able to take advantage of the new statutes.

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B. The DA is an enforceable contract that gave New Home vested contractual rights.

It is well established that a development agreement is an enforceable contract which grants vested contractual rights. (See, Mammoth Lakes Land Acquisition, LLC v. Town of Mammoth Lakes (2010) 191 Cal.App.4th 435, 442-4.) In addition to the vesting noted through the Housing Crisis Act, as noted above:
 Through the DA, New Home acquired “certain vested rights regarding development of the Project on the Property” binding future City Councils (DA, Recital J);
 The DA fixed specified development impact fees applicable to the Project at current scheduled levels exempting it from future adjustments and the imposition of the New Fees (DA, Recital L(ii).);
 The only applicable fees were the fees existing on the Entry Date of the DA [May 11, 2022] for civic, fire and transportation, along with a fee for parks, open space and recreation. (DA, section 2.6); and
 The DA precludes the City from imposing “any new or additional fees, taxes or assessments on all or any portion of the Project or Property, except such fees, taxes and assessments as are specifically authorized by this Agreement or the Existing Development Approvals.” without the prior consent of Developer, imposing (DA, section 2.11).

New Home did not, and does not, consent to the imposition of the New Fees on its Project. Moreover, through the DA, New Home acquired vested rights prohibiting the application of the New Fees.

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3. Conclusion.

Imposition of the New Fees upon New Home violates the vested rights obtained under both the DA and the HAA. Accordingly, New Home’s impending payment via separately mailed checks in the amount of $96,435.13 for the New Fees associated with 15 of the units in Phase B is hereby submitted under protest on the grounds that there is no legal justification therefor. The fees for this portion of Phase B should be $31,740.

Very truly yours,
Sarah R. Kleinberg

SRK/dp

cc: Mark Orme, City Manager (via email - [email protected]) Erica L. Vega, Esq., City Attorney (via email - evega@ bwslaw.com) Gus N. Gonzalez, AICP, Community Development Director, (via email - [email protected])
15 Eastvale City Council Meeting Minutes
December 14, 2025 Page - 1

MINUTES

CITY OF EASTVALE

CITY COUNCIL REGULAR MEETING
Wednesday, December 14, 2025
Regular Meeting: 5:30 PM

City Hall Council Chambers
12363 Limonite Avenue, Suite 900
Eastvale, CA 91752

1. CALL TO ORDER

The regular meeting of the Eastvale City Council was called to order at 5:30 p.m. by Mayor Dinco.

2. ROLL CALL

Present: Councilmembers Christian Dinco, Clint Lorimore, Todd Rigby, Mayor Pro Tem Jocelyn Yow, and Mayor Mike McMinn.

Absent:

City Staff

Present: City Manager Mark Orme, City Attorney Erica Vega, and Government Services Director/City Clerk Marc Donohue were present at Roll Call. Other staff members were present.

3. CLOSED SESSION PUBLIC COMMENT – None

4. CLOSED SESSION ITEM(S)

4.1 CONFERENCE WITH LEGAL COUNSEL —EXISTING LITIGATION (Gov’t Code Section 54956.9(d)(1)) Name of case: Lichtenberger v. City of Eastvale, Case No. CVRI2505250

City Attorney Vega stated that there was no reportable action.

5. INVOCATION

Pastor Dennis Morales from Calvary Chapel Eastvale offered the invocation.

6. PLEDGE OF ALLEGIANCE

Mayor Pro Tem Yow led the Pledge of Allegiance.
16 Eastvale City Council Meeting Minutes
December 14, 2025 Page - 2

7. ADDITIONS/REVISIONS – None

8. CITY COUNCIL REORGANIZATION/APPOINTMENTS

8.1 Presentation to Outgoing Mayor Mike McMinn
Mayor Pro Tem Yow presented a plaque to Mayor McMinn.

8.2 Office of Mayor and Mayor Pro Tem
On motion of C ouncilmember Dinco and second by Councilmember McMinn, the City Council voted unanimously to appoint Jocelyn Yow to serve as Mayor, who will preside until the last City Council meeting in Calendar Year 2026.

On motion of Councilmember Dinco and second by Councilmember McMinn, the City Council voted unanimously to appoint Clint Lorimore to serve as Mayor Pro Tem, who will assume the duties of the Mayor in the Mayor’s absence and hold the office until the last City Council meeting in Calendar Year 2026.

8.3 City Council Regional Appointments
On motion of Councilmember Rigby and second by Councilmember Dinco, the City Council voted unanimously to approve the Regional Appointments List , as revised by the City Council.

8.4 City Council Committee Appointments
On motion of Councilmember Rigby and second by Councilmember Dinco, the City Council voted unanimously to approve the Committees Appointments List.

9. PRESENTATIONS/ANNOUNCEMENTS

9.1 Recognition of ERHS Girls Flag Football Team

The ERHS Girls Flag Football Team was recognized.

9.2 Recognition of Cintas for Fire Extinguisher Donations

Cintas was recognized for fire extinguisher donations.

10. AGENCY PARTNER UPDATES

10.1 YMCA Update

Ryan Serna and Will Mobley from the Corona-Norco Family YMCA, provided an update.

17 Eastvale City Council Meeting Minutes
December 14, 2025 Page - 3

10.2 Eastvale Library Update

Eastvale Library Branch Manager Mia Becerra provided an update.

10.3 Youth Council Update

Rishi Vithlani from the Youth Council provided an update.

11. PUBLIC COMMENT

The following individuals provided public comment:

 Cesar Morales
 Vahit Turk Sahinler

12. CONSENT CALENDAR

On motion of Councilmember Dinco second by Councilmember Rigby, the City Council voted unanimously to approve the Consent Calendar.

12.1 City Council Meeting Minutes
The City Council approved the City Council meeting minutes from the regular meeting on November 12, 2024.

12.2 Planning Division Update

The City Council received and filed the Planning Division Update.

12.3 Public Works Department Update

The City Council received and filed the Public Works Department Update.

12.4 City of Eastvale Crime Statistics – October 2025

The City Council received and filed the Eastvale Crime Statistics for October 2025.

12.5 Treasurer’s Report: October 2025

The City Council received and filed the City Treasurer's Report.

12.6 Warrant Registers: August and September 2025

The City Council approved the payment of warrants as submitted by the Finance Department under Attachments 1 and 2.

18 Eastvale City Council Meeting Minutes
December 14, 2025 Page - 4

12.7 Interim Financial Report – Fiscal Year 2024-25, Quarter 4

The City Council received and filed the Interim Financial Report for Fiscal Year 2024- 25, Quarter 4 ending June 30, 2025.

12.8 Interim Financial Report – Fiscal Year 2025-26, Quarter 1

The City Council received and filed the Interim Financial Report for Fiscal Year 2025- 26, Quarter 1 ending September 30, 2025.

12.9 Community Facility Districts Annual Special Tax Accountability Reports and other Special Financing Districts Annual Reports Fiscal Year 2025-26

The City Council received and filed the Fiscal Year 2025 -26 Annual Special Tax Accountability Reports for the City's Community Facility Districts and Annual Reports for all other Special Financing Districts.

12.10 2026 City Council and Commissions Meeting/Holiday Schedule

The City Council approved the 2026 City Council/Commissions and Holiday Schedule.

12.11 Award of Special Event Equipment Rental Agreement for Miracle at Citrus

The City Council:

1. Approved the Special Event Equipment Agreement in the amount of $69,876 with Bringing Home Christmas for equipment rental, and professional snow, lighting, and decoration installation services; and

2. Waived compliance with formal bidding requirements on the basis that formal bidding is not in the best interest of the City pursuant to EMC Section 4.06.080(i); and

3. Authorized the City Manager to execute the Agreement documents.

12.12 Approval of ZIP Code Legislation Support Letter for the U.S. Senate Homeland Security and Governmental Affairs Committee

The City Council approved a letter expressing support for H.R. 672 (Diaz-Balart) and S. 1455 (Scott) to be sent to the U.S. Senate Homeland Security and Governmental Affairs Committee.

12.13 Acceptance of Public Improvements for Parcel Map No. 37771 the Homestead Project – Located along Limonite Avenue between Archibald Avenue and Cucamonga Creek

The City Council adopted Resolution 25 -57, acce pting as complete the Public Improvements for Parcel Map 37771 (Homestead, PW20-10005). 19 Eastvale City Council Meeting Minutes
December 14, 2025 Page - 5

12.14 Award of Contract for GIS Services and Support

The City Council authorized the City Manager to execute a Professional Services Agreement with Compass Rose GIS LLC in the amount not -to-exceed $80,000 per fiscal year to provide unlimited GIS services and support, for an initial three -year contract term, with a provision for two, one -year optional extension periods if needed.

12.15 Approve the Agreement with Stay Green for Citywide Landscape Maintenance Services

The City Council:

1. Approved the Agreement for Citywide Landscape Maintenance Services with Stay Green in a not-to-exceed amount of $300,000 per fiscal year, for an initial three- year term, with the option to renew for up to two (2) one-year extensions; and

2. Authorized the City Manager to execute the necessary documents, including the approval of CPI adjustments in the option years, if exercised.

12.16 Adopt a Roadway Program Policy Update

The City Council approved and adopted the revised Adopt a Roadway Policy.

13. PUBLIC HEARINGS – None

14. CITY COUNCIL BUSINESS

14.1 Surplus Land Declaration for Assessor Parcel Number (APN) 152-060-061 within Hamner Place

Community Development Director Gonzalez provided a presentation and answered related questions.

Mayor Yow opened the public comment period. Hearing no response, Mayor Yow closed the public comment period.

On motion of Mayor Pro Tem Lorimore and second by Councilmember Dinco , the City Council voted unanimously to adopt Resolution 25 -58, declaring Assessor Parcel Number (APN) 152-060-061 (Hamner Place) surplus land under the Surplus Land Act as amended by AB 1486.

14.2 Jurupa Community Services District (JCSD) Proposed Heli-Hydrant at Eastvale Community Park

Director of Community Safety and Technology Terfehr presented the item and answered related questions.
20 Eastvale City Council Meeting Minutes
December 14, 2025 Page - 6
Mayor Yow opened the public comment period. Hearing no response, Mayor Yow closed the public comment period.

On motion of Mayor Yow and second by Counc ilmember Dinco, the City Council voted unanimously to table the item to a future City Council meeting.

14.3 Purchase of Real Property for Civic Center Parking and Civic Center Project Capital Improvement Plan Budget Amendment

Community Development Director Gonzalez presented the item and answered related questions.

Mayor Yow opened the public comment period. Hearing no response, Mayor Yow closed the public comment period.

On motion of Mayor Pro Tem Lorimore Lorimore and Coun cilmember Dinco, the City Council voted unanimously to:

1. Approve the Agreement for the Purchase and Sale of Real Property, including the exhibits thereto, to acquire Lot 36 of Tract No. 38595 located at the northwest corner of Premier Place and Hamner Avenue, for Civic Center parking;

2. Authorize the City Manager to sign the Purchase and Sale Agreement, and all exhibits thereto, and take all necessary actions to complete the purchase of the subject property, including but not limited to executing the certificate of acceptance of the grant deed;

3. Authorize the City Manager to approve minor modifications to the Purchase and Sale Agreement, and the exhibits thereto, prior to execution with the consent of the City Attorney; and

4. Adopt Resolution 25-59 of the City Council of the City of Eastvale, California, Amending the 2025 -26 Fiscal Year Capital Improvement Plan and Budget for the Civic Center Parking Capital Improvement Project.

14.4 Agreement with the County of Riverside Department of Animal Services for Field and Shelter Services

Director of Community Safety and Technology Terfehr presented the item and answered related questions.

Mayor Yow opened the public comment period. Hearing no response, Mayor Yow closed the public comment period.

On motion of Councilmember Rigby and second by Councilmember McMinn, the City Council voted unanimously to:

1. Approve the Field and Shelter Services Agreement with the County of Riverside Department of Animal Services for half time Animal Control Officer and; 21 Eastvale City Council Meeting Minutes
December 14, 2025 Page - 7

2. Authorize the City Manager to execute the Agreement and other necessary documents; and

3. Authorize the City Manager to approve and execute future extensions of the Agreement that do not increase the compensation paid by the City for the services.

15. CITY MANAGER/CITY STAFF REPORT

City Manager Orme provided an update on upcoming City events.

16. CITY COUNCIL COMMUNICATIONS/COMMITTEE REPORTS

16.1 League of California Cities
Mayor Yow provided a report.

16.2 Southern California Association of Governments
Mayor Pro Tem Lorimore provided a report.

16.3 Western Riverside Council of Governments
Councilmember Dinco provided a report.

16.4 Riverside Transit Agency
No report was provided.

16.5 Northwest Mosquito and Vector Control District
Mayor Pro Tem Lorimore provided a report.

16.6 Riverside County Transportation Commission
Mayor Pro Tem Lorimore provided a report.

16.7 Western Riverside County Regional Conservation Authority No report was provided.

16.8 Finance Committee
No report was provided.

16.9 Eastvale Schools Committee
No report was provided.

16.10 Business and Development Success Ad-Hoc Committee No report was provided.

22 Eastvale City Council Meeting Minutes
December 14, 2025 Page - 8

16.11 Eastvale Legislative Ad-Hoc Committee
No report was provided.

16.12 Eastvale Community Services Ad-Hoc Committee
No report was provided.

16.13 City Council Communications

The City Council provided comments.

ADJOURNMENT – Mayor Yow adjourned the regular meeting at 8:44 P.M. The next regular meeting of the Eastvale City Council is scheduled for Wednesday, January 14, 2026, at 6:30 P.M.

Marc A. Donohue, MMC
City Clerk
23 AGENDA STAFF REPORT

City Council Meeting

CONSENT CALENDAR

Agenda Item No. 11.2
January 14, 2026
Treasurer’s Report: November 2025
Prepared By:

Amanda Wells, Finance Director/City Treasurer
Recommended Action(s)
Staff recommends that the City Council receive and file the City Treasurer’s Report.

Summary
In accordance with the City of Eastvale’s Investment Policy, adopted September 10, 2025, the City Treasurer is required to submit a quarterly treasurer’s report to the City Council. The report shall include types of investments, credit ra*ngs, ins*tu*ons involved, dates of purchases, dates of maturity, amount of deposits or cost of the security, current market value of the securi*es, interest rates, investment fund balances, and a statement as to whether investments are in compliance with the Investment Policy and whether there are sufficient funds to meet the City’s cash obliga*ons for the next six months.

Background
The Schedule of Investments includes a breakdown of the City’s investments by “Ac*ve” or “Inac*ve” Deposits. “Ac*ve Deposits” are those accounts which receive revenues, whereas “Inac*ve Deposits” are available for use but are not earning revenues. Detail reports for the PFM Managed Investment Por2olio, with all supplemental informa*on required by the City’s investment policy, are included in the report.

The Dash Board Report Card, consists of two sections:

I. Por2olio Diversifica*on – This sec*on reflects the diversifica*on of the City of Eastvale’s por2olio by both type of instrument and length of maturity. 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
24 II. Por2olio Performance Measures – This sec*on compares budget to actuals in for interest earnings. Also included is a cash breakdown report per the City’s fund balance reserve policy showing funds restricted, commi>ed, designated, and unassigned in addi*on to investment income received as of November 30, 2025, broken down by investment type. The City of Eastvale’s Schedule of Investments complies with the City’s Investment Policy. The City has sufficient funds to meet its expenditure requirements for the next six months. Total cash and investments as of the en d of
November are $340,274,986 (book value). Ac*ve deposits total $282,017,638; inac*ve deposits total $8,000,000. The remaining amount of $50,257,618 accounts for cash with fiscal agent, which comprises bond proceeds for the Civic Center Project. Net investment income received for fiscal year 2025-26 through the end of November (five months of the fiscal year) is $5,379,200. The net annualized yield on investments is 4.379
%.

Environmental
Government investment reports are not considered a Project as defined by the California Environmental Quality Act (CEQA) and no environmental review is required.

Strategic Plan Action - Priority Level: N/A
| Target #: N/A
| Goal #: N/A
The Treasurer's Report is an ac*vity required by the city's investment policy and is not a strategic activity.

Fiscal Impact
Not applicable.

Prior City Council/Commission Action
Not applicable.

Attachment(s)
Attachment 1 - Investment Report: November 2025

Attachment 2 - PFM Statement: November 2025

12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
25 Introduction
Month Ending
Active
Deposits
Ending Book
Value
Inactive
Deposits
Ending Book
Value
Cash With
Fiscal Agent Interest*
Realized
Gain/(Loss)
Yield at
Cost
December 31, 2024 $ 231,737,006 $ 12,006,426 $ - 539,795$ $ (1,210) 3.983% January 31, 2025 237,042,136 12,022,010 - 1,189,848 (22,048) 3.828% February 28, 2025 246,798,563 12,000,000 - 521,425 (3,188) 3.854% March 31, 2025 253,346,989 8,000,000 - 533,139 (17,538) 4.198% April 30, 2025 254,899,446 8,001,373 - 1,305,239 (2,205) 4.235% May 31, 2025 262,369,797 8,001,373 - 542,829 (29,916) 4.115% June 30, 2025 263,428,432 8,041,373 - 636,113 13,921 4.117% July 31, 2025 267,263,935 8,003,111 57,529,535 1,408,122 23,852 4.951% August 31, 2025 273,409,767 10,818,948 57,549,582 646,820 227 4.848% September 30, 2025 277,037,455 8,000,000 57,549,582 868,876 31,270 4.736% October 31, 2025 283,398,116 8,000,000 57,939,042 1,585,273 32,301 4.549% November 30, 2025 282,017,368 8,000,000 50,257,618 736,541 60,384 4.408% *LAIF interest is received quarterly in July, October, January, and April

CITY OF EASTVALE
Treasurer's Report
Fiscal Year 2025-26 as of November 30, 2025
In accordance with the City Investment Policy, a quarterly investment report shall be filed with the City Council which provides a clear picture of the status of the current investments. The report for the month ending November 30, 2025 has been prepared by City Staff. We hereby certify that this report accurately reflects all pooled investments and is in compliance with the City’s Investment Policy. Combined with anticipated revenues, the portfolio contains sufficient investment liquidity to meet budgeted expenditures for the next six months.
12 MONTH BALANCES
This report is based on the city's fiscal year, July through June.

Prepared by the Finance Department in accordance with the adopted Investment Policy eastvaleca.gov 1 26 Schedule of Investments
Par Value
Book Value Price
@ Cost
(Fair Value)
Market Value Yield
Money Market Accounts:

Citizens Business Bank - Money Market -$ -$ -$ 0.100% First American Govt Oblig Fund CI Y 157,097 157,097 157,097 3.590% Total Money Market 157,097$ 157,097$ 157,097$ 3.590% Sweep Accounts:

Citizens Business Bank - General Sweep 29,399,383$ 29,399,383$ 29,399,383$ 0.100% Total Sweep Accounts 29,399,383$ 29,399,383$ 29,399,383$ 0.100% Pooled Investment Accounts:

CAMP Pool 137,451,307$ 137,451,307$ 137,451,307$ 4.100% Local Agency Investment Fund* 74,188,924 74,188,924 74,277,826 4.340% Total Pooled Investment 211,640,232$ 211,640,232$ 211,729,133$ 4.184% PFM Managed Investment Portfolio:

U.S. Treasury Bond / Note 17,655,000$ 17,288,809$ 17,693,164$ 3.810% U.S. Treasury Bill - - - 0.000% Supra-National Agency Bond / Note - - - 0.000% Municipal Bond / Note - - - 0.000% Federal Agency Commercial 8,209,282 8,158,509 8,369,138 4.790% Asset-Back Security / Collateralized 5,408,129 5,407,447 5,448,753 4.440% Certificate of Deposit 360,000 360,000 363,428 5.080% Federal Agency Bond / Note - - - 0.000% Bank Note 925,000 925,020 937,456 5.480% Corporate Note 8,744,000 8,680,872 8,811,463 4.310% Total PFM Managed Investments 41,301,412$ 40,820,657$ 41,623,402$ 4.245% 282,498,123$ 282,017,368$ 282,909,014$ 4.408% Checking Account:

Citizens Business Bank - General Account 8,000,000$ 8,000,000$ 8,000,000$ 0.000% Citizens Business Bank - HdL Holding - - - 0.000% Total Inactive Deposits 8,000,000$ 8,000,000$ 8,000,000$ 0.000% 8,000,000$ 8,000,000$ 8,000,000$ Revenue Lease Bonds
US Bank Series 2025A** 50,257,618$ 50,257,618$ 50,257,618$ 3.600% Total Cash with Fiscal Agent 50,257,618$ 50,257,618$ 50,257,618$ 3.600% 50,257,618$ 50,257,618$ 50,257,618$ 340,755,741$ 340,274,986$ 341,166,633$ *yield as of the prior quarter end **new as of 07/31/2025

CITY OF EASTVALE
Treasurer's Report
Fiscal Year 2025-26 as of November 30, 2025

GRAND TOTAL CASH
Institution

ACTIVE DEPOSITS TOTAL

INACTIVE DEPOSITS

ACTIVE DEPOSITS

CASH WITH FISCAL AGENT

INACTIVE DEPOSITS TOTAL

CASH WITH FISCAL AGENT TOTAL
Per Government Code requirements, the Investment Report is in compliance with the City of Eastvale's Investment Policy, and there are adequate funds available to meet budgeted and actual expenditures for the next six months.

Prepared by the Finance Department in accordance with the adopted Investment Policy eastvaleca.gov 2 27 Dash Board Report Card
I. PORTFOLIO DIVERSIFICATION*
Money Market 0.06%
Sweep 10.39%
LAIF 26.26%
CAMP Pool 48.58%
Certificates of Deposit 0.13%
U.S. Treasury Bond/ Note 6.25%
U.S. Treasury Bill 0.00%
Supra-National Agency Bond/Note 0.00%
Municipal Bond / Note 0.00%
Federal Agency Collaterized Mortgage 2.96%
Asset-Backed Security/ Collateralized 1.93%
Federal Agency Bond/ Note 0.00%
Bank Note 0.33%
Corporate Note 3.11%
100.00%
Less Than 90 Days 85.29%
90 days to Six Months (26 Weeks) 0.00%
Six Months to One Year (52 Weeks) 1.03%
One to Two Years (104 Weeks) 2.39%
Two to Three Years (156 Weeks) 3.28%
Three to Four Years (208 Weeks) 3.71%
Four to Five Years 4.31%
Five Years + 0.00%
100.00%
II. PORTFOLIO PERFORMANCE MEASURES*
Yield at Cost - November 30, 2025 4.408%
Annual Investment Income Budget 7,781,585$ A
Investment Income Received - YTD 11/30/2025 5,397,027 B Less Investment Fees (17,826) C
Net Investment Income Received - YTD 11/30/2025 5,379,200$ B+C Over/(Under) Annual Budget (2,402,385)$ C-B
% of Annual Budget 69.127%
Net Yield Annualized at Cost - November 30, 2025 4.379% *excludes cash with fiscal agent

CITY OF EASTVALE
Treasurer's Report
Fiscal Year 2025-26 as of November 30, 2025

DIVERSIFICATION BY INSTRUMENT

DIVERSIFICATION BY MATURITY
Prepared by the Finance Department in accordance with the adopted Investment Policy eastvaleca.gov 3 28 Dash Board Report Card
Active Investments: Diversification by Maturity*
Active Investments: Diversification by Investment*

CITY OF EASTVALE
Treasurer's Report
Fiscal Year 2025-26 as of November 30, 2025
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
0 - 0.25 0.25 - 0.50 0.50 - 1 1 - 2 2 - 3 3 - 4 4 - 5 >5 % of Portfolio
Maturity in Years
First American Govt Oblig Fund CI Y

0.06%
CAMP Pool

54.22%
Local Agency Investment Fund

29.30%
U.S. Treasury Bond / Note

6.98%
U.S. Treasury Bill

0.00%
Supra-National Agency Bond / Note

0.00%
Municipal Bond / Note

0.00%
Federal Agency Commercial

3.30%
Asset-Back Security /
Collateralized

2.15%
Certificate of Deposit

0.14%
Federal Agency Bond / Note

0.00%
Bank Note

0.37%
Corporate Note

3.48%
Prepared by the Finance Department in accordance with the adopted Investment Policy eastvaleca.gov 4 29 Dash Board Report Card

CITY OF EASTVALE
Treasurer's Report
Fiscal Year 2025-26 as of November 30, 2025
*excludes cash with fiscal agent
All Activity: Year Over Year Total Interest Income
-
1 2
3 4
5 6
7 8
9 2020-21 2021-22 2022-23 2023-24 2024-25 2025-26
Net Interest Income Received
Millions
Fiscal Year
Prepared by the Finance Department in accordance with the adopted Investment Policy eastvaleca.gov 5 30 Cash Breakdown per Fund Balance Reserve Policy
Schedule of Investments - November 30, 2025
Money Market Accounts 157,097$
Sweep Accounts 29,399,383
Pooled Investment Accounts 211,640,232
PFM Managed Investments 40,820,657
Checking Account 8,000,000
Cash with Fiscal Agent 50,257,618
Grand Total Cash - November 30, 2025 340,274,986$
Breakdown of Total Cash at November 30, 2025
Non-Spendable & Restricted Funds (Non-Discretionary Per Law): 131,022,086$ per 06/30/2024 audited financials
Committed (Formal Action of City Council): 135,221,901
per fiscal year 2025-26 adopted budget
Assigned (City's Intent):
per fiscal year 2025-26 adopted budget
Fire Operations
per fiscal year 2025-26 adopted budget 9,296,150
General Fund Emergency Contingency:
per fund balance reserve policy (General and Fire Funds) + 21,620,591 - Cash Flow for CIP Grants 16,854,090
- Cover Special Revenue Fund Negative Fund Balance 387,319 - Business Incentive Loan Program 130,000
- Land Purchases 12,000,000
- Financial System Implementation (FY 2025-26) 1,000,000 All Funds Adopted Budget
Revenues 210,291,546
Expenditures 198,702,740
All Funds Net Revenue - 11,588,806
Total Designated/ Assigned 49,699,344
Unassigned 24,331,655
Grand Total Cash - November 30, 2025 340,274,986$
Fiscal Year 2025-26 as of November 30, 2025
Treasurer's Report

CITY OF EASTVALE
*Restricted, committed, and assigned figures based on estimated fund balances at the end of the fiscal year, 06/30/2026. However cash estimates in this report are based on the current month. As a result, it is typical that a variance exists between projected unassigned cash balance and current unassigned cash balances. The variance will not be resolved until the end of the fiscal year. A negative unassigned cash balance in the current period does not indicate a cash flow issue for the city.

Prepared by the Finance Department in accordance with the adopted Investment Policy eastvaleca.gov 6 31 Investment Income Detail
Yield at Cost - November 30, 2025 4.408%
Annual Investment Income Budget A 7,781,585$
Investment Income Received YTD:

Money Market (CBB) -$
Sweep (CBB) 9,774
Money Market (PFM) 3,192
LAIF 1,597,105
CAMP Pool 2,455,308
Certificate of Deposits 9,144
Municipal Bond/Note 1,793
U.S. Treasury Bill 126,109
U.S. Treasury Bond/ Note 48,281
Federal Agency Bond/ Note 33,714
Federal Agency Commercial Mortgage Backed Security 72,261 Asset-Backed Security 125,947
Corporate Note 156,678
Bank Note 25,306
Supra-National Agency Bond/Note -
US Bank Series 2025A 584,381
Realized Gain/ (Loss) 148,034
Total Investment Income Received - YTD 11/30/2025 B 5,397,027 Less Investment Fees Paid:

Trust Fees-U.S. Bank (1,864)
Management Fee-PFM (15,962)
Total Investment Fees Paid - YTD 11/30/2025 C (17,826)
Net Investment Income Received - YTD 11/30/2025 B+C 5,379,200$ Investment Income Over/(Under) Annual Budget C-B (2,402,385)$ Investment Income Annual Budget % Used 69.127%
Net Yield Annualized at Cost - November 30, 2025 4.379% Fiscal Year 2025-26 as of November 30, 2025
Treasurer's Report

CITY OF EASTVALE
Prepared by the Finance Department in accordance with the adopted Investment Policy eastvaleca.gov 7 32 CITY OF EASTVALE

ACCOUNT STATEMENT
For the Month Ending
November 30, 2025
Customer Service
PO Box 11813
Harrisburg, PA 17108-1813
Contents
Cover/Disclosures
Summary Statement
Individual Accounts

CITY OF EASTVALE

AMANDA WELLS
12363 LIMONITE AVE
SUITE 910
EASTVALE, CA 91732
Client Management Team
Accounts included in Statement
20240100 CITY OF EASTVALE - INVESTMENT PORTFOLIO
https://www.pfmam.comOnline Access 1-717-232-2723Customer Service Robert Montoya
Institutional Sales & Relationship Manager
633 W 5th Street, Suite/Floor 2560
Los Angeles, CA 90071
262-725-1090
[email protected]

33 For the Month Ending November 30, 2025
Account Statement
Important Disclosures
Important Disclosures
365 and dividing the result by 7. The yields quoted should not be considered a representation of the yield of the fund in the future, since the yield is not fixed.

Average maturity represents the average maturity of all securities and investments of a portfolio, determined by multiplying the par or principal value of each security or investment by its maturity (days or years), summing the products, and dividing the sum by the total principal value of the portfolio. The stated maturity date of mortgage backed or callable securities are used in this statement. However the actual maturity of these securities could vary depending on the level or prepayments on the underlying mortgages or whether a callable security has or is still able to be called.

Monthly distribution yield represents the net change in the value of one share (normally $1.00 per share) resulting from all dividends declared during the month by a fund expressed as a percentage of the value of one share at the beginning of the month. This resulting net change is then annualized by multiplying it by 365 and dividing it by the number of calendar days in the month.

YTM at Cost The yield to maturity at cost is the expected rate of return, based on the original cost, the annual interest receipts, maturity value and the time period from purchase date to maturity, stated as a percentage, on an annualized basis.

YTM at Market The yield to maturity at market is the rate of return, based on the current market value, the annual interest receipts, maturity value and the time period remaining until maturity, stated as a percentage, on an annualized basis.

Managed Account A portfolio of investments managed discretely by PFMAM according to the client’s specific investment policy and requirements. The investments are directly owned by the client and held by the client’s custodian.

Unsettled Trade A trade which has been executed however the final consummation of the security transaction and payment has not yet taken place.

Please review the detail pages of this statement carefully. If you think your statement is wrong, missing account information, or if you need more information about a transaction, please contact PFMAM within 60 days of receipt. If you have other concerns or questions regarding your account, or to request an updated copy of PFMAM's current disclosure statement, please contact a member of your client management team at PFMAM Service Operations at the address below.

PFM Asset Management
Attn: Service Operations
213 Market Street
Harrisburg, PA 17101
NOT FDIC INSURED     NO BANK GUARANTEE     MAY LOSE VALUE This statement is for general information purposes only and is not intended to provide specific advice or recommendations. PFM Asset Management ("PFMAM") is a division of U.S. Bancorp Asset Management, Inc. ("USBAM"), a SEC-registered investment adviser. USBAM is direct subsidiary of U.S. Bank National Association ("U.S. Bank") and an indirect subsidiary of U.S. Bancorp. U.S. Bank is not responsible for and does not guarantee the products, services or performance of PFMAM. PFMAM maintains a written disclosure statement of our background and business experience. If you would like to receive a copy of our current disclosure statement, please contact Service Operations at the address below.

Proxy Voting PFMAM does not normally receive proxies to vote on behalf of its clients.

However, it does on occasion receive consent requests. In the event a consent request is received the portfolio manager contacts the client and then proceeds according to their instructions. PFMAM’s Proxy Voting Policy is available upon request by contacting Service Operations at the address below.

Questions About an Account PFMAM’s monthly statement is intended to detail our investment advisory activity as well as the activity of any accounts held by clients in pools that are managed by PFMAM. The custodian bank maintains the control of assets and executes (i.e., settles) all investment transactions. The custodian statement is the official record of security and cash holdings and transactions. PFMAM recognizes that clients may use these reports to facilitate record keeping and that the custodian bank statement and the PFMAM statement should be reconciled and differences resolved.

Many custodians use a settlement date basis which may result in the need to reconcile due to a timing difference.

Account Control PFMAM does not have the authority to withdraw funds from or deposit funds to the custodian outside the scope of services provided by PFMAM. Our clients retain responsibility for their internal accounting policies; implementing and enforcing internal controls and generating ledger entries or otherwise recording transactions.

Market Value Generally, PFMAM’s market prices are derived from closing bid prices as of the last business day of the month as supplied by ICE Data Services. There may be differences in the values shown for investments due to accrued but uncollected income and the use of differing valuation sources and methods. Non-negotiable FDIC-insured bank certificates of deposit are priced at par. Although PFMAM believes the prices to be reliable, the values of the securities may not represent the prices at which the securities could have been bought or sold. Explanation of the valuation methods for a registered investment company or local government investment program is contained in the appropriate fund offering documentation or information statement.

Amortized Cost The original cost of the principal of the security is adjusted for the amount of the periodic reduction of any discount or premium from the purchase date until the date of the report. Discount or premium with respect to short term securities (those with less than one year to maturity at time of issuance) is amortized on a straightline basis. Such discount or premium with respect to longer term securities is amortized using the constant yield basis.

Tax Reporting Cost data and realized gains / losses are provided for informational purposes only. Please review for accuracy and consult your tax advisor to determine the tax consequences of your security transactions. PFMAM does not report such information to the IRS or other taxing authorities and is not responsible for the accuracy of such information that may be required to be reported to federal, state or other taxing authorities.

Financial Situation In order to better serve you, PFMAM should be promptly notified of any material change in your investment objective or financial situation.

Callable Securities Securities subject to redemption prior to maturity may be redeemed in whole or in part before maturity, which could affect the yield represented.

Portfolio The securities in this portfolio, including shares of mutual funds, are not guaranteed or otherwise protected by PFMAM, the FDIC (except for certain non-negotiable certificates of deposit) or any government agency. Investment in securities involves risks, including the possible loss of the amount invested. Actual settlement values, accrued interest, and amortized cost amounts may vary for securities subject to an adjustable interest rate or subject to principal paydowns. Any changes to the values shown may be reflected within the next monthly statement’s beginning values.

Rating Information provided for ratings is based upon a good faith inquiry of selected sources, but its accuracy and completeness cannot be guaranteed.

Shares of some local government investment programs and TERM funds are distributed by representatives of USBAM's affiliate, U.S. Bancorp Investments, Inc. which is registered with the SEC as a broker/dealer and is a member of the Financial Industry Regulatory Authority (“FINRA”) and the Municipal Securities Rulemaking Board (“MSRB”). You may reach the FINRA by calling the FINRA Hotline at 1-800-289-9999 or at the FINRA website address
https://www.finra.org/investors/investor-contacts. A brochure describing the FINRA Regulation Public Disclosure Program is also available from FINRA upon request.

Key Terms and Definitions
Dividends on local government investment program funds consist of interest earned, plus any discount ratably amortized to the date of maturity, plus all realized gains and losses on the sale of securities prior to maturity, less ratable amortization of any premium and all accrued expenses to the fund. Dividends are accrued daily and may be paid either monthly or quarterly. The monthly earnings on this statement represent the estimated dividend accrued for the month for any program that distributes earnings on a quarterly basis. There is no guarantee that the estimated amount will be paid on the actual distribution date.

Current Yield is the net change, exclusive of capital changes and income other than investment income, in the value of a hypothetical fund account with a balance of one share over the seven-day base period including the statement date, expressed as a percentage of the value of one share (normally $1.00 per share) at the beginning of the seven-day period. This resulting net change in account value is then annualized by multiplying it by
U.S. Bancorp Investments, Inc ., is registered with the U .S. Securities and Exchange Commission (SEC) and is subject to the rules of the Municipal Securities Rulemaking Board (MSRB) as it relates to the distribution of shares of local government investment pools. The MSRB requires investors to be informed of the availability of the MSRB Investor Brochure which describes the protections that may be provided by the MSRB rules and how to file a complaint with an appropriate regulatory authority. The MSRB Investor Brochure can be found on the MSRB’s website at www.msrb.org. 34 For the Month Ending November 30, 2025
Account Statement
Consolidated Summary Statement

CITY OF EASTVALE
Investment Allocation
Investment Type Closing Market Value Percent
5,448,753.06 3.04 Asset-Backed Security
8,811,462.95 4.92 Corporate Note
937,455.68 0.52 Bank Note
363,427.92 0.20 Certificate of Deposit
8,369,138.30 4.67 Federal Agency Commercial Mortgage-Backed Security 17,693,164.27 9.88 U.S. Treasury Bond / Note
137,451,307.20 76.77 CAMP Pool
$179,074,709.38 Total 100.00%
Portfolio Summary
and Income
Closing
Market ValuePortfolio Holdings
Cash Dividends
PFMAM Managed Account 197,628.61 41,623,402.18
CAMP Pool 0.00 137,451,307.20
$197,628.61 $179,074,709.38 Total
Maturity Distribution (Fixed Income Holdings)
Portfolio Holdings Closing Market Value Percent
137,451,307.20

0.00 0.00

0.00 2,914,303.61
6,758,528.48
9,266,897.36
10,484,402.91
12,199,269.82

0.00 76.77

0.00 0.00

0.00 1.63

3.77 5.17

5.85 6.81

0.00 Under 30 days
31 to 60 days
61 to 90 days
91 to 180 days
181 days to 1 year
1 to 2 years
2 to 3 years
3 to 4 years
4 to 5 years
Over 5 years
Total $179,074,709.38
261
100.00%
Weighted Average Days to Maturity
Sector Allocation

3.04%
ABS

4.92%
Corporate Note

0.52%
Bank Note

0.20%
Cert of Deposit

4.67%
Federal Agency
Commercial
Mortgage-Backed
Security

9.88%
US TSY Bond / Note

76.77%
CAMP Pool
Summary Page 1PFM Asset Management
35 For the Month Ending November 30, 2025Managed Account Summary Statement CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Total Cash Basis Earnings
Plus Net Realized Gains/Losses
Less Purchased Interest Related to Interest/Coupons
Interest/Dividends/Coupons Received
Earnings Reconciliation (Cash Basis) - Managed Account
Less Beginning Accrued Interest
Less Beginning Amortized Value of Securities
Less Cost of New Purchases
Plus Coupons/Dividends Received
Plus Proceeds of Maturities/Calls/Principal Payments
Plus Proceeds from Sales
Ending Accrued Interest
Ending Amortized Value of Securities
Earnings Reconciliation (Accrual Basis)
$41,572,672.68
(182,194.09)
(978,311.91)
1,106,639.00

0.00 104,596.50
$41,623,402.18
139,712.09
(1,348.57)
59,265.09
$197,628.61
Total
41,125,291.43
267,782.50
981,548.80
182,194.09
136,475.20
(1,107,987.57)
(41,176,604.21)
(270,728.11)
Total Accrual Basis Earnings $137,972.13
Closing Market Value
Change in Current Value
Unsettled Trades
Principal Acquisitions
Principal Dispositions
Maturities/Calls
Opening Market Value
Transaction Summary - Managed Account
_________________
_________________
_______________________________________________ _______________________________________________ Reconciling Transactions Net Cash Contribution
Security Purchases
Principal Payments
Coupon/Interest/Dividend Income
Sale Proceeds
Maturities/Calls
Cash Transactions Summary - Managed Account
134,000.00
981,548.80
136,475.20
48,194.09
(1,202,967.45)
(385.14)

0.00 Cash Balance
$211,090.53 Closing Cash Balance
Account 20240100 Page 1PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
36 For the Month Ending November 30, 2025Portfolio Summary and Statistics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Account Summary
Percent Par Value Market ValueDescription
U.S. Treasury Bond / Note 17,655,000.00 17,693,164.27 42.51 Federal Agency Commercial
Mortgage-Backed Security
8,209,282.45 8,369,138.30 20.11
Corporate Note 8,744,000.00 8,811,462.95 21.17
Certificate of Deposit 360,000.00 363,427.92 0.87
Bank Note 925,000.00 937,455.68 2.25
Asset-Backed Security 5,408,129.39 5,448,753.06 13.09 Managed Account Sub-Total 41,301,411.84 41,623,402.18 100.00% Accrued Interest 267,782.50
Total Portfolio 41,301,411.84 41,891,184.68
Unsettled Trades 0.00 0.00
Sector Allocation

13.09%
ABS

2.25%
Bank Note

0.87%
Cert of Deposit

21.17%
Corporate Note

20.11%
Federal Agency
Commercial
Mortgage-Backed
Security

42.51%
US TSY Bond / Note
0 - 6 Months 6 - 12 Months 1 - 2 Years 2 - 3 Years 3 - 4 Years 4 - 5 Years Over 5 Years

0.00%

7.00%

16.24%

22.26%

25.19%

29.31%

0.00%
Maturity Distribution Characteristics
Yield to Maturity at Cost
Yield to Maturity at Market
Weighted Average Days to Maturity 1120

4.24%

3.75%
Account 20240100 Page 2PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
37 For the Month Ending November 30, 2025Managed Account Issuer Summary CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Credit Quality (S&P Ratings)

5.75%
A

10.90%
A+

0.70%
A-

0.87%
A-1

64.10%
AA+

3.11%
AA-

13.48%
AAA

1.09%
NR
Issuer Summary
Percentof HoldingsIssuer
Market Value
392,871.60 0.94 Adobe Inc
80,085.84 0.19 Ally Auto Receivables Trust
50,298.75 0.12 Alphabet Inc
541,340.78 1.30 American Express Co
564,411.12 1.36 Apple Inc
233,382.33 0.56 AstraZeneca PLC
323,684.43 0.78 BA Credit Card Trust
593,157.99 1.43 Bank of America Corp
610,945.08 1.47 Bank of New York Mellon Corp
600,576.08 1.44 BlackRock Inc
345,692.82 0.83 Capital One Financial Corp
129,940.20 0.31 Chase Auto Owner Trust
133,600.22 0.32 Cisco Systems Inc
1,223,723.11 2.94 Citigroup Inc
363,427.92 0.87 Cooperatieve Rabobank UA
282,563.60 0.68 Deere & Co
298,458.58 0.72 Eli Lilly & Co
8,009,482.57 19.24 Federal Home Loan Mortgage Corp
359,655.73 0.86 Federal National Mortgage Association
171,187.93 0.41 Fifth Third Auto Trust
96,636.32 0.23 GM Financial Consumer Automobile Receiv 402,418.00 0.97 Goldman Sachs Group Inc
383,513.91 0.92 Home Depot Inc
838,902.11 2.02 Honda Auto Receivables Owner Trust
816,980.09 1.96 Hyundai Auto Receivables Trust
1,572,792.92 3.78 JPMorgan Chase & Co
225,055.38 0.54 Kenvue Inc
291,070.20 0.70 Mastercard Inc
460,362.56 1.11 Microsoft Corp
377,622.74 0.91 Morgan Stanley
155,881.18 0.37 National Rural Utilities Cooperative Fi 562,159.92 1.35 Novartis AG
Account 20240100 Page 3PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
38 For the Month Ending November 30, 2025Managed Account Issuer Summary CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Percentof HoldingsIssuer
Market Value
277,050.40 0.67 PACCAR Inc
281,468.04 0.68 PepsiCo Inc
279,250.69 0.67 Target Corp
645,010.12 1.55 Toyota Auto Receivables Owner Trust
300,521.22 0.72 Toyota Motor Corp
17,693,164.27 42.51 United States Treasury
95,222.49 0.23 USAA Auto Owner Trust
559,832.94 1.34 Wells Fargo & Co
$41,623,402.18 Total 100.00%
Account 20240100 Page 4PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
39 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
U.S. Treasury Bond / Note

US TREASURY N/B
DTD 06/01/2021 0.750% 05/31/2026
147,787.50 148,439.47 3.09 137,472.66 06/08/2206/06/22Aa1AA+ 150,000.00 91282CCF6 2.99

US TREASURY N/B
DTD 09/30/2021 0.875% 09/30/2026
552,120.83 556,711.34 842.07 520,219.34 04/07/2204/05/22Aa1AA+ 565,000.00 91282CCZ2 2.77

US TREASURY N/B
DTD 02/15/2017 2.250% 02/15/2027
738,193.50 744,921.03 4,952.45 730,605.47 07/07/2207/05/22Aa1AA+ 750,000.00 912828V98 2.85

US TREASURY N/B
DTD 04/30/2020 0.500% 04/30/2027
210,796.08 213,037.52 94.20 196,625.00 08/05/2208/03/22Aa1AA+ 220,000.00 912828ZN3 2.92

US TREASURY N/B
DTD 07/15/2024 4.375% 07/15/2027
167,152.76 166,058.47 2,726.65 166,495.31 03/20/2503/19/25Aa1AA+ 165,000.00 91282CKZ3 3.96

US TREASURY N/B
DTD 08/15/2017 2.250% 08/15/2027
1,027,769.40 1,031,205.61 6,933.42 995,490.23 09/06/2209/01/22Aa1AA+ 1,050,000.00 9128282R0 3.40

US TREASURY N/B
DTD 09/30/2022 4.125% 09/30/2027
156,646.88 154,623.08 1,089.05 153,988.87 11/03/2211/01/22Aa1AA+ 155,000.00 91282CFM8 4.27

US TREASURY N/B
DTD 10/31/2022 4.125% 10/31/2027
384,289.82 382,065.87 1,342.33 385,284.38 12/08/2212/06/22Aa1AA+ 380,000.00 91282CFU0 3.81

US TREASURY N/B
DTD 11/02/2020 0.500% 10/31/2027
717,932.48 715,181.82 325.41 647,217.19 01/06/2301/04/23Aa1AA+ 760,000.00 91282CAU5 3.91

US TREASURY N/B
DTD 11/30/2022 3.875% 11/30/2027
579,042.83 576,058.97 61.21 577,380.86 06/05/2306/01/23Aa1AA+ 575,000.00 91282CFZ9 3.77

US TREASURY N/B
DTD 01/03/2023 3.875% 12/31/2027
523,920.28 522,064.07 8,432.34 524,875.00 01/31/2301/31/23Aa1AA+ 520,000.00 91282CGC9 3.66

US TREASURY N/B
DTD 02/01/2021 0.750% 01/31/2028
212,220.68 212,515.25 564.03 197,868.16 05/18/2305/16/23Aa1AA+ 225,000.00 91282CBJ9 3.56

US TREASURY N/B
DTD 02/01/2021 0.750% 01/31/2028
268,812.86 268,728.57 714.44 247,437.89 01/31/2301/31/23Aa1AA+ 285,000.00 91282CBJ9 3.66

US TREASURY N/B
DTD 02/28/2023 4.000% 02/29/2028
101,078.10 99,500.17 1,016.57 98,890.62 03/07/2303/03/23Aa1AA+ 100,000.00 91282CGP0 4.25 Account 20240100 Page 5PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
40 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
U.S. Treasury Bond / Note

US TREASURY N/B
DTD 03/31/2021 1.250% 03/31/2028
346,892.72 347,580.29 777.13 328,400.19 05/09/2305/08/23Aa1AA+ 365,000.00 91282CBS9 3.50

US TREASURY N/B
DTD 05/01/2023 3.500% 04/30/2028
40,006.24 39,913.31 119.89 39,820.31 05/01/2305/01/23Aa1AA+ 40,000.00 91282CHA2 3.60

US TREASURY N/B
DTD 04/30/2024 4.625% 04/30/2029
367,452.69 355,550.67 1,406.03 355,776.56 05/03/2405/02/24Aa1AA+ 355,000.00 91282CKP5 4.58

US TREASURY N/B
DTD 05/31/2024 4.500% 05/31/2029
170,227.20 166,082.80 20.40 166,495.31 06/07/2406/06/24Aa1AA+ 165,000.00 91282CKT7 4.30

US TREASURY N/B
DTD 05/31/2024 4.500% 05/31/2029
815,027.20 794,735.67 97.66 796,542.19 06/06/2406/05/24Aa1AA+ 790,000.00 91282CKT7 4.31

US TREASURY N/B
DTD 07/01/2024 4.250% 06/30/2029
168,938.06 165,067.32 2,934.58 165,090.23 07/09/2407/08/24Aa1AA+ 165,000.00 91282CKX8 4.24

US TREASURY N/B
DTD 07/01/2024 4.250% 06/30/2029
383,950.13 373,117.12 6,669.50 372,451.17 07/03/2407/02/24Aa1AA+ 375,000.00 91282CKX8 4.40

US TREASURY N/B
DTD 07/31/2024 4.000% 07/31/2029
40,621.88 40,209.24 534.78 40,278.12 08/02/2408/01/24Aa1AA+ 40,000.00 91282CLC3 3.85

US TREASURY N/B
DTD 09/03/2024 3.625% 08/31/2029
1,092,810.02 1,091,735.12 10,041.85 1,092,256.64 09/05/2409/04/24Aa1AA+ 1,090,000.00 91282CLK5 3.58

US TREASURY N/B
DTD 09/30/2024 3.500% 09/30/2029
499,082.00 498,885.42 2,980.77 498,574.22 10/03/2410/02/24Aa1AA+ 500,000.00 91282CLN9 3.56

US TREASURY N/B
DTD 10/31/2024 4.125% 10/31/2029
275,558.22 268,384.68 953.76 267,996.09 11/15/2411/14/24Aa1AA+ 270,000.00 91282CLR0 4.29

US TREASURY N/B
DTD 10/31/2024 4.125% 10/31/2029
306,175.80 299,408.89 1,059.74 299,261.72 11/04/2411/01/24Aa1AA+ 300,000.00 91282CLR0 4.18

US TREASURY N/B
DTD 12/02/2024 4.125% 11/30/2029
301,153.41 295,434.37 33.43 295,530.08 12/06/2412/05/24Aa1AA+ 295,000.00 91282CMA6 4.08

US TREASURY N/B
DTD 12/31/2024 4.375% 12/31/2029
870,779.26 843,428.92 15,470.62 843,118.55 01/07/2501/06/25Aa1AA+ 845,000.00 91282CMD0 4.43 Account 20240100 Page 6PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
41 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
U.S. Treasury Bond / Note

US TREASURY N/B
DTD 01/31/2025 4.250% 01/31/2030
743,946.43 722,715.78 10,298.74 722,309.57 02/05/2502/04/25Aa1AA+ 725,000.00 91282CMG3 4.33

US TREASURY N/B
DTD 02/28/2023 4.000% 02/28/2030
1,321,684.00 1,302,371.20 13,215.47 1,302,742.19 03/05/2503/04/25Aa1AA+ 1,300,000.00 91282CGQ8 3.95

US TREASURY N/B
DTD 03/31/2025 4.000% 03/31/2030
920,201.29 908,973.86 6,165.93 909,525.00 04/02/2504/01/25Aa1AA+ 905,000.00 91282CMU2 3.89

US TREASURY N/B
DTD 05/31/2023 3.750% 05/31/2030
790,335.65 776,877.56 80.87 776,076.76 06/05/2506/04/25Aa1AA+ 785,000.00 91282CHF1 4.00

US TREASURY N/B
DTD 06/30/2025 3.875% 06/30/2030
288,439.95 285,792.19 4,621.57 285,857.23 07/01/2507/01/25Aa1AA+ 285,000.00 91282CNK3 3.81

US TREASURY N/B
DTD 09/02/2025 3.625% 08/31/2030
1,181,198.88 1,174,018.33 10,870.99 1,173,731.25 09/03/2509/02/25Aa1AA+ 1,180,000.00 91282CNX5 3.74

US TREASURY N/B
DTD 09/30/2025 3.625% 09/30/2030
80,075.04 79,662.02 493.96 79,656.25 10/31/2510/30/25Aa1AA+ 80,000.00 91282CPA3 3.72

US TREASURY N/B
DTD 09/30/2025 3.625% 09/30/2030
900,844.20 897,548.45 5,557.01 897,468.75 10/02/2510/01/25Aa1AA+ 900,000.00 91282CPA3 3.69 123,501.94 17,693,164.27 17,518,604.45 3.81 17,288,809.36 17,655,000.00 Security Type Sub-Total Federal Agency Commercial Mortgage-Backed Security
FHMS K061 A2
DTD 01/01/2017 3.347% 11/01/2026
250,891.26 250,855.02 705.78 245,252.67 05/24/2305/19/23Aa1AA+ 253,041.61 3137BTUM1 4.29 FHMS K064 A2
DTD 05/01/2017 3.224% 03/01/2027
386,754.03 381,915.94 1,047.80 367,879.69 08/18/2308/16/23Aa1AA+ 390,000.00 3137BXQY1 4.94 FHMS K065 A2
DTD 07/01/2017 3.243% 04/01/2027
218,136.60 215,224.85 594.55 207,427.34 08/18/2308/16/23Aa1AA+ 220,000.00 3137F1G44 4.93 FHMS K066 A2
DTD 08/01/2017 3.117% 06/01/2027
341,315.06 335,876.87 896.14 322,628.91 08/22/2308/17/23Aa1AA+ 345,000.00 3137F2LJ3 4.97 FHMS K507 A1
DTD 09/01/2023 4.800% 04/01/2028
329,884.93 321,105.54 1,295.91 318,893.35 09/28/2309/20/23Aa1AA+ 323,977.53 3137HAMR4 5.19 Account 20240100 Page 7PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
42 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
Federal Agency Commercial Mortgage-Backed Security
FHMS K506 A1
DTD 09/01/2023 4.650% 05/01/2028
188,337.19 183,893.74 718.60 182,672.22 09/14/2309/07/23Aa1AA+ 185,445.54 3137HAMG8 5.01 FHMS KJ46 A1
DTD 07/01/2023 4.777% 06/01/2028
296,210.00 293,648.15 1,168.98 293,644.63 07/27/2307/19/23Aa1AA+ 293,652.00 3137HAD45 4.78 FHMS K505 A2
DTD 07/01/2023 4.819% 06/01/2028
367,683.84 361,871.78 1,445.70 363,595.68 07/20/2307/13/23Aa1AA+ 360,000.00 3137HACX2 4.59 FNA 2023-M6 A2
DTD 07/01/2023 4.190% 07/01/2028
359,655.73 354,768.66 1,250.00 351,926.91 07/31/2307/18/23Aa1AA+ 357,996.06 3136BQDE6 4.58 FHMS KJ47 A1
DTD 09/01/2023 5.272% 08/01/2028
106,403.93 104,865.90 460.71 104,865.64 09/28/2309/19/23Aa1AA+ 104,866.17 3137HAMN3 5.27 FHMS K506 A2
DTD 09/01/2023 4.650% 08/01/2028
381,856.50 371,758.74 1,453.13 369,452.63 09/14/2309/07/23Aa1AA+ 375,000.00 3137HAMH6 4.99 FHMS K508 A2
DTD 10/01/2023 4.740% 08/01/2028
387,887.66 375,031.03 1,501.00 371,664.32 10/19/2310/11/23Aa1AA+ 380,000.00 3137HAQ74 5.25 FHMS K509 A2
DTD 10/01/2023 4.850% 09/01/2028
291,945.16 279,378.63 1,151.88 275,913.35 10/31/2310/25/23Aa1AA+ 285,000.00 3137HAST4 5.60 FHMS K507 A2
DTD 09/01/2023 4.800% 09/01/2028
378,835.97 367,321.97 1,480.00 365,577.39 09/28/2309/20/23Aa1AA+ 370,000.00 3137HAMS2 5.07 FHMS K510 A2
DTD 11/01/2023 5.069% 10/01/2028
149,332.31 144,740.11 612.50 144,580.81 11/21/2311/14/23Aa1AA+ 145,000.00 3137HB3D4 5.14 FHMS K511 A2
DTD 12/01/2023 4.860% 10/01/2028
215,551.56 209,623.60 850.50 209,396.67 12/07/2311/28/23Aa1AA+ 210,000.00 3137HB3G7 4.93 FHMS K512 A2
DTD 12/01/2023 5.000% 11/01/2028
195,569.28 191,126.20 791.67 191,774.22 12/21/2312/11/23Aa1AA+ 190,000.00 3137HBCF9 4.79 FHMS K513 A2
DTD 01/01/2024 4.724% 12/01/2028
219,960.27 216,392.78 846.38 217,147.64 01/18/2401/10/24Aa1AA+ 215,000.00 3137HBFY5 4.50 FHMS K514 A2
DTD 02/01/2024 4.572% 12/01/2028
224,069.34 221,439.33 838.20 222,199.78 02/08/2402/01/24Aa1AA+ 220,000.00 3137HBLV4 4.34 Account 20240100 Page 8PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
43 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
Federal Agency Commercial Mortgage-Backed Security
FHMS K517 A2
DTD 03/01/2024 5.355% 01/01/2029
348,963.14 341,775.60 1,494.94 345,045.31 03/14/2403/05/24Aa1AA+ 335,000.00 3137HC2C5 4.67 FHMS K515 A2
DTD 02/01/2024 5.400% 01/01/2029
390,571.13 381,745.38 1,687.50 385,102.50 02/22/2402/14/24Aa1AA+ 375,000.00 3137HBPD0 4.79 FHMS K516 A2
DTD 03/01/2024 5.477% 01/01/2029
391,615.50 382,567.80 1,711.56 386,248.88 03/07/2402/29/24Aa1AA+ 375,000.00 3137HBPM0 4.79 FHMS K524 A2
DTD 07/01/2024 4.720% 05/01/2029
328,101.12 321,484.55 1,258.67 321,965.12 07/25/2407/16/24Aa1AA+ 320,000.00 3137HDV56 4.58 FHMS K522 A2
DTD 06/01/2024 4.803% 05/01/2029
375,151.40 365,303.54 1,462.13 365,302.45 06/13/2406/05/24Aa1AA+ 365,303.54 3137HDJJ0 4.80 FHMS K526 A2
DTD 08/01/2024 4.543% 07/01/2029
357,171.50 352,486.48 1,325.04 353,273.90 08/15/2408/07/24Aa1AA+ 350,000.00 3137HDXL9 4.33 FHMS K529 A2
DTD 10/01/2024 4.791% 09/01/2029
211,065.13 208,243.54 818.46 209,097.34 10/16/2410/08/24Aa1AA+ 205,000.00 3137HH6C0 4.34 FHMS K530 A2
DTD 11/01/2024 4.792% 09/01/2029
411,896.00 401,712.56 1,597.33 402,082.80 11/27/2411/19/24Aa1AA+ 400,000.00 3137HHJL6 4.67 FHMS K546 A2
DTD 09/01/2025 4.361% 05/01/2030
264,322.76 263,743.16 944.88 263,896.36 09/18/2509/09/25Aa1AA+ 260,000.00 3137HN4R6 4.01 31,409.94 8,369,138.30 8,199,901.45 4.79 8,158,508.51 8,209,282.45 Security Type Sub-Total Corporate Note

MICROSOFT CORP (CALLABLE)
DTD 08/08/2016 2.400% 08/08/2026
460,362.56 465,794.60 3,503.00 470,156.85 02/25/2202/23/22AaaAAA 465,000.00 594918BR4 2.14

PACCAR FINANCIAL CORP
DTD 08/10/2023 5.050% 08/10/2026
277,050.40 275,260.83 4,281.98 276,130.25 08/11/2308/09/23A1A+ 275,000.00 69371RS56 4.90

BANK OF AMERICA NA (CALLABLE)
DTD 08/18/2023 5.526% 08/18/2026
302,830.20 299,359.78 4,743.15 297,474.00 10/24/2310/23/23Aa2A+ 300,000.00 06428CAA2 5.85

TARGET CORP (CALLABLE)
DTD 01/24/2022 1.950% 01/15/2027
48,991.35 49,980.83 368.33 49,915.00 01/24/2201/19/22A2A 50,000.00 87612EBM7 1.99 Account 20240100 Page 9PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
44 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
Corporate Note

TARGET CORP (CALLABLE)
DTD 01/24/2022 1.950% 01/15/2027
230,259.34 234,967.54 1,731.17 234,856.65 01/31/2201/27/22A2A 235,000.00 87612EBM7 1.96

BANK OF NY MELLON CORP (CALLABLE)
DTD 01/26/2022 2.050% 01/26/2027
372,444.84 380,265.37 2,704.86 381,223.60 01/28/2201/26/22Aa3A 380,000.00 06406RBA4 1.98

ADOBE INC (CALLABLE)
DTD 02/03/2020 2.150% 02/01/2027
392,871.60 391,306.06 2,866.67 369,240.00 12/15/2212/13/22A1A+ 400,000.00 00724PAC3 4.20

GOLDMAN SACHS BANK USA (CALLABLE)
DTD 05/21/2024 5.414% 05/21/2027
402,418.00 401,205.51 601.56 402,516.00 05/22/2505/21/25A1A+ 400,000.00 38151LAG5 5.08

HOME DEPOT INC (CALLABLE)
DTD 09/14/2017 2.800% 09/14/2027
383,513.91 381,514.14 2,335.67 368,000.10 01/27/2301/25/23A2A 390,000.00 437076BT8 4.15

BANK OF NY MELLON CORP (CALLABLE)
DTD 02/07/2017 3.442% 02/07/2028
238,500.24 235,622.31 2,615.92 233,169.60 08/07/2408/06/24Aa3A 240,000.00 06406RAB3 4.33

KENVUE INC (CALLABLE)
DTD 10/17/2023 5.050% 03/22/2028
225,055.38 224,407.12 2,129.42 225,194.20 06/30/2506/27/25A2A 220,000.00 49177JAF9 4.12

JPMORGAN CHASE & CO (CALLABLE)
DTD 04/22/2024 5.571% 04/22/2028
142,792.44 140,468.23 844.94 140,933.80 06/04/2406/03/24A1A 140,000.00 46647PEE2 5.38

APPLE INC (CALLABLE)
DTD 05/10/2023 4.000% 05/10/2028
564,411.12 560,493.79 1,306.67 561,024.80 05/18/2305/16/23AaaAA+ 560,000.00 037833ET3 3.96

JOHN DEERE CAPITAL CORP
DTD 07/14/2023 4.950% 07/14/2028
128,438.00 124,902.43 2,354.69 124,813.75 07/14/2307/11/23A1A 125,000.00 24422EXB0 4.98

JOHN DEERE CAPITAL CORP
DTD 07/14/2023 4.950% 07/14/2028
154,125.60 151,068.94 2,825.63 152,037.00 07/17/2307/13/23A1A 150,000.00 24422EXB0 4.64

NATIONAL RURAL UTIL COOP (CALLABLE)
DTD 08/25/2025 4.150% 08/25/2028
155,881.18 154,841.11 1,715.33 154,826.40 08/25/2508/19/25A2NR 155,000.00 63743HFZ0 4.19

CITIBANK NA (CALLABLE)
DTD 09/29/2023 5.803% 09/29/2028
383,113.13 365,000.00 3,647.83 365,000.00 09/29/2309/26/23Aa3A+ 365,000.00 17325FBB3 5.80

CITIBANK NA (CALLABLE)
DTD 09/29/2023 5.803% 09/29/2028
435,594.38 420,304.13 4,147.53 423,026.10 05/03/2405/01/24Aa3A+ 415,000.00 17325FBB3 5.30 Account 20240100 Page 10PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
45 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
Corporate Note

ALPHABET INC (CALLABLE)
DTD 11/06/2025 3.875% 11/15/2028
50,298.75 49,957.97 134.55 49,957.00 11/06/2511/03/25Aa2AA+ 50,000.00 02079KAV9 3.91

BANK OF AMERICA CORP (CALLABLE)
DTD 01/24/2025 4.979% 01/24/2029
290,327.79 287,447.66 5,005.97 288,157.80 04/02/2504/01/25A1A- 285,000.00 06051GMK2 4.66

CISCO SYSTEMS INC (CALLABLE)
DTD 02/26/2024 4.850% 02/26/2029
133,600.22 133,362.71 1,663.82 133,412.50 11/13/2511/12/25A1AA- 130,000.00 17275RBR2 3.99

ASTRAZENECA FINANCE LLC (CALLABLE)
DTD 02/26/2024 4.850% 02/26/2029
233,382.33 231,518.30 2,905.28 232,087.07 06/27/2506/26/25A1A+ 227,000.00 04636NAL7 4.18

BLACKROCK FUNDING INC (CALLABLE)
DTD 03/14/2024 4.700% 03/14/2029
35,855.09 34,956.82 351.85 34,936.65 03/14/2403/05/24Aa3AA- 35,000.00 09290DAA9 4.74

BLACKROCK FUNDING INC (CALLABLE)
DTD 03/14/2024 4.700% 03/14/2029
283,767.39 276,110.10 2,784.62 275,714.72 04/11/2404/09/24Aa3AA- 277,000.00 09290DAA9 4.81

MASTERCARD INC (CALLABLE)
DTD 05/31/2019 2.950% 06/01/2029
291,070.20 282,084.56 4,425.00 275,595.00 06/27/2406/26/24Aa3A+ 300,000.00 57636QAM6 4.82

PEPSICO INC (CALLABLE)
DTD 07/17/2024 4.500% 07/17/2029
189,189.33 184,786.30 3,098.75 184,713.25 07/17/2407/15/24A1A+ 185,000.00 713448FX1 4.53

TOYOTA MOTOR CREDIT CORP
DTD 08/09/2024 4.550% 08/09/2029
50,935.80 49,922.96 707.78 49,898.50 08/09/2408/06/24A1A+ 50,000.00 89236TMK8 4.60

TOYOTA MOTOR CREDIT CORP
DTD 08/09/2024 4.550% 08/09/2029
117,152.34 114,899.98 1,627.89 114,867.75 08/09/2408/07/24A1A+ 115,000.00 89236TMK8 4.58

TOYOTA MOTOR CREDIT CORP
DTD 08/09/2024 4.550% 08/09/2029
132,433.08 129,594.55 1,840.22 129,465.70 08/09/2408/08/24A1A+ 130,000.00 89236TMK8 4.64

ELI LILLY & CO (CALLABLE)
DTD 08/14/2024 4.200% 08/14/2029
65,762.06 64,891.97 811.42 64,857.65 08/14/2408/12/24Aa3A+ 65,000.00 532457CQ9 4.25

ELI LILLY & CO (CALLABLE)
DTD 08/14/2024 4.200% 08/14/2029
232,696.52 230,255.53 2,871.17 230,335.80 08/14/2408/13/24Aa3A+ 230,000.00 532457CQ9 4.17

PEPSICO INC (CALLABLE)
DTD 02/07/2025 4.600% 02/07/2030
92,278.71 89,871.34 1,311.00 89,848.80 02/07/2502/05/25A1A+ 90,000.00 713448GB8 4.64 Account 20240100 Page 11PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
46 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
Corporate Note

JPMORGAN CHASE & CO (CALLABLE)
DTD 04/22/2024 5.581% 04/22/2030
470,946.15 462,079.11 2,720.74 463,999.50 04/28/2504/25/25A1A 450,000.00 46647PEG7 4.87

BLACKROCK INC (CALLABLE)
DTD 01/27/2020 2.400% 04/30/2030
280,953.60 277,159.14 620.00 275,166.00 06/27/2506/26/25Aa3AA- 300,000.00 09247XAQ4 4.31

NOVARTIS CAPITAL CORP (CALLABLE)
DTD 11/05/2025 4.100% 11/05/2030
562,159.92 558,344.25 1,658.22 558,320.00 11/05/2511/03/25Aa3AA- 560,000.00 66989HAY4 4.17 79,262.63 8,811,462.95 8,714,005.97 4.31 8,680,871.79 8,744,000.00 Security Type Sub-Total Certificate of Deposit

COOPERAT RABOBANK UA/NY
DTD 07/20/2023 5.080% 07/17/2026
363,427.92 360,000.00 6,807.20 360,000.00 07/20/2307/17/23P-1A-1 360,000.00 21684LGS5 5.08 6,807.20 363,427.92 360,000.00 5.08 360,000.00 360,000.00 Security Type Sub-Total Bank Note

WELLS FARGO BANK NA (CALLABLE)
DTD 08/09/2023 5.450% 08/07/2026
559,832.94 554,824.37 9,578.38 554,239.65 08/22/2308/18/23Aa2A+ 555,000.00 94988J6D4 5.50

MORGAN STANLEY BANK NA (CALLABLE)
DTD 05/30/2024 5.504% 05/26/2028
377,622.74 370,375.95 282.84 370,780.70 05/31/2405/30/24Aa3A+ 370,000.00 61690U8B9 5.45 9,861.22 937,455.68 925,200.32 5.48 925,020.35 925,000.00 Security Type Sub-Total Asset-Backed Security
HAROT 2023-3 A3
DTD 08/22/2023 5.410% 02/18/2028
138,938.05 137,901.79 269.43 137,887.38 08/22/2308/15/23NRAAA 137,915.82 43815QAC1 5.42 TAOT 2023-C A3
DTD 08/15/2023 5.160% 04/17/2028
51,288.69 50,984.84 116.94 50,979.17 08/15/2308/08/23NRAAA 50,990.70 89231FAD2 5.17 TAOT 2023-D A3
DTD 11/14/2023 5.540% 08/15/2028
66,456.76 65,772.76 161.96 65,769.80 11/14/2311/07/23NRAAA 65,776.89 89239FAD4 5.54 FITAT 2023-1 A3
DTD 08/23/2023 5.530% 08/15/2028
171,187.93 169,797.63 417.34 169,792.82 08/23/2308/15/23AaaAAA 169,803.35 31680EAD3 5.53 Account 20240100 Page 12PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
47 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
Asset-Backed Security
CHAIT 2023-A1 A
DTD 09/15/2023 5.160% 09/15/2028
302,900.40 299,951.01 688.00 299,916.84 09/15/2309/07/23NRAAA 300,000.00 161571HT4 5.17 AMXCA 2023-3 A
DTD 09/19/2023 5.230% 09/15/2028
313,305.53 309,991.97 720.58 309,986.14 09/19/2309/12/23NRAAA 310,000.00 02582JKD1 5.23 HART 2023-C A3
DTD 11/13/2023 5.540% 10/16/2028
88,503.90 87,674.13 215.89 87,669.57 11/13/2311/03/23NRAAA 87,681.10 44918CAD4 5.54 BACCT 2023-A2 A2
DTD 12/14/2023 4.980% 11/15/2028
136,398.20 134,988.89 298.80 134,981.87 12/14/2312/07/23AaaNR 135,000.00 05522RDH8 4.98 GMCAR 2024-1 A3
DTD 01/17/2024 4.850% 12/18/2028
31,131.66 30,957.50 62.57 30,955.30 01/17/2401/09/24AaaNR 30,961.52 36268GAD7 4.85 CHAIT 2024-A1 A
DTD 01/31/2024 4.600% 01/15/2029
332,819.85 329,967.43 674.67 329,949.74 01/31/2401/24/24NRAAA 330,000.00 161571HV9 4.60 HAROT 2025-1 A3
DTD 02/11/2025 4.570% 09/21/2029
288,024.42 284,993.04 361.79 284,991.22 02/11/2502/04/25NRAAA 285,000.00 43814VAC1 4.57 HART 2025-A A3
DTD 03/12/2025 4.320% 10/15/2029
246,646.65 244,969.48 470.40 244,963.86 03/12/2503/04/25NRAAA 245,000.00 44935CAD3 4.32 TAOT 2025-B A3
DTD 04/30/2025 4.340% 11/15/2029
151,200.45 149,992.92 289.33 149,991.41 04/30/2504/24/25NRAAA 150,000.00 89231HAD8 4.34 HART 2025-B A3
DTD 06/11/2025 4.360% 12/17/2029
95,866.59 94,992.26 184.09 94,991.42 06/11/2506/03/25NRAAA 95,000.00 44935XAD7 4.36 USAOT 2025-A A3
DTD 10/09/2025 3.950% 12/17/2029
95,222.49 94,992.20 166.78 94,991.66 10/09/2510/02/25AaaAAA 95,000.00 90327HAC3 3.95 HAROT 2025-3 A3
DTD 08/12/2025 4.040% 02/21/2030
231,223.60 229,995.54 258.11 229,995.19 08/12/2508/05/25AaaAAA 230,000.00 43813QAD1 4.04 ALLYA 2025-1 A3
DTD 10/16/2025 3.960% 03/15/2030
80,085.84 79,988.97 140.80 79,988.58 10/16/2510/07/25NRAAA 80,000.00 02008KAC7 3.96 TAOT 2025-C A3
DTD 07/30/2025 4.110% 03/15/2030
166,001.22 164,983.81 301.40 164,982.61 07/30/2507/22/25AaaAAA 165,000.00 89238VAD0 4.11 Account 20240100 Page 13PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
48 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Dated Date/Coupon/Maturity CUSIP Rating Rating Date Date Cost at Cost Interest Cost Value Security Type/Description S&P Moody's Original YTM Accrued Amortized MarketTrade Settle Par
Asset-Backed Security
HART 2025-C A3
DTD 09/17/2025 3.880% 04/15/2030
200,219.80 199,969.48 344.89 199,967.36 09/17/2509/09/25NRAAA 200,000.00 44935JAD8 3.88 GMCAR 2025-2 A3
DTD 05/14/2025 4.280% 04/16/2030
65,504.66 64,991.46 115.92 64,990.43 05/14/2505/06/25AaaAAA 65,000.00 362549AD9 4.28 BACCT 2025-A1 A
DTD 06/12/2025 4.310% 05/15/2030
187,286.23 185,000.00 354.38 184,999.30 06/12/2506/05/25NRAAA 185,000.00 05522RDK1 4.31 HAROT 2025-4 A3
DTD 11/12/2025 3.980% 06/17/2030
180,716.04 179,965.63 378.10 179,965.15 11/12/2511/05/25NRAAA 180,000.00 43814XAD5 3.98 TAOT 2025-D A3
DTD 10/23/2025 3.840% 06/17/2030
210,063.00 209,976.39 358.40 209,975.85 10/23/2510/15/25NRAAA 210,000.00 89231GAD0 3.84 CCCIT 2025-A1 A
DTD 06/26/2025 4.300% 06/21/2030
405,015.60 399,900.05 7,405.56 399,891.48 06/26/2506/18/25AaaAAA 400,000.00 17305EHA6 4.31 COPAR 2025-1 A3
DTD 11/05/2025 3.850% 07/15/2030
95,299.82 94,980.32 264.15 94,979.88 11/05/2510/28/25NRAAA 95,000.00 14043YAD7 3.85 AMXCA 2025-4 A
DTD 07/22/2025 4.300% 07/15/2030
228,035.25 224,969.87 430.00 224,967.58 07/22/2507/15/25NRAAA 225,000.00 02582JKV1 4.30 CHAIT 2025-A1 A
DTD 07/25/2025 4.160% 07/15/2030
323,334.08 319,994.63 591.64 319,993.57 07/25/2507/18/25NRAAA 320,000.00 161571HZ0 4.16 HART 2025-D A3
DTD 11/12/2025 3.990% 09/16/2030
185,743.15 184,984.69 389.58 184,984.35 11/12/2511/05/25NRAAA 185,000.00 44891XAD9 3.99 COMET 2025-A1 A
DTD 09/16/2025 3.820% 09/16/2030
250,393.00 249,955.19 424.44 249,952.60 09/16/2509/09/25NRAAA 250,000.00 14041NGF2 3.82 CHAOT 2025-2A A3
DTD 10/29/2025 3.860% 10/25/2030
129,940.20 129,995.36 83.63 129,994.85 10/29/2510/17/25AaaNR 130,000.00 16144MAD6 3.86 16,939.57 5,448,753.06 5,407,579.24 4.44 5,407,446.98 5,408,129.39 Security Type Sub-Total 41,301,411.84 40,820,656.99 4.24 267,782.50 41,125,291.43 41,623,402.18 Managed Account Sub-Total Account 20240100 Page 14PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
49 For the Month Ending November 30, 2025Managed Account Detail of Securities Held CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
$41,301,411.84 $40,820,656.99 $267,782.50 $41,125,291.43 $41,623,402.18 4.24% $41,891,184.68
$267,782.50
Total Investments
Accrued Interest
Securities Sub-Total
Account 20240100 Page 15PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
50 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
U.S. Treasury Bond / Note
(651.97) 10,314.84 147,787.50 98.53 Citigrou 150,000.00 91282CCF6US TREASURY N/B DTD 06/01/2021 0.750% 05/31/2026

4.18 0.50
(4,590.51) 31,901.49 552,120.83 97.72 RBC Capi 565,000.00 91282CCZ2US TREASURY N/B DTD 09/30/2021 0.875% 09/30/2026

3.64 0.83
(6,727.53) 7,588.03 738,193.50 98.43 JPMorgan 750,000.00 912828V98US TREASURY N/B DTD 02/15/2017 2.250% 02/15/2027

3.58 1.18
(2,241.44) 14,171.08 210,796.08 95.82 Nomura 220,000.00 912828ZN3US TREASURY N/B DTD 04/30/2020 0.500% 04/30/2027

3.55 1.40
1,094.29 657.45 167,152.76 101.30 BNP Sec 165,000.00 91282CKZ3US TREASURY N/B DTD 07/15/2024 4.375% 07/15/2027

3.53 1.54
(3,436.21) 32,279.17 1,027,769.40 97.88 HSBC 1,050,000.00 9128282R0US TREASURY N/B DTD 08/15/2017 2.250% 08/15/2027

3.52 1.66
2,023.80 2,658.01 156,646.88 101.06 BOFAML 155,000.00 91282CFM8US TREASURY N/B DTD 09/30/2022 4.125% 09/30/2027

3.50 1.75
2,223.95 (994.56) 384,289.82 101.13 Nomura 380,000.00 91282CFU0US TREASURY N/B DTD 10/31/2022 4.125% 10/31/2027

3.49 1.84
2,750.66 70,715.29 717,932.48 94.46 WellsFar 760,000.00 91282CAU5US TREASURY N/B DTD 11/02/2020 0.500% 10/31/2027

3.50 1.89
2,983.86 1,661.97 579,042.83 100.70 Citigrou 575,000.00 91282CFZ9US TREASURY N/B DTD 11/30/2022 3.875% 11/30/2027

3.49 1.88
1,856.21 (954.72) 523,920.28 100.75 WellsFar 520,000.00 91282CGC9US TREASURY N/B DTD 01/03/2023 3.875% 12/31/2027

3.48 1.96
(294.57) 14,352.52 212,220.68 94.32 GoldmanS 225,000.00 91282CBJ9US TREASURY N/B DTD 02/01/2021 0.750% 01/31/2028

3.48 2.12

84.29 21,374.97 268,812.86 94.32 Nomura 285,000.00 91282CBJ9US TREASURY N/B DTD 02/01/2021 0.750% 01/31/2028

3.48 2.12
1,577.93 2,187.48 101,078.10 101.08 TD Secur 100,000.00 91282CGP0US TREASURY N/B DTD 02/28/2023 4.000% 02/29/2028

3.48 2.12
(687.57) 18,492.53 346,892.72 95.04 BNPPSA 365,000.00 91282CBS9US TREASURY N/B DTD 03/31/2021 1.250% 03/31/2028

3.47 2.27

92.93 185.93 40,006.24 100.02 BOFAML 40,000.00 91282CHA2US TREASURY N/B DTD 05/01/2023 3.500% 04/30/2028

3.47 2.30
11,902.02 11,676.13 367,452.69 103.51 WellsFar 355,000.00 91282CKP5US TREASURY N/B DTD 04/30/2024 4.625% 04/30/2029

3.50 3.14
Account 20240100 Page 16PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
51 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
U.S. Treasury Bond / Note
4,144.40 3,731.89 170,227.20 103.17 JPMorgan 165,000.00 91282CKT7US TREASURY N/B DTD 05/31/2024 4.500% 05/31/2029

3.50 3.16
20,291.53 18,485.01 815,027.20 103.17 JPMorgan 790,000.00 91282CKT7US TREASURY N/B DTD 05/31/2024 4.500% 05/31/2029

3.50 3.16
3,870.74 3,847.83 168,938.06 102.39 Citigrou 165,000.00 91282CKX8US TREASURY N/B DTD 07/01/2024 4.250% 06/30/2029

3.51 3.26
10,833.01 11,498.96 383,950.13 102.39 HSBC 375,000.00 91282CKX8US TREASURY N/B DTD 07/01/2024 4.250% 06/30/2029

3.51 3.26
412.64 343.76 40,621.88 101.55 Citigrou 40,000.00 91282CLC3US TREASURY N/B DTD 07/31/2024 4.000% 07/31/2029

3.51 3.35
1,074.90 553.38 1,092,810.02 100.26 Citigrou 1,090,000.00 91282CLK5US TREASURY N/B DTD 09/03/2024 3.625% 08/31/2029

3.52 3.46
196.58 507.78 499,082.00 99.82 TD Secur 500,000.00 91282CLN9US TREASURY N/B DTD 09/30/2024 3.500% 09/30/2029

3.52 3.55
7,173.54 7,562.13 275,558.22 102.06 TD Secur 270,000.00 91282CLR0US TREASURY N/B DTD 10/31/2024 4.125% 10/31/2029

3.53 3.60
6,766.91 6,914.08 306,175.80 102.06 HSBC 300,000.00 91282CLR0US TREASURY N/B DTD 10/31/2024 4.125% 10/31/2029

3.53 3.60
5,719.04 5,623.33 301,153.41 102.09 WellsFar 295,000.00 91282CMA6US TREASURY N/B DTD 12/02/2024 4.125% 11/30/2029

3.53 3.60
27,350.34 27,660.71 870,779.26 103.05 BNP Sec 845,000.00 91282CMD0US TREASURY N/B DTD 12/31/2024 4.375% 12/31/2029

3.54 3.67
21,230.65 21,636.86 743,946.43 102.61 BNP Sec 725,000.00 91282CMG3US TREASURY N/B DTD 01/31/2025 4.250% 01/31/2030

3.54 3.76
19,312.80 18,941.81 1,321,684.00 101.67 Nomura 1,300,000.00 91282CGQ8US TREASURY N/B DTD 02/28/2023 4.000% 02/28/2030

3.54 3.86
11,227.43 10,676.29 920,201.29 101.68 BNP Sec 905,000.00 91282CMU2US TREASURY N/B DTD 03/31/2025 4.000% 03/31/2030

3.55 3.94
13,458.09 14,258.89 790,335.65 100.68 HSBC 785,000.00 91282CHF1US TREASURY N/B DTD 05/31/2023 3.750% 05/31/2030

3.55 4.05
2,647.76 2,582.72 288,439.95 101.21 Citigrou 285,000.00 91282CNK3US TREASURY N/B DTD 06/30/2025 3.875% 06/30/2030

3.55 4.12
7,180.55 7,467.63 1,181,198.88 100.10 Nomura 1,180,000.00 91282CNX5US TREASURY N/B DTD 09/02/2025 3.625% 08/31/2030

3.57 4.31
Account 20240100 Page 17PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
52 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
U.S. Treasury Bond / Note
413.02 418.79 80,075.04 100.09 JPMorgan 80,000.00 91282CPA3US TREASURY N/B DTD 09/30/2025 3.625% 09/30/2030

3.57 4.39
3,295.75 3,375.45 900,844.20 100.09 Citigrou 900,000.00 91282CPA3US TREASURY N/B DTD 09/30/2025 3.625% 09/30/2030

3.57 4.39
404,354.91 3.54 174,559.82 17,693,164.27 17,655,000.00 Security Type Sub-Total 3.03 Federal Agency Commercial Mortgage-Backed Security

36.24 5,638.59 250,891.26 99.15 Citigrou 253,041.61 3137BTUM1FHMS K061 A2 DTD 01/01/2017 3.347% 11/01/2026

4.08 0.89
4,838.09 18,874.34 386,754.03 99.17 MorganSt 390,000.00 3137BXQY1FHMS K064 A2 DTD 05/01/2017 3.224% 03/01/2027

3.80 1.12
2,911.75 10,709.26 218,136.60 99.15 MorganSt 220,000.00 3137F1G44FHMS K065 A2 DTD 07/01/2017 3.243% 04/01/2027

3.76 1.27
5,438.19 18,686.15 341,315.06 98.93 CantorFi 345,000.00 3137F2LJ3FHMS K066 A2 DTD 08/01/2017 3.117% 06/01/2027

3.77 1.36
8,779.39 10,991.58 329,884.93 101.82 BOFAML 323,977.53 3137HAMR4FHMS K507 A1 DTD 09/01/2023 4.800% 04/01/2028

3.74 1.97
4,443.45 5,664.97 188,337.19 101.56 WellsFar 185,445.54 3137HAMG8FHMS K506 A1 DTD 09/01/2023 4.650% 05/01/2028

3.77 2.05
2,561.85 2,565.37 296,210.00 100.87 JPMorgan 293,652.00 3137HAD45FHMS KJ46 A1 DTD 07/01/2023 4.777% 06/01/2028

4.02 1.49
5,812.06 4,088.16 367,683.84 102.13 JPMorgan 360,000.00 3137HACX2FHMS K505 A2 DTD 07/01/2023 4.819% 06/01/2028

3.78 2.29
4,887.07 7,728.82 359,655.73 100.46 JPMorgan 357,996.06 3136BQDE6FNA 2023-M6 A2 DTD 07/01/2023 4.190% 07/01/2028

3.89 2.42
1,538.03 1,538.29 106,403.93 101.47 JPMorgan 104,866.17 3137HAMN3FHMS KJ47 A1 DTD 09/01/2023 5.272% 08/01/2028

4.01 1.38
10,097.76 12,403.87 381,856.50 101.83 WellsFar 375,000.00 3137HAMH6FHMS K506 A2 DTD 09/01/2023 4.650% 08/01/2028

3.80 2.43
12,856.63 16,223.34 387,887.66 102.08 BMO 380,000.00 3137HAQ74FHMS K508 A2 DTD 10/01/2023 4.740% 08/01/2028

3.80 2.46
12,566.53 16,031.81 291,945.16 102.44 MorganSt 285,000.00 3137HAST4FHMS K509 A2 DTD 10/01/2023 4.850% 09/01/2028

3.80 2.54
Account 20240100 Page 18PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
53 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
Federal Agency Commercial Mortgage-Backed Security
11,514.00 13,258.58 378,835.97 102.39 BOFAML 370,000.00 3137HAMS2FHMS K507 A2 DTD 09/01/2023 4.800% 09/01/2028

3.75 2.49
4,592.20 4,751.50 149,332.31 102.99 JPMorgan 145,000.00 3137HB3D4FHMS K510 A2 DTD 11/01/2023 5.069% 10/01/2028

3.82 2.57
5,927.96 6,154.89 215,551.56 102.64 BOFAML 210,000.00 3137HB3G7FHMS K511 A2 DTD 12/01/2023 4.860% 10/01/2028

3.76 2.61
4,443.08 3,795.06 195,569.28 102.93 JPMorgan 190,000.00 3137HBCF9FHMS K512 A2 DTD 12/01/2023 5.000% 11/01/2028

3.80 2.62
3,567.49 2,812.63 219,960.27 102.31 BMO 215,000.00 3137HBFY5FHMS K513 A2 DTD 01/01/2024 4.724% 12/01/2028

3.80 2.74
2,630.01 1,869.56 224,069.34 101.85 JPMorgan 220,000.00 3137HBLV4FHMS K514 A2 DTD 02/01/2024 4.572% 12/01/2028

3.80 2.69
7,187.54 3,917.83 348,963.14 104.17 BOFAML 335,000.00 3137HC2C5FHMS K517 A2 DTD 03/01/2024 5.355% 01/01/2029

3.82 2.84
8,825.75 5,468.63 390,571.13 104.15 WellsFar 375,000.00 3137HBPD0FHMS K515 A2 DTD 02/01/2024 5.400% 01/01/2029

3.82 2.74
9,047.70 5,366.62 391,615.50 104.43 MorganSt 375,000.00 3137HBPM0FHMS K516 A2 DTD 03/01/2024 5.477% 01/01/2029

3.82 2.78
6,616.57 6,136.00 328,101.12 102.53 PIER 320,000.00 3137HDV56FHMS K524 A2 DTD 07/01/2024 4.720% 05/01/2029

3.84 3.13
9,847.86 9,848.95 375,151.40 102.70 MorganSt 365,303.54 3137HDJJ0FHMS K522 A2 DTD 06/01/2024 4.803% 05/01/2029

3.83 3.00
4,685.02 3,897.60 357,171.50 102.05 BMO 350,000.00 3137HDXL9FHMS K526 A2 DTD 08/01/2024 4.543% 07/01/2029

3.85 3.28
2,821.59 1,967.79 211,065.13 102.96 MorganSt 205,000.00 3137HH6C0FHMS K529 A2 DTD 10/01/2024 4.791% 09/01/2029

3.86 3.39
10,183.44 9,813.20 411,896.00 102.97 JPMorgan 400,000.00 3137HHJL6FHMS K530 A2 DTD 11/01/2024 4.792% 09/01/2029

3.86 3.41
579.60 426.40 264,322.76 101.66 BMO 260,000.00 3137HN4R6FHMS K546 A2 DTD 09/01/2025 4.361% 05/01/2030

3.88 3.94
210,629.79 3.83 169,236.85 8,369,138.30 8,209,282.45 Security Type Sub-Total 2.46 Corporate Note
Account 20240100 Page 19PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
54 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
Corporate Note
(5,432.04)(9,794.29) 460,362.56 99.00 05/08/26Citigrou 465,000.00 594918BR4MICROSOFT CORP (CALLABLE) DTD 08/08/2016 2.400% 08/08/2026

3.84 0.68
1,789.57 920.15 277,050.40 100.75 TD Secur 275,000.00 69371RS56PACCAR FINANCIAL CORP DTD 08/10/2023 5.050% 08/10/2026

3.94 0.68
3,470.42 5,356.20 302,830.20 100.94 07/17/26Citigrou 300,000.00 06428CAA2BANK OF AMERICA NA (CALLABLE) DTD 08/18/2023 5.526% 08/18/2026

4.16 0.61
(989.48)(923.65) 48,991.35 97.98 12/15/26Citigrou 50,000.00 87612EBM7TARGET CORP (CALLABLE) DTD 01/24/2022 1.950% 01/15/2027

3.78 1.10
(4,708.20)(4,597.31) 230,259.34 97.98 12/15/26Barclays 235,000.00 87612EBM7TARGET CORP (CALLABLE) DTD 01/24/2022 1.950% 01/15/2027

3.78 1.10
(7,820.53)(8,778.76) 372,444.84 98.01 12/24/26JPMorgan 380,000.00 06406RBA4BANK OF NY MELLON CORP (CALLABLE) DTD 01/26/2022 2.050% 01/26/2027

3.83 1.11
1,565.54 23,631.60 392,871.60 98.22 12/01/26CSFirstB 400,000.00 00724PAC3ADOBE INC (CALLABLE) DTD 02/03/2020 2.150% 02/01/2027

3.72 1.12
1,212.49 (98.00) 402,418.00 100.60 05/21/26WellsFar 400,000.00 38151LAG5GOLDMAN SACHS BANK USA (CALLABLE) DTD 05/21/2024 5.414% 05/21/2027

4.54 0.47
1,999.77 15,513.81 383,513.91 98.34 06/14/27Citigrou 390,000.00 437076BT8HOME DEPOT INC (CALLABLE) DTD 09/14/2017 2.800% 09/14/2027

3.80 1.68
2,877.93 5,330.64 238,500.24 99.38 02/07/27Citigrou 240,000.00 06406RAB3BANK OF NY MELLON CORP (CALLABLE) DTD 02/07/2017 3.442% 02/07/2028

4.50 1.14
648.26 (138.82) 225,055.38 102.30 02/22/28JPMorgan 220,000.00 49177JAF9KENVUE INC (CALLABLE) DTD 10/17/2023 5.050% 03/22/2028

3.97 2.10
2,324.21 1,858.64 142,792.44 101.99 04/22/27JANE 140,000.00 46647PEE2JPMORGAN CHASE & CO (CALLABLE) DTD 04/22/2024 5.571% 04/22/2028

4.42 1.34
3,917.33 3,386.32 564,411.12 100.79 04/10/28JPMorgan 560,000.00 037833ET3APPLE INC (CALLABLE) DTD 05/10/2023 4.000% 05/10/2028

3.66 2.26
3,535.57 3,624.25 128,438.00 102.75 Citigrou 125,000.00 24422EXB0JOHN DEERE CAPITAL CORP DTD 07/14/2023 4.950% 07/14/2028

3.83 2.40
3,056.66 2,088.60 154,125.60 102.75 SGSA 150,000.00 24422EXB0JOHN DEERE CAPITAL CORP DTD 07/14/2023 4.950% 07/14/2028

3.83 2.40
1,040.07 1,054.78 155,881.18 100.57 07/25/28MUFG 155,000.00 63743HFZ0NATIONAL RURAL UTIL COOP (CALLABLE) DTD 08/25/2025 4.150% 08/25/2028

3.92 2.50
18,113.13 18,113.13 383,113.13 104.96 08/29/28Citigrou 365,000.00 17325FBB3CITIBANK NA (CALLABLE) DTD 09/29/2023 5.803% 09/29/2028

3.93 2.52
Account 20240100 Page 20PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
55 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
Corporate Note
15,290.25 12,568.28 435,594.38 104.96 08/29/28Citigrou 415,000.00 17325FBB3CITIBANK NA (CALLABLE) DTD 09/29/2023 5.803% 09/29/2028

3.93 2.52
340.78 341.75 50,298.75 100.60 10/15/28HSBC 50,000.00 02079KAV9ALPHABET INC (CALLABLE) DTD 11/06/2025 3.875% 11/15/2028

3.66 2.72
2,880.13 2,169.99 290,327.79 101.87 01/24/28Citigrou 285,000.00 06051GMK2BANK OF AMERICA CORP (CALLABLE) DTD 01/24/2025 4.979% 01/24/2029

4.32 2.00
237.51 187.72 133,600.22 102.77 01/26/29Citigrou 130,000.00 17275RBR2CISCO SYSTEMS INC (CALLABLE) DTD 02/26/2024 4.850% 02/26/2029

3.93 2.90
1,864.03 1,295.26 233,382.33 102.81 01/26/29JPMorgan 227,000.00 04636NAL7ASTRAZENECA FINANCE LLC (CALLABLE) DTD 02/26/2024 4.850% 02/26/2029

3.91 2.90
898.27 918.44 35,855.09 102.44 02/14/29Citigrou 35,000.00 09290DAA9BLACKROCK FUNDING INC (CALLABLE) DTD 03/14/2024 4.700% 03/14/2029

3.90 2.95
7,657.29 8,052.67 283,767.39 102.44 02/14/29GoldmanS 277,000.00 09290DAA9BLACKROCK FUNDING INC (CALLABLE) DTD 03/14/2024 4.700% 03/14/2029

3.90 2.95
8,985.64 15,475.20 291,070.20 97.02 03/01/29Citigrou 300,000.00 57636QAM6MASTERCARD INC (CALLABLE) DTD 05/31/2019 2.950% 06/01/2029

3.84 3.19
4,403.03 4,476.08 189,189.33 102.26 06/17/29Citigrou 185,000.00 713448FX1PEPSICO INC (CALLABLE) DTD 07/17/2024 4.500% 07/17/2029

3.80 3.24
1,012.84 1,037.30 50,935.80 101.87 MIZU 50,000.00 89236TMK8TOYOTA MOTOR CREDIT CORP DTD 08/09/2024 4.550% 08/09/2029

3.97 3.34
2,252.36 2,284.59 117,152.34 101.87 MorganSt 115,000.00 89236TMK8TOYOTA MOTOR CREDIT CORP DTD 08/09/2024 4.550% 08/09/2029

3.97 3.34
2,838.53 2,967.38 132,433.08 101.87 LoopCapM 130,000.00 89236TMK8TOYOTA MOTOR CREDIT CORP DTD 08/09/2024 4.550% 08/09/2029

3.97 3.34
870.09 904.41 65,762.06 101.17 07/14/29MorganSt 65,000.00 532457CQ9ELI LILLY & CO (CALLABLE) DTD 08/14/2024 4.200% 08/14/2029

3.83 3.34
2,440.99 2,360.72 232,696.52 101.17 07/14/29JPMorgan 230,000.00 532457CQ9ELI LILLY & CO (CALLABLE) DTD 08/14/2024 4.200% 08/14/2029

3.83 3.34
2,407.37 2,429.91 92,278.71 102.53 01/07/30MorganSt 90,000.00 713448GB8PEPSICO INC (CALLABLE) DTD 02/07/2025 4.600% 02/07/2030

3.91 3.71
8,867.04 6,946.65 470,946.15 104.65 04/22/29BOFAML 450,000.00 46647PEG7JPMORGAN CHASE & CO (CALLABLE) DTD 04/22/2024 5.581% 04/22/2030

4.29 3.07
3,794.46 5,787.60 280,953.60 93.65 01/30/30FTNF 300,000.00 09247XAQ4BLACKROCK INC (CALLABLE) DTD 01/27/2020 2.400% 04/30/2030

3.98 4.09
Account 20240100 Page 21PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
56 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
Corporate Note
3,815.67 3,839.92 562,159.92 100.39 10/05/30JPMorgan 560,000.00 66989HAY4NOVARTIS CAPITAL CORP (CALLABLE) DTD 11/05/2025 4.100% 11/05/2030

3.99 4.40
130,591.16 3.97 97,456.98 8,811,462.95 8,744,000.00 Security Type Sub-Total 2.23 Certificate of Deposit
3,427.92 3,427.92 363,427.92 100.95 RABO UA 360,000.00 21684LGS5COOPERAT RABOBANK UA/NY DTD 07/20/2023 5.080% 07/17/2026

3.52 0.61
3,427.92 3.52 3,427.92 363,427.92 360,000.00 Security Type Sub-Total 0.61 Bank Note
5,008.57 5,593.29 559,832.94 100.87 07/07/26JPMorgan 555,000.00 94988J6D4WELLS FARGO BANK NA (CALLABLE) DTD 08/09/2023 5.450% 08/07/2026

4.14 0.59
7,246.79 6,842.04 377,622.74 102.06 05/26/27MorganSt 370,000.00 61690U8B9MORGAN STANLEY BANK NA (CALLABLE) DTD 05/30/2024 5.504% 05/26/2028

4.36 1.43
12,435.33 4.23 12,255.36 937,455.68 925,000.00 Security Type Sub-Total 0.93 Asset-Backed Security
1,036.26 1,050.67 138,938.05 100.74 BOFAML 137,915.82 43815QAC1HAROT 2023-3 A3 DTD 08/22/2023 5.410% 02/18/2028

4.14 0.56
303.85 309.52 51,288.69 100.58 BNPPSA 50,990.70 89231FAD2TAOT 2023-C A3 DTD 08/15/2023 5.160% 04/17/2028

4.19 0.57
684.00 686.96 66,456.76 101.03 JPMorgan 65,776.89 89239FAD4TAOT 2023-D A3 DTD 11/14/2023 5.540% 08/15/2028

4.22 0.75
1,390.30 1,395.11 171,187.93 100.82 JPMorgan 169,803.35 31680EAD3FITAT 2023-1 A3 DTD 08/23/2023 5.530% 08/15/2028

4.30 0.63
2,949.39 2,983.56 302,900.40 100.97 JPMorgan 300,000.00 161571HT4CHAIT 2023-A1 A DTD 09/15/2023 5.160% 09/15/2028

3.95 0.77
3,313.56 3,319.39 313,305.53 101.07 Citigrou 310,000.00 02582JKD1AMXCA 2023-3 A DTD 09/19/2023 5.230% 09/15/2028

3.89 0.77
829.77 834.33 88,503.90 100.94 BNPPSA 87,681.10 44918CAD4HART 2023-C A3 DTD 11/13/2023 5.540% 10/16/2028

4.26 0.70
Account 20240100 Page 22PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
57 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
Asset-Backed Security
1,409.31 1,416.33 136,398.20 101.04 BOFAML 135,000.00 05522RDH8BACCT 2023-A2 A2 DTD 12/14/2023 4.980% 11/15/2028

3.91 0.92
174.16 176.36 31,131.66 100.55 Barclays 30,961.52 36268GAD7GMCAR 2024-1 A3 DTD 01/17/2024 4.850% 12/18/2028

4.15 0.73
2,852.42 2,870.11 332,819.85 100.85 JPMorgan 330,000.00 161571HV9CHAIT 2024-A1 A DTD 01/31/2024 4.600% 01/15/2029

3.85 1.08
3,031.38 3,033.20 288,024.42 101.06 MUFG 285,000.00 43814VAC1HAROT 2025-1 A3 DTD 02/11/2025 4.570% 09/21/2029

3.88 1.45
1,677.17 1,682.79 246,646.65 100.67 Barclays 245,000.00 44935CAD3HART 2025-A A3 DTD 03/12/2025 4.320% 10/15/2029

3.91 1.53
1,207.53 1,209.04 151,200.45 100.80 Barclays 150,000.00 89231HAD8TAOT 2025-B A3 DTD 04/30/2025 4.340% 11/15/2029

3.88 1.65
874.33 875.17 95,866.59 100.91 JPMorgan 95,000.00 44935XAD7HART 2025-B A3 DTD 06/11/2025 4.360% 12/17/2029

3.88 1.80
230.29 230.83 95,222.49 100.23 JPMorgan 95,000.00 90327HAC3USAOT 2025-A A3 DTD 10/09/2025 3.950% 12/17/2029

3.84 1.91
1,228.06 1,228.41 231,223.60 100.53 Barclays 230,000.00 43813QAD1HAROT 2025-3 A3 DTD 08/12/2025 4.040% 02/21/2030

3.80 2.03

96.87 97.26 80,085.84 100.11 Barclays 80,000.00 02008KAC7ALLYA 2025-1 A3 DTD 10/16/2025 3.960% 03/15/2030

3.94 1.88
1,017.41 1,018.61 166,001.22 100.61 RBC Capi 165,000.00 89238VAD0TAOT 2025-C A3 DTD 07/30/2025 4.110% 03/15/2030

3.83 2.04
250.32 252.44 200,219.80 100.11 Citigrou 200,000.00 44935JAD8HART 2025-C A3 DTD 09/17/2025 3.880% 04/15/2030

3.84 2.06
513.20 514.23 65,504.66 100.78 TD Secur 65,000.00 362549AD9GMCAR 2025-2 A3 DTD 05/14/2025 4.280% 04/16/2030

3.87 1.77
2,286.23 2,286.93 187,286.23 101.24 BOFAML 185,000.00 05522RDK1BACCT 2025-A1 A DTD 06/12/2025 4.310% 05/15/2030

3.81 2.29
750.41 750.89 180,716.04 100.40 BOFAML 180,000.00 43814XAD5HAROT 2025-4 A3 DTD 11/12/2025 3.980% 06/17/2030

3.81 2.15

86.61 87.15 210,063.00 100.03 JPMorgan 210,000.00 89231GAD0TAOT 2025-D A3 DTD 10/23/2025 3.840% 06/17/2030

3.84 2.21
5,115.55 5,124.12 405,015.60 101.25 Citigrou 400,000.00 17305EHA6CCCIT 2025-A1 A DTD 06/26/2025 4.300% 06/21/2030

3.78 2.36
Account 20240100 Page 23PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
58 For the Month Ending November 30, 2025Managed Account Fair Market Value & Analytics CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Value On Cost Amort CostCUSIP Broker Date PriceDated Date/Coupon/Maturity Par at Mkt Market Unreal G/L Unreal G/LNext Call MarketSecurity Type/Description YTMEffective Duration
Asset-Backed Security
319.50 319.94 95,299.82 100.32 JPMorgan 95,000.00 14043YAD7COPAR 2025-1 A3 DTD 11/05/2025 3.850% 07/15/2030

3.74 2.26
3,065.38 3,067.67 228,035.25 101.35 Barclays 225,000.00 02582JKV1AMXCA 2025-4 A DTD 07/22/2025 4.300% 07/15/2030

3.79 2.44
3,339.45 3,340.51 323,334.08 101.04 JPMorgan 320,000.00 161571HZ0CHAIT 2025-A1 A DTD 07/25/2025 4.160% 07/15/2030

3.77 2.44
758.46 758.80 185,743.15 100.40 BNP Sec 185,000.00 44891XAD9HART 2025-D A3 DTD 11/12/2025 3.990% 09/16/2030

3.83 2.24
437.81 440.40 250,393.00 100.16 WellsFar 250,000.00 14041NGF2COMET 2025-A1 A DTD 09/16/2025 3.820% 09/16/2030

3.79 2.60
(55.16)(54.65) 129,940.20 99.95 JPMorgan 130,000.00 16144MAD6CHAOT 2025-2A A3 DTD 10/29/2025 3.860% 10/25/2030

3.91 2.12
41,306.08 3.88 41,173.82 5,448,753.06 5,408,129.39 Security Type Sub-Total 1.71 41,301,411.84 41,623,402.18 802,745.19 498,110.75 3.75 Managed Account Sub-Total 2.51 Total Investments $41,891,184.68
$267,782.50
$41,623,402.18
Accrued Interest
Securities Sub-Total $41,301,411.84 $802,745.19 $498,110.75 3.75% 2.51 Account 20240100 Page 24PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
59 For the Month Ending November 30, 2025Managed Account Security Transactions & Interest CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Transaction Type
Trade CUSIPSecurity DescriptionSettle Par Proceeds
Principal Accrued
Interest Total Cost
Realized G/L Realized G/L Sale
Amort Cost Method
BUY
11/05/25 COPAR 2025-1 A3
DTD 11/05/2025 3.850% 07/15/2030
14043YAD7 (94,979.88) 0.00 (94,979.88) 95,000.00 10/28/25 11/05/25 NOVARTIS CAPITAL CORP (CALLABLE)
DTD 11/05/2025 4.100% 11/05/2030
66989HAY4 (558,320.00) 0.00 (558,320.00) 560,000.00 11/03/25 11/06/25 ALPHABET INC (CALLABLE)
DTD 11/06/2025 3.875% 11/15/2028
02079KAV9 (49,957.00) 0.00 (49,957.00) 50,000.00 11/03/25 11/12/25 HAROT 2025-4 A3
DTD 11/12/2025 3.980% 06/17/2030
43814XAD5 (179,965.15) 0.00 (179,965.15) 180,000.00 11/05/25 11/12/25 HART 2025-D A3
DTD 11/12/2025 3.990% 09/16/2030
44891XAD9 (184,984.35) 0.00 (184,984.35) 185,000.00 11/05/25 11/13/25 CISCO SYSTEMS INC (CALLABLE)
DTD 02/26/2024 4.850% 02/26/2029
17275RBR2 (133,412.50) (1,348.57) (134,761.07) 130,000.00 11/12/25 (1,348.57) (1,202,967.45)(1,201,618.88) 1,200,000.00 Transaction Type Sub-Total

INTEREST
11/25/25 FHMS K546 A2
DTD 09/01/2025 4.361% 05/01/2030
3137HN4R6 0.00 944.88 944.88 11/01/25
11/25/25 FHMS K529 A2
DTD 10/01/2024 4.791% 09/01/2029
3137HH6C0 0.00 818.46 818.46 11/01/25
11/25/25 FNA 2023-M6 A2
DTD 07/01/2023 4.190% 07/01/2028
3136BQDE6 0.00 1,250.12 1,250.12 11/01/25
11/25/25 FHMS K511 A2
DTD 12/01/2023 4.860% 10/01/2028
3137HB3G7 0.00 850.50 850.50 11/01/25
11/25/25 FHMS K524 A2
DTD 07/01/2024 4.720% 05/01/2029
3137HDV56 0.00 1,258.67 1,258.67 11/01/25
11/25/25 FHMS K522 A2
DTD 06/01/2024 4.803% 05/01/2029
3137HDJJ0 0.00 1,462.27 1,462.27 11/01/25
11/25/25 FHMS K515 A2
DTD 02/01/2024 5.400% 01/01/2029
3137HBPD0 0.00 1,687.50 1,687.50 11/01/25
11/25/25 FHMS K066 A2
DTD 08/01/2017 3.117% 06/01/2027
3137F2LJ3 0.00 896.14 896.14 11/01/25
11/25/25 FHMS K517 A2
DTD 03/01/2024 5.355% 01/01/2029
3137HC2C5 0.00 1,494.94 1,494.94 11/01/25
Account 20240100 Page 25PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
60 For the Month Ending November 30, 2025Managed Account Security Transactions & Interest CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Transaction Type
Trade CUSIPSecurity DescriptionSettle Par Proceeds
Principal Accrued
Interest Total Cost
Realized G/L Realized G/L Sale
Amort Cost Method

INTEREST
11/25/25 FHMS K526 A2
DTD 08/01/2024 4.543% 07/01/2029
3137HDXL9 0.00 1,325.04 1,325.04 11/01/25
11/25/25 FHMS K507 A2
DTD 09/01/2023 4.800% 09/01/2028
3137HAMS2 0.00 1,480.00 1,480.00 11/01/25
11/25/25 FHMS K064 A2
DTD 05/01/2017 3.224% 03/01/2027
3137BXQY1 0.00 1,047.80 1,047.80 11/01/25
11/25/25 FHMS K061 A2
DTD 01/01/2017 3.347% 11/01/2026
3137BTUM1 0.00 707.25 707.25 11/01/25
11/25/25 FHMS K516 A2
DTD 03/01/2024 5.477% 01/01/2029
3137HBPM0 0.00 1,711.56 1,711.56 11/01/25
11/25/25 FHMS K506 A2
DTD 09/01/2023 4.650% 08/01/2028
3137HAMH6 0.00 1,453.13 1,453.13 11/01/25
11/25/25 FHMS K505 A2
DTD 07/01/2023 4.819% 06/01/2028
3137HACX2 0.00 1,445.70 1,445.70 11/01/25
11/25/25 FHMS KJ47 A1
DTD 09/01/2023 5.272% 08/01/2028
3137HAMN3 0.00 462.53 462.53 11/01/25
11/25/25 FHMS K514 A2
DTD 02/01/2024 4.572% 12/01/2028
3137HBLV4 0.00 838.20 838.20 11/01/25
11/25/25 FHMS K512 A2
DTD 12/01/2023 5.000% 11/01/2028
3137HBCF9 0.00 791.67 791.67 11/01/25
11/25/25 FHMS K506 A1
DTD 09/01/2023 4.650% 05/01/2028
3137HAMG8 0.00 719.43 719.43 11/01/25
11/25/25 FHMS K065 A2
DTD 07/01/2017 3.243% 04/01/2027
3137F1G44 0.00 594.55 594.55 11/01/25
11/25/25 FHMS K510 A2
DTD 11/01/2023 5.069% 10/01/2028
3137HB3D4 0.00 612.50 612.50 11/01/25
11/25/25 FHMS K530 A2
DTD 11/01/2024 4.792% 09/01/2029
3137HHJL6 0.00 1,597.33 1,597.33 11/01/25
11/25/25 FHMS K513 A2
DTD 01/01/2024 4.724% 12/01/2028
3137HBFY5 0.00 846.38 846.38 11/01/25
11/25/25 FHMS KJ46 A1
DTD 07/01/2023 4.777% 06/01/2028
3137HAD45 0.00 1,170.32 1,170.32 11/01/25
11/25/25 FHMS K509 A2
DTD 10/01/2023 4.850% 09/01/2028
3137HAST4 0.00 1,151.88 1,151.88 11/01/25
Account 20240100 Page 26PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
61 For the Month Ending November 30, 2025Managed Account Security Transactions & Interest CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Transaction Type
Trade CUSIPSecurity DescriptionSettle Par Proceeds
Principal Accrued
Interest Total Cost
Realized G/L Realized G/L Sale
Amort Cost Method

INTEREST
11/25/25 FHMS K507 A1
DTD 09/01/2023 4.800% 04/01/2028
3137HAMR4 0.00 1,304.46 1,304.46 11/01/25
11/25/25 FHMS K508 A2
DTD 10/01/2023 4.740% 08/01/2028
3137HAQ74 0.00 1,501.00 1,501.00 11/01/25
11/03/25 MONEY MARKET FUND
DTD 01/01/2010 0.000% --
MONEY0002 0.00 494.79 494.79 11/03/25
11/10/25 APPLE INC (CALLABLE)
DTD 05/10/2023 4.000% 05/10/2028
037833ET3 0.00 11,200.00 11,200.00 11/10/25
11/13/25 BRISTOL-MYERS SQUIBB CO
(CALLABLE)
DTD 11/13/2020 0.750% 11/13/2025
110122DN5 0.00 502.50 502.50 11/13/25
11/15/25 FITAT 2023-1 A3
DTD 08/23/2023 5.530% 08/15/2028
31680EAD3 0.00 847.88 847.88 11/15/25
11/15/25 CHAIT 2025-A1 A
DTD 07/25/2025 4.160% 07/15/2030
161571HZ0 0.00 1,109.33 1,109.33 11/15/25
11/15/25 TAOT 2023-D A3
DTD 11/14/2023 5.540% 08/15/2028
89239FAD4 0.00 323.51 323.51 11/15/25
11/15/25 BACCT 2025-A1 A
DTD 06/12/2025 4.310% 05/15/2030
05522RDK1 0.00 664.46 664.46 11/15/25
11/15/25 CHAIT 2024-A1 A
DTD 01/31/2024 4.600% 01/15/2029
161571HV9 0.00 1,265.00 1,265.00 11/15/25
11/15/25 HART 2023-C A3
DTD 11/13/2023 5.540% 10/16/2028
44918CAD4 0.00 434.80 434.80 11/15/25
11/15/25 ALLYA 2025-1 A3
DTD 10/16/2025 3.960% 03/15/2030
02008KAC7 0.00 255.20 255.20 11/15/25
11/15/25 COMET 2025-A1 A
DTD 09/16/2025 3.820% 09/16/2030
14041NGF2 0.00 1,565.14 1,565.14 11/15/25
11/15/25 HART 2025-A A3
DTD 03/12/2025 4.320% 10/15/2029
44935CAD3 0.00 882.00 882.00 11/15/25
11/15/25 TAOT 2023-C A3
DTD 08/15/2023 5.160% 04/17/2028
89231FAD2 0.00 237.46 237.46 11/15/25
11/15/25 TAOT 2025-C A3
DTD 07/30/2025 4.110% 03/15/2030
89238VAD0 0.00 565.13 565.13 11/15/25
Account 20240100 Page 27PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
62 For the Month Ending November 30, 2025Managed Account Security Transactions & Interest CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Transaction Type
Trade CUSIPSecurity DescriptionSettle Par Proceeds
Principal Accrued
Interest Total Cost
Realized G/L Realized G/L Sale
Amort Cost Method

INTEREST
11/15/25 AMXCA 2023-3 A
DTD 09/19/2023 5.230% 09/15/2028
02582JKD1 0.00 1,351.08 1,351.08 11/15/25
11/15/25 CHAIT 2023-A1 A
DTD 09/15/2023 5.160% 09/15/2028
161571HT4 0.00 1,290.00 1,290.00 11/15/25
11/15/25 AMXCA 2025-4 A
DTD 07/22/2025 4.300% 07/15/2030
02582JKV1 0.00 806.25 806.25 11/15/25
11/15/25 USAOT 2025-A A3
DTD 10/09/2025 3.950% 12/17/2029
90327HAC3 0.00 396.10 396.10 11/15/25
11/15/25 HART 2025-C A3
DTD 09/17/2025 3.880% 04/15/2030
44935JAD8 0.00 646.67 646.67 11/15/25
11/15/25 HART 2025-B A3
DTD 06/11/2025 4.360% 12/17/2029
44935XAD7 0.00 345.17 345.17 11/15/25
11/15/25 BACCT 2023-A2 A2
DTD 12/14/2023 4.980% 11/15/2028
05522RDH8 0.00 560.25 560.25 11/15/25
11/15/25 TAOT 2025-B A3
DTD 04/30/2025 4.340% 11/15/2029
89231HAD8 0.00 542.50 542.50 11/15/25
11/15/25 TAOT 2025-D A3
DTD 10/23/2025 3.840% 06/17/2030
89231GAD0 0.00 492.80 492.80 11/15/25
11/16/25 GMCAR 2024-1 A3
DTD 01/17/2024 4.850% 12/18/2028
36268GAD7 0.00 133.21 133.21 11/16/25
11/16/25 GMCAR 2025-2 A3
DTD 05/14/2025 4.280% 04/16/2030
362549AD9 0.00 231.83 231.83 11/16/25
11/18/25 HAROT 2023-3 A3
DTD 08/22/2023 5.410% 02/18/2028
43815QAC1 0.00 681.66 681.66 11/18/25
11/21/25 HAROT 2025-3 A3
DTD 08/12/2025 4.040% 02/21/2030
43813QAD1 0.00 774.33 774.33 11/21/25
11/21/25 GOLDMAN SACHS BANK USA
(CALLABLE)
DTD 05/21/2024 5.414% 05/21/2027
38151LAG5 0.00 10,828.00 10,828.00 11/21/25
11/21/25 HAROT 2025-1 A3
DTD 02/11/2025 4.570% 09/21/2029
43814VAC1 0.00 1,085.37 1,085.37 11/21/25
11/25/25 CHAOT 2025-2A A3
DTD 10/29/2025 3.860% 10/25/2030
16144MAD6 0.00 362.41 362.41 11/25/25
Account 20240100 Page 28PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
63 For the Month Ending November 30, 2025Managed Account Security Transactions & Interest CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Transaction Type
Trade CUSIPSecurity DescriptionSettle Par Proceeds
Principal Accrued
Interest Total Cost
Realized G/L Realized G/L Sale
Amort Cost Method

INTEREST
11/26/25 MORGAN STANLEY BANK NA
(CALLABLE)
DTD 05/30/2024 5.504% 05/26/2028
61690U8B9 0.00 10,182.40 10,182.40 11/26/25
11/30/25 US TREASURY N/B
DTD 05/31/2023 3.750% 05/31/2030
91282CHF1 0.00 14,718.75 14,718.75 11/30/25
11/30/25 US TREASURY N/B
DTD 06/01/2021 0.750% 05/31/2026
91282CCF6 0.00 562.50 562.50 11/30/25
11/30/25 US TREASURY N/B
DTD 05/31/2024 4.500% 05/31/2029
91282CKT7 0.00 21,487.50 21,487.50 11/30/25
11/30/25 US TREASURY N/B
DTD 11/30/2022 3.875% 11/30/2027
91282CFZ9 0.00 11,140.63 11,140.63 11/30/25
11/30/25 US TREASURY N/B
DTD 12/02/2024 4.125% 11/30/2029
91282CMA6 0.00 6,084.38 6,084.38 11/30/25
136,475.20 136,475.20 0.00 Transaction Type Sub-Total

MATURITY
11/13/25 BRISTOL-MYERS SQUIBB CO
(CALLABLE)
DTD 11/13/2020 0.750% 11/13/2025
110122DN5 134,000.00 0.00 134,000.00 1,334.64 0.00 134,000.00 11/13/25

0.00 0.00 1,334.64 134,000.00 134,000.00 134,000.00 Transaction Type Sub-Total

PAYDOWNS
11/25/25 FHMS K507 A1
DTD 09/01/2023 4.800% 04/01/2028
3137HAMR4 2,136.95 0.00 2,136.95 33.54 19.56 2,136.95 11/01/25 11/25/25 FHMS K506 A1
DTD 09/01/2023 4.650% 05/01/2028
3137HAMG8 213.50 0.00 213.50 3.19 1.84 213.50 11/01/25 11/25/25 FNA 2023-M6 A2
DTD 07/01/2023 4.190% 07/01/2028
3136BQDE6 34.11 0.00 34.11 0.58 0.32 34.11 11/01/25 11/25/25 FHMS KJ46 A1
DTD 07/01/2023 4.777% 06/01/2028
3137HAD45 335.67 0.00 335.67 0.01 0.00 335.67 11/01/25 11/25/25 FHMS KJ47 A1
DTD 09/01/2023 5.272% 08/01/2028
3137HAMN3 412.74 0.00 412.74 0.00 0.00 412.74 11/01/25 Account 20240100 Page 29PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
64 For the Month Ending November 30, 2025Managed Account Security Transactions & Interest CITY OF EASTVALE - INVESTMENT PORTFOLIO - 20240100
Transaction Type
Trade CUSIPSecurity DescriptionSettle Par Proceeds
Principal Accrued
Interest Total Cost
Realized G/L Realized G/L Sale
Amort Cost Method

PAYDOWNS
11/25/25 FHMS K522 A2
DTD 06/01/2024 4.803% 05/01/2029
3137HDJJ0 35.92 0.00 35.92 0.00 0.00 35.92 11/01/25 11/25/25 FHMS K061 A2
DTD 01/01/2017 3.347% 11/01/2026
3137BTUM1 529.97 0.00 529.97 16.31 4.97 529.97 11/01/25 11/15/25 TAOT 2023-D A3
DTD 11/14/2023 5.540% 08/15/2028
89239FAD4 4,297.30 0.00 4,297.30 0.46 0.27 4,297.30 11/15/25 11/15/25 HART 2023-C A3
DTD 11/13/2023 5.540% 10/16/2028
44918CAD4 6,499.31 0.00 6,499.31 0.86 0.53 6,499.31 11/15/25 11/15/25 FITAT 2023-1 A3
DTD 08/23/2023 5.530% 08/15/2028
31680EAD3 14,184.25 0.00 14,184.25 0.88 0.49 14,184.25 11/15/25 11/15/25 TAOT 2023-C A3
DTD 08/15/2023 5.160% 04/17/2028
89231FAD2 4,232.17 0.00 4,232.17 0.96 0.50 4,232.17 11/15/25 11/16/25 GMCAR 2024-1 A3
DTD 01/17/2024 4.850% 12/18/2028
36268GAD7 1,998.25 0.00 1,998.25 0.41 0.27 1,998.25 11/16/25 11/18/25 HAROT 2023-3 A3
DTD 08/22/2023 5.410% 02/18/2028
43815QAC1 13,283.95 0.00 13,283.95 2.74 1.37 13,283.95 11/18/25

0.00 30.12 59.94 48,194.09 48,194.09 48,194.09 Transaction Type Sub-Total SELL
11/05/25 US TREASURY N/B
DTD 06/01/2021 0.750% 05/31/2026
91282CCF6 103,228.13 339.96 103,568.09 (1,542.18) (1,745.77) FIFO 105,000.00 11/04/25 11/05/25 US TREASURY N/B
DTD 06/01/2021 0.750% 05/31/2026
91282CCF6 506,309.37 1,667.42 507,976.79 34,319.92 (2,563.18) FIFO 515,000.00 11/04/25 11/07/25 US TREASURY N/B
DTD 06/01/2021 0.750% 05/31/2026
91282CCF6 368,774.41 1,229.51 370,003.92 25,092.77 (1,806.96) FIFO 375,000.00 11/06/25 3,236.89 (6,115.91) 57,870.51 981,548.80 978,311.91 995,000.00 Transaction Type Sub-Total (41,112.88) 138,363.52 97,250.64 59,265.09 (6,085.79)Managed Account Sub-Total Total Security Transactions $59,265.09 $97,250.64 $138,363.52 ($41,112.88) ($6,085.79) Account 20240100 Page 30PFM Asset Management, a division of U.S. Bancorp Asset Management, Inc.
65 AGENDA STAFF REPORT

City Council Meeting

CONSENT CALENDAR

Agenda Item No. 11.3
January 14, 2026
Annual Development Impact Fee Report as of June 30, 2025 Prepared By:

Caroline Cruz-Contreras, Principal Accountant
Recommended Action(s)
Staff recommends that the City Council receive and file Annual Development Impact Fees Report as of June 30, 2025, and adopt the findings contained in Section 4 of the Report.

Summary
Pursuant to the Mi*ga*on Fee Act (the “Act”) (Government Code sec*on 66000 et seq.), and specifically sec*on 66006 of the Act, the following report on the receipt, use and reten*on of development impact fees for Fiscal Year 2024-25 is hereby presented to the City Council for review.

Development impact fees are charged by local governments to defray all or a por*on of the cost of public facili*es related to new development being constructed within the City. The requirements for enactment of a development impact fee program are set forth in the Act, which was enacted by the State Legislature as Assembly Bill No. 1600 (2016) and is commonly referred to as “AB 1600 requirements”.

The Act requires two specific repor*ng requirements from the City: 1) A periodic (five-year) report to make findings with respect to all unexpended mi*ga*on fees and 2) an annual review of all development impact fees as defined in the Act and to make a public report on the fees available to the public a=er the end of each fiscal year. The annual report is included herein. The report must provide the beginning and ending balances of the fiscal year, the amount of fees collected by the City, interest income and any other income earned, a descrip*on of how the fees were expended during the subject fiscal year, and any refunds or alloca*ons pursuant to Government Code Sec*on 66001(f).
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66 If fees are not expended or remain uncommiCed for a period of five or more years, the report must include a finding iden*fying the purpose of the fee and the an*cipated improvements to be financed by the fee. If such findings are not made, State law requires that the City refund the unused fees being held.

Background
Development impact fees may be collected by the City of Eastvale for the purpose of mi*ga*ng the impacts caused by new development on the City’s infrastructure. Fees are used to finance the acquisi*on, construc*on, and improvement of public facili*es required as a result of this new development. A separate funding structure has been established to account for the impact of new development on each of the following types of public facili*es: Transporta*on Facili*es, Fire Facilities, Public Facilities, and Road and Bridge Facilities.

On April 11, 2012, the City Council adopted Resolu*on No. 12-15, establishing the City’s development impact fees in accordance with the Development Impact Fee Nexus Study dated April 2, 2012; this report reflects fees collected during fiscal year 2024-25 based on that adopted study.

Fees collected through June 30, 2025 did not account for infla*onary or consumer price index increases, as a result the fees have been static since the adoption of the fee schedule in 2012.

Environmental
Not Applicable.

Strategic Plan Action - Priority Level: N/A
| Target #: N/A
| Goal #: N/A
The annual AB 1600 Development Impact Fee Report is presented for compliance with Government Code Sec*on 66006. This report is informa*onal in nature and provides a summary of fees collected, interest earned, and expenditures made during the fiscal year. No strategic ac*vity or policy direction is required by the City Council at this time.

Fiscal Impact
This action does not have an immediate impact on the General Fund.

Prior City Council/Commission Action
The City completed a Development Impact Fee Study in 2012 and adopted fees by resolu*on effec*ve July 1, 2012. In 2024, staff completed the second five-year periodic report as of June 30, 2012. An annual report was prepared for the period ended June 30, 2024, in December 2024.

On June 25, 2025, the City Council held a public hearing and adopted the 2025 Development Impact Fee Nexus Study and fee schedule. The ordinance amending the Eastvale Municipal Code was introduced at that meeting, with the updated fees becoming effective October 13, 2025.

Attachment(s)
Attachment 1 - 2025 Eastvale DIF Report

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951.361.0900 |
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67 Executive Summary
City of Eastvale
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025

Background
The Mitigation Fee Act, Government Code Section 66000 et seq., (the “Act”) governs the establishment and administration of development impact fees paid by new development projects for public facilities needed to serve new development. Fees must be separate ly accounted for and used for the specific purpose for which the fee was imposed. The City’s adopted development impact fees are listed in the attached exhibits.

Expenditures are authorized through the annual Operating Budget and the City’s Capital Improve ment Program.

Development Fee Reporting
The Act mandates two specific reporting requirements for the city:
• A periodic (five-year) report making certain findings with respect to all unexpended mitigation fees; and,
• An annual review of all development impact fees as defined in the Act , in a public report after the close of each fiscal year.

Government Code Section 66006(b)(2) requires the report be placed on an agenda for review at a public meeting not less than 15 days after the report is made available to the public. The City is also required to adopt by resolution certain findings, as defined in the Act, for any unexpended balances of mitigations fees as of the fifth fiscal year following the first deposit into those funds (Government Code Section 66001(d)). The City completed a Development Impact Fee study in 2012 and adopted fees by resolution effective July 1, 2012. The city initially adopted the County of Riverside Development Impact Fees when it incorporated on October 1, 2010, and used those fee amounts until adoption of updated City fees in June 2012. Since the previous study is 13 years old, a new Development Impact Fee Nexus Study and Fee Schedule was prepared and formally adopted on June 25, 2025. In accordance with Government Code Section 66017, the updated Development Impact Fees will take effect on October 13, 2025.

The report is organized as follows:

Section 1. A brief description of the purpose of each development impact fee, its authorizing legislation and current amount (Government Code Section 66006(b) (1) (A)).

Section 2. A summary of the beginning fund balance on July 1, 202 4, annual fee revenue collected, interest earned, developer contribution, public improvement expenditures, and the endi ng fund balance at June 30, 2025 for each fee (Government Code Section 66006(b)(1)(B)-(H)).

Section 3. A listing of projects funded or to be funded with development impact fees (Government Code Section 66006(b)(1)(E)).

Section 4. Report of Findings for each fee.

68 Detail
City of Eastvale
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025

City of Eastvale │ 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 │ (951) 361-0900 │ eastvaleca.gov

SECTION 1 | Fee Descriptions

The City’s Development Impact Fees (DIF) were first adopted at incorporation on October 1, 2010, adopting the fees that were being charged by the County of Riverside at the time. In April 2012, a nexus study was done to update the fees, effective July 1, 2012. The following development impact fees were adopted:
transportation facilities development impact fee, fire facilities development impact fee, and the public facilities development impact fee. Subsequently, a fourth fee was adopted, the Road and Bridge Benefit District. A description of each fee is noted below:

Transportation Facilities
The purpose of the Transportation Facilities DIF is to ensure that new development within the City of Eastvale pays its proportionate share of the capital investments made by the city, which are necessary to provide traffic amenities adequate to accommodate a growing service population within the standards and needs defined by the City’s master planning process.

The 2012 Nexus Study identified a total of $8.4 million in capital facilities costs for facilities related to transportation. The transportation facilities identified were as follows:

1. Road improvements: Hellman Avenue one lane bridge widening over Cucamonga Creek.

2. Limonite Bridge over Cucamonga Channel

3. New Traffic Signals: 23 new traffic signals.

Cost estimates for the facilities include design, permitting, land acquisition, construction, and project administration.

The fee amount for the Transportation Facilities Development Impact Fee is as follows:

Land Use
Maximum Fee
Single Family Residential $693 per dwelling unit
Multi-Family Residential $487 per dwelling unit
Commercial/ Retail $1,685 per 1,000 square feet of building space Light Industrial/Warehousing $352 per 1,000 square feet of building space Office/Business Park $373 per 1,000 square feet of building space

Fire Facilities
The purpose of the Fire Facilities DIF is to ensure that new development within the City of Eastvale pays its proportionate share of the capital investments made by the city, which are necessary to provide fire protection, fire suppression and other fire safety services adequate to accommodate a growing service population within the standards and needs defined by operational standards and planning criteria.

69 Detail
City of Eastvale
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025

City of Eastvale │ 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 │ (951) 361-0900 │ eastvaleca.gov

The 2012 Nexus Study identified a total of $8.9 million in capital facilities costs for fire facilities. The fire facilities identified were as follows:

1. Eastvale Fire Station No. 27.

2. Eastvale Fire Station, additional

Cost estimates for the facilities include design, permitting, land acquisition, construction, and project administration.

The fee amount for the Fire Facilities Development Impact Fee is as follows:

Land Use Maximum Fee
Single Family Residential $481 per dwelling unit
Multi-Family Residential $332 per dwelling unit
Commercial/ Retail $132 per 1,000 square feet of building space Light Industrial/Warehousing $137 per 1,000 square feet of building space Office/Business Park $132 per 1,000 square feet of building space

Public Facilities
The purpose of the Public Facilities DIF is to ensure that new development within the City of Eastvale pays its proportionate share of the capital investments made by the city, which are necessary to provide general governmental and related civic services adequate to accommodate a growing service population within the standards and needs defined by the City’s capital improvement programs, long -range planning, and strategic planning.

The 2012 Nexus Study identified a total of $ 13.4 million in capital facilities costs for facilities related to governmental and community services. The public facilities identified were as follows:

1. Civic Center: Governmental Services

2. Civic Center: Police Services

Cost estimates for the facilities include design, permitting, land acquisition, construction, and project administration.

The fee amount for the Public Facilities Development Impact Fee is as follows:

Land Use Maximum Fee
Single Family Residential $942 per dwelling unit
Multi-Family Residential $650 per dwelling unit
Commercial/ Retail $150 per 1,000 square feet of building space Light Industrial/Warehousing $156 per 1,000 square feet of building space Office/Business Park $150 per 1,000 square feet of building space

70 Detail
City of Eastvale
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025

City of Eastvale │ 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 │ (951) 361-0900 │ eastvaleca.gov

Road and Bridge Benefit District
The Road and Bridge Benefit District (District) DIF is inherited from the County of Riverside associated with incorporation of the city. The city accepted responsibility for the portion of the district within the city’s footprint. The district was created to ensure that new development within the district’s boundaries pays its proportionate share of the necessary capital investments required to provide the y road and bridge improvements within the district adequate for the growing service population, consistent with the standards and needs defined by the City’s capital improvement programs, long-range planning, and strategic planning.

The most recent update of the Nexus Study in support of the DIF was completed by the County of Riverside in 2005. That study identified a total of $ 47.1 million (net of fees collected to date at that time) in capital facilities costs for projects needed within the district to meet its obligation to fund adequate roads and bridges within the district’s boundaries.

Cost estimates for the facilities include design, permitting, land acquisition, construction, and project administration.

The fee amount for the Road and Bridge Benefit District Development Impact Fee are broken down into zones within the original County district. Fee amounts are listed below:

Land Use Maximum Fee
Single Family Residential $884 – $2681 per dwelling unit Multi-Family Residential $417 – $1,857 per dwelling unit Commercial/ Retail $2652 – $9,117 per acre
Light Industrial/Warehousing $2652 – $9,117 per acre
Office/Business Park $2652 – $9,117 per acre

71 Detail
City of Eastvale
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025

City of Eastvale │ 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 │ (951) 361-0900 │ eastvaleca.gov

Section 4 | Report of Findings
(Government Code Section 66001(d))

Transportation Facilities

1. The purpose of the Transportation Facilities DIF is to ensure that new development within the City of Eastvale pays its proportionate share of the capital investments made by the city, which are necessary to provide traffic amenities adequate to accommodate a growing service population within the standards and needs defined by the city’s master planning process.

2. The reasonable relationship between the Transportation Facilities DIF and the purpose for which it is charged is demonstrated in the City of Eastvale Development Impact Fee Study dated February 2, 2012, effective July 1, 2012.

3. The sources and amount of funding anticipated to complete the Transportation Facilities is in the city of Eastvale Development Impact Fee Study dated February 2, 2012, effective July 1, 2012.

4. The approximate date for funding and constructing some of the Transportation Facilities is noted in the Capital Improvement Program for Fiscal Years 2025-2026 through 2029-2030.

5. Future projects that are planned do not have an estimated date for completion as these projects will be connected to new development within the city.

Fire Facilities

1. The purpose of the Fire Facilities DIF is to ensure that new development within the City of Eastvale pays its proportionate share of the capital investments made by the city, which are necessary to provide fire protection, fire suppression and other fire safety services adequate to accommodate a growing service population within the standards and needs defined by operational standards and planning criteria.

2. The reasonable relationship between the Fire Facilities DIF and the purpose for which it is charged is demonstrated in the City of Eastvale Development Impact Fee Study dated February 2, 2012, effective July 1, 2012.

3. The sources and amount of funding anticipated to complete the Fire Facilities was in the City of Eastvale Development Impact Fee Study dated February 2, 2012, effective July 1, 2012.

4. The approximate date for funding and constructing the new Fire Facilities is noted in the Capital Improvement Program for Fiscal Years 2025-2026 through 2029-2030.

5. Future expansion of the Fire Facilities has not been determined at this time but will be considered as 72 Detail
City of Eastvale
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025

City of Eastvale │ 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 │ (951) 361-0900 │ eastvaleca.gov

the city develops further.

Public Facilities

1. The purpose of the Public Facilities DIF is to ensure that new development within the City of Eastvale pays its proportionate share of the capital investments made by the city, which are necessary to provide general governmental and related civic services adequate to accommodate a growing service population within the standards and needs defined by the c ity’s capital improvement programs, long- range planning, and strategic planning.

2. The reasonable relationship between the Public Facilities DIF and the purpose for which it is charged is demonstrated in the City of Eastvale Development Impact Fee Study dated February 2, 2012, effective July 1, 2012.

3. The sources and amount of funding anticipated to complete the Public Facilities is in the City of Eastvale Development Impact Fee Study dated February 2, 2012, effective July 1, 2012.

4. The approximate date for funding and constructing of the Public Facilities is noted in the Capital Improvement Program for Fiscal Years 2025-2026 through 202 9-2030. Future expansion of Public Facilities has not been determined at this time but will be considered as the city is built out.

Road and Bridge Benefit District

1. The purpose of the Road and Bridge Benefit District ( district) DIF is to ensure that new development within the City of Eastvale pays its proportionate share of the capital investments made by the city to provide necessary road and bridge improvements within the district adequate to accommodate a growing service population within the standards and needs defined by the c ity’s capital improvement programs, long-range planning, and strategic planning.

2. The reasonable relationship between the Road and Bridge Benefit District DIF and the purpose for which it is charged is demonstrated in the C ounty of Riverside Road and Bridge Development Impact Fee Update Report dated November 1, 2005, effective January 7, 2006.

3. The sources and amount of funding anticipated to complete the Road and Bridge projects are in the County of Riverside Development Impact Fee Update Report dated November 1 , 20 05, effective January 7, 2006.

4. The approximate date for funding and constructing of Road and Bridge projects is noted in the Capital Improvement Program for Fiscal Years 2025-2026 through 2029-2030. Future capital projects to meet the city’s need for road and bridge expansion within the district have not been determined at this time but will be considered as the city develops further.

73 Detail
City of Eastvale
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025

City of Eastvale │ 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 │ (951) 361-0900 │ eastvaleca.gov

Developer Contribution and Land Dedication
On May 11, 2022, the City of Eastvale entered into a Development Agreement with The New Home Company Southern California LLC for the Leal Ranch property, designated for the City’s Civic Center project. In fiscal year 2024–25, the City recorded land dedications at the appraised fair market value of $12,221,571 under the agreement. These contributions were recognized as Developer Contributions, reported as revenues and capital expenditures, and added to the City’s capital asset inventory. 74 CITY OF EASTVALE
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025
Detail
Section 2 | Beginning Fund Balance
Transportation
Facilities Fire Facilities Public Facilities
Road & Bridge
Benefit Dist. Total
BEGINNING BALANCE 7/1/2024 1,516,894$ 760,262$ 398,476$ 7,854,113$ 10,529,745$

REVENUES
Fees Received: 128,216$ 86,538$ 169,249$ 483,646$ 867,649$ Interest Income: 67,578 34,695 21,686 343,295 467,254 Developer Contributions: 4,012,401 2,774,959 5,434,211 - 12,221,571 Total Revenues FY 2024/25 4,208,195$ 2,896,192$ 5,625,146$ 826,941$ 13,556,474$

EXPENDITURES
Cost Allocation: 377$ 160$ 1,282$ -$ 1,819$ Capital Expenditures: 4,012,401 2,774,959 5,434,211 196,635 12,418,206 Total Expenditures FY 2024/25 4,012,778$ 2,775,119$ 5,435,493$ 196,635$ 12,420,025$ ENDING BALANCE 06/30/2025 1,712,311$ 881,335$ 588,129$ 8,484,419$ 11,666,194$ City of Eastvale │ 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 │ (951) 361-0900 │ eastvaleca.gov 75 CITY OF EASTVALE
Annual Report on Development Impact Fees
Fiscal Year Ended June 30, 2025
Detail
Section 3 | Project Listing
Est. Project
Completion
Date Status
Transportatio
n Facilities Fire Facilities
Public
Facilities
Road &
Bridge
Benefit Dist.

Total DIF
Funds
Other
Funding
Sources
% of DIF
vs Other
Funding
Sources

CAPITAL EXPENDITURES
93039 - Median Improvement Project In Progress -$ -$ -$ 196,635$ 196,635$ 1,617,123$ 11% Civic Center Project Land Dedication In Lieu of Fees Complete 4,012,401 2,774,959 5,434,211 - 12,221,571 - 100% Total Capital Expenditures to 06/30/2025 4,012,401$ 2,774,959$ 5,434,211$ 196,635$ 12,418,206$ 1,617,123$

UNSPENT COMMITTED FUNDS IN APPROVED PROJECTS
2024/25 and Beyond Committed Funds:
2012 Nexus Study:
92021 - Traffic Signal Improvement at Sumner and 68th Project 2027 Design 79,398 - - - 79,398 642,402 11% 93034 - Hellman Ave Bridge Widening Project 2028 Design 575,190 - - - 575,190 25,331,000 2% 93036 - Traffic Signal Installation Project N/A Design 450,000 - - - 450,000 - 100% 2025 Nexus Study:
95011 - City Hall - Fund Balance + General Fund Loan 2027 Construction - - 20,764,575 - 20,764,575 50,035,425 29% 95012 - Library - General Fund Loan 2027 Construction - - 19,020,000 - 19,020,000 22,990,000 45% 95013 - Fire Station Project: Fund Balance + General Fund Loan 2028 Design - 9,029,330 - - 9,029,330 10,814,040 46% 95014 - Police Station - General Fund Loan 2027 Construction - - 21,821,200 - 21,821,200 28,238,800 44% Total Unspent Committed Funds 1,104,588 9,029,330 61,605,775 - 71,739,693 138,051,667 FUTURE PROJECTS PLANNED UNDER 2025 NEXUS STUDY
Civic Center Park (Park Improvement Fees) 2027 Construction - - 11,500,000 - 11,500,000 17,050,000 40% Grand Park/OCPW Land Use Passive Park (Park Improvement Fees) 2030 Design - - 27,552,444 - 27,552,444 164,447,556 14% Citrus Reimagined (Community & Recreation Center Fees) 2030 Design - - 7,916,683 - 7,916,683 97,043,317 8% Total Future Projects Planned - - 46,969,127 - 46,969,127 278,540,873 City of Eastvale │ 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 │ (951) 361-0900 │ eastvaleca.gov 76 AGENDA STAFF REPORT

City Council Meeting

CONSENT CALENDAR

Agenda Item No. 11.4
January 14, 2026
Adop(on of a Resolu(on Approving Grant of Easement for the Eastvale Civic Center Project
Prepared By:

Jimmy Chung, Public Works Director/City Engineer
Recommended Action(s)
Staff recommends that the City Council adopt a Resolu on approving the grant of an easement to Southern California Edison ("SCE") to construct, maintain, operate, and repair SCE-installed infrastructure located on the portion of the Eastvale Civic Center.

Summary
On June 25, 2025, the City Council approved a Construc on Contract with Clark Construc on Group - California LP for the Eastvale Civic Center Project ("Project"). The Project involves the construc on of new
City Hall (Capital Improvement Project No. 95011), public library (CIP No. 95012), police sta on (CIP No. 95014), and associated site improvements (CIP No. 95023). The project involves designing and coordina ng with various u lity providers, as well as construc ng u lity infrastructure both on-site and off-site.

Background
Southern California Edison (SCE) is the u lity provider responsible for the installa on and maintenance of electrical facili es within the City of Eastvale. To construct, operate, maintain, and repair any SCE-installed infrastructure on City property — as shown on the plat map in A:achment 2 — SCE must obtain a permanent easement from the City.

SCE has submi:ed a Grant of Easement, along with a legal descrip on and a plat map showing the proposed easement loca on, for plan check. City staff have reviewed these documents and have determined that they are in compliance with City regulations. 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
77 Environmental
The environment impacts associated with the development of the Civic Center site were assessed in the Program Environmental Impact Report (PEIR) prepared for the Leal Master Plan, and the Addendum to that PEIR prepared for the Amendment to the Leal Master Plan which was adopted by the City Council on May 11, 2022.

Strategic Plan Action - Priority Level: 1
| Target #: E
| Goal #: E
The proposed contract contribute to the development of Downtown Eastvale, which can significantly a:ract businesses and retailers to establish their presence in the City and create a "Destination Eastvale" with high-quality and unique businesses.

Fiscal Impact
There is no fiscal impact at this time.

Prior City Council/Commission Action
On June 25, 2025, the City Council approved a Construc on Contract with Clark Construc on Group - California LP for the Eastvale Civic Center Project.

Attachment(s)
Attachment 1 - Resolution
Attachment 2 - Attachment 1 to Resolution

12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
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78 -1-

4866-8841-3540 v2
RESOLUTION NO. 26-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EASTVALE,

CALIFORNIA, APPROVING THE GRANT OF A N EASEMENT TO SOUTHERN CALIFORNIA EDITION (“SCE”) TO CONSTRUCT, OPERATE, AND

MAINTAIN ANY SCE-INSTALLED INFRASTRUCTURE LOCATED ON THE

PORTION OF THE EASTVALE CIVIC CENTER

WHEREAS, the City of Eastvale (“City”) is the owner of that certain real property located at 6065 Premier Place in the City of Eastvale, County of Riverside, State of California, Assessor’s Parcel No. 164 -780-029, and more commonly known as Eastvale Civic Cetner (“Property”);

WHEREAS, the Southern California Edison Company (“SCE”) requested that the City grant it an easement in, over, under, and upon a portion of the Property by means of the grant of easement attached hereto and incorporated herein as Attachment 1;

WHEREAS, the easement is for the purposes of constructing, operating, and maintaining underground electrical supply systems and communication systems and other appurtenant fixtures for distributing elect rical energy in, on, over, across and along that portion of the Property depicted on Attachment 1;

WHEREAS, the grant of an easement over a portion of the Property is in the best interests of the City because it provides improvements and continuing upgrad es of public utilities used by the City;

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EASTVALE DOES HEREBY FIND, DETERMINE, AND RESOLVE AS FOLLOWS:

SECTION 1. All of the recitals set forth above are true and correct.

SECTION 2. The City Council he reby approves the Easement described in Attachment 1.

SECTION 3. The City Council authorizes the City Manager, or his designee, to take such action and execute such agreements and documentation necessary to effectuate the easement.

PASSED, APPROVED AND ADOPTED this 14th day of January, 2026.

79 -2-

4866-8841-3540 v2

______________________________
Jocelyn Yow
Mayor

APPROVED AS TO FORM: ATTEST:

_________________________ _____________________________ Erica Vega Marc A. Donohue, MMC
City Attorney City Clerk
80 -3-

4866-8841-3540 v2

STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) §

CITY OF EASTVALE )

I, Marc A. Donohue, City Clerk of the City of Eastvale, California, do hereby certify that the foregoing City Council Resolution No. 26-XX, was duly adopted by the City Council of the City of Eastvale, California, at a meeting held on the 14th day of January, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

______________________________
Marc A. Donohue, MMC
City Clerk
81 -4-

4866-8841-3540 v2

EXHIBIT A

FORM OF CERTIFICATE OF ACCEPTANCE

CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by the attached instrument is hereby accepted by order of the City Manager on behalf of the City Counc il of the City of Eastvale, pursuant to the authority conferred by City Council Resolution No. 23- __ dated September 13, 2023 and grantee consents to recordation thereof by its duly authorized officer.

CITY OF EASTVALE, a municipal corporation
By: _____________________
City Manager
Date:

ACKNOWLEDGMENT

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA )

COUNTY OF RIVERSIDE )

On ____________________, 2023 before me, ___________________________, Notary Public, personally appeared _________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature: ___________________________________ (seal)

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4866-8841-3540 v2
ATTACHMENT 1

(under separate cover)
83 1 of 5 802477644
TD2281025

RECOR DI NG REQUESTE D B Y

WHEN RE CORDED MA IL TO

SOUTHERN CALIFORNIA EDISON COMPANY
3 INN OV AT ION W AY , 2n d FLOOR
POMONA, CA 9 17 68
Attn: Title and Real Estate Services
SPACE ABOVE THIS LINE FOR RECORDER’S USE
SCE Doc. No.

GRANT OF

EASEMENT
DOCUMENTARY TRANSFER TAX $ NONE
VALUE AND CONSIDERATION LESS THAN $100.00)

DISTRICT
Ontario

SERVICE ORDER
TD2281025
SERIAL NO. MAPSIZE
_____________________SCE Company
SIG. OF DECLARANT OR AGENT DETERMINING TAX FIRM NAME GVM MT-4859-A4
APN 164-780-029
APPROVED:

REAL

PROPERTIES
BY
SLS/BT
DATE
11/11/2025

CITY OF EASTVALE, a California municipal corporation, (hereinafter referred to as “Grantor”), hereby grants to SOUTHERN CALIFORNIA EDISON COMPANY, a corporation, its successors and assigns (hereinafter referred to as “Grantee”), an easement and right of way to construct, use, maintain, operate, alter, add to, repair, replace, reconstruct, inspect and remove at any time and from time to time underground electrical supply systems and communication systems (hereinafter referred to as “systems”), consisting of wires, underground conduits, cables, vaults, manholes, handholes, and including above-ground enclosures, markers and concrete pads and other appurtenant fixtures and equipment necessary or useful for distributing electrical energy and for transmitting intelligence, data and/or communications (eg. through fiber optic cable), in, on, over, under, across and along that certain real property in the County of Riverside, State of California, described as follows:

FOR LEGAL DESCRIPTION, SEE EXHIBITS “A” AND “B”, BOTH ATTACHED HERETO AND MADE A PART HEREOF.

Grantor agrees for himself, his heirs and assigns, not to erect, place or maintain, nor to permit the erection, placement or maintenance of any building, planter boxes, earth fill or other structures except walls and fences on the above described real property. The Grantee, and its contractors, agents and employees, shall have the right to trim or cut tree roots as may endanger or interfere with said systems and shall have free access to said systems and every part thereof, at all times, for the purpose of exercising the rights herein granted; provided, however, that in making any excavation on said property of the Grantor, the Grantee shall make the same in such a manner as will cause the least injury to the surface of the ground around such excavation, and shall replace the earth so removed by it and restore the surface of the ground to as near the same condition as it was prior to such excavation as is practicable.

84 2 of 5 802477644
TD2281025
EXECUTED this _____ day of _______________________, 20____.

GRANTOR

CITY OF EASTVALE, a California municipal
corporation

____________________________________
Signature

____________________________________
Print Name

____________________________________
Title

A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California )

County of )

On _______________________ before me, , a Notary Public, personally appeared , who proved to me on the basis of
satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature _______________________________ (Seal)

85 3 of 5 802477644
TD2281025
EXECUTED this _____ day of _______________________, 20__.

GRANTEE

SOUTHERN CALIFORNIA EDISON COMPANY,
a corporation

____________________________________
Signature

____________________________________
Print Name

____________________________________
Title

A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California )

County of )

On _______________________ before me, , a Notary Public, personally appeared , who proved to me on the basis of
satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature _______________________________ (Seal)

86 4 of 5 802477644
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EXHIBIT “A”

LEGAL DESCRIPTION
EASTVALE PROJECT NO. MAP 25-00009

A 6.00 FOOT WIDE STRIP OF LAND LYING WITHIN LOT 65 OF TRACT NO. 38594, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 494, PAGES 87 THROUGH 115 OF MAPS, AS AMENDED BY THE CERTIFICATE OF CORRECTIONS RECORDED ON MARCH 27, 2025, AS DOCUMENT NO. 2025-0091412 OF OFFICIAL RECORDS, RECORDED ON APRIL 02, 2025 AS DOCUMENT NO. 2025-0098469, OF OFFICIAL RECORDS, AND RECORDED ON MAY 12, 2025 AS DOCUMENT NO. 2025-0142611, OF OFFICIAL RECORDS, ALL

IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, THE CENTERLINE OF SAID STRIP IS DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 65, SAID CORNER BEING IN A CURVE IN THE NORTHEASTERLY LINE OF SAID LOT 65, CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 838.00 FEET, A RADIAL LINE PASSING THROUGH SAID POINT BEARS SOUTH 71°05’48” WEST;

THENCE SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 03°07’31” AN ARC DISTANCE OF 45.71 FEET TO THE TRUE POINT OF BEGINNING;

THENCE CONTINUING SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°29’25” AN ARC DISTANCE OF 7.17 FEET;

THENCE LEAVING SAID CURVE, SOUTH 05°35’34” WEST 7.00 FEET;

THENCE SOUTH 43°06’01” WEST 9.06 FEET;

THENCE SOUTH 64°21’10” WEST 16.28 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE TO THE EAST AND HAVING A RADIUS OF 12.50 FEET;

THENCE SOUTHWESTERLY, SOUTHERLY, AND SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 89°37’03” AN ARC DISTANCE OF 19.55 FEET;

THENCE SOUTH 25°15’53” EAST 19.94 FEET;

THENCE SOUTH 02°40’29” EAST 23.20 FEET;

THENCE SOUTH 25°10’29” EAST 22.00 FEET TO THE POINT OF TERMINUS.

THE SIDELINES OF SAID STRIP ARE TO BE PROLONGED OR SHORTENED TO JOIN AT THE ANGLE POINTS.

EXCEPTING THEREFROM THAT PORTION INCLUDED WITHIN THE PUBLIC STREET, PREMIER PLACE.

AS SHOWN ON EXHIBIT “B” ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

87 88

AGENDA STAFF REPORT

City Council Meeting

CONSENT CALENDAR

Agenda Item No. 11.5
January 14, 2026
Report of Riverside County Fire Department Annual Inspections Prepared By:

Steve Payne, Deputy Fire Marshal
Recommended Action(s)
Staff recommends that City County adopt a Resolu
on accep
ng the report of annual fire
inspections of certain occupancies pursuant to the California Health and Safety Code Sections.

Summary
Report of annual inspec
on compliance in accordance with California Health & Safety Code Sec ons
13146.2-13146.4.

Background
On January 1, 2019, California Health and Safety Code Sec on 13146.4 became effec
ve. Sec
on
13146.4 requires all fire departments to report annually to their administering authority on their compliance with Health and Safety Code Sec
ons 13146.2 and 13146.3. Sec
ons 13146.2 and
13146.3 require annual inspec
ons of every building used as a public or private school, hotel, motel, lodging house, apartment house and certain residen
al care facili
es for compliance with building
standards.

Public or private schools, used by more than six persons at any one me for educa
onal purposes
through the 12th grade, are listed in the California Building Code as Group E occupancies. Within the City of Eastvale, there are 10 schools that require inspec on pursuant to California law. During fiscal
year 2024-2025, the Riverside County Fire Department completed the annual inspec on of 10
Group E occupancies, buildings, structures and/or facilities:

12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
89 School
Address
Occupancy
Type
Clara Barton Elementary
7437 Corona Valley
E
Ronal Reagan Elementary School
8300 Fieldmaster
E
Dr. Augustine Ramirez Intermediate
School
6909 Harrison
E
The Learning Experience
12754 Limonite
E
Harada Elementary School
12884 Oakdale
E
Eastvale Elementary School
13031 Orange
E
Prestige Preschool
14276 Schleisman
E
River Heights Intermediate School
7227 Scholar
E
Roosevelt high School
7447 Scholar
E
Rosa Parks Elementary School
13830 Whispering Hills
E

This is a compliance rate of 100% for this reporting period.

Buildings that contain sleeping units, and include hotels, motels, and apartments, as well as other residen
al occupancies are listed in the California Building Code as Group R (residen al)
occupancies. Within the City of Eastvale, there are three Group R occupancies. During fiscal year 2024-2025, the Riverside County Fire Department completed the annual inspec on of two Group R
occupancies, buildings, structures and/or facilities:

Building
Address
Occupancy
Type
Homecoming Apartments &
Townhomes
5464 Homecoming
R-2
Serafina Apartments and Condominiums
6389 Travessa
R-2
Staybridge Hotel
12509 Schleisman
R-1

This is a compliance rate of 100% for this reporting period.

Environmental
Inspections are exempt from the California Environmental Impact Report. No environmental action.

Strategic Plan Action - Priority Level: N/A
| Target #: N/A
| Goal #: N/A
This request represents rou
ne administra
ve business of the City; there is no specific strategic plan objective to associate.

Fiscal Impact
There is no fiscal impact associated with the adoption of this resolution.

Prior City Council/Commission Action
No prior action.
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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90 Attachment(s)
Attachment - Resolution

12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
91 RESOLUTION NO. 2026-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EASTVALE, CALIFORNIA

ACKNOWLEDGING RECEIPT OF A REPORT MADE BY THE DEPUTY FIRE MARSHAL

OF THE RIVERSIDE COUNTY FIRE DEPARTMENT REGARDING THE INSPECTION OF

CERTAIN OCCUPANCIES REQUIRED TO PERFORM ANNUAL INSPECTIONS IN SUCH OCCUPANCIES PURSUANT TO SECTIONS 13146.2 AND 13146.3 OF THE CALIFORNIA HEALTH AND SAFETY CODE.

WHEREAS, California Health & Safety Code Section 13146.4 was added in 2018, and became effective on January 1, 2019; and,

WHEREAS, California Health & Safety Code Sections 13146.2 and 13146.3 require all fire departments, including Riverside County Fire Department, that provide fire protection services to perform annual inspections in every building used as a public or priv ate school, hotel, motel, lodging house, apartment house, and certain residential care facilities for compliance with building standards, as provided and,

WHEREAS, California Health & Safety Code Section 13146.2 requires all fire departments, including the Riverside County Fire Department, that provide fire protection services to report annually to its administering authority on its compliance with Sections 13146.2 and 13146.3 and,

WHEREAS, the City Council of Eastvale intends this Resolution to fulfill t he requirements of the California Health & Safety Code regarding acknowledgment of the Riverside County Fire Department’s compliance with California Health and Sections 13146.2 and 13146.3.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Eastvale that said City Council expressly acknowledges the measure of compliance of the Riverside County Fire Department with California Health and Safety Code Sections 13146.2 and 13146.3 in the area encompassed by the City of Eastvale, as follows:

A. EDUCATIONAL GROUP E OCCUPANCIES:

Educational Group E occupancies are generally those public and private schools, used by more than six persons at any one time for educational purposes through the 12th grade. Within the City of Eastvale, there are 10 Group E occupancies, buildings, structures and/or facilities.

During fiscal year 20 24-2025, the Riverside County Fire Department completed the annual inspection of 10 Group E occupancies, buildings, structures and/or facilities. This is a compliance rate of 100% for this reporting period.

B. RESIDENTIAL GROUP R OCCUPANCIES:

Residential Group R occupancies, for the purposes of this resolution, are generally those occupancies containing sleeping units, and include hotels, motels, and apartments, as well as other residential occupancies. Within the City of Eastvale, there are 3 Group R occupancies of 92 this nature.

During fiscal year 2024-2025, the Riverside County Fire Department completed the annual inspection of three Group R occupancies, buildings, structures and/or facilities. This is a compliance rate of 100% for this reporting period.

PASSED, APPROVED AND ADOPTED this 14th day of January, 2026.

____________________________________
Jocelyn Yow
Mayor

APPROVED AS TO FORM: ATTEST:

_________________________________ ____________________________________ Erica Vega Marc A. Donohue, MMC
City Attorney City Clerk
93 STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) §

CITY OF EASTVALE )

I, Marc A. Donohue, City Cler k of the City of Eastvale, California, do hereby certify that the foregoing City Council Resolution No. 26-XX, was duly adopted by the City Council of the City of Eastvale, California, at a meeting held on the 14th day of January 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

____________________________________
Marc A. Donohue, MMC
City Clerk

94 AGENDA STAFF REPORT

City Council Meeting

CONSENT CALENDAR

Agenda Item No. 11.6
January 14, 2026
Alloca'on of Funds for the 2026-2027 Community Development Block Grant (CDBG) Funding Cycle
Prepared By:

Samantha Greven, Management Analyst
Recommended Action(s)
Staff recommends that the City Council authorize the rollover of all Community Development Block Grant (CDBG) funds from fiscal year 2026–2027 for use in future program years.

Summary
The City of Eastvale's 2026-2027 Community Development Block Grant (CDBG) alloca,on is es,mated to be $154,900. The city accepted applica,ons for the 2026-2027 CDBG cycle from October 13, 2025 to November 13, 2025. During this ,me, the city did not receive internal or external applications for consideration.

As no applica,ons were submi8ed and the City does not have shovel-ready projects that meet CDBG eligibility requirements, staff recommends that the City Council authorize the rollover of all CDBG funds from fiscal year 2026–2027 for use in future program years.

Background
The Community Development Block Grant (CDBG) is a Federally funded block grant program created by Congress in 1974. CDBG grants are awarded to local governments and non-profit sponsors to carry out community development ac,vi,es by providing decent housing, a suitable living environment, and opportuni,es to expand economic opportuni,es, principally for low-and moderate-income persons.

CDBG funds are allocated by the U.S. Department of Housing and Urban Development (HUD) to 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
95 state and local governments on a yearly basis with the goal of developing ac,vi,es directed toward revitalizing neighborhoods, economic development, and providing improved community facili,es and services.

CDBG-funded projects must satisfy one of three national program objectives:
1 .

Provide a benefit to low- and moderate-income persons;
2 .

Prevent or eliminate slums and blight; or
3 .

Meet other urgent community development needs due to natural disasters or other emergencies.

Examples of eligible activities include:

Public Services - Senior services, disabled and handicapped services, childcare services, health services, youth services, and fair housing
Public Improvements - Streets, curbs, gu8ers, sidewalks, streetlights, sewers, storm drains, traffic signals, parks and recreation facilities, health facilities, and fire station improvements Housing Services - Home improvement programs for lower and moderate-income households Senior Home Repair (SHR)
Home Rehabilitation Program (HRP)
Analysis

FUNDING PRIORITIES
At the regularly scheduled City Council mee,ng on November 8, 2023, the Eastvale City Council elected to approve and adopt Eastvale’s 2024-2029 five-year HUD-CPD funding priorities as:

Americans with Disabilities Act (ADA) Improvements
Library Services
Senior Services
Youth Services
Home Improvement Services

CDBG FUNDS FOR THE 2026-2027 PROGRAM YEAR
The City of Eastvale is a Coopera,ng City in the County of Riverside's CDBG program. The County of Riverside Department of Housing and Workforce Solu,ons (HWS) ini,ated the 2026-2027 CDBG applica,on cycle and issued its No,ce of Funding Availability to the City of Eastvale. The City’s 2026- 2027 CDBG allocation is estimated to be $154,900.

The County of Riverside established several minimum thresholds concerning the Coopera,ng Ci,es’ CDBG applica,on process. The City of Eastvale accepted applica,ons for the 2026-2027 CDBG cycle from October 13, 2025 to November 13, 2025. During this ,me, the city did not receive internal or external applications for consideration.

Given that no applica,ons were received and the City does not presently have shovel-ready projects that sa,sfy CDBG eligibility requirements, staff recommends that the City Council authorize the rollover of all CDBG funds from fiscal year 2026–2027 for utilization in subsequent program years.

Environmental
Alloca,ng CDBG funding is not a project pursuant to the California Environmental Quality Act (CEQA) and no environmental review is required. 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
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96 Strategic Plan Action - Priority Level: N/A
| Target #: C
| Goal #: I
Leverage grant funding.

Fiscal Impact
The County of Riverside Department of Housing and Workforce Solu,ons (HWS) has es,mated the City of Eastvale’s 2026-2027 Community Development Block Grant (CDBG) alloca,on to be $154,900. Budget has not been appropriated for this project year and will not be appropriated un,l the City enters into an agreement with Riverside County and the county subsequently issues the city an incur cost letter.

Prior City Council/Commission Action
March 22, 2023 - City Council established funding priori,es for the 2024-2025 CDBG Program Year as: Americans with Disabili,es Act (ADA) Improvements, Library Services, Senior Services, Youth Services, and Home Improvement Services.

November 8, 2023 – City Council elected to approve and adopt Eastvale’s 2024-2029 five-year HUDCPD funding priori,es as: Americans with Disabili,es Act (ADA) Improvements, Library Services, Senior Services, Youth Services, Home Improvement Services. City Council also allocated $15,000 of the FY 24/25 CDBG funding to the Corona-Norco Family YMCA for their Senior Health and Wellness Program, and then designated the en,rety of the remaining funds ($143,629) to the County of Riverside Home Enhancement Program (HEP).

November 13, 2024 - City Council allocated the en,rety of Eastvale's 2025-2026 CDBG alloca,on to the County of Riverside Home Enhancement Program (HEP).

January 8, 2025 - City Council approved agreements for the 2024-2025 Community Development Block Grant Program Year.

October 7, 2025 - City Council approved agreements for the 2025-2026 Community Development Block Grant Program Year.

Attachment(s)
Attachment - Cooperating City CDBG NOFA 2026-2027

12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
97 COUNTY OF RIVERSIDE

NOTICE OF FUNDING AVAILABILITY
2026-2027 URBAN COUNTY COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM

FOR COOPERATING CITIES
Program Description
The County of Riverside has opened the CDBG application period for the FY 2026-2027 Community Development Block Grant (CDBG) cycle for Cooperating Cities within the County’s Urban County CDBG program.

CDBG is a flexible program that provides communities with resources to address a wide range of unique community development needs. Beginning in 1974, the CDBG program is one of the longest-running programs at HUD. The CDBG entitlement program allocates ann ual grants to larger cities and urban counties to develop viable communities by providing decent housing, a suitable living environment, and expanding economic opportunities, primarily for low - and moderate-income individuals.

The CDBG program is a federally funded program administered through the U.S. Department of Housing and Urban Development (HUD). As an Urban County in the Entitlement CDBG program, the County receives an annual formula allocation of CDBG funds from HUD. HUD determines the amount of each grant using a formula that incorporates several measures of community need, including the extent of poverty, population, housing overcrowding, the age of housing, and population growth lag in relation to other metropolitan areas.

The program works to ensure decent, affordable housing, provides services to the most vulnerable in our communities, and creates jobs through the expansion and retention of businesses. CDBG is a vital tool for helping local governments address the serious challenges facing their communities. The CDBG program has made a difference in the lives of millions of people and their communities across the Nation.

CDBG was authorized under the Housing and Community Development Act of 1974, as amended, and is listed under the Catalog of Federal Domestic Assistance (CFDA) as 14.218. Applicable CDBG regulations can be found at 24 CFR Part 570 and 24 CFR Part 91.

CDBG funding has been used by the County, its cooperating cities, and other subrecipients for a wide variety of community, economic, and social development activities. Activities include public facilities such as fire stations, parks, community centers, se nior centers, homeless shelters, health clinics, water and sewer improvements, and street and sidewalk improvements. CDBG also provides public service activities such as childcare, health care, after schoo l, programs, senior programs, food and clothing distribution, job training, recreation, and many more.

All activities funded with the County’s CDBG funds must:

1. Serve persons or communities within the County’s Urban County areas;

2. Eligible activity under CDBG regulations (24 CFR Part 570.201); and

3. Meet a National Objective of the CDBG program (24 CFR Part 570.208).

Most activities meet a National Objective by benefitting low -income persons or low -income communities.
98 CDBG Award Information
Subject to Federal appropriations the amount of CDBG funding to be allocated is determined by final funding appropriations from Congress and HUD’s CDBG allocation formula.

Depending upon the type of activity to be funded, a successful cooperating cities subrecipient will have approximately ten (10) months to complete, expend, and draw down their CDBG award for a public service activity, and approximately eighteen (18) months for a public facility or other CDBG activities.

Typical Grant awards for CDBG-funded activities range from $10,000 for public service activities to $100,000 or more for public facilities, acquisition, or other eligible activities.

All CDBG awards made by the County to the cooperating cities will be i n the form of a grant. The cooperating cities must execute a Supplemental Agreement with the County each CDBG program year. Non-city s ubrecipients (non-profits, special districts, etc.) receiving CDBG funds from a cooperating city will be required to enter into a County -approved subrecipient agreement with the awarding city.

Eligibility Information
Eligible Applicants
The County of Riverside will only accept CDBG applications from the following entities and organizations:

1. City Departments or Agencies;

2. Non-Profit organizations subject to 26 U.S.C. 501 (c)(3) of the tax code; and

3. Governmental agencies including the County, other Cities, Special Districts, and Tribes.

*Individuals and for-profit, C-Corporations, S-Corporations, and Limited Liability Company (LLC) businesses cannot apply for County CDBG funding.

Non-profit organizations will be required to submit documentation as part of the CDBG application, including their incorporation documents, bylaws, board membership information, and tax-exempt status.

Eligible activities
Applicants can request CDBG funding from the County and the Cooperating Cities for any eligible CDBG activity listed under 24 CFR Part 570.201 -570.204 including real property acquisition, code enforcement, construction, and other activities.

Cost Sharing and Leveraging
The cooperating cities and their subrecipient applicants are encouraged to utilize maximum leverage possible to enhance the competitiveness of their proposal. This matching contribution, referred to as “leveraging”, can include other Federal, State, local, or private funding; donations; “in -kind” contributions; and volunteer hours. Leveraging used to match previous CDBG grants cannot be used.

However, for the construction or rehabilitation of public facilities, the County may reject proposals where CDBG funding comprises less than 35% of the total project cost due to costs associated with compliance with CDBG and other Federal regulations.
99 Real Property Acquisition – Displacement of Tenants
In order to comply with the requirements of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, applicants considering the submittal of a CDBG application for real property acquisition and/or the displacement of tenants must contact HWS before the submittal of any application.

Compliance with Laws and Regulations
The successful applicants will be required to comply with all applicable federal, state, and local laws, regulations, and ordinances. Pursuant to an executed subrecipient agreement, the applicant will certify that it will adhere to and comply with the laws and regulations found in Attachment I, as they may apply to a subrecipient of funds granted pursuant to the Housing and Community Development Act of 1974, as amended.

In addition, all CDBG -funded projects using CDBG for facility construction, renovation, or improvements will be considered as “Public Works,” and, therefore, subject to applicable State of California Department of Industrial Relations requirements.

Minimum Activity Funding Level
To ensure effective, efficient, and appropriate allocation, the minimum funding request is $10,000. The County may elect to reject any proposed CDBG activity in an amount less than $10,000. Exceptions to this policy include traditionally county-wide activities (such as city/county, multiple cities, etc.) or a project or activity serving a very remote location. These exceptions must be pre -approved by HWS before applying.

Submission Information
The County will begin accepting application from the cooperating cities for the 2026-2027 CDBG cycle starting September 29, 2025. A copy of the County -approved CDBG application is attached to this NOFA. An electronic WORD-version of the CDBG application is available upon request.

Application Instructions and Organization of Summitted Documents Cooperating cities and subrecipients must submit two (2) original hard copies of the application and documents (e.g., bylaws, authorizations, backup information, etc.) necessary to apply, along with a USB flash drive with the required backup for evaluation of application documents. County HWS will not accept submissions of application documents by email or over the Internet.

When compiling the flash drive, please organize the files accordingly. • Applications
• Area Maps
• Articles of Incorporation
• Bylaws
• Financial Information/Budget
• Leveraging
• Board of Directors
• Board Approval for Submission*
• Minutes or Resolution*
• Organizational Chart

100

The cooperating cities and subrecipients are limited to the space available for each required response in the application. Cooperating cities and subrecipients may attach additional supporting documentation, including third party verifications, and other information if desired.

Additional Information
The cooperating cities and/or their subrecipients may be required to submit additional documentation to the County, prior to the receipt of their CDBG grant award. This documentation may include evidence or documentation related to:

→ Liability Insurance
→ Workmen’s Compensation Insurance
→ Flood Insurance
→ Other documentation for NEPA and CEQA environmental reviews → 501 (c)(3) Status
→ Incorporation Documents

Please Note: The cooperating city applications must be accompanied by a minute order, resolution, or other official authorization to apply.

Cooperating Cities and Sponsors must comply with the following requirements before submitting their CDBG application and maintain an active and good standing status with these systems throughout the application process and during the performance period of the CDBG grant.

A. Registered in the System for Award Management (SAM.gov) The System for Award Management (SAM) is consolidating federal procurement systems and the Catalog of Federal Domestic Assistance into a single new system. This consolidation is being done in phases. The first phase of SAM includes the functionality of the following systems:

1. Central Contractor Registry (CCR)

2. Federal Agency Registry

3. Excluded Parties List (EPLS)

4. Online Representations and Certifications Application How does SAM benefit organizations? The overarching benefits of SAM include streamlined and integrated processes, the elimination of data redundancies, and reduced costs, while providing improved capabilities.

B. Registered with the Department of Justice (DOJ) for Non-Profit Organizations Department of Justice (DOJ) for Non-Profit Organizations - https://oag.ca.gov/charities

C. Registered as “Nonprofit Corporation-CA-Public Benefit” with the California Secretary of State
California Secretary of State - https://bizfileonline.sos.ca.gov/

D. Unique Entity Identifier (UEI)
The Federal government requires all applicants for Federal grants to have a UEI number. The Federal government uses the UEI number to identify better related organizations that are receiving funding under Federal grants and to provide consistent name and a ddress data for electronic grant application systems. www.SAM.gov (https://sam.gov/content/entity-registration) 101

The County and the Cooperating Cities will not make any CDBG grant awards to any organization or government entity that fails to comply with the above requirements.

Intergovernmental Review
Applications submitted under the County’s Urban County CDBG program are not subject to intergovernmental review pursuant to Executive Order 12372.

Timeliness and Drawdown
HWS requests that any capital projects under consideration be shovel -ready and capable of being completed within twelve (12) months of receiving funds. This timeline is important to help the program remain in compliance with HUD requirements and to ensure that awarded funds are used quickly and effectively.

Submittal of Application
Cities are required to forward submitted applications to HWS staff for an eligibility review prior to consideration by the City Council.

The County will begin accepting applications for the 2026 -2027 CDBG program cycle starting September 29, 2025. All applications must be submitted in their entirety by 5:00 PM (PST) on Thursday, December 18, 2025.

All applications must be mailed (postmarked) or hand-delivered to:

Riverside County HWS
ATTN: CDBG Program
3403 10th St., Suite 300
Riverside, CA 92501

CDBG applications for the 2026-2027 program year that are received after the deadline date and time will not be accepted.

Cooperating Cities submitting their applications in person or through a third-party courier can request a receipt at the time of delivery.

Individuals with hearing or speech disabilities may contact the CDBG program staff by utilizing the California Relay Service (711).

ALL APPLCATIONS from the cooperating cities must be submitted using the County approved, paper application. All CDBG applications from the cooperating cities must be submitted to HWS no later than 5:00 PM PST on Thursday, December 18, 2025.

You must submit two (2) copies of each application, one original and one copy.

Questions, Technical Assistance, and Applications

For information or questions regarding the County’s CDBG program, the 2026-2027 CDBG application cycle, or for questions or assistance with the application, please contact Susana Orozco at [email protected] or 951-955-5933 or Nicholas Fonosch at [email protected] or 951.955.5936.

102

Individuals with hearing or speech disabilities may contact the CDBG program staff by utilizing the California Relay Service (711).

APPLICATION REVIEW AND SELECTION PROCESS
Cities are required to forward submitted applications to HWS staff for an eligibility review prior to consideration by the City Council. HWS Community Housing Development staff is responsible for pre- screening all CDBG grant applications to ensure compliance with federal regulations. Applications deemed eligible are then evaluated for recommendation based on several factors, including prior ity needs and local objectives outlined in the County’s Five-Year Consolidated Plan, community feedback gathered through the public participation process, the cost -effectiveness of the proposed project (including the leveraging of CDBG funds with other resources), and the applicant’s past grant performance, if applicable. The Cooperating Cities establish their own application process and make their own decisions regarding CDBG funding . All cooperating city applications are subject to HWS review and approval by the Board of Supervisors.

VII. ANTICIPATED ANNOUNCEMENT, AWARD DATE, AND NOTICE
The Board of Supervisors for the County of Riverside approves the final 2026-2027 One Year Action Plan of the 2024 -2029 Five Year Consolidated Plan. This is anticipated to occur in June or July of 2026, during a regular meeting. The One Year Action Plan is then submitted to the U.S. Department of Housing and Urban Development (HUD) for review and approval by the August 16, 2026, deadline.

The City will be formally notified by letter, which will specify the award amount and state that this notice does not authorize commencement of work or the incurrence of costs. The letter will also advise the cooperating City that a supplemental agreement will be prepared and transmitted in the near future, accompanied by additional instructions.

VIII. POST AWARD REPORTING REQUIREMENTS
The reporting requirements for all cooperating cities and their subrecipients of CDBG funds are designed to align closely with the program's National Objective requirements. These requirements specify the type, amount, frequency, format (either paper or electronic), and level of detail needed, all tailored to the particular use of the funds and the related National Objective. To ensure full compliance, all of these specific reporting details will be stated in the supplemental agreement.

POINTS OF CONTACT
For information about the CDBG program or the 2026-2027 application cycle, please contact the following:

Nicholas Fonosch, Office Assistant Susana Orozco, Principal Development Specialist 3403 10th St. Suite 300 3403 10th St. Suite 300
Riverside, CA 92501 Riverside, CA 92501
(951) 955-5936 (951) 955-5933
[email protected] [email protected]

Juan Garcia, CDBG/HOME/ESG, Deputy Director
Riverside County Department of Housing and Workforce Solutions

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ATTACHMENT I
Additional Federal Requirements
Whereas, the work under this Agreement is subject to applicable Federal, State, and local laws and regulations, including but not limited to the regulations pertaining to the Community Development Block Grant (24 CFR Part 570) , the Uniform Administrative Requirements, Cost Principles and Audit Requirements for Federal Awards (2 CFR Part 200) and the Consolidated Plan regulations (24 CFR Part 91) . All contractors, sub -contractors, consultants, and sub - consultants agree to comply with, and are subject to, th e following Federal requirements (if applicable):

1. Equal Employment Opportunity: Compliance with Executive Order 11246 of September 24, 1965, entitled "Equal Employment Opportunity", as amended by Executive Order 11375 of October 13, 1967, and as supplemented in Department of Labor regulations (41 CFR chapter 60). The Contractor/Consu ltant will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. Contractor/Consultant will ensure that all qualified applicants will receive considerati on for employment without regard to race, color, religion, sex or national origin. The Contractor/Consultant will take affirmative action to ensure that applicants are employed and the employees are treated during employment, without regard to their race color, religion, sex, or national origin. Such actions shall include, but are not limited to, the following: employment, up -grading, demotion, or transfer; recruitment or recruitment advertising; rates of pay or other forms of compensation; and selection f or training, including apprenticeship. The Contractor/Consultant agrees to post in a conspicuous place, available to employees and applicants for employment, notices to be provided by the County setting forth the provisions of this non-discriminating clause.

2. Copeland “Anti -Kickback” Act (18 U.S.C. 874 and 40 U.S.C. 276c ): All contracts and subgrants in excess of $2,000 for construction or repair awarded by recipients and subrecipients shall include a provision for compliance with the Copeland “Anti -Kickback” Act (18 U.S.C. 874), as supplemented by Department of Labor regul ations (29 CFR part 3, “Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”). The Act provides that each contractor or subrecipient shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. The recipient shall report all suspected or reported violations to HUD.

3. Section 3 of the Housing and Urban Development Act of 1968 (12 U.S.C. 1701u), as amended, and implementing regulations at 24 CFR Part 75 : To the greatest extent feasible and consistent with existing Federal, State, and local laws and regulations, recipients, subrecipients, contractors, and subcontractors undertaking construction projects funded (in whole or in part) with CDBG assistance an d meeting applicable thresholds shall provide employment, training, and contracting opportunities to low - and very lo w-income persons, particularly those who are recipients of government assistance for housing, and to businesses that provide economic opportunities to such persons. The SUBRECIPIENT must include the Section 3 Clause, as set forth in 24 CFR § 75.19, in all applicable contracts and subcontracts. Reports of compliance must be submitted in the manner prescribed by HUD and the County. 104

4. Davis-Bacon Act, as amended (40 U.S.C. §§ 3141 –3148): When required by Federal program legislation, all construction contracts awarded by the recipients and subrecipients of more than $2,000 shall include a provision for compliance with the Davis -Bacon Act (40 U.S.C. 276a to a-7) and as supplemented by Department of Labor regulations (29 CFR part 5, “Labor Standards Provisions Applicable to Contracts Governing Federally Financed and Assist ed Construction”). Under this Act, contractors shall be required t o pay wages to laborers and mechanics at a rate not less than the minimum wages specified in a wage determination made by the Secretary of Labor. In addition, contractors shall be required to pay wages not less than once a week. The recipient shall place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation and the award of a contract shall be conditioned upon the acceptance of the wage determination. The recipient shall report all suspected or reported violations to HUD.

5. Contract Work Hours and Safety Standards Act (40 U.S.C. §§ 3701 –3708): Where applicable, all contracts awarded by recipients in excess of $2000 for construction contracts and in excess of $2500 for other contracts that involve the employment of mechanics or laborers shall include a provision for compliance with Sections 102 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327–333), as supplemented by Department of Labor regulations (29 CFR part 5). Under Section 102 of the Act, each contractor shall be required to compute the wages of every mechanic and laborer on the basis of a standard workweek of 40 hours. Work in excess of the standard workweek is permissible provided that the worker is compensated at a rate of not less than 1 1/2 times the basic rate of pay for all hours worked in excess of 40 hours in the workweek. Section 107 of the Act is applicable to construction work and provides that no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence.

6. Rights to Inventions Made Under a Contract or Agreement : Contracts or agreements for the performance of experimental, developmental, or research work shall provide for the rights of the Federal Government and the recipient in any resulting invention in accordance with 37 CFR part 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by HUD.

7. Rights to Data and Copyrights: Contractors and consultants agree to comply with all applicable provisions pertaining to the use of data and copyrights pursuant to 48 CFR Part 27.4, Federal Acquisition Regulations (FAR).

8. Clean Air Act (42 U.S.C. 7401 et seq .) and the Federal Water Pollution Control Act (33 U.S.C. 1251 et seq.), as amended: Contracts and subgrants of amounts in excess of $100,000 shall contain a provision that requires the recipient to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401 et seq.) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251 et seq.). Violations shall be reported to HUD and the Regional Office of the Environmental Protection Agency (EPA).

9. Byrd Anti-Lobbying Amendment (31 U.S.C. 1352): Contractors who apply or bid for an award of $100,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for 105

influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered b y 31 U.S.C. 1352. Each tier shall also disclose any lobbying with non -Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to-tier-up to the recipient.

10. Debarment and Suspension (E.O.s 12549 and 12689): No contract shall be made to parties listed on the General Services Administration's List of Parties Excluded from Federal Procurement or Non -procurement Programs in accordance with E.O.s 12549 and 12689, “Debarment and Suspension,” as set forth at 24 CFR Part 24. This list contains the names of parties debarred, suspended, or otherwise excluded by agencies, and contractors declared ineligible under statutory or regulatory authority other than E.O. 12549. Contractors with awards that exceed the small purchase threshold shall provide the required certification regarding their exclusion status and that of their principal employees.

11. Drug-Free Workplace Requirements: The Drug-Free Workplace Act of 1988 (41 U.S.C. §§ 8101–8106) requires grantees (including individuals) of federal agencies, as a prior condition of being awarded a grant, to certify that they will provide a drug -free workplace. Each potential recipient must certify that it will comply with drug-free workplace requirements in accordance with the Act and with HUD's rules at 24 CFR Part 2429 (subpart F).

12. Access to Records and Records Retention: The Consultant or Contractor, and any sub - consultants or sub -contractors, shall allow all duly authorized Federal, State, and/or County officials or authorized representatives access to the work area, as well as all books, documents, materials, papers, and records of the Consultant or Contractor, and any sub-consultants or sub- contractors, that are directly pertinent to a specific program for the purpose of making audits, examinations, excerpts, and transcriptions. The Consultant or Contractor, and any sub - consultants or sub -contractors, further agree to maintain and keep such books, documents, materials, papers, and records, on a current basis, recording all transactions pertaining to this agreement in a form in accordance with generally acceptable account ing principles. All such books and records shall be retained for such periods of time as required by law, provided, however, notwithstanding any shorter periods of retention, all books, records, and supporting detail shall be retained for a period of at least four (4) years after the expiration of the term of this Agreement.

13. Federal Employee Benefit Clause (41 U.S.C. § 6306) : No member of or delegate to the congress of the United States, and no Resident Commissioner shall be admitted to any share or part of this agreement or to any benefit to arise from the same.

14. Energy Efficiency: Mandatory standards and policies relating to energy efficiency which are contained in the State energy conservation plan issued in compliance with the Energy Policy and Conservation Act (Pub. L. 94A 163, 89 Stat. 871).

15. Procurement of Recovered Materials (2 CFR 200.322.): A non-Federal entity that is a state agency or agency of a political subdivision of a state and its contractors must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Sec tion 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest 106

percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired by the preceding fiscal year exceeded $10,000; procur ing solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines.

16. Build America, Buy America (BABA) Act: The Grantee must comply with the requirements of the Build America, Buy America (BABA) Act, 41 USC 8301 note, and all applicable rules and notices, as may be amended, if applicable to the Grantee’s infrastructure project. Pursuant to HUD’s Notice, “Notice of Public Interest Phased Implementation Waiver for FY 2022 and 2023 of Build America, Buy America Provisions as Applied to Recipients of HUD Federal Financial Assistance” (88 FR 17001), any funds obligated by HUD on or after the applicable listed effective dates, are subject to BABA requirements, unless excepted by a waiver.

17. Violence Against Women Act (VAWA): VAWA provides housing protections for survivors of domestic and dating violence, sexual assault and stalking (‘domestic violence”). VAWA 2022 reauthorizes, amends, and strengthens the VAWA of 1994, as amended (Pub. L. 103-322, tit. IV, sec. 40001 -40703; 3 4 U.S.C. 12291 et seq.) HUD’s implementing regulations for VAWA’S protections, rights, and responsibilities are codified in 24 CFR part 5, subpart L, and related provisions in HUD’s program regulations (HUD’s VAWA regu lations). VAWA 2022 amendments took effect on October 1, 2022, and the 2022 VAWA reauthorization includes new implementation requirements. Grantees, subrecipients and developers shall ensure compliance with all requirements of VAWA including but not limited to: (a) Assure domestic violence survivors are not denied assistance as an applicant, or evicted, or have assistance terminated as a tenant because applicant or tenant is or has been a victim of domestic violence; (b) Implement an emergency transfer plan allowing domestic violence survivor to move to another safe and available unit; (c) Provide protections against denial, terminations, and evictions that directly result from being a victim of domestic violence; (d) Implement a low barrier certification pr ocess and allow self - certification of domestic violence. Applies when federal financial assistance is provided for housing/subsidies (not every CDBG project, unless tied to housing programs).

18. Section 109 of the Housing and Community Development Act of 1974 (42 U.S.C. 5309), and implementing regulations at 24 CFR Part 6: No person in the United States shall, on the grounds of race, color, national origin, religion, or sex, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with CDBG funds. This prohibition applies to all recipients, subrecipients, contractors, and subcontractors engaged in activities assisted with CDBG funds.

19. Executive Order 13166, “Improving Access to Services for Persons with Limited English Proficiency,” and HUD Guidance: Recipients and subrecipients of CDBG funds shall take reasonable steps to ensure that persons with limited English proficiency (LEP) have meaningful access to programs and activities. This includes assessing language needs in the service area, providing or al and/or written translation where necessary to ensure meaningful access, and maintaining records of actions taken to comply.

20. The Housing and Community Development Act of 1974, as amended, and the regulations issued thereto;

21. Executive Order 11063, as amended by Executive Order 12259, and implementing regulations at 24 CFR Part 107;

107

22. Section 504 of the Rehabilitation Act of 1973 (PL 93 -112), as amended, and implementing regulations;

23. The Age Discrimination Act of 1975 (PL 94-135), as amended, and implementing regulations;

24. The relocation requirements of Title II and the acquisition requirements of Title III of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, and the implementing regulations at 24 CFR Part 42;

25. The labor standard requirements as set forth in 24 CFR Part 570, Subpart K (these include Davis-Bacon, CWHSSA, and Copeland Act requirements, as applicable) and HUD regulations issued to implement such requirements;

26. Executive Order 11988 relating to the evaluation of flood hazards and Executive Order 11288 relating to the prevention, control, and abatement of water pollution;

27. The flood insurance purchase requirements of Section 102(a) of the Flood Disaster Protection Act of 1973 (PL 93-234);

28. Title VI of the Civil Rights Act of 1964 (PL 88-352) and implementing regulations issued at 24 CFR Part 1;

29. Title VIII of the Civil Rights Act of 1968 (PL 90-284) as amended;

30. The lead-based paint requirements of 24 CFR Part 35 issued pursuant to the Lead -based Paint Poisoning Prevention Act (42 USC 4801, et seq.).

31. The Homeless Emergency Assistance and Rapid Transition to Housing Act of 2009 (HEARTH Act), Public Law 111 -22, Title IV of the McKinney -Vento Homeless Assistance Act (42 U.S.C. 11371 et seq.), and the Housing and Community Development Act of 1974, as amended, and the regulations issued thereto (ESG Only) ;

32. Executive Orders 11625, 12432 and 12138. Consistent with HUD's responsibilities under these Orders, the SUBRECIPIENT must make efforts to encourage the use of minority and women's business enterprises in connection with ESG activities;

33. SUBRECIPIENT shall establish and maintain a procedure through which homeless individuals will be informed that use of the facilities and services is available to all on a nondiscriminatory basis;

34. SUBRECIPIENT agrees to abide by and include in any subcontracts to perform work under this Agreement, the following clause: "During the performance of this Agreement SUBRECIPIENT and its subcontractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, physical handicap, medical condition, marital status, age (over 40) or sex. SUBRECIPIENT and subcontractors shall ensure that the evaluation and treatment of the ir employees and applicants for employment are free of such discrimination. SUBRECIPIENT and subcontractors shall comply with the provisions of the Fair Employment and Housing Act (Government Code, Section 12900 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code, Section 12990, set forth in Chapter 5 of Division 4 of Title 2 of the California Administrative Code are incorporated into this Agreement by reference and made a part hereof as if set f orth in full.

SUBRECIPIENT and its subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement."; and

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35. During the term of this Agreement, SUBRECIPIENT and its subcontractors, if any, shall not deny the benefits rendered hereunder to any person on the basis of religion, color, ethnic group identification, sex, age, or physical or mental disability.

36. Floodplain Management and Wetlands Protection (24 CFR Part 55): All CDBG-assisted activities must comply with HUD’s floodplain management regulations at 24 CFR Part 55, which implement Executive Order 11988 (Floodplain Management) and Executive Order 11990 (Protection of Wetlands).

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AGENDA STAFF REPORT

City Council Meeting

CONSENT CALENDAR

Agenda Item No. 11.7
January 14, 2026
Construc)on Contract Amendment and Professional Services Agreement Amendment for Median Improvement Project – Phase 2 at Cantu Galleano Road, Archibald Avenue, and River Road Prepared By:

Jimmy Chung, Public Works Director/City Engineer
Recommended Action(s)
Staff recommends that the City Council:

1 .

Approve Amendment No. 1 to the Construc%on Contract with Superb Engineering, Inc. increasing the authorized con%ngency from 10% ($83,531.70) to 15% ($125,297.55) of the original bid amount of $835,317.00, resul%ng in a new total authorized contract amount of $960,614.55 (an increase of $41,766.55 from the original authorized amount of $918,848.00); 2 .

Approve Amendment No. 1 to the Professional Services Agreement with Z&K Consultants increasing the not-to-exceed amount by $38,379 (from $82,720 to $117,112) for addi%onal construction management, inspection, and project administration services required; 3 .

Authorize the City Manager to execute the Contract Amendment No.1 with Superb Engineering, Inc., Amendment No. 1 to the Professional Services Agreement with Z&K Consultants, and all related documents; and
4 .

Find that the addi%onal work is within the scope of the original project and remains exempt from further CEQA review under Categorical Exemption 15301 (Existing Facilities).

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Summary
On May 14, 2025, the City Council awarded the Median Improvement Project - Phase 2 construc%on contract to Superb Engineering, Inc. (Contractor) in the amount of $835,317 plus a 10% con%ngency for a total authorized amount of $918,848 and approved a Professional Services Agreement with Z&K Consultants (Z&K) in an amount not-to-exceed $82,720 for construc%on management and inspec%on services. Phase 2 consists of the installa%on of landscaping and irriga%on systems at three newly constructed medians at Cantu Galleano Road, Archibald Avenue, and River Road. Phase 2 also includes the installa%on of two monument signs at the medians of Cantu Galleano Road and River Road, as well as new street lighting along River Road.

A No%ce to Proceed was issued to Superb Construc%on on June 28, 2025. To date, Superb Engineering, Inc. has completed all Phase 2 work with the excep%on of the street ligh%ng and the installa%on/connec%on of the irriga%on meters. During the course of the work, the Contractor has encountered several unforeseen condi%ons and delays that have impacted the project schedule and required additional effort. These include:

Unanticipated soil conditions requiring additional compaction, grading, and import of material Expanded electrical scope for new street lighting along River Road and Baron Drive Streetlight poles ordered in early August 2025 were delayed un%l mid-January 2026
,
extending the overall project duration by approximately four months

Addi%onally, the Homestead Land Development project (Dermody Proper%es) was condi%oned to install a median monument on Archibald Avenue north of Limonite Avenue. The developer elected to pay an in-lieu fee of $44,081.01 to the City, transferring the installa%on responsibility to the City.

It was determined that adding this monument to the current Superb Engineering contract is the most efficient and cost-effective approach for completing the installation at this location.

To ful
ly accommodate the previously approved and validated extra work, as well as the newly added monument, while providing a reasonable buffer for minor future field adjustments, staff recommends amending the contract to increase the authorized con%ngency to 15% of the original bid amount ($125,297.55). This results in a new total authorized contract amount of $960,614.55.

Total Contract Price from
the Original Contract
$835,317.00
10% contingency from the
Original Contract
$83,531.70
Proposed Increase to 15%
Contingency (additional
5%)
$41,765.85
Total Contract
$960,614.55

Z&K is providing general construc%on management and inspec%on services for the project to ensure the Contractor’s work meets the City’s quality standards and procedures. Z&K’s original fee was based on 45 working days. The unforeseen condi%ons and delays described above have required addi%onal resources and manpower. As a result, Z&K has submiMed a change order request for $38,379, increasing the contract’s not-to-exceed amount from $82,720 to $117,112. 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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To ensure the work can be completed without further delay, staff requests Council approval of the contract amendments as described above.

Background
The Median Improvement Project aims to enhance traffic safety and community aesthe%cs by installing new raised landscaped medians at three key loca%ons (see original AMachment 1 – Location Map):

Cantu Galleano Road between Hamner Avenue and Goodman Way Archibald Avenue between Corbin Drive and the existing raised median to the north River Road at Baron Drive

The project is constructed in two phases. Phase 1 (hardscape installa%on including median curbs and conduits) was awarded to Hardy & Harper on November 13, 2024 and successfully completed in late April 2025. Phase 2 was awarded to Superb Engineering, Inc. on May 14, 2025 with an an%cipated construction duration of 45 working days.

Environmental
The project remains categorically exempt under CEQA Guideline §15301 (Exis%ng Facili%es). The addi%on of one median monument within an already-constructed raised median and the minor scope/time extensions do not alter the exemption. No further CEQA review is required.

Strategic Plan Action - Priority Level: 2
| Target #: E
| Goal #: F
Create a walkable community.

Fiscal Impact
The Median Improvement Project – Phase 2 is included in the 2025–26 Capital Improvement Program. Project funding has been allocated based on scope, with Project 93036 used for streetlight installa%on and Project 94010 used for median monument furnishing and installa%on. The total fiscal impact of the proposed ac%on is $80,145.55. To accommodate this cost, an adjustment to the fiscal year 2025-26 Capital Improvement budget is required for the accounts with a nota%on in the "Requested" column below. The requested budget items will be addressed through the mid-year budget. There is adequate fund balance to cover the requests.

Project
Number
Funding
Source
Account
Adopted FY25-
26 Budget
Requested
(Mid year
adjustment)
Total
93039
Gas Tax
200-500-
6660-93039
$370,000.00

$370,000.00
93039
Measure A
210-500-
6660-93039
$542,351.98
$44,652.18
$587,004.16
94010
Measure A
210-510-
6660-94010
$240,413.00

$240,413.00
93036
Measure A
210-510-
6660-93036
$150,000.00

$150,000.00
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Developer
In-lieu Fees
800-000-
2302

$44,081.01
$44,081.01

Prior City Council/Commission Action
On October 11, 2023 City Council approved Task Order No. 1 for the initial design of the median.

On April 10, 2024, City Council provided staff with a direc%on on a preferred traffic safety op%on for the River Rd median. On November 13, 2024 city council awarded a construc%on contract to Hardy and Harper Inc for the construction of Phase 1.

On May 14, 2025 city council awarded a construc%on contract to Superb Engineering for the construction of Phase 2.

Attachment(s)
Attachment 1 - Location Map
Attachment 2 - Construction Contract with Superb Engineering

Attachment 3 - First Amendment to Contract with Superb Engineering

Attachment 4 - Change Order for Monument Sign
Attachment 5 - Professional Services Agreement
Attachment 6 - First Amendment to Agreement with Z&K

Attachment 6.1 - Exhibit A to First Amendment - Z&K Amendment Request 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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S a n B e r n a r d i n o C o u n t y
O n t a r i o C i t y L i m i t
CHINO
Eastvale
City
Lim
it
Norco
City
Lim
it
S a n t a A n a R i v er
E a s t v a l e C i t y L i m i t
E a s t v a l e C i t y L i m i t

BARON DR
2ND ST

RIVER RD
68TH ST

BELLEGRAVE AVE
6TH ST

LIMONITE AVE LIMONITE AVE
2ND ST
5TH ST

CITRUS ST

CHANDLER ST

SCHLEISMAN RD
SUM
NER
AVE

HARRISON
AVE
65TH ST 65TH ST

ARCHIBALD
AVE

ARCHIBALD
AVE
HAM
NER
AVE
HAM
NER
AVE
I15
N
I15
N
I15
S
I15
S
I15
S

LIMONITE AVE

RIVERBLUFFSLN

HARRISON AVE

BELLEGRAVE AVE
65TH ST

OAKDALE ST
68TH ST

AMBERHILL AVE

NATOMAST

BECKETTFIELD
LN

HEALYLAKE ST

HAVENSIDE CT

LYRA RD

MISSISSIPPI DR

BELLATRIX DR
58TH ST

IRISBEND AVE

STONY RIVER CIR
FIELDM
ASTER

ESTRELLAST

FRONTERA WAY

CHESTERFIELD
CT

HOMECOM
ING
CIR

FOUNTAI N DR

BLOSSOM WAY
COPPER
SKY

CONSTELLATION ST
LIVE
OAK
DR

SAGE BRUSH CIR
RO
YALW
OODS
CIR

DUSK LN

LARKDALE
CIR

PLANETARY RD

NUFFIELD CT

MONTEREY CIR

ROSEBUDDR

HEREFORD LN

LIMONITE AVE

SNOW BUNTING
CT

BAYSIDE CT

PLUMERIA CT

SENDERO AVE
M

OON SHADO
W
CT

RYLEE DR

CIELO CT

TANCY CT

CASCADE CT

GOLDFINCH CIR

FALLING RIVER CT

NASSAU CT
M

OUNTAIN
VIEW
CIR

BLAISDELL CT

COCO CT

LUCKY CT

BANYON TREE CT

KITE CT

CHAPARRALDR

PRAIRIE CIR

BENELLI CT

KOA WOOD CT

MAPLEWOOD CT

FALLINGSTAR CT

BURRAGE ST

TOMMY CT

CLEAR WATER CIR

CARNIVAL CT

BASSET CT

SALERS CT

MYSTIC CLOUD CT

HIGH COUNTRY
CIR

PEACHTREE
DR

CASPIAN CT

DUTCH CT

CALLA LILY CIR

WOODEN GATE WAY

SPANIEL CT

SAMILIN CIR

ARBORCIR
M

AYFIELD ST

SUGARCREEK CIR
HAZELW
OOD
DR

CORVALISCT

TROUTMAN CIR

IVYWOOD CT

BRACE ST

BEVERLY HILLS CT

FINISH DRAFT CT

SILVERTON CIR
NOBURY
CT

MAYFAIRCIR
M

ONTECITO LN

CECILLE CIR

CHEJU CIR

BLOSSOM WAY

BRETON CT

CHAROLAIS
CT

LONGLEAF CT

STANDARDBRED
CIR

CENTAURUS DR

LONETREE CT

DANCY ST

BAY BRIDGE RD

EARLY CRIMSON ST

CALEDONIA CT

LEMAITRE DR

LICHEN DR

TERRAPIN WAY

SHADY DR

WHITE HORSE CT

HIGHBURY W
AY
TAW
NY OW
L CT

BLACKMOOR CT

ORINDA DR

GOLDENEAGLECT

APRICOT TREE LN

GLADIOLAST

ADAGIO CT
BERRY
CREEK
ST

ASHCROFT CIR

ALEXIS CIR

ORION CT

FRENCHTROTTER DR

HALL AVE

MARYLAND AVE

PEACOCK CT

PICTOR CT

VOLANS CT

ELK RIDGECT

EDGE MONT
DR

KNIGHTSBRIDGE CT

FLINT CIR

COUNTRY FAIR DR

PELICAN PEAK CT

OATFIELD AVE

MIRADA CT

GLEN ECHO CT

SILVERLAKES CT

STOCKTONDR
W

ELLS SPRINGS ST
FINCH
ST
HERTZ
PL
BEACHW
OOD
DR

TONY CT

OAKVALE CIR

BLUE SKY CT

PUMICE CTBLUESTONE CT

RAMBLEWOOD CT

BUTTERWOOD CT

MOUNTAIN BREEZE CT
TALLOW

TREE CIR

BERRYHILL
DR

SWAN LAKE MOBILE HOME PARK

RUBY CT

SHORTHORNE DR
BADGER
LN

SPRINGVALE CT

SEAVERCT

KENAI CT
SLATE
CREEK
RD

WOODSHIRE GLEN
CT

SHELBURNE CT

EVENING SUN CT

STARDUST CT
M
O
RN
ING
DAW
N CT

ESTRELLA CT
LARRY
DEAN
ST

RIMMON RD

SADDLEBRED CT

CADENZA DR
BUSHM

ASTER ST

PLEASANT HILL CIR

MONTE VISTA CT

ROSEWOOD CIR
COPPER
SKY
M

ICAH ST

AVEN CT

GREAT FALLS ST

CAMBRIA
DR

OAK TREE LN

CAMP ROCK ST

ELLIS PARK TRL

TRADING POST CT

CALITERRA
CT
PALM
CIR
M

OONRIVER ST

CABELA ST

ROLLING MEADOW ST

GANNET ST

GROUSE ST

KASSELL RD

CAVALRY CIR
W

HIMBREL DR
MORAB
ST
GOLD
DUST
ST

PIONEER CT

OSPREY ST

HIDDEN RIVER

ALMOND GROVE CT

BLUE RIVER CT
CO
BBLE
LN

LAKEV I EW
CIR

POST ST

GREENWARD CT

ONYX CT

BAYRIDGE ST

MAYCRESTAVE

PRAIRIE
MEADOW
RD

DELLBROOK ST
SWAN

LAKEMOBILE HOME PARK
RAPIDS
DR

STAR RUBY AVE

KING ARTHUR
DR

BAY CIR

BITTERCRESS WAY

GRAND RIVER CIR

GATHERING PL

CALF ST

SHADY TREE ST

FESTIVE DR

LAUREL DR

OAK LEAF DR

BOXWOOD
DR

TRAIL RIDERS W
AY

MERIDIAN CT

GALE LN

HEATHGROVE DR

CALINA LN

JADE CT

KENSINGTON CT

LANDERWOODDR
OAK

CREST CIR

ESTONIAN
DR

WOODCREST CT

GOLD SPIRIT ST
M

ARIGOLD ST

PEACHBLOSSOM ST

DIAMOND
BACK
RD

MERRY MEADOWSDR
HOLLIS
ST

CEDAR CREEK RD

EXCALIBUR
DR

LOGSDON DR
W
AKE

FORESTDR

ORANGEVALE AVE

IVY GLEN DR

LONGBRANCH ST

VALENCIA
ST

TARAH ST

STONEBROOK CT

BLUE ROCK CT

SOARING
BIRD
CT

HUNTERVALE DR

JUBILEE PL

LARGODR

NILE WAY
GOLDY
ST
HARM
ONY
DR

CEDAR CREEK RD

WALNUTGROVEAVE

RISINGSTAR DR

MUSTANG WAY

ORANGE ST

WEEPING WILLOW CT

TISDALEST
BADM
INTO
N
ST

WHITELILY ST

GOLDEN BIT ST

FIELDSTREAM
CT

FOUNTAINBROOK
LN

GOLDEN DR

ODYSSEY WAY

ALVARADO LN

GLAZIER LN

EDGEWOOD DR
NO

RTHVIEW
ST

PRAIRIE ROSE LN

LITTLE RIVER RD

OUTBACK WAY

BALTIMORE ST

ASPEN LEAF LN

FOXTROT WAY
SUM

NER AVE

CROSSFIRE CT

SUNNY SPRING
S ST

ROBINBROOK CT
BLUFF
VIEW
LN
MEADOW
S
W
AY
FARM
ALL W
AY

NORTHFORK DR

SHOREHAM
ST

SHADYSIDE
W
AY

DELICIOUS W
AY

THORNBURY LN

BYXBEE CT

AGATE CT
GR

AND PRAIRIE TRL
RO
SEW
O
O
D CIR
RETAM
A ST

QUAIL RUN RD
W

ATERLINE
RD

QUARTER HORSE DR

RIO BRAVO AV
E

STARFLOWER ST
AM
BER
DR

PHEASANT KNOLL RD

WALTERS ST
INDIAN
CANYON
CIR
CEDANO
LN

FULLERRANCH
RD

PRAIRIE SMOKE RD

LUNA ST

ORCHID DR

COLEMAN CT

OLMSTEAD ST

COTTAGE
GROVE
DR

KALY CT

SIENNA PL

ITHICA DR

GULFSTREAM CT

FALLSGROVE DR

EDINBURGH RD

CAXTON ST

ANJOU ST

ALTFILLISCHCT
GRANJA
VISTA
DEL
RIO

DORSETT GOLDEN ST
COYOTE
TRAIL
LN

SUMTER ST

NIGHTINGALE CT

STILLBRO
OK
W
AY

MALLORY CT
IRON

HORSELN
M

ADDOX CT
W

OLFHOUND ST

PINTAIL LOOP

MORNING
HILLS
DR
TIG
ARD
LN

CAYUGA W
AY
CORONA

VALLEYAVE

HEISLER ST

STERN CT

SANDHILL CRANE RD

GOOSE ST

FALL CREEK DR

EVERGLADES ST

L A PRADERA WAY
HILL

GROVEST

PORT ARTHUR DR

FOXPOINT
CT
BENGAL
WAY

BLOSSOM WAY
M

ULAN ST

CONCERTO DR

NARCISSE
DR

PRIMROSE RD

BLUE RIBBON LN

SETTLERS

RIDGECT

REDWOOD VALLEY RD

HONEY B
RO
O
K
CT

STRATUS CT

CHANNEL CT

VILLAGE DR

COLDBROOK CIR
HAM

NER AVE

SIMAS CT

MEADOWVALE ST

BLUEBELL
ST

TERP CT

BLUE CRAB CT

JERSEY ST

LANCELO
T
DR
NO

RTHLANDS RD

FLAGSTAFF DR

LEIGHTON
DR

ALDERGATEDR
GYPSUM
CREEK
DR
HO

LLYHEATH CT
W
HITEW
ELL RD

FIELDMASTER ST

FAIRLANE AVE
GR
O

UND IVY CT

HIDDEN WATER RD

TABLE BLUFF CIR

BALLAD DR
PEACH
AVE
W
HITE

CLOVER WAY

CANTERW
O
O
D CT

CEDAR GROVE CT

ROUNDWOOD DR

RETRIEVER ST

SELBY AVE
VALLEY
CREEK
ST

ORTEGA CT
CLEM
SON
DR
DOVE
VALLEY
W
AY

ANNA CT
W

ILD LUPINE RD

RUNYON DR

HARVEST VALLEY AVE

CABRILLO
WAY

SYMPHONY DR

ANZA VISTA CT
ASHW
ELL CT

LEILANI CT

FAIRCHILD DR

ANNANDALEPL

BRIDGEWATER DR LIVEOAKDR

HEISLER ST
RONDO
DR

DEL REY CT

SWAN LAKE AVE

BEECHWOOD CT

EVERGREEN DR

SERENADEDR
RAE CT
HOOPER
BAY
RD

LINDSEY CT

CANDRA DR

ALDERWOOD AVE

ROSELAICT

VILLA RO
SA CT
COBBLE
CREEK
DR

PLAYFAIRW
AY

GOLD CREEK DR

BECKER DR
SW
IFTW
ATER
CT
HOP
CLOVER
RD

GOLDEN NECTAR CT

FOXHOLLOW CIR

PIMLICO
PL

SOLEIL DR

KENTON PL

ENCLAVEDR

HAWTHORNE AVE

PATTISONST
ELM
GROVE
AVE
W

ILDFLOWER
CT
MULAN
ST

CHLOECT

WIND CHIME PL
ELIAS
ST

MONET DR

EASTVALEPKW
Y

THERESA ST

CATTLEMAN
DR

THOROUGHBRED CT

OPERA CT

LOURENCO LN
EMM
ERDALE
ST

CAROLINAS
LN

BRAMBLE ST

GREENRIVER DRM

OONFLOW
ER
DR
M
C
KENZIE
CT

ACEY ST
LEANNE
ST

PIAZZA CT

KIWI AVE

LINNEA ST
ANGUS
ST

TREASURE
DR
OLD
PEAK
LN
ROSEW
OOD W
AY

HIDDEN VALLEY ST

PEACH GROVE LN

CORTLAND ST

WOODLANDS ST

COOL SPRINGS ST

LILYROSE STBEAVER CREEK DR

FESTIVAL
W
AY

OLITE DR

HAZELNUT DR

GLORY DR
BAY ST

BURBANK RD
ALPINE
ST

COFFEEBERRY DR

STAFFORD ST

CRIPPLE CREEK
DR

SNOWDROP ST

NUT GROVE AVE

KOURTNEY CT

NICOLE CT

PRAIRIE ISLAND CIR PARKWOOD AVE
STONE
BROOK
DR

RIO LOBO CIR

LONSDALE
CT

STONEGATE DR
M

AGGIE LN

FOOTHILL DR

JACK LN

DANDELION ST

FUJI ST

ANGELINE
FALLS
W
AY
W
HITE M

ESA CIR
W

ESTERLY W
AY

SPINDLEW
OOD DR

LAURELWOODAVE

MANDEVILLE CT

ROCKROSE CT CANYON CREST
W

OODPIGEON
RD

SUNGOLD AVE
PINEW
OOD CT

DEER CANYON

LIMESTONE LN
RED
G
OLD
ST

DESI LN
VALLEY
M
EADO
W
AVE

LONGHORNEDR
JASPER
DR
W

HISPERW
IND DR
PEAR
AVE

PROSPECTOR CT

MURWOOD

COOL MEADOW DR

BLACK HORSE ST

MEADOWBROOK LN

CLORIS ST

BRIAR ST

NORWEGIAN ST

HUNGARIAN ST

SUNNY BROOK LN

MUSTANG ST

PADDLEW

HEEL DR

ELDERBERRY
AVE

LEMON VALLEY
AVE

SILVERW
OOD DR

CAMPOLINA DR

CARNATION ST

BRIGHT WATER CIR

TURF PARADISE ST
W

ILD ROSE DR

EAGLE RIVER RD
O
SAG
E
RIVER
CT

LUCITE DR
RIVER
DO
W
NS DR
GOLDEN
CLUB
DR

ANNIKA W
AY

MAISEY CT
HARROW
ST
PARK
CIR

EXCELSIOR
DR

RIVER BANK LN

THISTLEDOW
N ST

LYONNAIS ST
M
APLE
GLEN
DR

ROLLING STREAM PL

PAINTED CANYONDR
JAM
ESTOW
N AVE

ASTERLEAF LN

WIND RIVER RD

PINENUT PATH

BITTERSWEET LN

PROMONTORY LN

SILAS PHELPS DR

ARCADIA
ST

CATALINA ST
KING

SLEY CT

BASHKIR ST

LANDINGCT
CLEM

ENTINE DR

AGOURA ST
GAM
EBIRD
ST

EASTERNSHORE DR

RICK LN

AVENLY GLEN WAY
PEBBLE
CREEK
DR

CYPRESS DR

SUGARLOAF DR

ROARING CREEK CIR

BLACKBIRD LN

SERENITY
FALLS
RD

GOLDENROD DR

REDHAVEN
ST
M
EEKER
DR

ALDER DR

GARDENIACT

FALCON RIDGE RD

WISEMANDR

LOST HORSE RD

CAIRO CT

RAINIER AVE
W

INCHESTER CIR

WOODSIDE ST

JIMSONCT

EMMERGLEN WAY

WALTERS ST

CARROLLTON PL
CANOPY
LN

VERNAZZA
PL

NECTARINE AVE

BRIDAL TRAIL CIR

SONGSPARROW RD
W

OODRUSH W
AY

BRIDGE ST

BODINEWAY

SCHOLAR W
AY

HOLLOWBROOK WAY

TIBURON
DR
TOM
SAW
YER W
AY

SHORTHORN DR

SCOUT RANCH RD
TANG
ER LN
M
AX W
AY

RIVERRUN
CT

EMPIRE CT
PETER
W
ILKS
CT

HUDSON RIVER DR

BODEGA CT
YUM

A TERRACE CT

COLEBROOK DR

DALEBROOK DR

WHISPERING HILLS DR
DELAW

ARE RIVER DR
LARSEN
BAY
ST

VIENNA DR

DEER CREEK DR

BURBANK RD

SANSOME CT

TRACEY WAY

ALTAIR CT

PRESIDIO
RD
SEQ
UIN CT

BOULDER
CREEK
DR

NORDLAND DR

APPLE GROVE CT

FEATHER DR

BABBLING BROOK WAY

STOCKTONDR

RIVER RD

HIGHLAND
DR
HELLM
AN AVE

VERONA PL

CLEVELAN

D BAY CT

CACTUS FLOWER ST

RIO GRANDE DR

RIVERGLEN
CT

JASPER LOOP

VIVA DR

IBIS DR
STAM

PEDE ST
W

OODGLEN LN
FOW
LER LN

LAVONDA ST

TOPEKA CT

MCINTOSH CT

KAYAK ST
M

ACKINAW
CT

CAMPFIRE PL

EASTER BAY DR

KERN RIVER DR

DEARBORN ST

PRELUDE ST
REDOAK
DR
TOURM
ALINE
DR
CITRUS

VALLEYAVE

SLEEPY CREEK DR

SERENITY
ST
LOW
ER
CREEK
ST
FERN
CT

FOREST WIN D ST

ARCTICFOXAVE

HOLLAND CT
PINEG
ROVE
PL
TARPAN
CT
W

OOD CANYON CT

ASHFORD M
ILL CT

CREEKSANDCT

SAN REMODR

RIVERBOAT DR

BETHANY CT

WANDERING RILL CT

GRAY HAW K CT

SYDNEY CT

COYOTE VALLEY ST

PERKINS CT

CANTERCOVECT

NORIC CIR

ELLA DR

GREENBELT RD

CASABLANCA CT
M
ARK TW
AIN CT

JANTINA CT

POPPY VIEW CT
PARK
CIR
ROSINE
DR

BRANT CT
A ST

KRISTI LYNN CT

FAIRLANECIR
EG

YPTIAN CT
ROSE M

ARIE LN
LIM
ONIUM
LN

SPRINGCREST
ST

ARCHIBALD AVE

SPRINGWATER LN

BELYNN CT

BLUEFIELD CT

SMITH RIVER RD

MAYBERRY CIR

CORNFLOW
ER CT

CITRUS ST

ASPEN GROVE RD

RUNNING DEER CI R

CURRENT DR
PLUM
AVE

SPRUCE GROVE CT

EAGLEBLUFF LN
JAKE W
AY

BLUE ASH CT
CHERRY
CREEK
CIR

HEATHER LEE ST

JANELLE CIR

BLACKHAWK RD
HAZEL
ST

CRESCENDO
CT
FALL W
AY

LARKSPUR
AVE

RIVERGLEN DR

PRAIRIECREEK PL

REPOSACT

ALEXANDRIA AVE

FLEUVE CIR

SHINKLE DR

VANDEWATER
ST

STRATUS ST
DELAW
ARE
PARK
CT

SORRELLN

GINGER DR

PINE GROVE LN
W

HITE OW
L CT

RIVERBOAT DR

LAKESHOREST

MILANA DR

RICO CT

GINKO CT
AGUA

CLARACIR

FREESIA CT

BRASS RING LN
E
LK

GROVE DR
KAW
EAH CT
ANG

ELS CAM
P CT

PERRY ANN CIR

DOLLY CT

LAUREL CT

SHALLOW BROOK CT

COLDWATER CT

CHARIOT RD

SADDLE CIR

EAST CREEK CT

HENRY ST

EMERALD CANYONCT

PARK CITY DR
BRO

OKSHIRECT

TWIN CREEK CT
LAS
BRISAS
CT

SILVER SADDLE CT

BRUSH CREEK CT
G
ING
ERW
OOD CT
M
OO
NFLO
W
ER
CT

HEATHERWOOD DR

RIVER DOWNS ST
RUBY
GIANT
CT

SOFTWOOD CT

MOSSWOOD CT

TALASI DR

CRIO LLA CIR

BERTS WAY

CANTATA DR

ALDER BROOK LN
S
AGE
W
REN
CT
CASA
DE
M
ARIA
CT

MILTON ST

STILLBROOK W
AY

BARNETT LN

PAUL ST

ROCK ROSE CT

OLDGROVE CIR
LOST
RIVER
RD
M

IDNIGHT
ROSE
CIR

WAGON CREEK WAY

SUNRISECIR
W

HIPPET ST

BLACK FOREST DR

TENNESSEE
RIVER
CT
FISKE
DR

ELYSIAN
CT

AQUILA WAY

QUARRYCREEKCT

ALPACACT

RUBY CANYON DR

RIVERBOAT DR

MERIDIAN ST
M
USK

MALLOWCT
ARM
OUR
CIR
M
ORNING
M
IST
DR
RO
YAL
DIAM
OND
CT
W

ESTCLIFF
W
AY

CHAMPION WAY

CRAIGBURN CIR

ALEXANDRIA AVE
SPICEW
O
O
D CIR

JAMBOREE DR
ELYSSE
ST

ROWEN CT

FLORENCE ST

REBECCA RYAN CT
JAM
ES
RIVER
DR

HUNTERS RUN CT

BALDEAGLEDR
RAFT
CIR
IVY
SPRING
S
CT

SKOKORAT CT

TERRITORY
LN

THISTLE
ST

MARBLEWAY
ERICA
CT

GRAPEWINST

SCHLEISMAN RD

FARMBOROUGHCT
SW
ISS CT

AUTUMNCREEKCT

TRINITY DR

WATERVILLECT

RIVER RD

DEW DROP CT

SNAPDRAGON ST

CHANDLER ST

PERSIMMON CT
BARW
ICK
CT
M

ADERA CT

PLUMMER CREEK
CT

CANOE DR

HOLLYWOOD AVE

SILENT STREAM CT
ROSS
ST

FABIOLA LN

COLUMBIA LN

SALINE DR

COMFORT COVE LN

RIVERTRAILS DR

BISONCT

ESTANCIALN

ORCHARD DR

RASPBERRY CT
W

ATERLILY CT
SW

EET CLO
VER CT
W

INTERBERRY W
AY

COLONIAL
DOW
NS
ST

ROCKCANYON CT

OOSTEN FARMS RD

DEERPATH CIR

POINTER LOOP

OAKHURST
ST

DAIRY ST
SW

AN CREEK DR

KAMELIA ST

BREEZE LN

ANDARAVIDA
RD
W

INDFLOWERCT
COLLEG

E PARK DR
DAPHNE
ST

BURRINGTON ST
DEL
MARCIR

CLEVELAND AVE
HOM

ECOMING DR

CLEAR CANYON
CT
FOURW
INDS
CT

LEGATO CT

TURTLE M

OUNTAIN CIR

EAGLE NEST CT

EVERT DR
G

ERTRUDIS CT
M

ASSYHARRI S WAY
HEAR

T HSTO N
E
CIR

GLOVER CT

STAR GAZER CT

HAIDER CT

KNOWLWOOD CT

IRIS CT
POM

EGRANATE CT

LAVENDER ST

LOWELL ST

CASTLE RD
W

ILD LILAC CT

GOLDCRES T LN

ROCK CREEK CT

GREY HERON CT

LOKAI CT

HALL AVE
RIVER
RD

BRISTOL BAY CIR

SAGEMONT CT
M
O
ON FLO
W
ER DR
BLUE M
IST CT

DRAKE DR

MEADOWSWEETDR
RED

CARDINALCT
BULL

THISTLE
CT

TIGER HORSE CIR

FRANKLIN LN

EL DORADO DR
BRAM
A ST

BARON DR

GRAYLING DR
TW
INSPUR
CT
KISOCT

DAFFODIL CT

LILAC CT

BRYSON AVE

LOTUS ST
LEM
ON G

RASS AVE

WARM CREEK CT
CARICT

ROSEBAY
CT

STARFLOWER CT
POTTER
VALLEY
DR

VERNAL SPRING CT

SHADY KNOLL DR

RYAN LN

JEANNIE ANN CIR

FERN CRE EK
CT

DEEPWATER BEND RD

BRIANHEAD
DR

PANTANERIO
DR

APPLEMOSS CT

POTTER CREEK DR

SILVERW
EED
W
AY

SADDLETREE
CT
LOST
FORT
PL

SCHOLAR W
AY

SCHLEISMAN RD

HUNTER RD

SAN ALISO CT
LA
M
ESA
ST
GRE E
N
GRASS
CT

CELEBRATION DR

HAVENHURST ST
BRANCH
CT

SEASIDE
ST

LOS ROBLES CT
SAND
DUNES
ST

ARMADILLO
DR

ANNEBURY DR
BRIGHT
GEM
CT

BLAZING STAR DR

DAYBREAK DR

PERIDOTCT

TAYLOR W
AY
M
EURICE
CIR
EM
ERALD
DOW
NSST

JARDENE ST

CORALWOODCT

DUSTYTRAIL RD

LYNDSEY ST

EDGEWOODDR

PHEASANT WAY
OHIO

RIVER DR

WOODLAND DR

BEACONSFIELD LN

ENGLISH SETTER ST

BORGES ST

SILVEIRA ST

ICELANDIC
ST

EL PRADO AVE

KAISHA ST
LAKE

SPRINGS
ST
W
HITEW

ATER ST

BUCKHART ST

LAUREL ST
W

HITHERS
W
AY
COSM
OS ST
BURROW
S
W
AY
M
EADOW
RIDGE
M
ISTY M
EADOW
RD
PASO
FINO
ST

TIGER LILY CT

BROOKTREE ST
ST A
NDING
ROCK
RD

SHEFFIELD
ST

AMBERVIEW PL

AMBERSKYWAY
DOCK
DR

SUMMIT DR
W

INDROSEAVE

NORTH SHORE DR

LIMONITE AVE
I 15
I 15

KENDRA LN

BRAYTON AVE

PROVIDENCE WAY
I15
I 15

MONTEREY
CIR

VILLAGE
DR
Mill Creek
Cucam
onga Creek

DAIRYLAND
PARK
MCCUNE
FAMILY
PARK
RIVER
TRAILS
PARK
HARADA

HERITAGE
PARK

ORCHARD
PARK

VERNOLA PARK
JAMES

C HUBER
PARK
RIVER

WALK PARK

HARMONY PARK

LIMONITE

MEADOWS
PARK
CEDAR

CREEK PARK
PACER
PARK

SILVERLAKES
PARK

CAMBRIA PARK
CLARK
PARK

SUNDANCE PARK

FAIRVIEW PARK

MOUNTAIN

VIEW PARK

MOON RIVER
PARK

PROVIDENCE

RANCH PARK
KIPS
KORNER
PARK
TED
BROOKS
PARK

DELAWARE

GREENBELT PARK

HALF MOON
PARK

DEER CREEK
PARK
NEIL
SNIPES
PARK

MAKIN/SHEARER

SPORTS COMPLEX

STAGECOACH

PARK FUTURE

AMERICAN

HEROES PARK

COMMUNITY

CENTER PARK
LAKE

NORCONIAN

SWAN LAKE

CITY OF EASTVALE
S a n B e r n a r d i n o C o u n t y
E a s t v a l e C i t y L i m i t s
HAM

NER AVERIVERSIDE DR

BELLEGRAVE AVE

CANTU-GALLEANO RANCH RD

MISSION BLVD
I 15
HAM

NER AVE
M

ILLIKEN AVE
HW
Y 60

MISSION BLVD
GOO
DM
AN W
AY

RIVERSIDE DR

BELLEGRAVE AVE

SHARP ST

MICRO DR

HARVEST DR

SAMANTHA DR

CAMBRIA DR

DAYBREAK DR

GATHERING PL

PHILADELPHIA AVE

HARMONY DR

HOMECOMING
CIR

GREYSTONE DR
HWY 60
I 15

MISSION BLVD

PHILADELPHIA AVE
HWY 60
HWY 60
Eastvale MDP Ln E2 Stg 2 BsnEastvale MDP Ln E2 Stg 2 Bsn §¨¦15
ÄÅ60
ÄÅ60
Path: G:\DATA\EASTVALE\ROADWAY_MAINTENANCE\SS_Differences\0221\Street_Network_SS.mxd 5 0 2000 40001000
Feet
0 0.25 0.5
Miles
New Raised Median
Location Map for
Median Improvement Projects at Cantu Galleano Road,
Archibald Avenue, and River Road
Legend
114
A-2025-046

CONTRACT AGREEMENT

BETWEEN

THE CITY OF EASTVALE
AND
SUPERB ENGINEERING, INC.

This Agreement for Construction Services (" Agreement"), is made and entered into this H day of Vitel , 2025, by and between the City of Eastvale, a California general municipal corporation organized under the laws of the State of California with its principal place of business at 12363 Limonite Ave., Suite 910, Eastvale, California (" City") and SuperbEngineering, Inc., a California corporation (" Contractor").

SECTION 1. RECITALS
A. City is a municipal corporation organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.

B. Contractor is a professional contractor, experienced in providing pavement rehabilitation and overlay services and is familiar with the plans of the City.

C. City desires to engage Contractor to construct public improvements associated with the Project # 93039 Median Improvement Project - Phase 2 at Cantu Galleano Road, Archibald Avenue, and River Road as set forth herein
D. Contractor has obtained, and delivers concurrently herewith PERFORMANCE

BOND, PAYMENT BOND, INSURANCE DOCUMENTS AND OTHER
CERTIFICATIONS as required by the Contract.

SECTION 2. INCORPORATION OF DOCUMENTS
This Contract includes and hereby incorporates in full by reference the following documents, including all exhibits, drawings, specifications and documents therein, and attachments and addenda thereto: Project Specifications for the Median Improvement Project - Phase 2 at Cantu Galleano Road, Archibald Avenue, and River Road ( CIP 93039).

SECTION 3. SCOPE OF WORK
A. Contractor's Basic Obligation; Scope of Work. Contractor promises and agrees, at its own cost and expense, to furnish to the Owner all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately complete the Median Improvement Project - Phase 2 at Cantu Galleano Road, Archibald Avenue, and River Road CIP # 93039), including all structures and facilities necessary for the Project or described in the Contract ( hereinafter the " Work" or " Project"), for a Total Contract Price as specified pursuant to this Contract. All Work shall be subject to, and performed in accordance with the above referenced documents, as well as the exhibits attached hereto and incorporated herein by reference. The plans and specifications for the Work are further described in the Exhibits attached hereto and 4921-7909-2031 v1
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incorporated herein by this reference. Specialconditions, if any, relating to the Work are described in the Exhibits attached hereto and incorporated herein by this reference.

B. Change in Scope of Work Any change in the scope of the Work, method of performance, nature of materials or price thereof, or any other matter materially affecting the performance or nature of the Work shall not be paid for or acceptedunless such change, addition or deletion is approved in advance and in writing by a valid change order executed by the City.

SECTION 4. PERIOD OF PERFORMANCE AND LIQUIDATED DAMAGES Contractor shall perform and complete all Work under this Contract within 45 working days, beginning the effective date of the Notice to Proceed (" Contract Time"). Contractor shall perform its Work in strict accordance with any completion schedule, construction schedule or project milestones developed by the City. Contractor agrees that if such Work is not completed within the aforementioned Contract Time and/or pursuant to any such completion schedule, construction schedule or project milestones developed pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the City will suffer damage. Since it is impractical and infeasible to determine the amount of actual damage, it is agreedthat the Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum of Two Thousand Dollars ($ 2,000) per day for each and every calendar day of delay beyond the Contract Time or beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract.

SECTION 5. STANDARD OF PERFORMANCE
Contractor shall perform all Work under this Contract in a skillful and workmanlike manner, and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Work. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Work assigned to them.

Finally, Contractor represents that it, its employees and its subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Work, and that such licenses and approvals shall be maintained throughout the term of this Contract. Any employee who is determined by the City to be uncooperative, incompetent, a threat to the safety of persons or the Work, or any employee who fails or refuses to perform the Work in a manner acceptableto the City, shall be promptly removed from the Project by the Contractor and shall not be re-employed on the Work.

SECTION 6. CONTROL AND PAYMENT OF SUBORDINATES; CONTRACTUAL

RELATIONSHIP
City retains Contractor on an independent contractor basis and Contractor is not an employee of City. Any additional personnel performing the work governed by this Contract on behalf of Contractor shall at all times be under Contractor's exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnelin connection with their performance under this Contract and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, and workers' compensation insurance.

SECTION 7. CITY'S BASIC OBLIGATION
City agrees to engage and does hereby engage Contractor as an independentcontractor to furnish 4921-7909-2031 v1 2
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all materials and to perform all Work according to the terms and conditions herein contained for the sum set forth above. Except as otherwise provided in the Contract, the City shall pay to Contractor, as full consideration for the satisfactory performance by the Contractor of the services and obligations required by this Contract, the above referenced compensation in accordance with compensationprovisionsset forth in the Contract.

SECTION 8. COMPENSATION AND PAYMENT
A. Amount of Compensation. As consideration for performance of the Work required herein, City agrees to pay Contractor $ 835,317.00 (" Total Contract Price") provided that such amount shall be subject to adjustment pursuant to the applicable terms of this Contract or written changeorders approved and signed in advance by the City, providedthat the aggregate amount of any such adjustments shall not exceed 10% of the Total Contract Price ($ 83,531.70).

B. Payment of Compensation. If the Work is scheduled for completion in thirty ( 30) or less calendar days, City will arrange for payment of the Total Contract Price upon completion and approval by City of the Work. If the Work is scheduled for completion in more than thirty 30) calendar days, City will pay Contractor on a monthly basis as provided for herein. On or before the fifth ( 5th) day of each month, Contractor shall submit to the City an itemized application for payment in the format supplied by the City indicating the amount of Work completed since commencement of the Work or since the last progress payment. These applications shall be supportedby evidence which is required by this Contract and such other documentation as the City may require. The Contractor shall certify that the Work for which payment is requestedhas been done and that the materials listed are stored where indicated. Contractor may be required to furnish a detailed schedule of values upon request of the City and in such detail and form as the City shall request, showing the quantities, unit prices, overhead, profit, and all other expenses involved in order to provide a basis for determining the amount of progress payments.

City shall review and pay all progress payment requests in accordance with the provisions set forth in Section 20104.50 of the California Public Contract Code. No progress payments will be made for Work not completed in accordance with this Contract.

SECTION 9. CONTRACT RETENTIONS
From each approved progress estimate, five percent ( 5%) will be deducted and retained by the City, and the remainder will be paid to Contractor. All Contract retainage shall be released and paid to the Contractor and subcontractors pursuant to California Public Contract Code Section 7107.

SECTION 10. OTHER RETENTIONS
In addition to Contract retentions, the City may deduct from each progress payment an amount necessary to protect City from loss because of: ( 1) liquidated damages which have accrued as of the date of the application for payment; ( 2) any sums expendedby the City in performing any of Contractor's obligations under the Contract which Contractor has failed to perform or has performed inadequately; (3) defective Work not remedied; ( 4) stop notices as allowed by state law; 5) reasonable doubt that the Work can be completed for the unpaid balance of the Total Contract Price or within the scheduled completion date; ( 6) unsatisfactory prosecution of the Work by Contractor; ( 7) unauthorized deviations from the Contract; ( 8) failure of the Contractor to maintain or submit on a timely basis, proper and sufficient documentation as required by the Contract or by City during the prosecution of the Work; ( 9) erroneous or false estimates by the Contractor of the 4921-7909-2031 v1 3
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value of the Work performed; ( 10) any sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Contract; and 11) any other sums which the City is entitled to recover from Contractor under the terms of the Contract or pursuant to state law, including Section 1727 of the California Labor Code. The failure by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City's right to such sums.

SECTION 11. SUBSTITUTIONS FOR CONTRACT RETENTIONS
In accordance with California Public Contract Code Section 22300, the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be depositedwith the City, or with a state or federally chartered bank in California as the escrow agent, and thereafter the City shall then pay such monies to the Contractor as they come due. Upon satisfactory completion of the Contract, the securities shall be returned to the Contractor. For purposes of this Section and Section 22300 of the Public Contract Code, the term satisfactory completion of the contract" shall mean the time the City has issued written final acceptance of the Work and filed a Notice of Completion as required by law and provisions of this Contract. The Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. The escrow agreement used for the purposes of this Section shall be in the form provided by the City.

SECTION 12. PAYMENT TO SUBCONTRACTORS
Contractor shall pay all subcontractors for and on account of work performed by such subcontractors in accordance with the terms of their respective subcontracts and as provided for in Section 10262 of the California Public Contract Code. Such payments to subcontractors shall be based on the measurements and estimates made and progress payments provided to Contractor pursuant to this Contract.

SECTION 13. TITLE TO WORK
As security for partial, progress, or other payments, title to Work for which such payments are made shall pass to the City at the time of payment. To the extent that title has not previously been vested in the City by reason of payments, full title shall pass to the City at delivery of the Work at the destination and time specified in this Contract. Such transferred title shall in each case be good, and free and clear from any and all security interests, liens, or other encumbrances.

Contractor promises and agrees that it will not pledge, hypothecate, or otherwise encumber the items in any manner that would result in any lien, security interest, charge, or claim upon or against said items. Such transfer of title shall not imply acceptance by the City, nor relieve Contractor from the responsibility to strictly comply with the Contract, and shall not relieve Contractor of responsibility for any loss of or damageto items.

SECTION 14. DISPUTE RESOLUTION
Any separate demand by Contractor for the payment of money or damagesshall be resolved in accordance with Public Contract Code Sections 20104 et seg., if applicable.

SECTION 15. TERMINATION
This Contract may be terminated by City at any time by giving Contractor three ( 3) days advance written notice. In the event of termination by City for any reason other than the fault of Contractor, City shall pay Contractor for all Work performed up to that time as provided herein. In the event 4921-7909-2031 vl 4
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of breach of the Contract by Contractor, City may terminate the Contract immediately without notice, may reduce payment to the Contractor in the amount necessary to offset City's resulting damages, and may pursue any other available recourse against Contractor. Contractor may not terminate this Contract except for cause.

In the event this Contract is terminated in whole or in part as provided, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. Further, if this Contract is terminated as provided, City may require Contractor to provide all finished or unfinished documents, data, diagrams, drawings, materials or other matter preparedor built by Contractor in connection with its performance of this Contract.

SECTION 16. COMPLETION OF WORK
When the Contractor determines that it has completed the Work required herein, Contractor shall so notify City in writing and shall furnish all labor and material releases required by this Contract.

City shall thereupon inspect the Work. If the Work is not acceptable to the City, the City shall indicate to Contractor in writing the specific portions or items of Work which are unsatisfactory or incomplete. Once Contractor determines that it has completed the incomplete or unsatisfactory Work, Contractor may request a re - inspection by the City. Once the Work is acceptableto City, City shall pay to Contractor the Total Contract Price remaining to be paid, less any amount which City may be authorized or directed by law to retain. Payment of retention proceeds due to Contractor shall be made in accordance with Section 7107 of the California Public Contract Code.

SECTION 17. CITY'S REPRESENTATIVE
The City hereby designatesthe City Engineer, or his or her designee, to act as its representative for the performance of this Contract (" City's Representative"). City's Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City's Representative or his or here designee.

SECTION 18. CONTRACTOR'S REPRESENTATIVE
Before starting the Work, Contractor shall submit in writing the name, qualifications and experience of its proposed representativewho shall be subject to the review and approval of the City (" Contractor's Representative"). Following approval by the City, the Contractor's Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Contract. The Contractor's Representativeshall superviseand direct the Work, using his best skill and attention, and shall be responsible for all construction means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Work under this Contract. Contractor's Representative shall devote full time to the Project and either he or his designee, who shall be acceptableto the City, shall be present at the Work site at all times that any Work is in progress and at any time that any employee or subcontractor of Contractor is present at the Work site. Arrangements for responsible supervision, acceptable to the City, shall be made for emergency Work which may be required. Should Contractor desire to changeits Contractor's Representative, Contractor shall provide the information specified above and obtain the City's written approval.

SECTION 19. CONTRACT INTERPRETATION
Should any question arise regarding the meaning or import of any of the provisions of this Contract or written or oral instructions from City, the matter shall be referred to City's Representative, 4921-7909-2031 v I 5
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whose decision shall be binding upon Contractor.

SECTION 20. LOSS AND DAMAGE
Contractor shall be responsible for all loss and damage which may arise out of the nature of the Work agreed to herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work until the same is fully completed and acceptedby City. However, Contractor shall be responsible for damageproximately caused by Acts of God, within the meaning of Section 4150 of the Government Code, only to the extent of five percent ( 5%) of the Total Contract Price as specified herein. In the event of damage proximately caused by " Acts of God," the City may terminate this Contract upon three ( 3) days advanced written notice.

SECTION 21. INDEMNIFICATION
A. Indemnification. Contractor shall defend, indemnify and hold the City, its officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damageor injury, in law or equity, to property or persons, including wrongful death, in any manner arising out of or incident to any alleged acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Services, the Project or this Agreement, including without limitation the payment of all consequential damages and attorneys' fees and other related costs and expenses. Contractor shall defend, at Contractor's own cost, expense and risk, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its directors, officials, officers, employees, agents or volunteers. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or its directors, officials, officers, employees, agents or volunteers, in any such suit, action or other legal proceeding. Contractor shall reimburse City and its directors, officials, officers, employees, agents and/or volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its directors, officials officers, employees, agents or volunteers.

B. General Indemnification. Contractor agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this section from each and every subcontractor or any other person or entity involved by, for, with or on behalf of Contractor in the performance of this Agreement. In the event Contractor fails to obtain such indemnity obligations from others are required here, Contractor agrees to be fully responsibleaccording to the terms of this section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth here is binding on the successors, assigns or heirs of Contractor and shall survive the termination of this Agreement or this section.

SECTION 22. INSURANCE
Prior to the beginning of and throughout the duration of the Work, Contractor will maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth here, Contractor agrees to amend, supplement or endorse the existing coverage to do so. Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds in 4921-7909-2031 v1 6
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excess of the limits and coverage required in this Agreement and which are applicableto a given loss, will be available to the City. Contractor shall provide the following types and amounts of insurance:

A. Commercial General Liability Insurance using Insurance Services Office Commercial General Liability" policy form CG 00 01 or the exact equivalent. Defense costs must be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one insured against another. Limits are subject to review but in no event less than $ 1,000,000 per occurrence for all covered losses and no less than $ 2,000,000 general aggregate.

B. Business Auto Coverageon ISO Business Auto Coverageform CA 00 O 1 including symbol 1 ( Any Auto) or the exact equivalent. Limits are subject to review, but in no event to be less than $ 1,000,000 per accident. If Contractor owns no vehicles, this requirement may be satisfied by a non - owned auto endorsement to the general liability policy described above. If Contractor or Contractor's employees will use personal autos in any way on this project, Contractor shall provide evidence of personal auto liability coverage for each such person.

C. Workers Compensation on a state - approved policy form providing statutory benefits as required by law with employer's liability limits no less than $ 1,000,000 per accident or disease.

D. Excess or Umbrella Liability Insurance ( Over Primary) if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages.

Any such coverage provided under an umbrella liability policy shall include a drop down provision providing primary coverage above a maximum $ 25,000 self - insured retention for liability not covered by primary but covered by the umbrella. Coverageshall be provided on a " pay on behalf' basis, with defense costs payable in addition to policy limits. Policy shall contain a provision obligating insurer at the time insured's liability is determined, not requiring actual payment by the insured first. There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to City for injury to employees of Contractor, subcontractors or others involved in the Work. The scope of coverage provided is subject to approval of City following receipt of proof of insurance as required herein. Insurance procured pursuant to these requirementsshall be written by insurers that are admitted carriers in the State of California and with an A.M. Best rating of A or better and a minimum financial size VII.

E. General conditions pertaining to provision of insurance coverage by Contractor.

Contractor and City agree to the following with respect to insurance provided by Contractor:
1) Contractor agrees to have its insurer endorse the third party general liability coverage required herein to include as additional insureds City, its officials, employeesand agents, using standard ISO endorsement No. CG 2010 with an edition prior to 1992. Contractor also agrees to require all contractors, and subcontractors to do so likewise. 2) No liability insurance coverage provided to comply with this Agreement shall prohibit Contractor, or Consultant's employees, or agents, from waiving the right of subrogation prior to a loss. Contractor agrees to waive subrogation rights againstCity regardless of the applicability of any insurance proceeds, and to require all contractors and subcontractors to do likewise.
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3) All insurance coverage and limits provided by Contractor and available or applicableto this Agreement are intended to apply to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operationslimits the application of such insurance coverage.
4) None of the coverages required herein will be in compliance with these requirementsif they include any limiting endorsement of any kind that has not been first submitted to City and approved in writing.
5) No liability policy shall contain any provision or definition that would serve to eliminate so-called " third party action over" claims, including any exclusion for bodily injury to an employee of the insured or any contractor or subcontractor. 6) All coverage types and limits required are subject to approval, modification and additional requirements by the City, as the need arises. Contractor shall not make any reductions in scope of coverage ( e.g. elimination of contractual liability or reduction of discovery period) that may affect City's protection without City's prior written consent. 7) Proof of compliance with these insurance requirements, consisting of certificates of insurance evidencing all of the coverages required and an additional insured endorsement to Contractor's general liability policy, shall be delivered to City at or prior to the execution of this Agreement. In the event such proof of any insurance is not delivered as required, or in the event such insurance is canceled at any time and no replacement coverage is provided, City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other agreement and to pay the premium. Any premium so paid by City shall be chargedto and promptly paid by Contractor or deducted from sums due Contractor, at City option. 8) Certificate(s) are to reflect that the insurer will provide 30 days' notice to City of any cancellation of coverage. Contractor agrees to require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, or that any party will " endeavor" ( as opposed to being required) to comply with the requirements of the certificate. 9) It is acknowledged by the parties of this Agreement that all insurance coverage required to be provided by Contractor or any subcontractor, is intended to apply first and on a primary, non-contributing basis in relation to any other insurance or self-insurance available to City.
10) Contractor agrees to ensure that subcontractors, and any other party involved with the project that is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with subcontractors and others engaged in the project will be submitted to City for review.
1 1) Contractor agrees not to self - insure or to use any self - insured retention's or deductibles on any portion of the insurance required herein except as disclosed to and approved by the City and further agrees that it will not allow any contractor, subcontractor, Architect, Engineer or other entity or person in any way involved in the performance of work on the project 4921-7909-2031 vl 8
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contemplated by this Agreement to self - insure its obligations to City. City expressly approves maintenance by the Contractor of a $ 100,000 deductible on its current Professional Liability insurance policy.
12) The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor ninety ( 90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City will negotiate additional compensationproportional to the increased benefit to City.
13) For purposes of applying insurance coverage only, this Agreement will be deemed to have been executed immediately upon any party hereto taking any steps that can be deemed to be in furtherance of or towards performance of this Agreement. 14) Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any insurance requirement in no way imposes any additional obligations on City nor does it waive any rights hereunder in this or any other regard.
15) Contractor will renew the required coverage annually as long as City, or its employees or agents face an exposure from operations of any type pursuant to this Agreement.

This obligation applies whether or not the Agreement is canceled or terminated for any reason.

Termination of this obligation is not effective until City executes a written statement to that effect. 16) Contractor shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City within five days of the expirationof the coverages.
17). The provisions of any workers' compensationor similar act will not limit the obligations of Contractor under this Agreement. Contractor expressly agrees not to use any statutory immunity defenses under such laws with respect to City, its employees, officials and agents.
18) Requirements of specific coverage features or limits contained in this section are not intended as limitations on coverage, limits or other requirements nor as a waiver of any coverage normally provided by any given policy. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be limiting or all-inclusive.
19) These insurance requirements are intended to be separate and distinct from any other provision in this Agreement and are intended by the parties here to be interpreted as such.
20). The requirements in this Section supersedeall other sections and provisions of this Agreement, except Exhibit " D" " Modifications to Contract Documents", to the extent that any other section or provision conflicts with or impairs the provisions of this Section. 4921-7909-2031 vl 9
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21) Contractor agrees to be responsible for ensuring that no contract used by any party involved in any way with the project reserves the right to chargeCity or Contractor for the cost of additional insurance coverage required by this Agreement. Any such provisionsare to be deleted with reference to City. It is not the intent of City to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against City for payment of premiums or other amounts with respect thereto.
22) Contractor agrees to provide immediate notice to City of any claim or loss against Contractor arising out of the work performed under this Agreement. City assumes no obligation or liability by such notice, but has the right ( but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City.

SECTION 23. BONDS
A. Performance Bond. If specifically requestedby City in the Bidding Documents, attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total, not - to - exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approvedby the City.

B. Payment Bond. If required by law or otherwise specifically requestedby City in the Bidding Documents, attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total, not - to - exceed compensation indicated in this Agreement, and in a form provided or approvedby the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City.

C. Bond Provisions. Should, in City's sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replacethe affected bond within 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty ( 30) days prior written notice shall be given to the City, and Contractor shall post acceptablereplacement bonds at least ten ( 10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Agreement until any replacementbonds required by this Section are acceptedby the City. To the extent, if any, that the total compensation is increased in accordance with the Agreement, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. To the extent available, the bonds shall further provide that no change or alteration of the Agreement including, without limitation, an increase in the total compensation, as referred to above), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any required bond, the City may terminate this Agreement for cause.

D. Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be accepted. The surety must be a California - admitted surety with a current A.M. Best's rating no less than A:VIII and satisfactory to the City. If a California - admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the 4921-7909-2031 v1 10
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California Code of Civil Procedure, and proof of such is provided to the City.

SECTION 24. SAFETY
Contractor shall execute and maintain its work so as to avoid injury or damageto any person or property. Contractor shall comply with the requirements of the specifications relating to safety measures applicable in particular operations or kinds of work. In carrying out its Work, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the Work and the conditions under which the Work is to be performed.

Safety precautions as applicable shall include, but shall not be limited to, adequatelife protection and lifesaving equipment; adequate illumination for underground and night operations; instructions in accident prevention for all employees, such as machinery guards, safe walkways, scaffolds, ladders, bridges, gang planks, confined space procedures, trenching and shoring, fall protection and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and adequate facilities for the proper inspection and maintenance of all safety measures. Furthermore, Contractor shall prominently display the names and telephonenumbers of at least two medical doctors practicing in the vicinity of the Project, as well as the telephone number of the local ambulance service, adjacent to all telephones at the Project site.

SECTION 25. WARRANTY
Contractor warrants all Work under the Contract ( which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non - conforming materials incorporated into the Work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year ( or the period of time specified elsewhere in the Contract or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the Work, whichever is later) after the date of final acceptance, Contractor shall within ten ( 10) Days after being notified in writing by the City of any defect in the Work or non-conformance of the Work to the Contract, commence and prosecute with due diligence all Work necessary to fulfill the terms of the warranty at his sole cost and expense. Contractor shall act sooner as requestedby the City in response to an emergency.

In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the Work ( or work of other contractors) damagedby its defective Work or which becomes damaged in the course of repairing or replacing defective Work. For any Work so corrected, Contractor's obligation hereunder to correct defective Work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected Work. Contractor shall perform such tests as the City may require verifying that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Contract. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the Work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Contract, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non - conforming Work and any work damagedby such work 4921-7909-2031 vl 11
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or the replacementor correction thereof at Contractor's sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.

SECTION 26. LAWS AND REGULATIONS
Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performanceof the Contract or the Work, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with Work. If the Contractor observes that the drawings or specifications are at variance with any law, rule or regulation, it shall promptly notify the City in writing. Any necessary changesshall be made by written changeorder.

If the Contractor performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, the Contractor shall be solely responsible for all costs arising there from. Contractor shall defend, indemnify and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Contract, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

SECTION 27. PERMITS AND LICENSES
Contractor shall be responsible for securing, at its own expense, and paying for all permits and licenses necessary to perform the Work described herein.

SECTION 28. TRENCHING WORK
If the Total Contract Price exceeds $ 25,000 and if the Work governed by this Contract entails excavation of any trench or trenches five ( 5) feet or more in depth, Contractor shall comply with all applicable provisions of the Labor Code, including Section 6705. To this end, Contractor shall submit for City's review and approval a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards, the plan shall be preparedby a registered civil or structural engineer.

SECTION 29. HAZARDOUS MATERIALS AND DIFFERING CONDITIONS As required by Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four ( 4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of: ( 1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; ( 2) subsurface or latent physical conditions at the site differing from those indicated by City; and ( 3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to determine whether a changeorder is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract, but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute.

SECTION 30. UNDERGROUND UTILITY FACILTIES
To the extent required by Section 4215 of the Government Code, City shall compensate Contractor for the costs of: ( 1) locating and repairing damageto underground utility facilities not caused by the failure of Contractor to exercise reasonable care; ( 2) removing or relocating undergroundutility facilities not indicated in the construction drawings; and ( 3) equipment necessarily idled during 4921-7909-2031 vl 12
126
such work. Contractor shall not be assessed liquidated damagesfor delay caused by failure of City to provide for removal or relocation of such utility facilities.

SECTION 31. PREVAILING WAGES
Contractor is aware of the requirementsof California Labor Code Section 1720, et seg., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1600, et seq., (" Prevailing Wage Laws"), the Davis - Bacon Act of 1931 and 23 USC 113, which require the payment of prevailing wage rates and the performance of other requirements on " public works" and " maintenance" projects. Contractor agrees to fully comply with such Prevailing Wage Laws.

SECTION 32. APPRENTICEABLE CRAFTS
When Contractor employs workmen in an apprenticedcraft or trade, Contractor shall comply with the provisions of Section 1777.5 of the Labor Code with respect to the employment of properly registered apprentices upon public works. The primary responsibility for compliance with said section for all apprenticedoccupations shall be with Contractor.

SECTION 33. HOURS OF WORK
Contractor is advised that eight (8) hours labor constitutes a legal day's work. Pursuant to Section 1813 of the Labor Code, Contractor shall forfeit a penalty of $ 25.00 per worker for each day that each worker is permitted to work more than eight (8) hours in any one calendar day and forty ( 40) hours in any one calendar week, except when payment for overtime is made at not less than one and one-half ( 1-1/2) times the basic rate for that worker.

SECTION 34. PAYROLL RECORDS
In accordance with the requirements of Labor Code Section 1776, Contractor shall keep accurate payroll records which are either on forms provided by the Division of Labor Standards Enforcement or which contain the same information required by such forms. Responsibility for compliance with Labor Code Section 1776 shall rest solely with Contractor, and Contractor shall make all such records available for inspection at all reasonable hours.

SECTION 35. CONTRACTOR'S LABOR CERTIFICATION
By its signature hereunder, Contractor certifies that he is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Work. A certification form for this purpose, which is attached to this Contract as Exhibit " C" and incorporated herein by reference, shall be executed simultaneously with this Contract.

SECTION 36. LABOR AND MATERIAL RELEASES
Contractor shall furnish City with labor and material releases from all subcontractors performing work on, or furnishing materials for, the work governed by this Contract prior to final payment by City.

SECTION 37. EQUAL OPPORTUNITY EMPLOYMENT
Contractor represents that it is an equal opportunity employer and that it shall not discriminate againstany employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the state or Federal Constitutions. Such non- discrimination shall include, but not be limited to, all activities related to initial employment, 4921-7909-2031 vl 13
127
upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.

SECTION 38. ANTI-TRUST CLAIMS
This provision shall be operative if this Contract is applicable to California Public Contract Code Section 7103.5. In entering into this Contract to supply goods, services or materials, the Contractor hereby offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act ( 15 U.S.C. Section 15) or under the Cartwright Act ( Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code) arising from purchasesof goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tender final payment to the Contractor, without further acknowledgment by the parties.

SECTION 39. NOTICES
All notices hereunder and communications regarding interpretation of the terms of the Contract or changes thereto shall be provided by the mailing thereof by registered or certified mail, return receipt requested, postage prepaid and addressed as follows:

CITY
City of Eastvale
12363 Limonite Ave., Suite910
Eastvale, CA 91752
Attn: Jimmy Chung, City Engineer

CONTRACTOR
Superb Engineering, Inc.
2947 West Lincoln Street Unit 105
Banning, CA 92220
Attn: Estela Candelario, President
Any notice so given shall be considered received by the other party three ( 3) days after deposit in the U.S. Mail as stated above and addressed to the party at the above address. Actual notice shall be deemed adequatenotice on the date actual notice occurred, regardlessof the method of service.

SECTION 40. ENTIRE CONTRACT; MODIFICATION
This Agreement, including the attached Exhibits " A" through " F", the advertised bid documents, associated addendas, is the entire, complete, final and exclusive expression of the parties with respect to the matters addressed therein and supersedesall other agreement or understandings, whether oral or written, or entered into between Contractor and City prior to the execution of the agreement. No prior statements, representations or other agreements, whether oral or written, made by any parties which are not embodied herein shall be valid and binding. No amendment to this Agreement shall be valid and binding unless in writing duly executed by the parties or their authorized representatives.

SECTION 41. TIME IS OF THE ESSENCE
Time is of the essence in the performance of this Contract.

SECTION 42. ASSIGNMENT FORBIDDEN
Contractor shall not, either voluntarily or by action of law, assign or transfer this Contract or any obligation, right, title or interest assumed by Contractor herein without the prior written consent of City. If Contractor attempts an assignment or transfer of this Contract or any obligation, right, title or interest herein, City may, at its option, terminate and revoke the Contract and shall thereupon be relieved from any and all obligations to Contractor or its assignee or transferee. 4921-7909-2031 vl 14
128
SECTION 43. GOVERNING LAW
This Contract shall be governedby the laws of the State of California.

SECTION 44. COUNTERPARTS
This Contract may be executed in counterparts, each of which shall constitute an original.

SECTION 45. SUCCESSORS
The parties do for themselves, their heirs, executors, administrators, successors, and assignsagree to the full performance of all of the provisions contained in this Contract.

SECTION 46. ATTORNEYS' FEES
If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Contract, the prevailing party in such action shall be entitled to have and recover from the losing party reasonable attorneys' fees and all other costs of such action.

SECTION 47. CLAIMS OF $ 375,000 OR LESS
Notwithstanding any other provision herein, claims of $ 375,000 or less shall be resolved pursuant to the alternative dispute resolution procedures set forth in Public Contracts Code 20104, et seq.

SECTION 48. PROHIBITED INTERESTS
A. Solicitation. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employeeworking solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to terminate this Contract without liability.

B. Conflict of Interest. For the term of this Contract, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Contract, or obtain any present or anticipated material benefit arising there from.

SECTION 49. CERTIFICATION OF LICENSE
Contractor certifies that as of the date of execution of this Contract, Contractor has a current contractor's license of the classification indicated below under Contractor's signature.

IN WITNESS WHEREOF, each of the parties has caused this Contract to be executed on the day and year first above written.
4921-7909-2031 vl 15
129

CITY OF EASTVALE
By:

Attest:
raNeAs\rizi\i's„
Signature
MarK 16f ,
Name
Ci M indc '
Title
City Clerk
SUPERB ENGINEERIN , INC.

By:

Attest:

Signatur
Estela Candelario
Nanic
President
Title
Secreta
A, C-27
Classification of Contractor's License
1074243
Contractor's License Number
4921-7909-2031 vi 16
130
EXHIBIT " A" PLANS AND SPECIFICATIONS
The following plans and specifications are incorporated into this Contract herein by this reference:

The work for which this proposal is submitted is for construction in conformance with these bid documents, including any addenda thereto, the contract annexed hereto, and also in conformance with the 2018 Edition of the Standard Specifications for Public Works Construction ( Standard Specifications), Riverside County Transportation Department Improvement Standards and Specifications, latest edition, County Ordinance No. 461 and subsequent amendments, the California Department of Transportation Standard Plans and Specifications, 2018 Edition ( State Standard) and the Labor Surchargeand Equipment Rental Rates in effect on the date the work is accomplished.

The Plans and Specifications for the work are as follows:

Advertised bid documents and associated Addendas for: Median Improvement Project - Phase 2 at Cantu Galleano Road, Archibald Avenue, and River Road Project # 93039
4921-7909-2031 vl
131
EXHIBIT " W' BID PROPOSAL
Under separate cover
4921-7909-2031 vl
132
EXHIBIT " C" SPECIAL CONDITIONS
Standard Erosion and Sediment Control Plan Notes:

1. Dust control shall conform to Section 10, " Dust Control", Section 7-1.0I F, " Air Pollution Control", Section 17, " Watering", and Section 18 " Dust Palliative" of the State Standard Specifications, Rules no. 401, 402, 403 and 403.1 of the South Coast Air Quality Management District ( AQMD), Riverside County Code, Chapter 8.52, " Fugitive Dust Reduction Program For Coachella Valley", all other applicable Federal and State laws, and the requirements set forth herein.

2. The Contractor is cautioned that failure to control fugitive dust may result in fines being levied by the South Coast Air Quality Management District to both the Contractor and the City of Eastvale, as owner. The Contractor shall be fully responsible for payment of all fines pertaining to air pollution control violations, resulting from Contractor's operations related to the construction contract, which may be levied against both the Contractor and the City of Eastvale by the AQMD or other regulatory agencies. The Contractor's attention is directed to Section 7-1.01, " Laws to be Observed" of the State Standard Specifications.

The cost of all fines levied against the City of Eastvale will be deducted from any moneys due or which may become due to the Contractor, unless other payment arrangements are made by the Contractor.

3. Dust control of all of the contractor's operations is required 24 hours per day, 7 days a week for the duration of the contract, and until the disturbed soil is permanently stabilized.

The Contractor shall take every precaution to prevent emissions of fugitive dust from the project site, from locations of stockpiled materials, from unpaved driving surfaces, from haul vehicles, from inactive construction areas, and from all other operations of the Contractor. The Contractor shall plan for and carry out proper and efficient measures to prevent his operations from producing dust in amounts damaging to property or which constitute a public nuisance, or which cause harm to person living or working in the vicinity of the work. Of particular concern are emissions of PM 10 particles, which are fine particulate matter of 10 microns or less and which are associated with sickness and death from respiratory disease.

4. The Contractor shall respond to complaints by mobilizing equipment and personnel at the construction site within 2 hours of each complaint to control fugitive dust.

5. Attention is directed to AQMD Rule 403.1, which applies to all contracts within the City of Eastvale. That AQMD Rule requires the Contractor to take specified dust control actions when prevailing wind speeds exceed 25 miles per hour. Wind forecasts, AQMD Rules and other related information are provided by AQMD at 1 -800 - CUT - SMOG and at www.aqmd.gov.

6. The Contractor shall utilize the " Best Available Control Measures" of controlling fugitive dust, as prepared by the AQMD. However, if fugitive dust crosses the project boundary, more effective control measures, including the " Best Available Control Measures" shall be implemented.

7. A site specific fugitive dust control plan shall be submitted to the City Engineer for review and approval at least 10 days prior to the start of construction.

8. The fugitive dust control plan shall include the " Reasonably Available Control Measures" and " Best Available Control Measures" of controlling fugitive dust, as may be appropriate and necessary, including by not limited to watering, application of chemical dust 4921-7909-2031 vl
133
suppressants, wind fencing, covering of haul vehicles, haul vehicle bed -liners, grading, plantingof vegetation, the use of a 24 hour environmental observer, and track - out controls at locations where unpaved construction accesses intersect with paved roads. The use of chemical stabilizers, which are approvedby all environmental regulatory agencies, and the use of reclaimed water is encouraged. If water is intended as a primary dust control tool, the dust control plan shall provide for at least one 2,000 gallon water truck for every 4 acres of disturbed soil, unless otherwise approved by the City Engineer.

9. If the Project Inspector determines that the project scope and the forecasted weather conditions are such that the Contractor's work is unlikely to be a source of dust emissions, the Construction Engineer has the authority to waive the requirements for submittal of a dust control plan and for placement of the dust control signs described herein. However, the Contractors responsibilities for the control of fugitive dust and the other requirements of this section may not be waived.

10. A completion notice will not be filled, and the final payment will not be made to the Contractor until the areas of disturbed soil on the construction site, including roadway shoulders, are suitable stabilized for long term control of fugitive dust. 1 I. This signature of the Contractor on the Proposal constitutes acknowledgement by the Contractor of the dust control enforceability of those requirements.

12. Full compensationfor conformance with these dust abatement requirements, including lab equipment and materials, developing water supply and incidentals, shall be considered as included in items of work, and no additional compensationwill be allowed therefore.

13. The successful Contractor shall attend an AQMD PM10 Dust Control Program training session, and furnish evidence of attendance to the City Engineer. Attendance at AQMD training seminars can be scheduled the AQMD at 1 -866 - 861 - DUST or by email to dustcontrol(a,agmd.gov. Current AQMD certification of previous attendance will be accepted. At that training session, the successful Contractor will be furnished with the AQMD prepared Rule 403 and Rule 403.1 implementation handbooks, which include the Best Available Control Measures" and " Reasonably Available Control Measures", and other associated information, including a listing of suggested dust control related to devices, material and chemicals.

14. Any days on which the Contractor is prevented from working, due to the requirements of AQMD Rules, will be considered as non - working days, in accordance with Section 8-1.06, Time of Completion" of the State Standard Specification. 4921-7909-2031 vl 20
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EXHIBIT " D" CERTIFICATION LABOR CODE - SECTION 1861
I, the undersigned Contractor, am aware of the provisions of Section 3700 et m. of the Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of the Code, and i, the undersignedContractor, agree to and will comply with such provisions before commencing the performance of the Work on this Contract.

Superb Engineering, inc,
By:

Name: Esfela Candelaria
Title: President
4921-7909-2031 vl
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EXHIBIT " E" CONTRACT MODIFICATIONS
None
4921-7909-203Iv1
136
EXHIBIT " F" SUPPLEMENTAL REQUIREMENTS
None
4921-7909-2031 vl
137

AC-COR O-
SUPEENG-01

CERTIFICATE OF LIABILITY INSURANCE

DATE ( MMIDDIYYYY)
5/13/2025
LEI
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PRODUCER
AssuredPartners of California ( Foothill Ranch)
1300 Dove Street, Suite 300
Newport Beach, CA 92660
ACT
PHONE
949 7694100
FAX
949 7694930arc, No, Ext?: ( ) ( NC, No):( )
ADDRESS:

INSURER(S) AFFORDING COVERAGE NAIL #
INSURERA:Admiral Insurance Company 24856

INSURED
Superb Engineering, Inc.

PO Box 3036
Beaumont, CA 92223
INSURERS :

INSURER C
INSURER 0
INSURER E :

INSURER F :

CERTIFICATE NUMBER: REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR

LTR TYPE OF INSURANCE
ADDL
INSD
SUBR

WVD POLICY NUMBER

POLICY EFF

IMM/DDIYYYY)

POLICY EXP

IMMIDD/YYYY) LIMITS

A X I COMMERCIAL GENERAL LIABILITY
X x 8/31/2024 8/31/2025
EACH OCCURRENCE 1,000,000
CLAIMS - MADE X OCCUR CA00005431001

DAMAGE TO RENTED
PREMISES ( EaJxuaens) 800,000
MED EXP ( Any one parson) 5,000
PERSONAL & ADV INJURY 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY X , FIR- LOC PRODUCTS - COMP/OP AGG 2,000,000
OTHER:

AUTOMOBILE LIABILITY

COMBINED SINGLE LIMIT
Ea accident)
ANY AUTO BODILY INJURY ( Per person)

OWNED SCHEDULED
AUTOS ONLY AUTOS BODILY INJURY ( Per accident)
AHIRED

NON - OWNED

UTOSONLY AUTOSONLY
Op
PeOPBLiet
AGE
J -

A UMBRELLA LIAR X OCCUR
GX00000811701 8/31/2024 8/31/2025
EACH OCCURRENCE 3,000,000
X EXCESS LIAB CLAIMS - MADE AGGREGATE 3,000,000
DED RETENTION $

WORKERS
pMPLOYOEMRS

COMPENSATION
ILITY
YIN
NI A

PER ERH

TATUTE ER
E.L. EACH ACCIDENTANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MrY BE
E EXCLUDED?
E.L. DISEASE - EA EMPLOYEEi
II yes desaibo under
DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES ( ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) The certificate holder(s), is/are named additional insured per the attached forms, including primary and non-contributory wording, general liability waiver, and waiver of subrogation where required by written contract, with regard to the following project:

Project: Job # 93039 - Median Improvement Project - Phase 2 at Cantu Galleano Road, Archibald Avenue, and River Road Certificate Holder Continued: City, its officials, employees and agents. 30 day notice of cancellation except for 10 day notice of cancellation due to nonpayment of premium.

CERTIFICATE HOLDER CANCELLATION
City of Eastvale
12363 Limonite Avenue, SUite 910
Eastvale, CA 91752

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTATIVE
ACORD 25 ( 2016/03) 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORD 138

4931-8053-3891 v1
1 FIRST AMENDMENT TO AGREEMENT

This First Amendment to Agreement (“First Amendment”) is entered into this ____ day of _________, 20 25 by and between the City of Eastvale, a municipal corporation (“City”) and Superb Engineering, Inc, a California corporation (“Contractor”), as follows:

RECITALS
A. City and Contractor entered i nto a Public Works Construction Contract on May 14, 2025 (“Agreement”), for Project #93039 Median Improvement Project - Phase 2, in the original Amount of $ 835,317.00, which included a 10% contingency amount of $83,531.70.

B. This First Amendment to the Agreement increases the contingency amount by $41,765.85, raising the total authorized contingency from $83,531.70 to $125,297.55.

OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties do hereby enter into this First Amendment which modifies and amends the Agreement as follows:

1. AMENDMENTS
(a) Section 8(A) of the Agreement is hereby amended to increase the maximum allowable aggregate amount of contract adjustments from 10% to 15% of the Total Contract Price. Accordingly, the final clause of Section 8(A) is amended to read as follows:
“provided that the aggregate amount of any such adjustments shall not exceed 15% of the Total Contract Price ($125,297.55).” All other language in Section 8(A) remains unchanged, including the Total Contract Price of $835,317.00.

2. GENERAL PROVISIONS
(a) Remainder Unchanged. Except as specifically modified and amended in this First Amendment, the Agreement remains in full force and effect and binding upon the parties.
(b) Integration. This First Amendment constitutes the entire understanding and agreement of the pa rties and supersedes all negotiations or previous agreements between the parties with respect to all or any part of the transaction discussed in this First Amendment.
139

4931-8053-3891 v1
2 (c) Effective Date. This First Amendment shall not become effective until the date it has been formally approved and executed by the appropriate authorities of the City and Contractor.
(d) Applicable Law. The laws of the State of California shall govern the interpretation and enforcement of this First Amendment. (e) References. All references to the Agreement include all their respective terms and provisions. All defined terms utilized in this First Amendment have the same meaning as provided in the Agreement, unless expressly stated to the contrary in this First Amendment.

IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first-above written.

CITY OF EASTVALE
___________________________
Mark Orme
City Manager
ATTEST:
___________________________
Marc Donohue
City Clerk

APPROVED AS TO FORM
_______________________________
Erica Vega
City Attorney
140

4931-8053-3891 v1
3 Superb Engineering, Inc.
____
Estela Candelario
President

NOTE: CONTRACTOR’S SIGNATURES SHALL BE DULY NOTARIZED, AND

APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY BE

REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR
OTHER RULES OR REGULATIONS APPLICABLE TO CONTRACTOR’S
BUSINESS ENTITY. CORPORATIONS AND LLCS MUST SUBMIT

DOCUMENTATION SHOWING THAT THE INDIVIDUAL SIGNING ON ITS BEHALF HAS THE AUTHORITY TO EXECUTE THIS CONTRACT.

141
Change Order Request
PROJECT: Median Improvement Project - Phase 2 CHANGE ORDER NUMBER: 9 DATE: 10/31/2025
PROJECT NUMBER: 25-07
TO CLIENT: CITY OF EASTVALE NTP DATE: 7/22/2025
The Contract is changed as follows:

Please consider this as Bravo's Sign proposal to add an additional Monument Sign on Archibald Ave. North of Limonite Ave. as requested via e-mail.

Qty. Unit Extended Amount
1) ADD - See attached breakdown. 1 LS 44,081.01 $
Total: 44,081.01 $
The original Contract Sum was 835,317.00 $
Net change by previously authorized Change orders
The Contract Sum prior to this Change order was
835,317.00 $
The Contract Sum will be amended by this Change Order in the amount of 44,081.01 $ The new Contract Sum including this Change Order will be 879,398.01 $ The Contract Time will be amended by 5 Days
The date of Substantial Completion as of the date of this Change Order therefore is Superb Engineering

SUBCONTRACTOR OWNER
PO Box 3036 Beaumont, CA 92223
Address Address
BY
Estela Candelario BY
DATE 9/26/25 DATE
***Once approved, we can proceed with this work.
1 142
Qty Units Description Cost Each Subtotal Tax Subtotal O&P+Bond Price Total -
1 Subcontractor 1 LS Monument Sign $40,000.00 $40,000.00 $0.00 $40,000.00 $2,800.00 $42,800.00 2 Laborer 8 HR Laborer (Shrub Removal) $98.11 $784.88 $0.00 $784.88 $133.43 $918.31 3 Dump Fees 1 Tons Dump Fees (Shrub Removal) $75.00 $75.00 $0.00 $75.00 $12.75 $87.75 4 Material 1 LS Misc. Irrigation Material Cut and Cap $35.00 $35.00 $0.00 $35.00 $5.95 $40.95 5 Equipment 8 HR F250 $25.00 $200.00 $0.00 $200.00 $34.00 $234.00 $44,081.01
Type
DESCRIPTION OF CHANGE: Additional Monument Sign PROJECT: Median Improvement Project Ph. 2

COR WORKSHEET
143
TERMS 95/5 - DIR # 1000006083 - License # 641391, C61-D42 Bravo Sign & Design, Inc.
520 S CENTRAL PARK AVE EAST
ANAHEIM, CA 92802
+17142840500
[email protected]
Estimate

ADDRESS

SUPERB ENGINEERING
2947 W Lincoln St. Unit 105
Banning, CA 92220
ESTIMATE # 250130
DATE 10/09/2025

JOB # JOB NAME
250041 MEDIAN IMP PROJECT EASTVALE

DESCRIPTION QTY RATE AMOUNT

CHANGE ORDER REQUEST
Contract #SE 25-07-02
.

MEDIAN IMPROVEMENTS ON RIVER ROAD:

Furnish and Install (1) 13’ x 4’ x 4’ D/F Internally-Lit Entry Monument, PTD – (2) Colors, w/½” Push Thru Acrylic Copy & City Logos, To Read “EASTVALE”, w/Removable Back Panels For Mounting & Electrical Access & (1) Solar Power & Battery Set-Up To Power Entry Monument Sign to Include: all labor and equipment to dig set posts, forms, rebar & pour new concrete footings for both monument and solar, strip, clean, trench, lay conduit, pull wire, assemble solar set-up and connect to monument lighting
.
1 40,000.00 40,000.00

SUBTOTAL 40,000.00
TAX 0.00
TOTAL $40,000.00
Accepted By Accepted Date
144
1 [email protected]
From: Anthony Flores <[email protected]>
Sent: Tuesday, October 21, 2025 5:11 PM
To: [email protected]
Cc: Daniel Candelario
Subject: Re: Change Orders and PO
Estela,

It appears so, please have your team price out accordingly.

To help protect your privacy, Microsoft Office prev ented automatic download of this picture from the Internet.
photo

ANTHONY FLORES
M: (562) 547-8555
zandkconsultants.com

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IMPORTANT: The contents of this email and any attachments are confidential. They are intended for the named recipient(s) only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof.

On Mon, Oct 20, 2025 at 3:15  PM <
[email protected] > wrote:

Hi Anthony,

Were you able to confirm if there’s any work required from our scope related to this addition—such as removing existing shrubs, cutting and capping irrigation, or any other landscape adjustments in the area?

Thank you,

Estela Candelario
ISA Certified Arborist WE-15739A

C (909) 262-4626
145
2 O (909) 269-2333
[email protected]
P.O. Box 3036, Beaumont, CA
92223

Small Business Certified

From: [email protected] <[email protected] > Sent: Thursday, October 16, 2025 7:53 AM
To: 'Anthony Flores' < [email protected] >
Cc: 'Daniel Candelario' < [email protected] > Subject: RE: Change Orders and PO

Good morning Anthony,

Just following up on this.

Thank you!

Estela Candelario
ISA Certified Arborist WE-15739A

C (909) 262-4626
O (909) 269-2333
[email protected]
P.O. Box 3036, Beaumont, CA
92223

Small Business Certified
146
3 From: Anthony Flores < [email protected] > Sent: Wednesday, October 15, 2025 7:33 AM
To: [email protected]
Cc: Daniel Candelario < [email protected] > Subject: Re: Change Orders and PO

I will be onsite tomorrow and let you know then.

ANTHONY FLORES
M: (562) 547-8555
zandkconsultants.com

IMPORTANT: The contents of this email and any attachments are confidential. They are intended for the named recipient(s) only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof.

On Mon, Oct 13, 2025 at 7:57  AM < [email protected] > wrote:

Good morning Anthony,

I received the change order from Bravo. Could you please confirm if there’s any work required from our scope related to this addition—such as removing existing shrubs, cutting and capping irrigation, or any other landscape adjustments in the area?

147
4 Thank you,

Estela Candelario
ISA Certified Arborist WE-15739A

C (909) 262-4626
O (909) 269-2333
[email protected]
P.O. Box 3036, Beaumont, CA
92223

Small Business Certified

From: Anthony Flores < [email protected] >
Sent: Wednesday, October 8, 2025 8:15 AM
To: Estela Candelario < [email protected] >; Daniel Candelario < [email protected] > Subject: Fwd: Change Orders and PO

Estela,

Please reach out to bravo to provide a change order to construct a new median Monument on Archibald Ave north of Limonite Ave.

148
5 149
6 ANTHONY FLORES
M: (562) 547-8555
zandkconsultants.com

150
7 IMPORTANT: The contents of this email and any attachments are confidential. They are intended for the named recipient(s) only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof.

151
A-2025-047

AGREEMENT FOR SERVICES

BETWEEN

THE CITY OF EASTVALE
AND

Z&K CONSULTANTS
This Agreement for Services (" Agreement") is entered into as of this ti`( day of NiA ( , 2025 by and between the City of Eastvale, a municipal corporation (" City") and Z & K Consultants, Inc., a California corporation (" Contractor"). City and Contractor are sometimes hereinafter individually referred to as " Party" and hereinafter collectively referred to as the " Parties."

RECITALS
A. City has sought, by request for proposals the performance of the services defined and described particularly in Section 2 of this Agreement.

B. Contractor, following submission of a proposal for the performance of the services defined and described particularly in Section 2 of this Agreement, was selected by the City to perform those services.

C. The Parties desire to formalize the selection of Contractor for performance of those services defined and described particularly in Section 2 of this Agreement and desire that the terms of that performance be as particularly defined and described herein.

OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained here and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:

SECTION 1. TERM OF AGREEMENT.

Subject to the provisions of Section 20 " Termination of Agreement" of this Agreement, the Term of this Agreement shall commence on the date first ascribed above and terminate upon completion of the Scope of Services and final payment is rendered to Contractor.

SECTION 2. SCOPE OF SERVICES.

Contractor agrees to perform the services set forth in Exhibit " A" " Scope of Services" ( hereinafter, the " Services") and made a part of this Agreement by this reference.

SECTION 3. ADDITIONAL SERVICES.

Contractor shall not be compensated for any work rendered in connection with its performance of this Agreement that are in addition to or outside of the Services unless such additional services are authorized in advance and in writing in accordance with 4917-9033-3247 vl 152
Section 26 " Administration and Implementation" or Section 28 " Amendment" of this Agreement. If and when such additional work is authorized, such additional work shall be deemed to be part of the Services.

SECTION 4. COMPENSATION AND METHOD OF PAYMENT.
a) Subject to any limitations set forth in this Agreement, City agrees to pay Contractor the amounts specified in Exhibit " B" " Compensation" and made a part of this Agreement by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed Eighty -Two Thousand Seven Hundred Twenty Dollars 82,720.00), unless additional compensation is approved in writing in accordance with Section 26 " Administration and Implementation" or Section 28 " Amendment" of this Agreement.
b) Each month Contractor shall furnish to City an original invoice for all work performed and expenses incurred during the preceding month. The invoice shall detail charges by the following categories: labor ( by sub - category), travel, materials, equipment, supplies, and subcontractor contracts. Subcontractor charges shall be detailed by the following categories: labor, travel, materials, equipment and supplies. If the compensation set forth in subsection ( a) and Exhibit " B" include payment of labor on an hourly basis ( as opposed to labor and materials being paid as a lump sum), the labor category in each invoice shall include detailed descriptions of task performed and the amount of time incurred for or allocated to that task. City shall independently review each invoice submitted by the Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. In the event that no charges or expenses are disputed, the invoice shall be approved and paid according to the terms set forth in subsection ( c). In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor for correction and resubmission.
c) Except as to any charges for work performed or expenses incurred by Contractor which are disputed by City, City will use its best efforts to cause Contractor to be paid within thirty ( 30) days of receipt of Contractor's correct and undisputed invoice. d) Payment to Contractor for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Contractor.

SECTION 5. INSPECTION AND FINAL ACCEPTANCE.

City may inspect and accept or reject any of Contractor's work under this Agreement, either during performance or when completed. City shall reject or finally accept Contractor's work within sixty ( 60) days after submitted to City. City shall reject work by a timely written explanation, otherwise Contractor's work shall be deemed to have been accepted. City's acceptance shall be conclusive as to such work except with respect to latent defects, fraud and such gross mistakes as amount to fraud. Acceptance of any of Contractor's work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Section 16 " Indemnification" and Section 17 Insurance."
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SECTION 6. OWNERSHIP OF DOCUMENTS.

All original maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files and other documents prepared, developed or discovered by Contractor in the course of providing the Services pursuant to this Agreement shall become the sole property of City and may be used, reused or otherwise disposed of by City without the permission of the Contractor. Upon completion, expiration or termination of this Agreement, Contractor shall turn over to City all such original maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files and other documents.

If and to the extent that City utilizes for any purpose not related to this Agreement any maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files or other documents prepared, developed or discovered by Contractor in the course of providing the Services pursuant to this Agreement, Contractor's guarantees and warranties in Section 9 " Standard of Performance" of this Agreement shall not extend to such use of the maps, models, designs, drawings, photographs, studies, surveys, reports, data, notes, computer files, files or other documents.

All final work product developed by Contractor in the course of providing the Services pursuant to this Agreement shall become the sole property of City and may be used, reused or otherwise disposed of by City without the permission of the Contractor. Upon completion, expiration or termination of this Agreement, Contractor shall turn over to City all such final work product if paid for by the City. This provision specifically excludes Contractors' work notes and drafts, which are owned by Contractor, not City.

SECTION 7. CONTRACTOR'S BOOKS AND RECORDS.
a) Contractor shall maintain any and all documents and records demonstrating or relating to Contractor's performance of the Services. Contractor shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, or other documents or records evidencing or relating to the Services, including expenditures and disbursements charged to City pursuant to this Agreement. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Contractor pursuant to this Agreement. Any and all such documents or records shall be maintained for three ( 3) years from the date of execution of this Agreement and to the extent required by laws relating to audits of public agencies and their expenditures. In accordance with California Government Code Section 8546.7, if the total compensation in Section 4 exceeds ten thousand dollars 10,000.00), this Agreement and the Contractor's books and records related to this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of the City, for a period of three ( 3) years after final payment under the Agreement.
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b) Any and all records or documents required to be maintained pursuant to this section shall be made available for inspection, audit and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Contractor's address indicated for receipt of notices in this Agreement.
c) Where City has reason to believe that any of the documents or records required to be maintained pursuant to this section may be lost or discarded due to dissolution or termination of Contractor's business, City may, by written request, require that custody of such documents or records be given to the City. Access to such documents and records shall be granted to City, as well as to its successors - in - interest and authorized representatives.

SECTION 8. INDEPENDENT CONTRACTOR.
a) Contractor is and shall at all times remain a wholly independent contractor and not an officer, employee or agent of City. Contractor shall have no authority to bind City in any manner, nor to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise.
b) The personnel performing the Services under this Agreement on behalf of Contractor shall at all times be under Contractor's exclusive direction and control. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall have control over the conduct of Contractor or any of Contractor's personnel.

Contractor shall not at any time or in any manner represent that Contractor or any of Contractor's personnel are in any manner officials, officers, or employees of City. c) Neither Contractor, nor any of Contractor's personnel shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City's employees. Contractor expressly waives any claim Contractor, its officers, employees, agents or subcontractors, may have to any such rights. Contractor's indemnity obligations in Section 16 " Indemnification" of this Agreement include the obligation to indemnify the City from and against any liability that may arise related to claims that Contractor, its officers, employees, agents or subcontractors, are entitled to retirement, health care or any other benefits that accrue to City employees. This provision shall survive the expiration or earlier termination of this Agreement.

SECTION 9. STANDARD OF PERFORMANCE.

Contractor represents and warrants that it has the qualifications, experience and facilities necessary to properly perform the Services required under this Agreement in a thorough, competent and professional manner. Contractor shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all Services. In meeting its obligations under this Agreement, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to the Services required of Contractor under this Agreement. In addition 4 4917-9033-3247 vl 155
to the general standards of performance set forth this section, additional specific standards of performance and performance criteria may be set forth in Exhibit " A" " Scope of Work" that shall also be applicable to Contractor's work under this Agreement. Where there is a conflict between a general and a specific standard of performance or performance criteria, the specific standard or criteria shall prevail over the general.

SECTION 10. COMPLIANCE WITH APPLICABLE LAWS; PERMITS AND LICENSES.

Contractor shall keep itself informed of and comply with all applicable federal, state and local laws, statutes, codes, ordinances, regulations and rules in effect during the term of this Agreement. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the Services set forth in this Agreement. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this section.

SECTION 11. PREVAILING WAGE LAWS
Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1600, et seq., (" Prevailing Wage Laws"), the Davis - Bacon Act of 1931 and 23 USC 113, which require the payment of prevailing wage rates and the performance of other requirements on " public works" and " maintenance" projects. Contractor agrees to fully comply with such Prevailing Wage Laws.

SECTION 12. NONDISCRIMINATION.

Contractor shall not discriminate, in any way, against any person on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status in connection with or related to the performance of this Agreement.

SECTION 13. UNAUTHORIZED ALIENS.

Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C.A. §§ 1101, et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Contractor so employ such unauthorized aliens for the performance of the Services, and should the any liability or sanctions be imposed against City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by City.

SECTION 14. CONFLICTS OF INTEREST.
a) Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Contractor's performance of 5-
4917-9033-3247 vl 156
the Services. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the City Manager. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement. b) City understands and acknowledges that Contractor is, as of the date of execution of this Agreement, independently involved in the performance of non - related services for other governmental agencies and private parties. Contractor is unaware of any stated position of City relative to such projects. Any future position of City on such projects shall not be considered a conflict of interest for purposes of this section. c) City understands and acknowledges that Contractor will perform non - related services for other governmental agencies and private Parties following the completion of the Services under this Agreement. Any such future service shall not be considered a conflict of interest for purposes of this section.

SECTION 15. CONFIDENTIAL INFORMATION; RELEASE OF INFORMATION. a) All information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the City Manager, except as may be required by law.
b) Contractor, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the City Manager or unless requested by the City Attorney of City, voluntarily provide declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered " voluntary" provided Contractor gives City notice of such court order or subpoena.
c) If Contractor, or any officer, employee, agent or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs and fees, including attorney's fees, caused by or incurred as a result of Contractor's conduct.

Contractor shall promptly notify City should Contractor, its officers, employees, agents or subcontractors, be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed thereunder. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Contractor. However, this right to review any 6 4917-9033-3247 vl 157
such response does not imply or mean the right by City to control, direct, or rewrite said response. Contractor shall not be held criminally or civilly liable under any Federal or State trade secret law for the disclosure of a trade secret that is made in confidence to a Federal, State, or local government official or to an attorney solely for the purpose of reporting or investigating a suspected violation of law or for the disclosure of a trade secret that is made in a complaint or other document filed in a lawsuit or other proceeding, if such filing is made under seal.

SECTION 16. INDEMNIFICATION.
a) Indemnification for Professional Liability. Where the law establishes a professional standard of care for Contractor's services, to the fullest extent permitted by law, Contractor shall indemnify, protect, defend and hold harmless City and any and all of its officials, employees and agents (" Indemnified Parties") from and against any and all liability ( including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including attorneys' fees and costs, court costs, interest, defense costs, and expert witness fees) arise out of, are a consequence of, or are in any way attributable to, in whole or in part, any negligent or wrongful act, error or omission of Contractor, or by any individual or entity for which Contractor is legally liable, including but not limited to officers, agents, employees or subcontractors of Contractor, in the performance of professional services under this Agreement. b) Indemnification for Other than Professional Liability. Other than in the performance of professional services and to the full extent permitted by law, Contractor shall indemnify, protect, defend and hold harmless City, and any and all of its employees, officials and agents from and against any liability ( including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including attorneys' fees and costs, court costs, interest, defense costs, and expert witness fees), where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Contractor, or by any individual or entity for which Contractor is legally liable, including but not limited to officers, agents, employees or subcontractors of Contractor.
c) Indemnification from Subcontractors. Contractor agrees to obtain executed indemnity agreements with provisions identical to those set forth in this section from each and every subcontractor or any other person or entity involved by, for, with or on behalf of Contractor in the performance of this Agreement naming the Indemnified Parties as additional indemnitees. In the event Contractor fails to obtain such indemnity obligations from others as required herein, Contractor agrees to be fully responsible according to the terms of this section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth herein is binding on the successors, assigns or heirs of Contractor and shall survive the termination of this Agreement or this section.
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d) City's Negligence. The provisions of this section do not apply to claims occurring as a result of City's sole negligence. The provisions of this section shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officials, employees and agents.

SECTION 17. INSURANCE.

Contractor agrees to obtain and maintain in full force and effect during the term of this Agreement the insurance policies set forth in Exhibit " C" " Insurance" and made a part of this Agreement. All insurance policies shall be subject to approval by City as to form and content. These requirements are subject to amendment or waiver if so approved in writing by the City Manager. Contractor agrees to provide City with copies of required policies upon request.

SECTION 18. ASSIGNMENT.

The expertise and experience of Contractor are material considerations for this Agreement. City has an interest in the qualifications and capability of the persons and entities who will fulfill the duties and obligations imposed upon Contractor under this Agreement. In recognition of that interest, Contractor shall not assign or transfer this Agreement or any portion of this Agreement or the performance of any of Contractor's duties or obligations under this Agreement without the prior written consent of the City.

Any attempted assignment shall be ineffective, null and void, and shall constitute a material breach of this Agreement entitling City to any and all remedies at law or in equity, including termination of this Agreement pursuant to Section 20 " Termination of Agreement." City acknowledges, however, that Contractor, in the performance of its duties pursuant to this Agreement, may utilize subcontractors.

SECTION 19. CONTINUITY OF PERSONNEL.

Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor's staff and subcontractors, if any, assigned to perform the Services. Contractor shall notify City of any changes in Contractor's staff and subcontractors, if any, assigned to perform the Services prior to and during any such performance.

SECTION 20. TERMINATION OF AGREEMENT.
a) City may terminate this Agreement, with or without cause, at any time by giving thirty ( 30) days written notice of termination to Contractor. In the event such notice is given, Contractor shall cease immediately all work in progress. b) Contractor may terminate this Agreement for cause at any time upon thirty 30) days written notice of termination to City.
c) If either Contractor or City fail to perform any material obligation under this Agreement, then, in addition to any other remedies, either Contractor, or City may terminate this Agreement immediately upon written notice. 8 4917-9033-3247 vl 159
d) Upon termination of this Agreement by either Contractor or City, all property belonging exclusively to City which is in Contractor's possession shall be returned to City.

Contractor shall furnish to City a final invoice for work performed and expenses incurred by Contractor, prepared as set forth in Section 4 " Compensation and Method of Payment" of this Agreement. This final invoice shall be reviewed and paid in the same manner as set forth in Section 4 " Compensation and Method of Payment" of this Agreement.

SECTION 21. DEFAULT.

In the event that Contractor is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Contractor for any work performed after the date of default. Instead, the City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the default. This timeframe is presumptively thirty ( 30) days, but may be extended, though not reduced, if circumstances warrant. During the period of time that Contractor is in default, the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Contractor does not cure the default, the City may take necessary steps to terminate this Agreement under Section 20 " Termination of Agreement." Any failure on the part of the City to give notice of the Contractor's default shall not be deemed to result in a waiver of the City's legal rights or any rights arising out of any provision of this Agreement.

SECTION 22. EXCUSABLE DELAYS.

Contractor shall not be liable for damages, including liquidated damages, if any, caused by delay in performance or failure to perform due to causes beyond the control of Contractor. Such causes include, but are not limited to, acts of God, acts of the public enemy, acts of federal, state or local governments, acts of City, court orders, fires, floods, epidemics, strikes, embargoes, and unusually severe weather. The term and price of this Agreement shall be equitably adjusted for any delays due to such causes.

SECTION 23. COOPERATION BY CITY.

All public information, data, reports, records, and maps as are existing and available to City as public records, and which are necessary for carrying out the Services shall be furnished to Contractor in every reasonable way to facilitate, without undue delay, the Services to be performed under this Agreement.

SECTION 24. NOTICES.

All notices required or permitted to be given under this Agreement shall be in writing and shall be personally delivered, or sent by certified mail, postage prepaid and return receipt requested, addressed as follows:
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To City:

To Contractor:

City of Eastvale
Attn: Public Works Director
12363 Limonite Ave., Suite 910
Eastvale, CA 91752
Z&K Consultants
Crystal Fraire, President
17130 Van Buren Blvd., Suite 122
Riverside, CA 92504
Notice shall be deemed effective on the date personally delivered or, if mailed, three ( 3) days after deposit of the same in the custody of the United States Postal Service.

SECTION 25. AUTHORITY TO EXECUTE.

Each of the signatories hereto represents and warrants that he or she is competent and authorized to enter into this Agreement on behalf of the Party for whom he or she purports to sign. Each Party hereto agrees to defend, indemnify, and hold harmless the other Parties hereto against all claims, suits, actions, and demands, including necessary expenses of investigation and reasonable attorneys' fees and costs, arising out of claims that its signatory was not competent or so authorized to execute this Agreement.

SECTION 26. ADMINISTRATION AND IMPLEMENTATION.

This Agreement shall be administered and executed by the City Manager or his or her designated representative. The City Manager shall have the authority to issue interpretations and to make amendments to this Agreement, including amendments that commit additional funds, consistent with Section 28 " Amendment" and the City Manager's contracting authority under the Eastvale Municipal Code.

SECTION 27. BINDING EFFECT.

This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the Parties.

SECTION 28. AMENDMENT.

No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City. The City Manager shall have the authority to approve any amendment to this Agreement if it does not exceed the amount that may be approved administratively pursuant to the Eastvale Municipal Code. The Parties agree that the requirement for written modifications cannot be waived and that any attempted waiver shall be void. The City's City Manager may, but is not required to, make minor amendments not affecting substantive terms without further authorization from the City Council. The City Council hereby authorizes the City Manager to execute any such amendments as required by this Agreement or that do not otherwise reduce City's rights under this Agreement. All other amendments shall be approved by the City Council.
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SECTION 29. WAIVER.

Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision nor a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work by Contractor shall not constitute a waiver of any of the provisions of this Agreement.

SECTION 30. LAW TO GOVERN; VENUE.

This Agreement shall be interpreted, construed and governed according to the laws of the State of California. In the event of litigation between the Parties, venue in state trial courts shall lie exclusively in the County of Riverside, California. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in Riverside.

SECTION 31. ATTORNEYS FEES, COSTS AND EXPENSES.

In the event litigation or other proceeding is required to enforce or interpret any provision of this Agreement, the prevailing Party in such litigation or other proceeding shall be entitled to an award of reasonable attorney's fees, costs and expenses, in addition to any other relief to which it may be entitled.

SECTION 32. ENTIRE AGREEMENT.

This Agreement, including the attached Exhibits " A" through " C", is the entire, complete, final and exclusive expression of the Parties with respect to the matters addressed therein and supersedes all other agreements or understandings, whether oral or written, or entered into between Contractor and City prior to the execution of this Agreement. No statements, representations or other agreements, whether oral or written, made by any Party which are not embodied herein shall be valid and binding.

SECTION 33. SEVERABILITY.

If any term, condition or covenant of this Agreement is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Agreement shall not be affected thereby and the Agreement shall be read and construed without the invalid, void or unenforceable provision(s). 4917-9033-3247 vl 162
SECTION 34. CONFLICTING TERMS.

Except as otherwise stated herein, if the terms of this Agreement conflict with the terms of any Exhibit hereto, or with the terms of any document incorporated by reference into this Agreement, the terms of this Agreement shall control.

IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first - above written.

SIGNATURES ON FOLLOWING PAGE]
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CITY OF EASTVALE
Mark Orme
City Manager
ATTEST:

Marc Donohue
City Clerk

APPROVED AS TO FORM
Erica Vega
City Attorney
Z&K Consultants
Crystal Fraire
President
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EXHIBIT " A"

SCOPE OF SERVICES
Contractor will perform all services listed in the section entitled " Project Understanding & Scope of Work" in the proposal submitted by Contractor dated April 1, 2025 in response to the City's Request for Proposals for Construction Management and Inspection Services for the 2024 Median Improvement Project Phase 2 attached hereto and incorporated as if fully set forth herein.
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165
EXHIBIT " B"

COMPENSATION
Contractor will perform all Services in accordance with the rates and sums listed in Contractor's Cost Proposal dated April 1, 2025 submitted in response to the City's Request for Proposals for Construction Management and Inspection Services for the 2024 Median Improvement Project Phase 2 attached hereto and incorporated as if fully set forth herein.
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C-1
166
EXHIBIT " C"

INSURANCE
A. Insurance Requirements. Contractor shall provide and maintain insurance, acceptable to the City, in full force and effect throughout the term of this Agreement, against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Services by Contractor, its agents, representatives or employees. Insurance is to be placed with insurers with a current A.M.

Best's rating of no less than A:VII.

Contractor shall provide the following scope and limits of insurance:

1. Minimum Scope of Insurance. Coverage shall be at least as broad as:
1) Commercial General Liability. Insurance Services Office form Commercial General Liability coverage ( Occurrence Form CG 0001). 2) Automobile. Insurance Services Office form number CA 0001 Ed. 1/87) covering Automobile Liability, including code 1 " any auto" and endorsement CA 0025, or equivalent forms subject to the written approval of the City. 3) Workers' Compensation. Workers' Compensation insurance as required by the Labor Code of State of California covering all persons providing Services on behalf of the Contractor and all risks to such persons under this Agreement. 4) Professional Liability. Professional liability insurance appropriate to the Contractor's profession. This coverage may be written on a " claims made" basis, and must include coverage for contractual liability. The professional liability insurance required by this Agreement must be endorsed to be applicable to claims based upon, arising out of or related to Services performed under this Agreement. The insurance must be maintained for at least three ( 3) consecutive years following the completion of Contractor's services or the termination of this Agreement. During this additional three ( 3) year period, Contractor shall annually and upon request of the City submit written evidence of this continuous coverage.

2. Minimum Limits of Insurance. Contractor shall maintain limits of insurance no less than:
1) Commercial General Liability. $ 1,000,000 general aggregate for bodily injury, personal injury and property damage. 2) Automobile. $ 1,000,000 per accident for bodily injury and property damage. A combined single limit policy with aggregate limits in an amount of 4917-9033-3247 vl
C-1
167
not less than $ 2,000,000 shall be considered equivalent to the said required minimum limits set forth above.
3) Workers' Compensation. Workers' Compensation as required by the Labor Code of the State of California of not less than $ 1,000,000 per occurrence. 4) Professional Liability. $ 1,000,000 per occurrence.

B. Other Provisions. Insurance policies required by this Agreement shall contain the following provisions:

1. All Policies. Each insurance policy required by this Agreement shall be endorsed and state the coverage shall not be suspended, voided, cancelled by the insurer or either Party to this Agreement, reduced in coverage or in limits except after 30 days' prior written notice by certified mail, return receipt requested, has been given to City.

2. Commercial General Liability and Automobile Liability Coverages. 1) City, and its respective elected and appointed officers, officials, and employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities Contractor performs; products and completed operations of Contractor; premises owned, occupied or used by Contractor; or automobiles owned, leased, hired or borrowed by Contractor. The coverage shall contain no special limitations on the scope of protection afforded to City, and their respective elected and appointed officers, officials, or employees. 2) Contractor's insurance coverage shall be primary insurance with respect to City, and its respective elected and appointed, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by City, and its respective elected and appointed officers, officials, employees or volunteers, shall apply in excess of, and not contribute with, Contractor's insurance. 3) Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.
4) Any failure to comply with the reporting or other provisions of the insurance policies, including breaches of warranties, shall not affect coverage provided to City, and its respective elected and appointed officers, officials, employees or volunteers.

3. Workers' Compensation Coverage. Unless the City Manager otherwise agrees in writing, the insurer shall agree to waive all rights of subrogation 4917-9033.3247 vl
C-2
168
against City, and its respective elected and appointed officers, officials, employees and agents for losses arising from work performed by Contractor.

C. Other Requirements. Contractor agrees to deposit with City, at or before the effective date of this Agreement, certificates of insurance necessary to satisfy City that the insurance provisions of this contract have been complied with. The City may require that Contractor furnish City with copies of original endorsements effecting coverage required by this Exhibit " C". The certificates and endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. City reserves the right to inspect complete, certified copies of all required insurance policies, at any time.

1. Contractor shall furnish certificates and endorsements from each subcontractor identical to those Contractor provides.

2. Any deductibles or self - insured retentions must be declared to and approved by City. At the option of City, either the insurer shall reduce or eliminate such deductibles or self - insured retentions as respects City or its respective elected or appointed officers, officials, employees and volunteers, or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration, defense expenses and claims.

3. The procuring of such required policy or policies of insurance shall not be construed to limit Contractor's liability hereunder nor to fulfill the indemnification provisions and requirements of this Agreement.
4917-9033-3247 vl
C-3
169
siN Z&KCONS-01

ACCPRGY CERTIFICATE OF LIABILITY INSURANCE
SANDYANA_GARAJ

DATEA E(MMI
025rn
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PRODUCER
NFP Property & Casualty Services, Inc.
1551 North Tustin Avenue
Suite 500
Santa Ana, CA 92705
al€ACT Ashly James
N, ); ( 623) 278-4358
FAX
NC, No):(623) 278-4358
X D ss, [email protected]

INSUREDS) AFFORDING COVERAGE NAIL N
INSURER A: Travelers Property Casualty Company of America 25674

INSURED
Z & K Consultants, Inc.
22295 Jessamine Way
Corona, CA 92883
INSURER B : HDI Global Specialty SE A1340J
INSURER C : James River Insurance Company 12203
INSURER 0 :

INSURER E :

INSURER F :

EVISION NUMBER:

THIS IS TO CERTIFY THAT
INDICATED. NOTWITHSTANDING

CERTIFICATE MAY BE ISSUED

EXCLUSIONS AND CONDITIONS

THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD

ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR

TYPE OF INSURANCELTR
ADDL
INSD
SUER

WVD POLICY NUMBER

POLICY EFF

MM/DO/YYYY)

POLICY EXP

CMMIDDIYYYYI
LIMITS

A X COMMERCIAL GENERAL LIABILITY
X 6802J978123 5!18/2024 5/18/2025
EACH OCCURRENCE 1,000,000

CLAIMS - MADE I X I OCCUR DAMAGES (
RENTED
PREMISES ( Ea occurrence) 1,000,000
MED EXP ( Any ono person) 5,000
PERSONAL & ADV INJURY 1,000,000
GEM AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 1 POLICY X JET I LOC PRODUCTS - COMP/OP AGG 2,000,000
OTHER:

A AUTOMOBILE
fX
H

LIABILITY

ANY AUTO

SCHEDULED
AUTOS
y Ep

AUTOSONNLY
X BA6W812054 5/18/2024 5/18/2025

COMBINED SINGLE LIMIT
Ea accident)
1,000,000
BODILY INJURY ( Per person)
OWNED
AUTOS ONLY BODILY (( Parr accdent)
E

AUTOSONLY
OOPER7YINJURY
Per accident)
AMAGE
I

A X UMBRELLA LIAB I X I OCCUR
CUP7W800864 5/18/2024 5/18/2025
EACH OCCURRENCE 5,000,000
EXCESS LIAB CLAIMS - MADE AGGREGATE 5,000,000
DED . X RETENTIONS 0 Prod Comp 5,000,000

A WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY

ANY PROPRIETOR/PARTNER/EXECUTIVE

FFICER/
MEMB@@R
EXCLUDED?
Mandatory n NH)
li yes descabo under

DESCRIPTIONOF OPERATIONS
Y / N
N / A
X UB9K77696A 5/18/2024 5/18/2025
X
PER
OTH-

ATUTE ER
E.L. EACH ACCIDENT 1,000,000
E.L. DISEASE - EA EMPLOYEE 1,000,000
below E.L. DISEASE - POLICY LIMIT 1,000,000
B
C
E&O/Professlonal Lia
Excess Liability
FRL-H-P-PL-00003201-01
00148570-1
7/10/2024
7/10/2024
7/10/2025
7/10/2025
See Description
See Description

DESCRIPTION OF OPERATIONS I
E&O/Professional Liability I
2,000,000 Each Claim: $ 1,000,000
Excess E&O/Professional Liability
Aggregate $ 1.000.000 I Retro
Certificate Holder Is named
SEE ATTACHED ACORD 101
LOCATIONS I VEHICLES ( ACORD 101 Additional Romarks Schedule, may be attached ammo space Is required Policy Number FRL-H-P-PL-60003201-01 I Effective & Exp ration Dates: 7/10/2024 - 7/10/2025 I Limits: Genera Aggregate: $ Deductible $ 5,000 each claim I Deductible Aggregate $ 15,000 I retroactive date: full prior acts I Policy Number: 00148570-1 I Effective & Expiration Dates: 7/10/2024 - 7/10/2025 I Limits: Each Claim: $ 1,000,000. General Date: 9/26/2023
Additional Insured as respects to General Liability. This insurance is primary and non-contributory with any other insurance of the

CERTIFICATE HOLDER CANCELLATION
City of Eastvale
12363 Limonite Ave, Suite 910
Eastvale, CA 91752

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTATIVE
ACORD 25 ( 2016/03) 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORD 170

4934-9169-9075 v1
1 FIRST AMENDMENT TO AGREEMENT

This First Amendment to Agreement (“First Amendment”) is entered into this ____ day of _________, 20 25 by and between the City of Eastvale, a municipal corporation (“City”) and Z&K Consultants Inc, a California corporation (“Contractor”), as follows:

RECITALS
A. City and Contractor entered in an agreement for project management services on or about May 14, 20 25 (“Agreement”) with a not to exceed amount of $82,720.00.

B. This First Amendment to the Agreement increases the contract amount by $38,376 and amends the total contract compensation to $117,112.00.

OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties do hereby enter into this First Amendment which modifies and amends the Agreement as follows:

1. AMENDMENTS
(a) Scope of Services. In addition to the Services to be provided by Contractor as set forth in the Agreement, Contractor shall perform the services detailed in the Additional Work Request attached to this First Amendment as Exhibit “A” (“Additional Services”), which shall be added to the Scope of Services for the Agreement. (b) Compensation and Method of Payment. In addition to the compensation set forth in Section 4 (a) of the Agreement, the City agrees to pay Contractor the amounts specified in the Additional Work Request attached to this First Amendment as Exhibit “A” for the Additional Services identified therein. The total compensation for the Additional Services, shall not exceed Thirty-Eight Thousand Three Hundred Seventy-Six Dollars and Zero Cents ($38,376.00), unless additional compensation is approved in writing in accordance with Section 26 “Administration and Implementation” or Section 28 “Amendment” of the Agreement.

2. GENERAL PROVISIONS
(a) Remainder Unchanged. Except as specifically modified and amended in this First Amendment, the Agreement remains in full force and effect and binding upon the parties.
171

4934-9169-9075 v1
2 (b) Integration. This First Amendment constitutes the entire understanding and agreement of the parties and supersedes all negotiations or previous agreements between the parties with respect to all or any part of the transaction discussed in this First Amendment.
(c) Effective Date. This First Amendment shall not become effective until the date it has been formally approved and executed by the appropriate authorities of the City and Contractor.
(d) Applicable Law. The laws of the State of California shall govern the interpretation and enforcement of this First Amendment. (e) References. All references to the Agreement include all their respective terms and provisions. All defined terms utilized in this First Amendment have the same meaning as provided in the Agreement, unless expressl y stated to the contrary in this First Amendment.

IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first-above written.

CITY OF EASTVALE
___________________________
Mark Orme
City Manager
ATTEST:
___________________________
Marc Donohue
City Clerk
172

4934-9169-9075 v1
3 APPROVED AS TO FORM
_______________________________
Erica Vega
City Attorney
Z&K Consultants Services
By: ____
Name: ___________________________
Its: ______________________________

NOTE: CONTRACTOR’S SIGNATURES SHALL BE DULY NOTARIZED, AND

APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY BE

REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR
OTHER RULES OR REGULATIONS APPLICABLE TO CONTRACTOR’S
BUSINESS ENTITY. CORPORATIONS AND LLCS MUST SUBMIT

DOCUMENTATION SHOWING THAT THE INDIVIDUAL SIGNING ON ITS BEHALF HAS THE AUTHORITY TO EXECUTE THIS CONTRACT.

173

4934-9169-9075 v1
4 EXHIBIT A

ADDITIONAL WORK REQUEST
(under separate cover)
174

AMENDMENT NO. 1 REQUEST November 18, 2025 Gabriel Mayorquin, Associate Engineer City of Eastvale, Public Works Department 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 Subject: Amendment No. 1 – Additional Time Extension for Construction Management and Inspection Services for the 2024 Median Improvement Project Phase 2 Dear Mr. Mayorquin, Z&K Consultants, Inc. (Z&K) respectfully submits this Amendment No. 1 request for a time and budget extension to continue providing Construction Management and Inspection (CM/CI) Services for the 2024 Median Improvement Project Phase 2. This amendment includes support through December 2025, adding an estimated 3 weeks of service on an as-needed basis to assist with final construction oversight and project closeout. Below is a projected monthly labor summary supporting the continued need for CM/CI services. The total cost of this amendment is $38,376.00, which will bring the revised contract total to $117,112.00: Month Invoice No. CM Inspector Invoice Total Cumulative Remaining $ 168.00 $ 152.00 June 2025 33041 10 9 $ 3,048.00 $ 3,048.00 $ 75,688.00 July 2025 33042 13 40 $ 8,264.00 $ 11,312.00 $ 67,424.00 August 2025 33043 42 168 $ 32,592.00 $ 43,904.00 $ 34,832.00 September 2025 33044 42 168 $ 32,592.00 $ 76,496.00 $ 2,240.00 October 2025 33045 16 25 $ 6,488.00 $ 82,984.00 $ (4,248.00) November 2025* 33045 20 16 $ 5,792.00 $ 88,776.00 $ (10,040.00) December 2025* 33045 30 120 $ 23,280.00 $ 112,056.00 $ (33,320.00) Project Close Out* 33046 12 20 $ 5,056.00 $ 117,112.00 $ (38,376.00) *Projected hours for the remainder of the project. Assumed Labor Effort, consistent with our original cost proposal, is as follows: • Senior Construction Manager = 10 hours a week on average • Senior Construction Inspector = 8 hours a day The requested 3 weeks will be used only as needed. If no work is scheduled on-site, our staff will not be deployed for that day. We appreciate the City’s continued support and look forward to successfully closing out the project. Should you have any questions or need further details, please don’t hesitate to reach out. Sincerely, Crystal Fraire, PE, President Z&K Consultants, Inc. (951) 310-7470 | [email protected] 175

AGENDA STAFF REPORT

City Council Meeting

CONSENT CALENDAR

Agenda Item No. 11.8
January 14, 2026
Approve the City of Eastvale Standards and Standard Specifications for Design and Construction of Public Improvements
Prepared By:

Jimmy Chung, Public Works Director/City Engineer
Recommended Action(s)
Staff recommends that the City Council a
dopt a Resolu on approving the City of Eastvale Standards and Standard Specifications for Design and Construction of Public Improvements.

Summary
The City of Eastvale’s Standards and Standard Specifica ons for Design and Construc on of Public Improvements establish the City’s official policies and minimum requirements for the design, construc on, and maintenance of public infrastructure. Historically, the City has relied on Riverside County’s Road Improvement Standards and County Specifica ons when reviewing and construc ng various City projects. As Eastvale con nues to grow and undertake more complex Capital Improvement Projects (CIP), coordinate with u li es, and manage infrastructure maintenance, the need for city-specific standards has become increasingly important.

Adop ng Eastvale-specific Standards and Specifica ons ensures consistency, quality, and uniformity across all projects within the City’s jurisdic on. The Standards provide clear guidance to design professionals, developers, u lity agencies, and contractors performing work within the City’s right- of-way (ROW). The accompanying resolu on formally adopts these Standards and authorizes the City Engineer to approve future technical updates as necessary.

Background
The City of Eastvale's Standards and Standard Specifica ons for Design and Construc on of Public Improvements provide comprehensive design criteria, material requirements, technical 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
176
specifica ons, and standard construc on details. They apply to all public improvements, whether constructed by the City, private developers, or u lity agencies. The Standards are intended to protect public safety, preserve community aesthe cs, and support long-term infrastructure maintenance.

Consistent with industry best prac ces, the Standards and Specifica ons are designed as a “living” document. Updates may be necessary over me to reflect technological advancements, improvements in materials, updated safety guidelines, or opera onal experience within Eastvale.

Staff recommends that City Council authorizes City Engineer to approve future revisions, allowing them to take effect immediately without requiring additional City Council approval.

All improvements constructed within the ROW must comply with these Standards and Specifica ons unless a modifica on is formally approved by the City Engineer. Non-compliant improvements may be subject to removal and replacement at the responsible party’s expense to ensure safety and infrastructure uniformity.

By establishing Eastvale-specific Standards and Specifica ons, the City reinforces its commitment to protect public safety, preserve community aesthetics, and support long-term maintenance planning.

Environmental
The adop on of the City of Eastvale’s Engineering Standards and Specifica ons does not cons tute a project under the California Environmental Quality Act (CEQA), as it does not result in a direct or reasonably foreseeable indirect physical change to the environment.

Strategic Plan Action - Priority Level: N/A
| Target #: N/A
| Goal #: N/A
None.

Fiscal Impact
There is no fiscal impact associated with approving the aFached Resolu on; however, the updated Standards and Specifica ons may affect the cost of future City or private development projects, though the extent of this impact is currently unknown.

Prior City Council/Commission Action
None.

Attachment(s)
Attachment 1 - Resolution Adopting Standards and Specifications

Attachment 2 - Exhibit A to Resolution - Specifications.pdf

Attachment 3 - Exhibit B to Resolution - Standards.pdf

12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
951.361.0900 |
eastvaleca.gov
177

RESOLUTION NO. 26-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EAST VALE, CALIFORNIA,

APPROVING ENGINEERING STANDARDS AND SPEC IFICATIONS FOR THE DESIGN

AND CONSTRUCTION OF PUBLIC IMPROVEMENTS WITHIN THE CITY OF EASTVALE.

WHEREAS, the City of Eastvale Engineering Standards & Specifications for the Design and Construction of Public Improvements establish policies, design, material, and construction requirements; and

WHEREAS, design professionals, private developers and contractors, and City staff use these requirements for residential and commercial development and public works projects to ensure public welfare, preserve the community aesthetic, and promote efficient development within the City of Eastvale; and

WHEREAS, the Engineering Standards include various design criteria, technical specifications and standard construction details which are considered minimum requirements for the design and construction of public facilities within the City; and

WHEREAS, the Engineering Standards reflect years of refinement through many public and private construction projects overseen by the City each year; and

WHEREAS, the Engineering Standards are to be maintained as a “living” document with subsequent editions released over time to include changes reflecting current industry standards; and

WHEREAS, individual standards may be updated between adopted editions and shall become effective immediately upon approval by the City Engineer without the need for adoption by the City Council.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EASTVAL E DOES HERBY FIND, DETERMINE, AND RESOLVE AS FOLLOWS:

SECTION 1. THE CITY COUNCIL OF THE CITY OF EASTVALE HEREBY APPROVE S THE ENGINEERING STANDARD S AND SPECIFICATIONS DATED DECEMBER 2025 ATTACHED HERETO AS EXHIBITS “A” (SPECIFICATIONS) AND “B” (STANDARDS).

SECTION 2. FOR THE PURPOSES OF ESTABLISHING AND MAINTAINING DESIGN IMMUNITY UNDER CALIFORNIA GOVERNMENT CODE SECTION 830.6, THE CITY COUNCIL HEREBY DELEGATES TO THE CITY ENGINEER THE DISCRETIONARY AUTHORITY TO: A) APPROVE REVISIONS TO THE APPROVED ENGINEERING STANDARDS AND SPECIFICATIONS ; AND B)

TO APPROVE PLANS OR DESIGNS FOR THE CONSTRUCTION OF, OR AN IMPROVEMENT TO, 178

PUBLIC PROPERTY THAT DEVIATE FROM THE APPROVED ENGINEERING STANDARDS AND SPECIFICATIONS.

PASSED, APPROVED AND ADOPTED this 14th day of January, 2026.

__________________________________________
Jocelyn Yow
Mayor

APPROVED AS TO FORM: ATTEST:

__________________________________________ __________________________________________ Erica Vega Marc A. Donohue, MMC
City Attorney City Clerk
179

STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) §

CITY OF EASTVALE )

I, Marc A. Donohue , City Clerk/Communications Director of the City of Eastvale, California, do hereby certify that the foregoing City Council Resolution No. 26-__, was duly adopted by the City Council of the City of Eastvale, California, at a meeting held on the 14th day of January, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

____________________________________
Marc A. Donohue, MMC
City Clerk
180
i City of Eastvale Standard Specifications January 2026

CITY STANDARD SPECIFICATIONS

TABLE OF CONTENTS

SECTION PAGE
TABLE OF CONTENTS ................................ ................................ ................................ ........................... 1

1. 1. DEFINITIONS ................................ ................................ ................................ ................................ .... 1

2. 2. INSPECTION AND TESTING ................................ ................................ ................................ ............ 2

3. 3. MATERIALS ................................ ................................ ................................ ................................ ..... 3

4. 4. SCOPE OF THE WORK ................................ ................................ ................................ ................... 4

5. 5. OBSTRUCTIONS ................................ ................................ ................................ ............................. 4

6. 6. PUBLIC SAFETY................................ ................................ ................................ .............................. 5

7. 7. CLEARING AND GRUBBING ................................ ................................ ................................ ........... 7

8. 8. EARTHWORK ................................ ................................ ................................ ................................ .. 7

9. 9. FINISHING ROADWAY ................................ ................................ ................................ .................... 8

10. 10. BASE MATERIALS ................................ ................................ ................................ .......................... 9

11. 11. ASPHALT CONCRETE ................................ ................................ ................................ .................. 10

12. 12. FOG SEALS AND CHIP SEALS ................................ ................................ ................................ ..... 14

13. 13. SLURRY SEALS ................................ ................................ ................................ ............................ 14

14. 14. CONCRETE STRUCTURES ................................ ................................ ................................ .......... 15

15. 15. CULVERT PIPE ................................ ................................ ................................ ............................. 16

16. 16. CONCRETE CURB AND GUTTER AND SIDEWALK ................................ ................................ .... 17

17. 17. SEWERS ................................ ................................ ................................ ................................ ....... 20

18. 18. WATER PIPELINES ................................ ................................ ................................ ....................... 21

19. 19. UNDERGROUND UTILITY INSTALLATION ................................ ................................ ................... 23

20. 20. STREET NAME SIGNS ................................ ................................ ................................ .................. 24

21. 21. LAND SURVEY MONUMENTS ................................ ................................ ................................ ...... 24

22. 22. STREET LIGHTING ................................ ................................ ................................ ........................ 26

23. 23. TRAFFIC SIGNAL AND HIGHWAY LIGHTING SYSTEM ................................ ............................... 27

24. 24. ROADWAY LANDSCAPING ................................ ................................ ................................ .......... 32 181
ii City of Eastvale Standard Specifications January 2026

THIS PAGE INTENTIONALLY LEFT BLANK
182
iii City of Eastvale Standard Specifications January 2026 The publications referred to herein are as follows:
▪ Standard Specifications of the California Department of Transportation, latest issue ▪ “Greenbook”, Standard Specifications for Public Works Construction, latest issue ▪ American Society for Testing Materials (ASTM), Standards and subsequent revisions ▪ American Association of State Highway and Transportation Officials (AASHTO), Parts I and II, latest edition
▪ American Water Works Association (AWWA), latest edition ▪ American National Standard Practice for Roadway Lighting, American National Standards Institute (ANSI)
▪ Department of Health Services’ publication “Criteria for the Separation of Water Mains and Sanitary Sewers, latest edition
▪ California Waterworks Standards, California Administrative Code ▪ City of Los Angeles Department of Transportation Special Provisions and Standard Drawings for the Installation and Modification of Traffic Signals “Red Book” ▪ Riverside County Road Standard Specifications
183
January 2026 1 City of Eastvale Standard Specifications

1. DEFINITIONS

1.01 City Engineer: Shall mean the City Engineer of the City of Eastvale, California, and any duly appointed deputies, inspectors, or agents, as referred to herein.

1.02 City Standard Specifications: Shall mean this document as approved by the City of Eastvale City Council by City Ordinance.

1.03 Caltrans Standard Specifications: As herein referred to shall mean the Standard Specifications of the State of California, Department of Transportation, latest issue published on the Caltrans Website.

1.04 Caltrans Standard Plans: As herein referred to shall mean the Standard Plans of the State of California, Department of Transportation, latest issue published on the Caltrans Website.

1.05 Greenbrook Standards and Specifications: As herein referred to shall mean the Greenbook Standard Plans for Public Works Construction and Greenbook Standard Specifications for Public Works Construction, latest issue published on the Greenbook Committee website.

1.06 Contractor: As herein referred to shall mean the agency or individual engaged in doing the work, and furnishing the materials herein discussed. Said Contractor shall represent the Developer insofar as the execution of the work shall be concerned, and it will be assumed that he has been so authorized by the Developer.

1.07 Agreement: As herein referred to shall mean the formal Subdivision Improvement Agreements entered into with the Board of Supervisors of the City of Eastvale by the Subdivider, as completed and executed by both parties. Said Agreements to set forth all requirements for improvement of the subject Subdivision, including roads, water supply systems, drainage structures, sewers, monuments or other work as set forth therein.

1.08 Plans: The plans, profiles, detail sheets or other drawings or instructions as prepared by a Licensed Civil Engineer in the State of California on behalf of the Developer to delineate the nature and scope of the improvement work to be done on the proposed Project. Said Plans are to be signed by the City Engineer as to substantial compliance with the City Road Standards and City Standard Specifications. Full responsibility for the design shown on the Plans rests with the Developer’s Engineer that signed and stamped the Plans.

1.09 Project Specifications: The approved project -specific specifications comprised of Caltrans Standard Specifications, Greenbook Standard Specifications, City Standard Specifications, special provisions, or a combination thereof.

1.10 City Standards: Standard drawings as prepared by the City Engineer and adopted by Ordinance, showing the nature of the various items of improvement work to be done and/or made a part of the Agreement.

1.10 Engineer: An authorized representative of the City Engineer acting within the scope of his designated authority in the detailed inspection of the work.

1.11 Developer’s Engineer: A Licensed Civil Engineer in the State of California responsible for the Plans and Project Specifications who is authorized to represent the Developer.

1.12 Subdivider: Any person, firm, corporation, partnership or association who caused land to be divided into a Subdivision for himself or for others and has executed an Agreement with the City. 184
January 2026 2 City of Eastvale Standard Specifications

1.13 Developer: Any person, firm, corporation, partnership or association who intends to cause improvements to be constructed within on real property and/or the public road right -of-way, including but not limited to Subdividers.

1.14 Acceptance: Completion of all work in accordance with approved Plans and Project Specifications; in conformance with City of Eastvale Ordinances, Improvement Standards and Specifications; and release of Securities by the City Engineer.

1.15 Laboratory: The established Laboratory of the City of Eastvale Public Works Department or other laboratories approved by the Engineer to test materials and work involved in the Agreement.

1.16 Terms and Definitions: In lieu of the following terms and definitions as used in Section 1 of the Caltrans Standard Specifications, the intent and meaning shall be interpreted as follows:

A. DEPARTMENT OF PUBLIC WORKS. Shall mean the City of Eastvale Public Works Department
B. STATE or STATE OF CALIFORNIA. Shall mean the City of Eastvale.

2. INSPECTION AND TESTING

2.01 2.02

2.03 2.04

2.05 Conformity with Agreement Documents and Allowable Deviations: Work and materials shall conform to the lines, grades, cross sections, dimensions and material requirements including tolerances, shown on the Plans or indicated in the Project Specifications. Although measurement, sampling and testing may be considered evidence as to such conformity, the Engineer shall be the sole judge as to whether the work or materials deviate from the Plans and Project Specifications, and his decision as to any allowable deviations therefrom shall be final.

Lines and Grades: Such stakes or marks will be set by the Developer as the Engineer determines to be necessary to establish the lines and grades required for the completion of the work specified in Plans, City Road Standards, and Project Specifications.

Advance Notice: At least forty-eight (48) hours notice shall be given to the City Engineer and/ or their appointed agents when requesting inspection . No paving or concrete operations will be permitted except in the presence of an inspector, or with the approval of the City Engineer and/or their appointed agents to pave or pour concrete without the presence of an inspector.

Inspection: The Contractor or Developer shall at all times provide safe access for inspection of the work by the City Engineer and/or their appointed agents; and to any shops, plants, or areas wherein materials or portions of the work are in process.

Materials Testing: Unless otherwise permitted in the Agreement, all materials tests shall be performed in accordance with the current published method as specified and used by the following agencies:

A. American Society for Testing and Materials.

B. American Association of State Highway and Transportation Officials.

C. Published Federal Specifications (Airports, etc.) (If applicable).

D. Test Methods as developed by Materials and Research Department - California Department of Transportation, Sacramento, California.
185
January 2026 3 City of Eastvale Standard Specifications E. Any other applicable testing required by the City Engineer.

F. Should the Developer be authorized to use a private Laboratory for control of the work, and in the event that said Laboratory desires to perform the materials testing by methods not specified in City Standard Specifications, such testing methods will be submitted to the Engineer for approval together with all required data necessary to substantiate the validity of the testing results obtained by using such methods. Following a review of this proposal, the Engineer may indicate his approval of the use of such non-standard testing methods on the project.

2.06 Samples: In general, all samples for testing will be taken by the City Engineer and/or their appointed agents from material at, or delivered to the site of the work, and such material should be available in ample time before intended use to allow for such testing. In the event that control testing for the work is performed by a private Laboratory, the City Engineer reserves the right to stipulate the number and location of those control tests which will relate to ultimate Acceptance of the work by the Public Works Department.

2.07 Removal of Rejected and Unauthorized Work: All work which has been rejected shall be remedied or removed and replaced in an acceptable manner. Any work done beyond the lines and grades shown on the Plans or established by the Engineer, or any work done without written authority will be considered as unauthorized work. Upon order of the Engineer, work shall be remedied, removed, or replaced at no expense to the Public Works Department.

2.08 Equipment: The Contractor shall provide adequate and suitable equipment to meet the above requirements, and when ordered by the Engineer shall remove unsuitable equipment from the work.

2.09 Final Inspection: When the work has been completed, the Engineer will make the final inspection.

All projects shall receive a final inspection prior to acceptance. A formal request for final inspection shall be sent to the Public Works Inspector two working days in advance.

3. MATERIALS

3.01 Quality of Materials: In general, materials shall be new, and of a quality equal to that specified.

Any material equal to that specified, in the opinion of the City Engineer will be approved, provided a proper request for substitution is submitted containing sufficient data or information on the article or material to permit investigation and decision. Unless such a request is approved, no substitutions will be permitted. Should it be proposed to include any materials in the work not covered within City Standard Specifications, said material will, in general, be required to conform to all details of its fabrication, composition and manufacture to the applicable designation specified for the material or article in the current publications of the American Society for Testing Materials (ASTM). All Materials to use shall be submitted to, reviewed by, and approved by the City Engineer prior to use.

3.02 Specified Material: Certain materials shall be of the grades or types specified by the City Engineer and said materials will be so specified in the formal Agreement with the Developer or will be shown on the approved Plans of the work. Unless otherwise provided in the Agreement, all materials will be furnished by the Contractor.

3.03 Certificate of Compliance: The Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance stating that the materials involved comply in all respects with the requirements of the City Standard Specifications.

The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials. A Certificate of Compliance must be furnished with each lot of material delivered to the work and the lot certified must be clearly identified in the certificate. 186
January 2026 4 City of Eastvale Standard Specifications

3.04 3.05

3.06 All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the work which conforms to the requirements of the Plans and Project Specifications and any such material not conforming to such requirements will be subject to rejection whether in place or not.

The City reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance.

Local Material: Local material is defined as rock, sand, gravel, earth, or other mineral material obtained or produced from sources in the vicinity of the work specifically for use on the project.

Local material must not be a material obtained from established commercial sources.

When requested by the Contractor or Developer in writing, the City will test materials from any local source which has not been previously tested. If the material passes the City administered tests, it is deemed satisfactory to be used in the work. The City will shall be reimbursed for administering the tests.

Disposal of Excess Excavation or Materials: Excess earth excavation or other materials resulting from construction operations shall be disposed of by the Contractor outside of the right-of-way. Material becomes Contractor's responsibility and shall be disposed at an established disposal facility or private property with valid grading/stockpiling permit. City shall have release of liability from disposal.

Specific Brand or Trade Name and Substitution: The Contractor or Developer may request in writing to use a product that is equal to or better than the specified brand or trade name.

The request shall include substantiating data that proves the substitution causes no delay and is of equal or better quality and suitability . The City will review requests for acceptable equivalents on a case-by-case basis and issue written approval if granted.

4. SCOPE OF THE WORK

4.01 General: The scope of the work shall be set forth in the Agreement with the Developer, as shown on the Plans, City Standards, and as specified in the Project specifications, or as directed by the City Engineer.

4.02 Alterations in the Work: Minor changes in the work due to unforeseen local conditions shall not be made without prior approval of the City Engineer. Major alterations in design or standard of work will only be permitted following execution of an amended Agreement and any work performed prior to the completion of such an amended Agreement will be performed at the owner’s risk.

5. OBSTRUCTIONS

5.01 Utility Facilities: Any relocation of existing power, telephone poles, sewers, waterlines, gas lines, or other utility installations necessary to clear the limits of the proposed work shall be the responsibility of and paid for by the Developer, and they shall make all necessary arrangements with the owners thereof.

5.02 Existing Facilities: Revisions or relocations of existing Public Works Department installations shall be shown on the Plans. In addition, the Contractor will be required to cooperate with Public Works Department personnel on the work as may be necessary to maintain proper public service. The Contractor shall protect any existing signs, culverts or other facilities during their operations and will be liable for any damage to same.
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January 2026 5 City of Eastvale Standard Specifications

5.03 Trees: Tree removal as shown on the Plans or as directed by the Engineer shall be the responsibility of the Developer and shall be removed to a depth of 2 feet below the finish grade, including stump grinding. An existing tree whose trunk face is located closer than eight feet from the face of the curb shall be removed unless otherwise specifically directed by the City Engineer. In addition, a fixed object (such as a tree) shall have a clearance of eight feet minimum from the edge-of-travel-way (ETW) and four feet minimum from the edge-of-pavement (EP) in accordance with City Standard No. 820.

6. PUBLIC SAFETY

6.01 Laws to be Observed : The Contractor shall keep himself fully informed of all existing State and Federal laws and County and local ordinances and regulations which in any manner affect those engaged or employed in the work or the materials used in the work, or which in any way affect the conduct of the work. They shall at all times observe and comply with, and shall cause all of their agents and employees to observe and comply with, all such existing laws, ordinances, regulations, orders and decrees of bodies or tribunals having any jurisdiction or authority over the work; and shall protect and indemnify the City of Eastvale, and all of its and their officers and agents and servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulations, order or decree, whether by themselves or their employees. If any discrepancy is discovered in the Plans, City Standards, City Standard Specifications, or Agreement for the work in relation to any such law, ordinance, regulations, order or decree, the Contractor shall report the same to the City Engineer in writing.

6.02 Permits and Licenses: The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices pertinent or incidental to the lawful execution of the work. The Contractor shall obtain an encroachment permit from the City for the various types of encroachment activities within City public right-of-way.

6.03 Public Convenience: The Contractor shall so conduct their operations as to offer the least possible obstruction and inconvenience to public traffic, and they shall have under construction no greater length or amount of work than they can actively prosecute. On existing roads, unless otherwise approved by means of traffic control plan, traffic shall be permitted to pass through the work zone little inconvenience and delay as possible. Spillage of materials resulting from hauling operations along or across the traveled way shall be removed immediately. Spillages of hazardous materials must be promptly reported to the City Engineer. Existing traffic signal and highway lighting systems shall be kept in operation for the benefit of the traveling public during progress of the work, and other forces will continue routine maintenance of existing systems.

When existing traffic signal detector loops are rendered inoperable at any time during construction, the Contractor shall install and maintain temporary video detection in coordination with the Engineer and in accordance with City Standard Specifications.

Convenience of abutting owners along the road shall be provided for as far as practicable.

Convenient access to driveways, houses, and buildings along the line of the work shall be maintained by the Contractor and temporary approaches to crossings or intersecting highways shall be provided and kept in good condition.

In order to expedite the passage of public traffic through or around the work, the Contractor shall install and maintain signs, lights, barricades and other facilities for the sole convenience and 188
January 2026 6 City of Eastvale Standard Specifications direction of public traffic. Such warning systems and devices shall be approved by the City Engineer. Also, when so directed by the City Engineer they shall provide and station flagmen whose sole duties shall consist of directing the movement of public traffic through or around the work.

Water or dust palliative shall be applied if ordered by the City Engineer for the alleviation or prevention of dust nuisance. Applicable provisions of Section 10-5 "Dust Control", Section 14-9 "Air Quality", Section 10-6 "Watering", and Section 18 "Dust Palliative" of the Caltrans Standard Specifications; Rules no. 401, 402, 403 and 403.1 of the South Coast Air Quality Management District (AQMD); and all other applicable Federal and State laws.

6.04 Public Safety: Whenever the Contractor's operations create a condition hazardous to traffic or to the public, Contractor shall furnish at their own expense such flagmen and guards as are necessary to give adequate warning to the public of any dangerous conditions to be encountered and he shall furnish, erect and maintain such fences, barricades, lights, signs and other devices as are necessary to prevent accidents, and avoid damage or injury to the public.

Flagmen and guards while on duty and assigned to give warning to the public that the highway is under construction and of any dangerous conditions to be encountered as a result thereof shall be equipped in compliance with California Occupational Safety and Health Administration (Cal/OSHA) Standards. Flags, signs, lights, and other warning and safety devices shall conform to the requirements set forth in the current State of California Manual on Uniform Traffic Control Devices (CA MUTCD) and any signs furnished and erected by the Contractor shall be at his own expense.

Should the Contractor appear to be neglectful or negligent in furnishing and maintaining warning and protective measures as above provided, the City Engineer may direct attention to the existence of a hazard and the necessary warning and protective measure shall be furnished and installed by the Contractor at his own expense without cost to the City. Should the City Engineer point out the inadequacy of warning and protective measures, such action on the part of the City Engineer shall not relieve the Contractor from responsibility for public safety or abrogate his obligation to furnish and pay for these devices.

No material or equipment shall be stored where it will interfere with the free and safe passage of public traffic, and at the end of each day's work and at other times when construction operations are suspended for any reason, the Contractor shall remove all equipment and other obstruction from that portion of the roadway open for use by public traffic.

6.05 Use of Explosives: When the use of explosives is necessary for the prosecution of the work, the Contractor shall use the utmost care not to endanger life or property. Contractor must obtain necessary local, state and/or federal permits required prior to the use of explosives. All explosives shall be stored in accordance with the provisions of Division XI of the Health and Safety Code. Attention is called to local ordinances involving the use or storage of explosives and for excavating rock by blasting shall conform with applicable provisions of Section 19 -4 of the Caltrans Standard Specifications.

6.06 Lane Closure: Lane closures shall conform to the most current State of California Manual on Uniform Traffic Control Devices (CA MUTCD). Should it be necessary for the lane closure to remain in place after standard work hours, the Contractor shall provide a traffic control plan prepared and signed by a Traffic Engineer Licensed in the State of California. Lanes shall be 189
January 2026 7 City of Eastvale Standard Specifications opened back to Traffic after 2 weeks of no active work in the closure area. Standard work hours are from 7:00 am to 6:00 pm pursuant to Ordinance CHAPTER 8.52 - NOISE REGULATION.

7. CLEARING AND GRUBBING

7.01 General: Clearing and grubbing operations shall conform with the provisions of Section 17 of the Caltrans Standard Specifications and the details shown on the Plans.

7.02 Concrete Removal, Structure Removal, or Pavement Removal: This construction activity shall be considered a part of the clearing operation and shall conform with the applicable provisions of Section 15 -1, Section 41 -11 or Section 60 -2 of the Caltrans Standard Specifications. Such removed materials shall be disposed of as elsewhere provided herein or as approved by the Engineer. When portions of existing concrete or paved surfaces are to be cut back to provide for joining or widening, such surfaces shall be sawed or otherwise cut to neat lines.

8. EARTHWORK

8.01 General: Included under the term "Earthwork" will be all operations involved in grading roadway excavation or embankment construction required to bring the roadway section to the approved grade, and such drainage and structure excavation and backfill as may be required by the approved Plans. These operations include the performance of all incidental work required to construct the roadway subgrade and the approaches thereto, and to maintain them in the form specified until the final Acceptance by the City.

All earthwork shall conform with the applicable provisions of Section 19 of the Caltrans Standard Specifications except as herein modified.

8.02 Relative Compaction: Relative compaction requirement of at least 95 percent for at least a depth of 2.5 feet below the finished grade for the width of the traveled way plus 3 feet on each side shall not be required.

This provision will not include the necessity of conforming to the provisions of the relative compaction requirement of Section 19-5 of the Caltrans Standard Specifications.

8.03 Watering: Embankments and subgrade shall be watered or sprinkled during construction so as to obtain the specified relative compaction of the material included therein.

8.04 Ditches and Channels: Drainage inlet and outlet ditches and channels shall be constructed to lines and grades shown on the approved Plans and profiles and as specified in Section 19 -2 of the Caltrans Standard Specifications. Channels shall be constructed upstream and downstream of all culverts as necessary to ensure proper capacity for same.

8.05 Structural Section Design of Road Bed: Unless otherwise approved by the City Engineer, structural section design requirements for the combined thickness of asphalt concrete (AC) and aggregate base (AB) surfacing will be determined by an accepted rational system of design, employing soil testing procedures, and the necessary sampling, testing, and the design of the aggregate base and asphalt concrete surface courses will be performed by the City Materials Laboratory, unless otherwise provided in the Agreemen t. All street structural sections are tentative. Additional soil tests will be taken after rough grading to determine the exact street structural section requirements. The structural section shall be in accordance with City 190
January 2026 8 City of Eastvale Standard Specifications Standards and approved by the City Engineer.

Road Type
Category
Reference Standard
Drawing Number
Traffic
Index
AC
Pavement
Type
Minimum
Structural
Section
Access Road
Short Local Street
Exterior & Local Street
104, 105A, 105B,
105C, 106, 107A,107B 5.5
Base Pave:

B-PG 64-10 or
B-PG 70-10
(Truck Routes)
2” Cap Pave:

ARHM-GG-C-PG
64-16
4” AC
6” CAB
Collector 103 8.0 6” AC
8” CAB
Industrial collector
Secondary Highway
Major Highway
93, 94, 108, 111 10.0 7” AC
8” CAB
Arterial Highway
Urban Arterial Highway
Truck Routes
91, 92, 109 12.0
8” AC
12” CAB
Or
10” PCC
6” CAB
Notes:

1. The minimum thickness for the Aggregate Base is 6 inches.

2. The Engineering Department accepts alternate structural sections including full depth asphalt concrete or multi-layered aggregate subbase, lime, or cement-treated bases overlaid with Aggregate Base. The thickness of the Aggregate Base in these instances can be less than 6 inches provided the gravel equivalency of the total structural section is maintained.

3. When the asphalt concrete section is constructed in two courses (base course and surface course), the construction of the asphalt concrete courses shall be placed as follows: (a) the bottom lift (base course) shall have a minimum thickness of 1-1/2 inches using 1/2-inch size aggregate or 2-1/2 inches using 3/4-inch size aggregate, and (b) the top lift (surface course) shall be 1-1/2 inches using 1/2-inch
size aggregate.

9. FINISHING ROADWAY

9.01 General: Upon completion of all construction operations, the entire street system shall be finished and cleaned in accordance with the provisions of Section 22 of the Caltrans Standard Specifications and these Special Provisions.

9.02 Shoulders: Roadway shoulders shall be trimmed and shaped to conform with the requirements of the approved typical section. This will include grading an optimum slope to the property lines 191
January 2026 9 City of Eastvale Standard Specifications if so directed. Included in this portion of the work shall be additional clearing, grubbing, or removal of debris not previously completed by the Contractor.

Concrete curbs-and-gutters and cross-gutters shall be broomed clean and flushed with water to ensure proper drainage. Any underground drainage systems or storm drain facilities shall be thoroughly flushed out to ensure proper operation.

9.03 Appurtenances: Street name signs, barricades, and warning devices shall be completed and in place.

9.04 Monuments: Unless otherwise approved by the City Engineer, monuments located within the improved street area shall be in place and pavement cuts neatly patched.

9.05 Final Cleanup: Prior to inspection and Acceptance of the completed work, all items of finish work as outlined above must be completed.

10. BASE MATERIALS

10.01 General: Base material to be used in construction of the upper layers of the roadbed shall consist of the following material classifications:

A. Crushed Aggregate Base
B. Aggregate Base Class 2
C. Lime Treated Base
D. Cement Treated Bases
Note: When roads are accepted for maintenance by the City of Eastvale, the aggregate base shall be Crushed Aggregate Base. Class 2 Aggregate Base may be used when approved by the City Engineer.

The exact type of base material to be used on the work will be specified in the Agreement and shown on the Plans.

10.02 Crushed Aggregate Base: Crushed Aggregate Base (CAB) shall conform to the provisions of Section 200-2.2 of the Greenbook Standard Specifications for Public Works Construction. The material shall consist of crushed rock, free from organic matter, vegetable matter, and other deleterious substances, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm and stable base. The aggregate shall be produced from clean, hard, durable rock material, crushed to meet the specified grading requirements.

The material shall be of such sizes that the percentage composition by weight shall conform to the following grading at the time the material is deposited on the roadbed when determined by California Test Method (CTM) No. 202:

Sieve Size Percentage Passing Sieve
1 inch 100
3/4 inch 90 – 100
192
January 2026 10 City of Eastvale Standard Specifications No. 4 35 – 60
No. 30 10 – 30
No. 200 2 – 9
The material shall conform to the following quality requirements:

Property CTM No. Requirements
Resistance (R-value) 301 78 Min.

Sand Equivalent 217 25 Min.

Aggregate Base shall be approved by the City Engineer prior to placement to ensure compliance with the Greenbook standards and City of Eastvale requirements.

10.03 Aggregate Base, Class 2: Aggregate Base, Class 2 shall conform to the provisions of Section 26 of the Caltrans Standard Specifications and as modified herein. Section 26 shall include the following provision: Aggregate for Class 2 aggregate base shall be free from organic matter and other deleterious matter and shall be of such nature that it can be compacted readily under watering and rolling to form a firm and stable base. Aggregate may consist of broken and crushed asphalt concrete or Portland Cement Concrete and may contain crushed aggregate base (crushed rock and rock dust) or other rock materials. The material may contain no more than 3 percent brick by weight as determined by California Test Method 202 and as modified.

Brick material retained on a No. 4 sieve shall be identified visually and separated manually.

Brick quantification shall be based on the total weight of the dry sample.

The material shall conform to the following quality requirements:

Property CTM No. Requirements
Resistance (R-value) 301 60 Min.

Sand Equivalent 217 21 Min.

10.04 Stabilized Soils: Lime treated base shall conform to the provisions of Section 24 of the Caltrans Standard Specifications.

10.05 Cement Treated Base: Cement treated base shall conform to the provisions of Section 27 of the Caltrans Standard Specifications.

10.06 Concrete Base: Lean concrete or rapid strength concrete base shall conform to the provisions of Section 28 of the Caltrans Standard Specifications.

11. ASPHALT CONCRETE

11.01 General: Asphalt concrete shall be composed of mineral aggregate and asphalt binder, mixed in a suitable central mixing plant, and placed on the roadbed in accordance with City Standard Specifications and in conformity with the lines, grades, and dimensions shown on the Plans and typical cross -sections. When required by the City Engineer, the Developer shall provide an asphalt concrete mix design as appropriate for the designated location, prepared under the 193
January 2026 11 City of Eastvale Standard Specifications direction of the Developer’s Engineer Licensed in the State of California competent to perform the work.

Asphalt concrete shall be placed on the prepared subgrade or base course in one or more courses to the required thicknesses, grades, and cross -sections as shown on the Plans and/or specified in the Agreement. All underground utilities shall be in place prior to paving.

In advance of spreading the asphalt concrete, a prime coat of liquid asphalt or asphaltic emulsion shall be applied to the areas to be surfaced if so indicated on the Plans. Prime coat shall be applied to all roadbeds to receive surfacing, which have a gradient of ten percent or greater.

11.02 Asphalt Concrete: Asphalt concrete shall be hot mix asphalt (HMA) Type A, rubberized HMA, or minor HMA conforming to Section 39 of the Caltrans Standard Specifications and these Special Provisions. The grade of asphalt binder for the HMA shall be of the Performance Grade (PG) designated below or as determined by the Engineer and shall conform to the provisions in Section 92 of the Caltrans Standard Specifications:

A. PG 70-10 (Desert)
The PG designation for rubberized HMA is PG 64-16 for all regions.

The use of reclaimed asphalt pavement (RAP) in HMA production may be substituted in a quantity up to 15 percent of the aggregate blend in the base course (bottom layer) only. When proposing to use more than 15 percent RAP, the HMA mix design shall be approved by the City Engineer prior to its use. RAP will not be allowed in the surface course (top layer). RAP in rubberized HMA will not be allowed unless directed. RAP will not be allowed on all repaired asphalt concrete surfaces.

A Job Mix Formula (JMF) shall be submitted for each type of HMA proposed. The JMF shall be signed and stamped by a Civil Engineer Licensed in the State of California and shall include records of aggregate quality and mix design documentation. Records and documentation shall be dated within 12 months of the last test performed.

The HMA mix design shall comply with the Hveem mix design method using California Test 367 and laboratory procedures in combinations of aggregate gradations and asphalt binder contents to determine the optimum binder content (ORB) and HMA mixture qualities. When proposing a Superpave (SP) HMA, the SP mix design shall be approved by the City Engineer prior to its use.

The SP mix design method shall be used for roads with a Traffic Index of 9.0 or higher or as determined by the Engineer.

Laboratories testing the mineral aggregate and HMA qualities used to prepare the mix design and JMF shall be qualified under the State of California Department of Transportation's Independent Assurance Program.

Before production of HMA, the HMA plant must have a current qualification under the State of California Department of Transportation's Materials Plant Quality Program. Laboratories testing the HMA qualities shall be qualified under the State of California Department of Transportation's Independent Assurance Program.

11.03 Placing Asphalt Concrete: Asphalt concrete will not be permitted to be placed upon unstable, 194
January 2026 12 City of Eastvale Standard Specifications yielding, or working subgrade.

In addition to the provisions in Section 39, "Construction" and "Spreading and Compacting Equipment" of the Caltrans Standard Specifications, asphalt paving equipment shall be equipped with automatic screed controls and a sensing device(s) or ski device(s). The use of a ski device will be required for roads with a traffic index of 7.5 or higher. The ski device shall be a rigid one-piece unit with a minimum length of 30 feet, and the entire length shall be utilized in activating the sensor.

When placing the initial mat of asphalt concrete on existing pavement, the end of the screed nearest the centerline shall be controlled by a sensor activated by a ski device not less than 30 feet long. The end of the screed farthest from the centerline shall be controlled by an automatic transverse slope device set to reproduce the cross slope designated by the Engineer, by a sensor activated by a similar ski device or as directed by the Engineer. When paving contiguously with previously placed mats, the end of the screed adjacent to the previously placed mat shall be controlled by a sensor that responds to the grade of the previously placed mat and will reproduce the grade in the new mat within a 0.12 -inch tolerance. The end of the screed farthest from the previously placed mat shall be controlled in the same way it was controlled when placing the initial mat.

Should the methods and equipment used fail to produce a layer of asphalt concrete conforming to the provisions, including straightedge tolerance, under “Construction” of Section 39 -2, Construction, of the Caltrans Standard Specifications or elsewhere in these City Standard Specifications, the paving operations shall be discontinued, and the equipment or methods shall be modified.

Hot mix asphalt shall be spread and compacted in the number of layers of the thicknesses indicated in the Agreement or as shown on the Plans.

In addition to the straightedge provisions in Section 36 -3, “Pavement Smoothness” of the Caltrans Standard Specifications, asphalt concrete pavement shall conform to the surface tolerances specified herein.

When directed by the Engineer, the uppermost layer of asphalt concrete surfacing shall be profiled in the presence of the Engineer. Profiling will not be required for the following areas:

A. Roads with traffic index of 6.0 or lower.

B. Pavement with a total thickness less than 3 inches.

C. Pavement on horizontal curves with a centerline curve radius of less than 1000 feet and the pavement within the superelevation transition on those curves.

D. Pavement placed in a single lift when required by the special provisions with a total thickness of 3 inches or less.

E. Pavement with extensive grade or cross slope correction which does not receive advance leveling operations in conformance with the provisions in Section 39 under “Leveling” of the Caltrans Standard Specifications.

F. Pavement for ramps and connectors with steep grades and high rates of superelevation, as determined by the Engineer.
195
January 2026 13 City of Eastvale Standard Specifications G. Shoulders and miscellaneous areas.

When using the Inertial Profiler, the profiling operation shall conform to California Test 387. The final HMA surface shall conform to the provisions of Pavement Smoothness in Section 39 of the Caltrans Standard Specifications. Pavements profiled shall conform to the following surface requirements:

A. Surface shall have no areas of localized roughness with an International Roughness Index (IRI) greater than 160 in/mi.

B. Surface shall comply with the Mean Roughness Index requirements as shown below for a 0.1 mile section:

HMA Thickness Mean Roughness Index Requirement
> 2-1/2 inches 60 in/mi or less
≤ 2-1/2 inches 75 in/mi or less
When using the California Profilograph, the profiling procedure shall conform to California Test 526, except a zero (null) blanking band shall be used for determining the Profile Index. Prior to beginning profiles, the profilograph shall be calibrated in the presence of the Engineer. Two profiles shall be obtained within each traffic lane, 3 feet from and parallel with the edges of the lane. Pavements profiled shall conform to the following Profile Index requirements:

A. Pavement on tangent alignment and pavement on horizontal curves having a centerline curve radius of 5940 feet or more shall have a Profile Index of 2 inches or less for each 330 feet section profiled.

B. Pavement on horizontal curves having a centerline curve radius of 2970 feet or more but less than 5940 feet, including the pavement within the superelevation transition of these curves, shall have a Profile Index of 4 inches or less for each 330 feet section profiled.

C. Pavement within any 330 feet section, containing high point areas with deviations in excess of 0.3 inches in a length of 25 feet or less, when tested in conformance with the requirements in California Test 526, shall be corrected by the Contractor regardless of the Profile Index.

Areas of the top surface of the uppermost layer of asphalt concrete pavement that do not meet the specified surface tolerances shall be brought within tolerance by abrasive grinding. Abrasive grinding shall be performed to reduce individual deviations in excess of

0.3 inches , and to reduce the Profile Index of the pavement to be within the specified tolerance. Areas which have been subjected to abrasive grinding shall receive a seal coat. Deviations in excess of 0.3 inches which cannot be brought into specified tolerance by abrasive grinding shall be corrected by either (1) removal and replacement or (2) placing an overlay of asphalt concrete.

11.04 Underground Installation: All underground facilities, including laterals, shall be in place and tested prior to paving the street section, including, but not limited to, the following: sewer, water, electric, gas, drainage, communications, cable TV, and irrigation. The Contractor shall provide written verification from the affected utilities of acceptable test results prior to proceeding with pa
ving operations.
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January 2026 14 City of Eastvale Standard Specifications

12. FOG SEALS AND CHIP SEALS

12.01 General: A fog seal shall conform to Section 37 -4 of the Caltrans Standard Specifications. A chip seal shall conform to Section 37-2 of the Caltrans Standard Specifications.

Description: A fog seal shall consist of an application of a diluted slow-setting or quick-setting asphaltic emulsion to an existing asphalt pavement surface. The fog seal shall be applied at a rate of 0.02 to 0.06 gallon per square yard of surfacing. The exact rate of application of the emulsion will be determined at the time of application based on the age and surface texture of the pavement.

Description: A chip seal shall consist of an application of a polymer modified asphaltic emulsion and stone screenings applied to the asphalt pavement surface. The chip seal shall use stone screening size of 5/16 inch with a spread rate of 16 to 25 pounds per square yard.

The asphaltic emulsion shall be applied at a rate of 0.25 to 0.35 gallon per square yard. The exact rate of application of the emulsion and the screenings will be determined at the time of the application by the Engineer.

12.03 Asphaltic Emulsion: The asphaltic emulsion shall conform to the requirements of Section 94 of the Caltrans Standard Specifications.

12.04 Application: A fog seal shall be applied on pavement less than 4 years but more than 2 years in service or after placement of the asphalt surfacing and shall be used on roads with traffic index of 6.0 or lower. Chip seal shall be applied on rural roads with low volume traffic or as directed.

12.05 Road/Work Acceptance : Where applicable, a fog seal treatment shall be required for all pavement work prior to acceptance and/or issuance of a notice of completion for roads to be accepted into the City maintained road system.

13. SLURRY SEALS

13.01 General: A slurry seal shall conform to Section 37 -3 of the Caltrans Standard Specifications and Greenbook Standard Specifications.

13.02 Description: A slurry seal shall consist of an application of a mixture of polymer modified asphaltic emulsion, aggregate, water, and additives to an existing asphalt pavement surface.

The slurry seal shall be applied at a rate of 10 to 20 pounds per square yard of dry aggregate, depending on the type (Type I, II, or III) as specified in Section 37 -3 of the Caltrans Standard Specifications. The exact rate of application and type of slurry seal will be determined by the Engineer based on the condition and traffic requirements of the pavement.

13.03 Asphaltic Emulsion: The asphaltic emulsion shall conform to the requirements of Section 94 of the Caltrans Standard Specifications. The polymer shall be either neoprene or butadiene and styrene copolymer.

13.04 Application: A slurry seal shall be applied on pavement 4 years or more in service or after placement of the asphalt surfacing. A Type I slurry seal shall be used on roads with Traffic Index of 6.0 or lower. A Type II slurry seal shall be used on roads with Traffic Index greater than 6.0. A slurry seal shall be applied when the following conditions exist:

12.02B

12.02A
197
January 2026 15 City of Eastvale Standard Specifications A. Use of abrasive grinding on the asphalt pavement as a result of surface profiling.

B. Excessive scarring on the asphalt pavement due to the removal of existing or conflicting traffic striping.

C. Where multiple trenches or potholing are cut on the asphalt pavement because of a utility replacement project.

D. Other conditions that result in significant wear or damage to the pavement surface as determined by the Engineer.

13.05 Road/Work Acceptance: Where applicable, a slurry seal treatment shall be required for all pavement work prior to acceptance and/or issuance of a notice of completion for roads to be accepted into the City maintained road system.

14. CONCRETE STRUCTURES

14.01 Description: Bridges, culverts, head walls, catch basins, retaining walls, and all other types of structures shall be constructed to the lines and grades in accordance with the designs shown on the Plans. Each type of structure shall comply with the minimum concrete strength shown in the table below unless shown on the Plans.

Type of Structure Minimum Concrete Strength City of Eastvale Standard No.

Catch Basin No.1
Curb Inlet
Combination Inlet
560-C-3250
300
301
Catch Basin No. 2
Combination Inlet 560-C-3250 302
Flat Outlet Drainage
Structure 560-C-3250 303
Dip Section 560-C-3250 307
Curb Outlet Drain 560-C-3250 308
Alley and Apron Sections 560-C-3250 500
Sewer and Manholes 560-C-3250 601 - 610
Bus Turn Out 590-C-4000 814
Slab for Backflow
Prevention 560-C-3250 1103
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January 2026 16 City of Eastvale Standard Specifications Type of Structure Minimum Concrete Strength City of Eastvale Standard No.

Sewer and Storm
Drainage Facilities
Catch Basins, Culverts,
Drop Inlets, Pipe Collars,
Beam Supports, Anchors,
Thrust Block, Encasement
590-C-4000 300 and 600 Series
Reinforced Structures
Retaining Walls, Footings 590-C-4000
Minor Structures Not
Specified 560-C-3250

14.02 Concrete Structures: Except for minor structures, concrete structures shall conform to the provisions in Section 51 of the Caltrans Standard Specifications and these Special Provisions.

14.03 Reinforcement: Bar reinforcing steel and mesh reinforcement used in construction shall conform to the provisions in Section 52 of the Caltrans Standard Specifications.

14.04 Air-Blown Mortar: Air-blown mortar shall conform to the provisions in Section 53 of the Caltrans Standard Specifications.

14.05 Precast Concrete Structures: Precast concrete catch basins and drop inlets shall conform to the provisions in Section 70 of the Caltrans Standard Specifications.

15. CULVERT PIPE

15.01 General: The type, strength, classification, or gauge of drainage pipe to be furnished and installed will be designated on the Plans. Details of the materials and work will conform with the latest editions of Caltrans Standard Specifications and Caltrans Highway Design Manual Guidelines.

15.02 Design Service Life: All drainage facility material types shall have a minimum design service life of 50 years. All metal pipes shall be subject to the requirements of the Caltrans Chart for 50 years Maintenance Free Service Life as contained in the Caltrans Design Manual. Soil tests using Caltrans Test Method 643 shall be provided to determine the pH and resistivity levels of the native soils and imported backfill materials.

15.03 Alternate Materials: When two or more materials meet the service life, the structural requirements, and the hydraulic requirements; the Plans and Project Specifications may provide alternative pipe materials for optional selection by the Contractor. Allowable pipe materials are:

A. Aluminum Spiral Rib
B. Cast-in-Place Concrete
C. Corrugated Aluminum
D. Corrugated Steel
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January 2026 17 City of Eastvale Standard Specifications E. Reinforced Concrete
F. Structural Aluminum Plate
G. Structural Steel Plate
H. Steel Spiral Rib
The use of aluminum pipe shall be limited to the acceptable levels for pH, resistivity, and flow velocities. The pH level of soil, backfill, and effluent shall range between 5.5 and 8.5 . The minimum resistivity of the soil, backfill, and effluent shall be 1500 ohm -cm. Flow velocities shall not exceed 20 feet per second.

When alterations or extensions of existing systems are required, the pipe material type may be selected to match the type used in the existing system.

Each pipe material type selected as an alternative must have the appropriate protection from deterioration from corrosion, abrasion, or both. Corrosion may result from active elements in the soil, the water, and the atmosphere. Abrasion depends upon the frequency, duration, and the velocity of flow, and the character and amount of bedload.

15.04 Protective Coatings and Linings: Protective coatings for corrugated steel pipe shall conform to Section 66 of the Caltrans Standard Specifications.

Plastic (asphalt mastic or polymeric) coatings are acceptable coatings for non -abrasive flow conditions on the inside of the pipe.

Paved invert lining shall be applied on all steel storm drain facilities. Invert lining may be required for metal pipes subject to excessive wear from abrasive flows. All lining material shall conform to the Caltrans Standard Specifications.

Extra metal thickness for aluminum pipes may be required when flow velocities exceed 5 fps.

15.05 Strength Requirements: The strength requirements for metal pipe fabricated under acceptable methods contained in the Caltrans Standard Specifications shall be governed by charts published by Caltrans and contained within their Highway Design Manual, latest edition. The minimum metal thickness for any pipe located within the roadway prism shall be 14 gauge.

15.06 Reinforced Concrete Pipe (round or oval): Reinforced Concrete Pipe shall conform to the provisions in Section 65 of the Caltrans Standard Specifications and Caltrans Standard Plans.

15.07 Cast In Place Concrete Pipe: Cast in place concrete pipe shall conform to the City Standard Specifications and specifications published by the Riverside County Flood Control and Water Conservation District.

16. CONCRETE CURB AND GUTTER AND SIDEWALK

16.01 Concrete Curbs and Sidewalks, etc.: Portland Cement Concrete items, such as curbs, gutters, sidewalks, curb ramps, cross-gutters, spandrels, driveway approaches and other items, shall conform to the provisions in Section 73 of the Caltrans Standard Specifications and City Standard Specifications. Each type of structure shall comply with the minimum concrete strength shown in the following table.
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January 2026 18 City of Eastvale Standard Specifications Type of Structure Minimum Concrete
Strength
City of Eastvale
Standard No.

Landscaped Median
Maintenance Walk
(and other concrete paving)
560-C-3250 113
Crossover Median 590-C-4000 113A
Curb & Gutter (Type A-6, A-8,
C, W)
Curb Only (Type D-1, D)
Curb Transition
560-C-3250 200 - 211
Residential Drive Approach 560-C-3250 206, 207, 213
Commercial Drive Approach 560-C-3250 207A
Cross Gutter, Spandrel 560-C-3250 209, 210
Flat Outlet Drainage Structure 560-C-3250 303
PCC Dip Section 590-C-4000 307
Curb Outlet Drain
Under Sidewalk Drain
(Cast in Place)
Private Drain Through Curb
560-C-3250 308, 309, 310
Gutter Depression
Curb Opening
Grate Opening
560-C-3250 311, 312
Sidewalk, Fire Hydrant, and
Utility Pole 560-C-3250 400
Sidewalk and Curb 560-C-3250 401
Curb Ramp 560-C-3250 403
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January 2026 19 City of Eastvale Standard Specifications Type of Structure Minimum Concrete
Strength
City of Eastvale
Standard No.

Meandering Sidewalk 560-C-3250 404
Alley and Apron 590-C-4000 500
Multiple Mailbox Installation 560-C-3250 812, 813
Bus Turnout 590-C-4000 814
Minor Concrete Not Specified 560-C-3250
*Higher cement content shown on plans or in these specifications shall govern

16.02 Joints: Expansion joints shall be 1/2" wide and shall use a preformed expansion joint filler material.

16.03 Expansive Soil: Where the geotechnical report indicates the presence of expansive soils, or the soil indicates an R-value less than 10 and a Plasticity Index greater than 10, place a minimum of 6 inches of Aggregate Base as directed by the Engineer under all concrete improvements and structures listed in the table in Section 16.01.

16.04 High Sulfate Soil: High Sulfate soils are damaging to Portland Cement Concrete improvements and are defined as those soils where the Water -Soluble Sulfate in soil is greater than 0.10 percent.

For soils with high sulfate content, use the following table to determine actual cement content and requirements for concrete work. In those areas where the soils report indicates the Water -Soluble Sulfate is greater than 0.20 percent, provide a minimum of 6 inches of Aggregate Base material and a layer of 6 mil plastic sheeting under and around all concrete improvements and structures listed in the table in Section 16.01, as well as street light foundations, signal pole foundations, catch basins, riprap energy dissipators, pre -cast concrete manholes, and other pre -cast concrete items.

The plastic sheeting shall be placed between the aggregate base and the compacted native soil.

Concrete exposed to high sulfate soil shall meet Table 201 -1.1.3 of the most recent Greenbook Standard Specifications.

16.05 Compaction: Relative compaction of Subgrade shall be 95% minimum for concrete improvements subject to vehicle loading, including curbs, curb and gutter, driveway approaches, cross-gutters, spandrels, local depressions, median crossovers, low water crossing dip sections, alley aprons and bus turnouts. Relative compaction of Subgrade shall be 90% minimum for those concrete improvements not subject to vehicle loading, including sidewalks, curb ramps, landscaped median maintenance walks (and other median concrete paving), and under sidewalk drains. Unless a geotechnical report approved by the City Engineer recommends a different design.

16.06 Multiple Mailbox Installation for New or Existing Sidewalk: Sidewalk and mailbox foundation shall conform to City Road Standard No. 812 or No. 813, whichever applies. Specifications for mailboxes to be furnished by the Postmaster.

16.07 Returned Plastic Concrete: The use of Returned Plastic Concrete (RPC) may be allowed for minor concrete application and in conformance to Section 90-9 of the Caltrans Standard Specifications. If used, the quantity of RPC added to the concrete shall not exceed 15 percent. 202
January 2026 20 City of Eastvale Standard Specifications

17. SEWERS

17.01 Description: The sanitary sewers shall be constructed in accordance with the Plans as approved by the City Engineer or designee. All plans shall be signed by a Licensed civil engineer under whose direction the Plans and Project Specifications were prepared. Approval of the operating agency or District shall also be provided.

This section is for the purpose of defining the minimum requirements for the construction of sanitary sewers and is not intended to prohibit the use of any material and methods of construction not specified herein, provided such alternate is approved by the Health Department. In those cases in which utility companies have specified construction standards pertaining to their utility, standards of the utility company shall be accepted in lieu of the City standards specified herein, excepting trench compaction and pavement restoration in City roads.

17.02 Scope of Work: The work under this section shall include all work required to complete the construction and testing of all facilities necessary for the satisfactory operation and protection of the system as shown on the Plans.

17.03 Sewer Pipe: All sizes of sewer pipe shall conform to the applicable requirements of Section 207 of the “Greenbook”, Standard Specifications for Public Works Construction, latest revision. All pipe lining shall be in accordance with the requirements of the supervising agency and shall be approved by the City Engineer or designee. Plastic pipe shall conform to ASTM D-3034.

17.04 Installation: The installation of on-site main lines and outfalls shall be within the dedicated road right-of-way except where easements are necessary to provide a gravity flow system and shall be in accordance with the requirements and standards of the City of Eastvale.

17.05 Manholes and Structures: All manholes and structures, either precast or built up, to be installed within the roadway, shall be designed for a minimum AASHTO H -20 highway loading and shall conform to the requirements of Section 70-4 of the Caltrans Standard Specifications and Section 403-3 of the “Greenbook”, Standard Specifications for Public Works Construction.

17.06 Sewer Connections: Unless otherwise permitted by the City Engineer or designee, sewer connections shall be laid in straight lines from the main sewers to a point beyond the curb or to the property line at the time of the laying of the mains in accordance with the approved sewer plans or Improvement Standards.

The Contractor shall place "Y" branches of the size and in the positions shown on the approved Plans, and the house connection lines shall be placed to the lines and grades shown thereon.

Connections to be stubbed off shall be closed at their outer end with an approved stopper and cement grout.

17.07 Testing of Sewers: After completion of construction of sewers and manholes, the system shall be tested in accordance with the requirements of the sewer purveyor.

17.08 Separation of Water Mains and Sanitary Sewers: Water mains and sanitary sewers shall conform to the criteria as outlined and illustrated in the State of California, Department of Health Services’ publication "Criteria for the Separation of Water Mains and Sanitary Sewers", latest edition; and the "California Waterworks Standards", Section 64630, Title 22, California Administrative Code.
203
January 2026 21 City of Eastvale Standard Specifications The “California Waterworks Standards” sets forth the minimum separation requirements for water mains and sewer lines. These Standards, contained in Section 64630, Title 22, California Administrative Code, specify:

A. Parallel Construction: The horizontal distances between pressure water mains and sewer lines shall be at least 10 feet.

B. Perpendicular Construction (Crossing): Pressure water mains shall be at least one foot above sanitary sewer lines where these lines must cross.

C. Separation distances specified in A and B shall be measured from the nearest edges of the facilities (i.e., dimensions are from outside of water main to outside of sewer line or manhole).

D. Common trench: Water mains and sewer lines must not be installed in the same trench.

The lack of separation between water mains and sanitary sewers results in an increased potential for contamination of the water supply. Therefore, when adequate physical separation cannot be attained, an increase in the factor of safety should be provided by increasing the structural integrity of both the pipe materials and joints required herein.

17.09 Backfill Requirements: Where slurry is not required by Standard 818, pipe backfill shall be placed in accordance with the “Greenbook”, Standard Specifications for Public Works Construction Section 306-12, Backfill. The Contractor/Utility Owner shall provide a written report of trench compaction results signed by an Engineer Licensed in the State of California and competent in the Geotechnical Engineering field along with copies of the daily testing reports prior to paving operations taking place. Testing frequency shall be a minimum of one relative compaction test for every two feet of depth of trench per 200 lineal feet of trench. For example:
1,600 foot trench by 6 foot deep will have a minimum of 24 relative compaction tests. The testing frequency of laterals shall be one out of every two alternating between long and short.

18. WATER PIPELINES

18.01 Description: The water supply system for the subdivision shall be constructed in accordance with the Plans as approved by the City Engineer or designee. All plans shall be signed by a licensed civil engineer under whose direction the Plans and Project Specifications were prepared and shall bear evidence of approval of the operating agency or District.

This section is for the purpose of defining the minimum requirements for the construction of water supply and distribution systems and is not intended to prevent the use of any material or method of construction not specified herein, provided such alternate is approved by the City Engineer or designee. Water facilities shall be designed and constructed in accordance with applicable requirements of either the California Section of AWWA or the Public Utilities Commission. In those in which utility companies have specific construction standards pertaining to their utility, standards of the utility companies shall be accepted in lieu of the City Standards specified herein, excepting trench compaction and pavement restoration in City roads.

18.02 Scope of Work: The work under this section shall include all work required to complete the construction and testing of all facilities necessary for the satisfactory operation and protection of the system as shown on the Plans.

18.03 Materials: All materials shall be of the sizes and classes as shown on the approved Plans and 204
January 2026 22 City of Eastvale Standard Specifications shall conform to the latest revision of the following Specifications and Standards. All materials shall be new, unless specifically approved by both City agencies involved.

A. CAST IRON PIPE. Shall conform to AWWA C102, AWWA C106, AWWA C108.

B. DUCTILE IRON PIPE. Shall conform to AWWA C115, AWWA C116, AWWA C150, AWWA C151
C. STEEL PIPE. Shall conform to AWWA C201, AWWA C202, or Federal Specification SS- P-385.

D. CONCRETE PIPE. Shall conform to AWWA C300, AWWA C301, or Federal Specifications SS-P-381.

E. PLASTIC PIPE. Shall conform to AWWA C900.

F. LININGS AND COATING. Minimum protective coating shall be asphalt dipped and asphalt felt wrapped. All coal-tar and cement mortar linings and coatings so designated on the Plans or stated in the Project Specifications shall conform to AWWA C104, AWWA C203, or AWWA C205, whichever is applicable. Asphalt mastic coatings shall conform to Specifications M-2 (CS-96) of the Asphalt Institute.

G. FITTINGS AND SPECIALS. Shall conform to the applicable sections of AWWA C100, AWWA C110, AWWA C207, AWWA C208, or other approved standard or specification under which the fitting or special is made.

18.04 Installation: The installation of on-site pipelines shall be within the road right- of-way of City roads except where easements are necessary t o provide a circulating system and shall be in accordance with the requirements and standards of the City of Eastvale.

Trenching, installation, and backfilling shall be in accordance with the applicable requirements of City Standard Specifications, City Standards, and the recommendations of the pipe manufacturer.

18.05 Backfill Requirements: Where slurry is not required by City Standard 818, pipe backfill shall be placed in accordance with the “Greenbook”, Standard Specifications for Public Works Construction Section 306-12, Backfill. The Contractor/Utility Owner shall provide a written report of trench compaction results signed by an Engineer Licensed in the State of California and competent in the Geotechnical Engineering field along with copies of the daily testing reports prior to paving operations taking place. Testing frequency shall be a minimum of one relative compaction test for every two feet of depth of trench per 200 lineal feet of trench. For example:
1,600 foot trench by 6 foot deep will have a minimum of 24 relative compaction tests. The testing frequency of laterals shall be one out of every two alternating between long and short.

18.06 Structures: Any structures necessary for the completion of the water supply system shall be constructed in conformity with the Plans and in accordance with applicable provisions of these standards. Concrete structures shall be constructed of minor concrete conforming to provisions in Section 90-2 of the Caltrans Standard Specifications.

18.07 Fire Hydrants: Unless specifically excluded from the Agreement, all water systems shall include fire hydrants installed in conformance with the subdivision Improvement Standards and at locations shown on the Plans.

18.08 Valve Casings: All valve stems shall be cased and provided with removable covers in accordance with the subdivision improvements standards. When located in a paved area, cover shall be flush with surfacing. Covers are to be set to the finished surface grade at the time asphalt 205
January 2026 23 City of Eastvale Standard Specifications concrete or sealcoat is placed.

18.09 Hydrostatic Test and Disinfection of System: After completion of the connections, the system shall be tested by the admission of water under not less than the full working pressure of the lines.

All joints, valves, connections, and fittings shall then be visually inspected for leakage, or the pipe lines backfilled and a leakage tests made to determine the rate of leakage. The allowable rate of leakage shall not exceed 25 gallons per 24 hours per inch of diameter per mile of pipe. All leaks shall be repaired to the satisfaction of the Engineer.

Disinfection of the lines may be accomplished at this time by the inclusion of the disinfection solution to the water used for the test. All lines shall be flushed and disinfected in accordance with AWWA C601 prior to Acceptance of the system. Lines shall be thoroughly flushed after treatment with disinfectant prior to being placed in service.

19. UNDERGROUND UTILITY INSTALLATION

19.01 General: All new and existing utility lines, including but not limited to, electrical service, communications and streetlight conduits will be placed underground. The Developer shall make the necessary arrangements with the serving utilities for the installation of such facilities. Surface mounted transformers, pedestal mounted terminal boxes and meter cabinets, ducts, street lighting, signal control cabinets, and other associated equipment in an underground utility system may be placed above ground in accordance with the City Standards and Specifications, and the requirements of a City Encroachment Permit.

All overhead communications conductors, and all overhead electrical distribution conductors, which exist on a road or easement to be improved by any land division and commercial development, which is subject to discretionary approval by the City of Eastvale, shall be relocated to an underground location, except for overhead electrical circuits which exceed 34 Kilovolts.

The Public Works Director/City Engineer may waive any of the above requirements if topographical, soil, economic, or any other conditions make such underground installations unreasonable or impractical.

19.02 Underground Installations: All underground facilities, including laterals, shall be in place and tested prior to backfilling and paving the street section, including, but not limited to, the following:
sewer, water, electric, gas, drainage, communications, cable TV, and irrigation. The Contractor shall provide written verification from the affected utilities of acceptable test results prior to proceeding with backfilling and paving operation. If more than one cable TV company serves an area, cables for all TV companies shall be installed prior to paving the street section or underground ducts shall be provided by the developer on all street intersections as such to provide future installation of TV cables in accordance with City Standard No. 819.

19.03 Surface Installations: All above ground appurtenances shall be placed so that no part of the appurtenance is less than 18 inches from curb face and must maintain a minimum 6 foot of sidewalk width per City Standards to meet ADA requirements. Where no curb is present, above ground appurtenances shall be placed so that no part of the appurtenance is less than 8 feet from the edge of traveled way.
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January 2026 24 City of Eastvale Standard Specifications

20. STREET NAME SIGNS

20.01 General: Street name sign shall conform to the latest edition of State of California Manual on Uniform Traffic Control Devices (CA MUTCD) and these Special Provisions.

The Developer or its Agent shall fund the installation of street name signs in accordance with applicable City Standard No. 1220, 1221, and 1222.

20.02 Street Name Sign Plates: Sign plate size, color, material and finish, and lettering sizes shall be in accordance with applicable City Standard No. 1220 or 1221.

20.03 Bracket Assembly: Signpost cap and center cross saddle’s size and material shall be in accordance with applicable City Standard No. 1220 or 1221.

20.04 Sign Posts: Signpost size, material and installation method shall be in accordance with City Standard No. 1222.

20.05 Sign Locations: Number of complete street name sign assembly per intersection shall be in accordance with applicable City Standard No. 1220 or 1221.

21. LAND SURVEY MONUMENTS

21.01 General Requirements: The subdivision boundaries, lot corners, road, street, highway centerline, angle points in all lines, beginning and end of all curved lines, shall be monumented in accordance with the hereinafter described standard monuments and procedures. Any monument having characteristics other than the hereinafter described may be used only upon written approval of the City Surveyor. If an existing record and identified monument is found on the ground at the location of a subdivision corner, this monument may be used in lieu of replacement with a new monument provided the existing monument is a type considered to be durable.

Due to fires, hot dry weather, floods, and other natural factors, the City Surveyor is no longer allowing the use of Plastic Plugs as durable monuments.

21.02 Standard "A" Monuments: This monument is to be one inch (inside diameter) iron pipe eighteen inches (18") long. A metal disc bearing the Licensed Civil Engineer or Land Surveyor number shall be securely affixed to the top of the pipe. The top surface of the monument shall be flush with natural ground, flush with surface in paved streets and twelve inches (12") down in unpaved streets. See Monument Schedule and City Standard Drawing numbers 900, 901, and 903 for further information.

21.03 Standard "B" Monuments: This monument is to be an eighteen inch (18") long copper clad steel pin, to which is secured at one end, a one and one-half inch (1-1/2") conical brass cap. The monument may be used as an alternate to the type "A" monument to mark centerline control on streets. The monument is to be driven flush with the street pavement. The Licensed Civil Engineer or Land Surveyor number shall be stamped into the surface of the brass cap.

Modification of the above standard may be approved by the City Surveyor. See Monument Schedule and City Standard drawing numbers 900, 901 and 903 for further information.

21.04 Standard "C" Monuments: This monument to be of a 2" x 2" x 18" long redwood stake cut from clear heartwood firmly set in the ground. The exact point of intersection of the lines shall be marked on the top center of the stake by a suitable tack or nail, which in turn shall be used to 207
January 2026 25 City of Eastvale Standard Specifications secure to the stake the metal disk bearing the Licensed Civil Engineer or Land Surveyor Number. A #5 (5/8") rebar, 18" long with appropriately stamped metal disk may be used in place of a redwood stake. The exact point of intersection of the lines shall be marked on the top center of the rebar, the Licensed Civil Engineer or Land Surveyor number shall be stamped into the surface of the cap. Modification of the above standard may be approved by the City Surveyor.

See Monument Schedule and City Standard drawing numbers 900, 901 and 903 for further information.

21.05 Standard "D" Monuments: This monument to consist of a 3/4" inside diameter x 18" long galvanized iron pipe, driven to a point not to exceed 1" above the natural ground surface. The exact point of intersection of the lines shall be marked on the top center of the pipe by a suitable tack or nail, which in turn shall be used to secure to the pipe the metal disk bearing the Licensed Civil Engineer or Land Surveyor Number with mark for exact point. See Monument Schedule and City Standard drawing numbers 900, 901 and 903 for further information.

21.06 Standard "E" Monuments: This monument to be of a metal identification disc bearing the Licensed Civil Engineer or Land Surveyor Number that is set with a lead plug or steel pin set in concrete curb. See Monument Schedule and City Standard drawing numbers 900, 901 and 903 for further information.

21.07 Monument Schedule:

STANDARD USE OF MONUMENT REMARKS
"A" Tract boundary control,
street centerline control-
unpaved and paved.

As specified by the City Surveyor
“B" Street centerline control. May be used in lieu of Type "A" monument in paved streets.
"C" Lot corner, angle point in lot line,
E. C. and B. C. lot line, and
right-of-way line.
"D" Same as "C"
"E" Same as "D" All lot corner monuments except when lot corner is coincident with boundary corner may
be set in the top of the curb on the
prolongation of the lot line or
radial/perpendicular from the centerline at a
specified distance as noted on the final map.

In the event improvements in a subdivision
include a block wall along the rear lot lines, a
Standard "E" monument shall be set on both
sides of the block wall to indicate direction of
the side lot lines Such points shall be noted on
the final map as “point on line”. Otherwise all
rear corners shall be set at the true corner
location.
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January 2026 26 City of Eastvale Standard Specifications

21.08 Monument Ties: Upon completion of the tract monumentation, the Licensed Civil Engineer or Licensed Land Surveyor shall furnish to the City Surveyor ties to all street centerline monuments. Such ties are to be permanent physical objects, there being not less than four ties to each monument. Effort should be made to set ties with strong angular relationship, as close to 90° angles as practical. Additionally, consideration should be given to utilizing lot corner monuments as tie points.

Whenever curb-and-gutter is installed, street centerline monuments are to be tied to permanent points set in the curb, these permanent points to consist of a metal identification disc bearing the Licensed Civil Engineer or Land Surveyor Number that is set with either of the following: lead and tack (L&T) or steel pin driven into the concrete. Use of a cross cut in the concrete will not be acceptable. Cross over ties are preferred when made with a total station and tape. The ties furnished to the City Surveyor are to be prepared on 8-1/2" x 11" sheets of paper. Sketch to be clear and legible and spaced to avoid confusion or misinterpretation.

22. STREET LIGHTING

22.01 General: Street light system shall conform to the latest National Electrical Code; the Electrical Safety Orders of the Division of Industrial Safety, Department of Industrial Safety, State of California; and shall conform to approved standards and procedures of the local servicing utility, and requirements of this section.

The Developer or its Agent shall fund the installation of street lightings and service connection when conditioned by the City of Eastvale Public Works/Engineering Department (Engineer).

Service Agreement between the Developer and serving utility shall define the serving utility as the owner of the streets lights who is liable of maintaining the street lights.

22.02 Special Provisions:

All street lighting shall conform to the following:

A. Streetlights shall be installed at intersections near the curb return at a far-right approach B. Streetlights shall be installed at a minimum of one streetlight for each 200 -lineal feet of roadway, plus or minus 20 feet
C. Streetlight luminaires shall be full cut off, light emitting diodes (LED) type with color temperature of 2700K or as directed by the City Engineer.

D. Selection of street light pole height and luminaire wattage shall be in accordance with City Standard No. 1000 or 1001.

E. Streetlight pole material shall be in accordance with the following:

1. Ornamental concrete type shall be considered as the standard street lighting pole type

2. Other street lighting pole types or mast arm lengths may be used if mutually agreed upon by the City Engineer and the serving utility F. Street lighting shall be required on all City of Eastvale expressway classification roadways in accordance with City design criteria and the following:
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January 2026 27 City of Eastvale Standard Specifications

1. At-grade intersections

2. Grade separations of expressways with other public roadways, railways, pedestrian walkways, and with other public or private facilities

3. Acceleration and deceleration ramps and lanes

4. Auxiliary lanes
The above-described requirements shall apply to designated expressway classification roadways with access openings at spacing not less than the intersection intervals designated in City Standard No. 114. Said roadway shall be provided with physical controlled access barriers such as fences and block walls. In the absence of such physical access barriers, or if the access intervals are less than that set forth in Standard 114, the roadway shall not be considered as an expressway for purposes of street lighting, and street lighting shall therefore be installed at 200-foot spacing in accordance with the requirements of the Public Works Department and this section.

G. Requests for street light layouts shall be submitted to the Public Works Department.

Specific procedures and design criteria shall be in accordance with those established by the Public Works Department, the City Administrative Office and the serving utility.

23. TRAFFIC SIGNAL AND HIGHWAY LIGHTING SYSTEM

23.01 General: Traffic signals and highway lighting systems shall conform to the following:

A. Latest edition of California Manual on Uniform Traffic Control Device (CA MUTCD) B. Latest edition of Caltrans Standard Plans and Caltrans Standard Specifications C. Latest edition of City of Eastvale Public Works/Engineering Department Traffic Signal Construction Specifications (City Standard Specifications) D. Requirements of this section
Traffic signal plan shall identify which edition of the CA MUTCD, Caltrans Standard Plans, Caltrans Standard Specification, and City Standard Specifications that the traffic signal plan conformed to.

Traffic signal plan shall be amended to conform to the latest standards/specifications when Developer or its Agent did not secure encroachment permit for the project within 18 months of City of Eastvale Public Works/Engineering Department (Engineer) approving the plan.

Engineer shall review and approve project specific Special Provisions, including requirements of other public agencies that have an owning interest in the planned improvements that were not covered under this section.

The Developer or its Agent shall arrange and fund the following:

E. Relocation of all conflicting utilities
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January 2026 28 City of Eastvale Standard Specifications E. Electrical service connection
F. Furnish and install the traffic signal and highway lighting system

23.02 Quality Assurance: Electrical equipment shall conform to the provisions in Section 86 -1.01D, “Quality Assurance”, of the Caltrans Standard Specifications and conform to the City Standard Specifications.

All furnished equipment shall be new

23.03 Warranties, Guaranties, Instruction Sheets, and Manuals: Warranties, guaranties and instruction sheets shall conform to these Special Provisions.

Minimum manufacturer warranty period:

A. Light Emitting Diodes (LED) modules shall have five (5) years of manufacturer warranty B. Battery Backup System (BBS) shall have five (5) years of manufacturer warranty. The first three (3) years shall be termed the “Advanced Replacement Program”. Under this program, the manufacturer will send out a replacement within two business days of the call notifying them of an issue. The replacement unit may be either a new unit or a re - manufactured unit that is up to the latest revision. The last two years of the warranty will be factory-repair warranty for parts and labor on the BBS.

C. Video Detection System shall have three (3) years of manufacturer warranty. During the warranty period, technical support from factory -certified personnel or factory -certified installers shall be available via telephone within four (4) hours of the time when a service call is made.

D. Internally illuminated LED street name sign shall have two (2) years of manufacturer warranty
E. All other equipment and systems shall have at least one (1) year of manufacturer warranty
Furnished the following documents to Engineer:

F. Manufacturer warranty
G. Manufacturer standard written warranty pertaining to defects in materials and workmanship for all equipment
H. Two (2) sets of user, operation, and maintenance manuals, written in English, on all equipment and components for the traffic signal and highway lighting system shall be furnished to the Engineer

23.04 Equipment Wiring Diagrams: Controller cabinet assembly diagrams shall conform to these Special Provisions.

The equipment wiring diagrams shall include the wiring diagrams of the following applicable equipment/systems:

I. Controller cabinet assembly
J. Traffic signal controller(s)
K. Battery backup system
211
January 2026 29 City of Eastvale Standard Specifications L. Video detection system
M. Emergency vehicle preemption system
N. Railroad preemption system
O. Signal Interconnect
P. Radio and Ethernet network communication system
Contractor shall furnish four (4) complete sets of equipment wiring diagrams to the Engineer. The controller cabinet assembly wiring diagram shall include an approximately 6” x 8” drawing of the project intersection with the following information, at a minimum:

Q. North arrow
R. Street names
S. Pavement delineation and markings
T. Signal poles
U. Traffic signal heads with phase designations
V. Pedestrian signal heads with phase designations
W. Video detection zones/loop detectors with input file designations Contractor shall submit manufacturers’ maintenance manual or combined maintenance and operation manual as an informational submittal. The manual must have a master item index that includes:

X. Specifications
Y. Design Characteristics
Z. General Operation Theory
AA. Function of all controls
BB. Troubleshooting Procedure
CC. Parts List, Descriptions, Stock Numbers, and Settings DD. Block Circuit Diagram
EE. Layout of Components
FF. Schematic Diagrams

23.05 Temporary Electrical Systems: Temporary Electrical Systems shall conform to the provisions in Section 87-20, “Temporary Electrical Systems”, of the Caltrans Standard Specifications and these Special Provisions.

A temporary electrical system consisting of the traffic signal and safety lighting system shall operate on a continuous basis using either new or used equipment that meets the latest standards /specifications.

Contractor shall obtain Engineer's authorization for the following temporary electrical systems and its installation method:

GG. Temporary signal with steel base plate and weights per City of Los Angeles 212
January 2026 30 City of Eastvale Standard Specifications Standard S- 57.2C;
Temporary wood poles, guyed with no signals on span cables, per Caltrans Standard Plan ES-18C, and/or guyed with signal faces on span cables, per Caltrans Standard Plan ES-18D, and
Temporary overhead conductors for temporary signal operation.

23.06 Maintaining Existing Electrical System: Maintaining Existing Electrical System: Maintaining existing electrical systems shall conform to the provisions in Section 87 -21.03B, “Maintaining Existing Electrical Systems”, of the Caltrans Standard Specifications and City Standard Specifications.

Authorization and coordination from the Engineer is required for each traffic signal system shutdown. Traffic signal system shutdown shall be limited to hours between 9:00 A.M. and 3:00 P.M.

Equip existing flashing beacons with portable flashing beacons during flashing beacon shutdown.

Portable flashing beacons shall conform to the provisions in Section 12-3.05, “Portable Flashing Beacons” of the Caltrans Standard Specifications or as directed by the Engineer.

If directed by the Engineer, a generator shall be furnished, connected, and maintained to keep traffic signal or flashing beacon system running in normal operation. All matters pertaining to the operation of existing traffic signal equipment shall be coordinated and cooperated with the City of Eastvale traffic signal operation division.

Temporary "Stop" signs furnished and installed when traffic signal system is shutdown shall be 36 inches in size.

Temporary "Stop Ahead" signs furnished and installed when traffic signal system is shutdown shall be equipped with portable flashing beacons.

23.07 Removing Existing Electrical Equipment: The Contractor shall remove existing electrical systems as shown on plan(s). For any pole or cabinet that is removed, the unused foundation must also be removed.

23.08 Foundations: Foundations shall conform to the provisions in Section 51, "Concrete Structures”, Section 56-3.01C(2), “Foundations”, and Section 87-1.03E(3), "Concrete Pads, Foundations, and Pedestals", of the Caltrans Standard Specifications and City Standard Specifications.

23.09 Standards, Poles, Steel Pedestals and Posts: Standards, poles, steel pedestals, and posts shall conform to the provisions in Section 56-3, “Standards, Poles, Pedestals, and Posts”, and Section 87-1.03J, "Standards, Poles, Steel Pedestals and Posts", of the Standard Specifications and City Standard Specifications.

23.10 Conduit: Conduit shall conform to the provisions in Section 86-1.02B, “Conduit and Accessories”, and 87-1.03B, “Conduit Installation”, of the Caltrans Standard Specifications and City Standard Specifications.

23.11 Pull Boxes: Pull boxes shall conform to the provisions in Section 86-1.02C, "Pull Boxes", of the Caltrans Standard Specifications and City Standard Specifications.

23.12 Conductors and Cables: Conductors and Cables shall conform to the provisions in Section 86-

1.02F, "Conductors and Cables", of the Caltrans Standard Specifications and City Standard 213
January 2026 31 City of Eastvale Standard Specifications Specifications.

23.13 Signal Interconnect Cable: Signal Interconnect Cable shall conform to the provisions in Section 86-1.02F(3)(d)(v), “Signal Interconnect Cable” of the Caltrans Standard Specifications and City Standard Specifications.

23.14 Fiber Optic Cable: Fiber Optic cable shall conform to the provisions in Section 87-19.02C “Fiber Optic Cable”, of the Caltrans Standard Specifications and City Standard Specifications.

23.15 Bonding and Grounding: Bonding and grounding shall conform to the provisions in Section 86-1.02F(1)(c)(ii), "Bonding Jumpers and Equipment Grounding Conductors", of the Caltrans Standard Specifications and City Standard Specifications.

23.16 Service: Service shall conform to the provisions in Section 86 -1.02P(2), “Service Equipment Enclosures”, Section 87 -1.03L, “Utility Service”, Section 87 -1.03P, “Service Equipment Enclosures”, Section 86 -2.11, "Service", of the Caltrans Standard Specifications and City Standard Specifications.

23.17 Testing: Testing and Field Testing shall conform to the provisions in Section 87 -1.02D(2), "Quality Control", of the Caltrans Standard Specifications and City Standard Specifications.

Specific testing requirements for various systems and components shall be in accordance with the City Standard Specifications entitled to each herein.

A minimum of 15 working days for operational testing and adjustment is required. An additional 15 working days period shall be allowed for retesting should the equipment fail.

The conflict monitor unit shall be tested in the field before signal turn on.

23.18 Controller Assembly: Controller assembly shall conform to the provisions in Section 86-3, “Controller Assemblies", of the Caltrans Standard Specifications and City Standard Specifications.

23.19 Wireless Radio System: Wireless radio system shall conform to City Standard Specifications.

23.20 Vehicle Signal Assemblies: Vehicle signal assemblies and auxiliary equipment shall conform to the provisions in Section 86 -1.02R(4), “Signal Faces", of the Caltrans Standard Specifications and City Standard Specifications.

23.21 Pedestrian Signal Assemblies: Pedestrian signal assemblies shall conform to the provisions in Section 86 -1.02S, "Pedestrian Signal Heads", of the Caltrans Standard Specifications and City Standard Specifications.

23.22 Pedestrian, Bicycle and Equestrian Push Buttons: Pedestrian, bicycle, and equestrian push buttons shall conform to the provisions in Section 86-1.02U, “Push Button Assemblies", of the Caltrans Standard Specifications and City Standard Specifications.

23.23 Accessible Pedestrian Signals: Accessible Pedestrian Signals shall conform to the provisions in Section 86-1.02T, "Accessible Pedestrian Signals", of the Caltrans Standard Specifications and City Standard Specifications.

23.24 Detectors: Detectors shall conform to the provisions in Section 87.103V, "Detectors", of the Caltrans Standard Specifications and City Standard Specifications.

23.25 LED Luminaires: Luminaires shall conform to the provisions in Section 86 -1.02K (2), "LED Luminaires", of the Caltrans Standard Specifications and City Standard Specifications. 214
January 2026 32 City of Eastvale Standard Specifications

23.26 Sign Illumination Systems: Sign lighting fixtures shall conform to the provisions in Sections 87- 3, “Sign Illumination Systems”, of the Caltrans Standard Specifications and City Standard Specifications.

23.27 Internally Illuminated Street Name Sign: Internally illuminated street name signs (IISNS) shall conform to the provisions in Section 87-4.02C, "Internally Illuminated Street Name Signs", of the Caltrans Standard Specifications and City Standard Specifications.

23.28 Photoelectric Controls: Photoelectric controls shall conform to the provisions in Section 86 -

1.02M, "Photoelectric Controls", of the Caltrans Standard Specifications and City Standard Specifications.

23.29 Emergency Vehicle Preemption System: Furnish and install complete and functioning emergency vehicle preemption (EVP) system as intended per Plans, the manufacturer, and City Standard Specifications.

23.30 GPS Universal Time Source: The GPS Universal Time Source shall conform to City Standard Specifications.

23.31 Battery Backup System: The battery backup system (BBS) shall conform to City Standard Specifications.

23.32 Solar Powered Flashing Beacon System: Solar powered flashing beacon system shall conform to the provisions in Section 87, “Electrical Systems” of the Caltrans Standard Specifications, Chapter 4K, Flashing Beacons, of the CA MUTCD and City Standard Specifications.

23.33 Permits and Fees: The Developer or its agent shall obtain and pay all necessary encroachment permits, utility services and fees prior to the start of work.

24. ROADWAY LANDSCAPING

24.1 GENERAL

24.1.1 Authority: The following standards and guidelines have been developed and approved for the administration of landscape encroachments as such encroachments relate to roadway landscaping.

24.1.2 Goals and Objectives: The standards and guidelines contained in this section have been developed to establish a minimum standard of quality associated with landscaping within the City Maintained Road rights-of-way, public rights-of-way, retained lots, and common open space areas. It is the goal of the City to facilitate the implementation of landscape improvements that are adequately designed, properly installed, and can be efficiently maintained. The following objectives should be incorporated into proposed landscapes in City rights-of-way:

A. Landscaped improvements shall not jeopardize the public health, safety, and welfare, or interfere with the dedicated uses within the public rights-of-way.

B. Landscaping shall be the product of functional design, aesthetic and public safety enhancements with a strong regard for maintenance and maintenance costs in perpetuity.

C. Landscaping shall utilize water conservation practices, technology, and techniques. 215
January 2026 33 City of Eastvale Standard Specifications Hardscape treatments shall be considered in combination with planting. Plants shall have low water requirements. Irrigation systems shall be designed for the efficient application of water to the plants.

D. The facilitation of plant establishment, continued plant growth, vigor, health, and maintenance shall be part of the design process.

E. The standardization of landscape construction and installation through the extended use of City of Eastvale Landscape Guidelines to reduce plan check and inspection costs.

F. Preservation of natural landscape resources, such as specimen or endangered plants, water features, land forms, etc., shall be encouraged.

24.1.3 Landscape Improvement Requirements
A. Any landscape improvements, in conjunction with street improvements for industrial, commercial, or residential developments, involving grading, Hard scape construction (concrete walks, etc.), installation of walls, fences, lighting, planting, or irrigation systems, within the City of Eastvale road rights-of-way, must be shown on plans and submitted for review by the Public Works/Engineering Department.

B. Plan submittal is not required for individual single-family residential landscaping, unless the proposed landscape work includes berm construction, excavations (other than for sprinkler lines or planting), hardscapes, walls fences, lighting, rockeries, signage, or other obstructions within the right-of-way.

C. Encroachment permits are required for any work within the rights-of-way that requires a plan submittal.

D. All landscape work is required to meet the standards set forth in this document.

E. Landscape plans shall be prepared by a landscape architect Licensed/licensed in California.

24.1.4 Landscape Maintenance in Perpetuity
A. Prior to the Public Works/Engineering Department approval of any landscape plans, responsibility for the continued landscape maintenance (in perpetuity) must be established. There are two (2) forms of maintenance responsibilities, public or private.

Private landscape maintenance is typically done by the owner of a single parcel and/or their appointed representative or HOA. Public landscape maintenance involves a lighting and landscape maintenance district (L&LMD) typically overseen by a municipality or Special District.

For Residential (tract) developments, ongoing landscape maintenance shall be the responsibility of a City approved (public) landscape maintenance district for all reverse frontage areas, medians, and ingress/egress parkways adjacent to fence lines (side lots). Maintenance shall pertain to all areas within a development as approved on the landscaping plan and, with the exception of walls and monuments, shall include all landscape elements in the right -of-way, not just planting and irrigation. HOAs are not permitted to maintain reverse frontage landscapes or medians within the City Maintained Road right-of-way. Monuments shall be placed in an easement solely for the purpose of the monument and maintenance of said monument. Lighting for monuments will only be covered by the L&LMD if the lighting is on approved L&LMD plans and noted 216
January 2026 34 City of Eastvale Standard Specifications in the budget. Repeated acts of vandalism will not be covered by the L&LMD once budgeted monies are exhausted.

For commercial and industrial projects, ongoing landscape maintenance shall be the responsibility of a private entity if approved by the City of Eastvale Public Works/Engineering Department by an executed Landscaping Maintenance Agreement.

Otherwise, ongoing landscape maintenance shall be done by a City approved landscape maintenance district. Maintenance responsibilities shall pertain to all areas within a development as approved on the landscaping plans, and shall include all landscape elements in the rights-of-way, not just planting and irrigation.

B. Individual maintenance districts may have different requirements and standards. Plans shall comply with pertinent standards and may need to be approved in conjunction with the associated maintenance district. In cases of discrepancy, the stricter requirements shall apply.

C. Landscape areas shall be designed with respect to the maintenance mechanism utilized.

Areas maintained by separate entities shall be designed so maintenance responsibilities do not overlap. Installation of a 6-inch-wide concrete header shall be required to clearly delineate maintenance boundaries.

D. Areas maintained by separate entities shall have separate electrical and water meters, in separate enclosures/boxes. Special District Utilities shall be standalone.

E. Parkways that have sidewalks that meander through the right -of-way area, dedicated landscape parkway easements or common areas contiguous to public rights-of-way shall be maintained by one maintenance entity for the entire area.

24.1.5 Utility Location and Obstructions Below Ground: Landscape designs shall consider all existing or proposed utilities, including but not limited to gas, sewer, water, storm drains, streetlights, and electrical. The locations of all known utilities shall be shown on the landscape plans. Contractor shall be responsible for having the location of all utility lines and structures verified by Underground Services Alert, or other utility locating service, so that proper precautions may be taken to avoid disruption of or damage to such improvements.

24.1.6 Sight Distance: The sight distance is the distance a driver approaching an intersection, whether signalized or not, or leaving a driveway should be able to see down the street for oncoming traffic. The area between the sight line and the curb is a restricted use area. No trees, plants, walls, or other obstructions higher than 18 inches from top of pavement (12” from top of curb) where ground is flat shall be placed in these restricted use areas.

24.1.7 Quality and Standards of Materials, Installation, and Guarantees A. All landscape materials and installation procedures shall meet the minimum requirements as set forth in the “Greenbook”, Standard Specifications for Public Works Construction, latest edition, and the City Standard Specifications contained in this document. Unacceptable materials or improper installation procedures shall be cause for rejection/removal of work.

B. City of Eastvale Landscape Guidelines shall be used as a reference for current landscape construction within the rights of ways and adjacent landscape easements.

The Guidelines are a dynamic document which is updated from time to time to reflect ever evolving Landscape Industry and Water District Regulations. When a conflict 217
January 2026 35 City of Eastvale Standard Specifications occurs between iterations of the Guidelines the stricter detail/standard/specification shall prevail.

C. All tree, shrub, and other woody plant work shall be completed in accordance with Approved American National Standard (ANSI) A300 and Z133 Standards, latest edition.

D. Landscape maintenance districts may require additional plan check and inspection time and fees. The City may relinquish final inspection of the project to the City approved landscape maintenance district through written notification. The City will also seek written notice from the maintaining entity for their final Acceptance of the landscape improvements.

E. Plant material shall be guaranteed for 90 days from time of landscape Acceptance by the City. Trees shall be guaranteed for one year from Acceptance date. Guarantees shall be in the form of bonds or cash deposits combined with written Agreements.

F. Irrigation systems shall be guaranteed against material defects or improper installation methods for one year from acceptance date. Guarantees shall be in the form of bonds or cash deposits combined with written Agreements.

24.1.8 Plant Material: Plants shall be typical of their species or variety, have normal habits of growth, be healthy, vigorous, well rooted, but not rootbound or have girdling roots.

A. Plants shall be free of disease, insects or pests, including their eggs or larvae.

B. Plants with spines, thorns, or poisonous leaves, seeds, or berries, etc., are prohibited in areas adjacent to high pedestrian traffic. Plant selection shall be appropriate for the specific geographic location and climate zone in which they will be planted. Plants with thorns may be planted in areas where access is not warranted. Plant materials shall be selected from City of Eastvale Approved Plant list.

C. In order to comply with the City of Eastvale objectives for attractive, low maintenance landscapes, the following characteristics shall be considered in plant selection:

1. Appropriate growth habit and mature size for the intended planting area to avoid excess maintenance, such as frequent pruning or shearing to control growth.

Minimal pruning and/or shearing for natural appearance is preferred.

2. Drought tolerance, to minimize water usage.

3. Fire resistance in natural fire hazard areas and fuel modification zones.

4. Deep rooting properties.

5. Hydrozone based design, grouping plants with similar water needs and other horticultural requirements.

D. Trees shall be selected per the City of Eastvale Approved Plant list. Trees shall have straight, undamaged trunks, be well branched, well rooted without being rootbound, and have no girdling roots. Any old tree wounds shall be well healed or callused over.

Minimum tree size shall be 15 gallons.

E. Trees with aggressive roots shall be avoided. Approved root barriers (minimum 24” in depth) are required when trees are planted within certain distances from City maintained curbs, gutters, and/or sidewalks. See guidelines for specific requirements. 218
January 2026 36 City of Eastvale Standard Specifications F. Plants shall be non -invasive, see the City of Eastvale Approved Plant list for a general listing of plants not allowed within various areas of the City.

G. Trees shall not be topped (unless by governing utility as allowed by the PUC).

24.2 EROSION CONTROL AND LANDSCAPE GRADING PLANS

24.2.1 Erosion and Sediment Control: Landscape designs shall comply with the City of Eastvale’s adopted grading and erosion control standards, which may include applicable provisions from the County of Riverside’s Grading Policy for Erosion Control Landscape Plans, Ordinance 457.

24.2.2 Landscape Grading
A. Any grading in landscape areas shall be as shown on the grading plan.

B. Parkway and common areas shall not drain onto private property.

C. Medians shall be graded in accordance with the City of Eastvale’s standard grading requirements.

D. Toe of slope shall not extend into any line of sight restricted use area (see City Road Standard 821).

E. Hardscape grades shall be per City of Eastvale codes and requirements. Desirable grades for landscape planting areas are indicated below.

Landscape Minimum
Slope
Maximum
Slope Comments
Shrub and Groundcover 2% (50H:1V) 33%
(3H:1V)
If slope is 5:1 or steeper, the
toe of slope shall be 1 foot
away from any hardscape or
wall.

F. No grading shall be permitted within the drip line of existing trees indicated to remain.

24.3 PARKWAY LANDSCAPING

24.3.1 Trees
A. Trees shall be selected from the City of Eastvale Approved Plant list.

B. Tree selection and design may be reviewed in relation to the species selected and the space in which it is to be planted. Factors to be considered are planting area size, proximity to utilities (above or below ground), growth rate and mature tree size, tree spacing, rooting characteristics, horticultural requirements, and maintenance needs.

C. Trees located within the parkway shall be a minimum of 6 feet from the sidewalk edge, 6 feet or less from the sidewalk edge with a root barrier or as indicated within the City of Eastvale Landscape Guidelines. In parkways without sidewalks, trees shall be planted a minimum of 7.5 feet from the face of curb. These conditions may vary for specific plans or special conditions approved by the City Engineer.

D. The following standards shall apply in tree selection and location. Trees shall be:

G. Slopes greater than 33% (3H:1V) shall require a special design. 219
January 2026 37 City of Eastvale Standard Specifications

1. Planted on private property where feasible and street tree requirements are not required, a minimum of 2 feet from the right -of-way line on local and collector streets. The exception shall be along the side yards (ingress/egress conditions) and backs of residential properties (reverse frontage) where a wall exists or is proposed. For all other street sections, trees shall be planted outside the rights- of-way if setback requirements can be met.

2. A minimum of 10 feet from residential driveways and 15 feet from commercial driveways (see City Road Standard 1101).

3. A minimum of 10 feet from corner cutbacks for local and collector streets, and 20 feet from corner cutbacks for secondary, major and arterial streets (see City Road Standard 1101).

4. A minimum of 3 feet from fences or the face of walls, either existing or proposed, and a minimum of 2 feet away from any wall footings.

5. A minimum of 6 feet from any underground utility line or vault, or per the particular utility, which may have further restrictions.

6. A minimum of 20 feet from streetlights and 12 feet from traffic or street signs.

24.3.2 Shrubs, Ground Covers, and Cactus
A. Shrubs, Ground Covers and Cactus shall be per City of Eastvale Approved Plant list.

B. The minimum distance shrubs shall be planted from hardscape/sidewalk shall be equal to half the mature shrub’s diameter. The minimum distance shrubs shall be planted from curbs shall be equal to the mature shrubs diameter. Ground cover may be planted up to the sidewalk or curb, depending on Ground cover trimming needs and suitability.

C. Within the road right-of-way, no shrubs, ground covers, and cactus with a normal growth habit over 18 inches in height from top of pavement (12” from top of curb) may be planted within or encroach into any sight distance restricted use areas (see Standard 821).

D. Where cactus are allowed in desert landscaping, cactus shall be placed so as not to encroach within 5’ of any pedestrian or bike path areas at maturity.

24.3.3 Vines
A. Vines shall be per City of Eastvale Approved Plant list.

B. Vines shall be self-clinging or have an appropriate support system provided.

C. A minimum of 18” -24” shall be left between any self -clinging and/or twining vines and shrubs or trees at their maturity.

24.3.4 Turf
A. Turf is only allowed in the right -of-way where it is contiguous with recreational park turf with no barriers present, in high pedestrian use areas such as schools, or as approved by the City Engineer on a per case basis.

24.3.5 Sidewalks
A. Sidewalks shall be designed in accordance with the City of Eastvale’s standard plans.

B. Meandering sidewalks, that do not go to the curb, shall meander no closer than 3 feet to 220
January 2026 38 City of Eastvale Standard Specifications the face of the curb consistent with City Standard 404.

C. Intersections with other walkways shall be designed to be located within one maintenance entity area. At the line where the walkway crosses into another maintenance area, an expansion joint shall be installed in the walkway (see Standard 400).

24.3.6 Mulch
A. All non-turf planting areas, except as noted herein, shall be mulched to retain moisture, suppress weeds, and moderate soil temperature. A granular pre -emergent shall be applied prior to mulching activities.

B. Planting areas shall be mulched with a three inch (3”) minimum layer of organic mulch.

Areas of groundcover planted from flats shall be mulched with a one and one half inch (1-1/2”) minimum layer of organic mulch. Organic mulch material shall be 3/8” -1/2” diameter screened fir bark or approved equal.

C. Where maintenance districts require a different depth of mulch, the more stringent (deeper) requirement shall prevail.

D. Color enhanced mulches shall not be used.

E. Mulch may be omitted for native revegetation projects upon the recommendation of the project biologist.

F. Mulch may be omitted for hydro-seeded areas.

G. Slopes shall receive stabilizing mulch products.

H. Planting areas in desert regions (Sunset Climate Zones 11 and 13) shall be mulched with a two inch (2”) layer of decomposed granite / gravel mulch. 1” minimum (sieve gradation/size) decomposed granite mulch shall be used.

I. When used in lieu of mulch, cobble areas within the right-of-way shall be grouted in place unless maintained by commercial / industrial private entity.

24.3.7 Walls/Fences/Boulders
A. Walls or fences to be maintained by a maintenance district shall be designed to be located totally within the maintenance area of the maintenance district that will maintain the wall or fence. No private individual residential walls or fences, nor their footings shall be located within the City right-of-way.

B. Walls shall be screened with vines to discourage graffiti. Vines shall be self-clinging or secured to a support. Vines should eventually provide a minimum wall screen of 80 percent coverage. Walls shall have a minimum of three (3) applications of anti -graffiti coating applied prior to any planting.

C. Placement of Boulders within the right-of-way shall take into consideration sight distance zones, fall zones for cyclists, pedestrians, etc. A 10’ clearance to pedestrian or bike path areas is recommended.

24.3.8 Trail Stabilizer
A. Stabilizer product shall be appropriate for use by pedestrians, bicyclists and, where used for multi-purpose trails, equestrians.
221
January 2026 39 City of Eastvale Standard Specifications B. Subsurface for stabilized decomposed granite shall be prepared per product manufacturer specifications and warranty terms (compacted greater than 90% or Geotechnical Engineer’s recommendation).

C. Depth of stabilized decomposed granite to be a minimum of 50% of the overall trail section. The remaining section may be aggregate base as approved by the City Engineer.

24.4 MEDIAN LANDSCAPING

24.4.1 General: Planting and irrigation is required for medians 5’ wide or greater unless sight distance restricts planting. Median noses and transitions from turn lanes less than 24 inches shall be hardscape material. Irrigation shall be point source in nature, with 12” flexible riser with drip emitters or bubblers. Drip irrigation less than ½” pipe diameter and/or rated less than schedule 40/80 pipe is not permitted within medians.

24.4.2 Median Hardscape
A. To reduce plant maintenance and conserve water, hardscape, rockeries, or other non - plant treatments shall be incorporated into the median design. As a general rule, a minimum of 40 percent of the median’s plantable area shall receive hardscape treatment.

B. Median hardscape shall be cobblestone river rock, 4” – 12” dia. and grouted with a min. thickness 4”; or colored concrete (with or without a stamped pattern) with a 4” min. thickness. Color shall be red, brown, sand, or tan. A gray or slate color is not permitted, since this color will not differentiate the median from the roadway.

C. As a general rule, fixed objects such as boulders shall not be located in medians. In cases where special permission is granted, use shall be limited.

D. Monument signs in medians may be allowed on a per case basis with City Engineer approval and will require a maintenance agreement. The City of Eastvale will not be responsible for the maintenance and repairs/replacement to Monument signs.

24.4.3 Median Trees
A. Trees shall be planted a minimum of 6 feet from the face of curb. Median must be a minimum of 12 feet wide for tree planting. Where trees are requested in a median less than 12 feet wide, root barriers are required.

B. Trees shall be a minimum of 20 feet away from streetlights and 10 feet away from traffic or street signs.

C. Trees shall not be planted in median sight distance restricted use areas (see Standard 821)
D. Trees planted in the median shall be from the City of Eastvale approved plants. Trees should be small diameter trunks and high canopies at full maturity.

E. Tree ‘clear trunk height’ shall be 5’ minimum above finish grade for viewing under foliage canopy of tree. If mature spread diameter of tree extends beyond the curb face, there shall be 14’ minimum clearance above the road to the branching/foliage.

F. Trees planting, location and size shall comply with Caltrans requirements for highways. 222
January 2026 40 City of Eastvale Standard Specifications

24.4.4 Median Shrubs and Ground Covers
A. Shrubs planted in a median shall be the low growing varieties. The shrubs normal growth habit shall not exceed 4 feet in height. Median shall be A minimum of 5 feet wide for shrub planting.

B. Shrubs planted in the sight distance restricted use areas shall not have a growth habit exceeding 18 inches in height from top of roadway (12” from top of curb or less depending on vertical curve sight visibility restrictions). See City Road Standard 821.

C. Shrubs and hedges shall be designed and planted the same as for parkways.

D. Ground covers shall be designed and planted the same as for parkways.

E. Lawns shall not be permitted in medians.

24.5 WATER CONSERVATION AND IRRIGATION

24.5.1 Water Conservation
A. Landscapes installed in City rights-of-way and open space/common areas shall contain water conservation elements in both the planting and irrigation design.

B. Mulch shall be used in planting areas as required herein.

C. Plans shall conform to the requirements of the City of Eastvale’s standard plans.

Projected landscape water use shall be calculated and landscaping within the City Maintained Road rights -of-way shall be calculated at an EvapoTranspiration (ETo) budget of 0.45 (or 45% ETo).

D. Irrigation plans shall also conform to any requirements established by the local water purveyor servicing the project area.

24.5.2 Irrigation System Design and Equipment
A. Irrigation design shall conform to the requirements of the City of Eastvale Standard Plans.

B. Irrigation systems shall be designed according to maintenance areas. All irrigation system equipment (controllers, valves, piping, heads, etc.) shall be installed within the maintenance area. In landscape areas that include the right -of-way and a contiguous dedicated landscape easement, the irrigation system need not be separated if the entire landscape area is being maintained by one entity. Areas maintained by different maintenance entities shall also have their own water and electrical points of connections (POC).

C. Backflow prevention devices shall be covered with a vandal-resistant stainless steel or aluminum enclosure, powder -coated green (or tan in the Desert areas near DG), with locks.

D. Irrigation systems, other than private individual homeowner areas, installed within road rights-of-way shall include the following:

1. A wye filter or basket strainer shall be installed before backflow prevention devices (verify with local water entity). Backflow shall be painted ‘Hunter Green” or Tan to deter theft (protect handles, serial numbers, and ports from paint). 223
January 2026 41 City of Eastvale Standard Specifications

2. A Climate -Based smart controller (IA -SWAT tested) with access to real time EvapoTranspiration (ETo) rates shall have at least as many stations as valves indicated or per the irrigation design. Controller shall be solid state and equipped with multiple programs, water budgeting, and repeat cycles. Controller shall be enclosed in a vandal-resistant steel or aluminum enclosure.

3. Irrigation systems shall be scheduled so the precipitation rate does not exceed the infiltration rate of the soil.

4. Irrigation systems shall be equipped with a normally closed (NC) master valve and a flow sensor.

5. Irrigation systems shall be equipped with a rain sensor which shall be located within an unobstructed natural rainfall area above the irrigation spray pattern.

6. Gate valves shall be installed in pressure main lines at each valve along the system to allow shutting down portions of the system. Gate valves shall also be installed on the supply side of a main line that crosses a street.

7. Remote control valves shall be installed below ground in valve boxes. Control valve wire shall be UGF wire, minimum 14 gauge. Common wire shall be UGF wire, WHITE, minimum of 12 gauge or larger. Wire shall be a continuous run from controller to valve for runs less than 2500 feet. Common wire splice shall occur at valve boxes or splice boxes. Two-wire systems shall be installed in conduit, minimum 1” size for a single two -wire cable. Conduit for wires shall be sleeved across hardscape and roadways for additional protection.

8. Quick coupling valves (QCV) shall be located along pressure main line at maximum intervals of 25 feet. QCV shall be installed in a minimum 10” round valve box.

9. Anti-drain devices shall be installed where low head drainage may occur.

E. High efficiency irrigation methods (for example drip, low volume rotators or rotors, micro- sprays, etc.) are encouraged.

F. All spray heads and rotor heads shall be of the “pop-up” type with a minimum 6-inch pop up in turf areas and 12 inches in shrub areas. Medians shall be point source drip only.

G. Where risers are necessary within the right of way, they shall be of flexible sch. 40 PVC pipe. Fixed/rigid risers are not permissible.

H. Irrigation systems shall be designed to provide uniform coverage. The design for rotors and sprays shall be head -to-head coverage with a maximum of 60% diameter overlap.

Irrigation system shall be designed to minimize and prevent spray on roadways and sidewalks.

I. Pressure calculations shall be provided for valve with highest gpm and the farthest valve from point of connection. Slope system will require a pressure calculation for system with the greatest elevation increase.

J. Pipe shall be sized to reduce pressure loss and as to not allow velocities to exceed 5 feet per second.

K. If a pump is required, calculations shall be submitted for review. 224
January 2026 42 City of Eastvale Standard Specifications L. In areas designated to become part of the Landscaping & Lighting Maintenance District (L&LMD) or another Special District, the City reserves the right to specify additional irrigation equipment that would reduce or minimize annual landscape operation costs.

Such features would be dependent upon the nature and extent of the proposed landscaping.

24.5.3 Installation
A. The landscape contractor shall coordinate the irrigation installation work, such as point of connections, sleeving, and utilities, with work of other trades. The irrigation installation shall be done in such a manner to avoid problems with the planting of trees and shrubs or other related work as called for on the Plans.

B. Irrigation pressure mainlines shall be a minimum of 18 inches below finish grade. Non- pressure lateral lines shall be buried a minimum of 12 inches below finish grade. Where any pipes pass under vehicle access ways, the minimum pipe depth shall be 36 inches below finish surface and shall be installed in PVC sleeving including wire conduits.

C. Valves and controllers shall be located in an accessible parkway or open space areas locations. Where and when possible, valves should be grouped together, utilizing a common shut-off device. Valves may be installed in medians, if necessary. Controllers shall not be placed in the median.

D. Wiring for valves shall follow the mainline. Wiring shall be a minimum of 18 inches below finish grade. Where wiring passes under vehicle access ways, or the wiring does not follow the mainline, then the wiring shall be installed in a separate PVC conduit, minimum 1 inch size. A pull box shall be located at each end of the conduit. Two-wire systems shall be install in conduit, minimum 1” size for a single two-wire cable. Conduit for wires shall be sleeved across hardscape and roadways for additional protection.

E. Provide an 18-inch-long expansion loop in wire run for each change in wiring direction and at valve boxes.

F. Controller charts and reproducible as -built plans shall be provided to the City for all landscaping with the rights-of-way.

G. Landscape architect of record shall certify that all landscaping and related irrigation was installed per plan and per these standards.

24.6 INSPECTION AND SUBMITTAL

24.6.1 General: All work within the City rights-of-way shall be subject to inspection to verify that work has been done according to approved Plans, City Road Standards, and per City Standard Specifications. The City Public Works/Engineering Department shall be notified two working days prior to the work requiring inspection.

24.7 CONSTRUCTION CLEAN UP

24.7.1 General: During the course of the work, the sidewalks and street shall be left in an orderly, neat and clean condition. Equipment, supplies and materials shall be stored in a safe way and in a location so as not to interfere with other work or impair site distance. Excess equipment, material, soil, etc., shall be removed from the site.
225
January 2026 43 City of Eastvale Standard Specifications

24.8 STREET TREE MAINTENANCE, REMOVAL, PROTECTION, AND PRESERVATION

24.8.1 Tree Maintenance
A. The City of Eastvale provides street tree crews to perform limited tree trimming, when notified, where trees located within City rights -of-way have branches that overhang roadways or walkways and present a hazard to the traveling public.

TREES: Trees overhanging City roads, but whose trunks are off the City right-of-way, shall be the responsibility of the owner and made safe for traffic at their expense.

Trees upon the City right-of-way shall be maintained by the City as to the safety and convenience of road travel. Their maintenance, or removal desired to benefit adjoining property, shall be at the expense of the adjoining property owner. Any work on trees situated on City right-of-way, performed by the adjoining property owners, shall be done under a permit issued by the City.

Trees shall be pruned to meet the following criteria:

1. All branches overhanging roadways beyond curb face shall have 14’-0” minimum vertical clearance.

2. All branches overhanging walkway shall be 8’-0” minimum vertical clearance.

3. All branches overhanging trails shall be 10’-0” minimum vertical clearance.

B. Trees covered by a landscape maintenance agreement or district shall be maintained or removed as necessary per the agreement or by the district.

C. Utility pruning is a dangerous practice. Tree branches entangled in, or interfering with, overhead utility wires will be referred to the appropriate utility for maintenance requests.

D. Tree Maintenance performed by City Contract, City Contractor, or hired by a private entity or individual shall be overseen by an International Society of Arboriculture (ISA) Certified Arborist. All tree work shall be completed in accordance with Approved American National Standard (ANSI) A300 and Z133 Standards, latest edition.

E. Tree trimming operations shall be limited to those addressed within ANSI A300 and Z133 Standards, latest edition and line of sight issues. Tree Trimming for recreation purposes and commercial signage is not permitted, unless within a dedicated View Easement

24.8.2 Tree Removal (On or Adjacent to City Road Rights-of-Way) The purpose of this standard is to establish a procedure to ensure that proper review is provided prior to the determination and ordering of work to remove trees from City maintained rights -of- way or trees located on private property which pose a public safety hazard to public -dedicated activities within City rights-of-way.

A. Conditions upon which trees may be considered for removal:

1. Dead or diseased.

2. Danger to traffic or private property.

3. Conflict with construction work or major maintenance project

4. Trees creating unsafe conditions such as a sight distance restriction. 226
January 2026 44 City of Eastvale Standard Specifications

5. Tree or trees located near the edge of the traveled way and are regarded as a target location of an errant vehicle.

6. Removal is requested by adjacent property owners and justifiable by above stated conditions.

B. The recommendation for such removal is to be submitted to the Deputy City Engineer for approval prior to commencing any removal activities. This report should provide, but is not limited to, the follow information:

1. Road book map showing locations

2. Accident data (at least three years).

3. Contacts with the property owners.

C. The City Engineer is authorized to approve such tree removal. However, any location where tree removal may be a sensitive issue in the neighborhood should be brought to the attention of the City Engineer who will in turn advise the City Supervisor for that Supervisorial District.

D. The owner of trees on private property adjacent to City rights -of-way and whose trees have been designated for removal per the above shall be notified by the City to have the trees removed. Trees may be removed by the City, at the property owner’s expense, if the owner fails to comply with tree removal notice.

E. Tree removals may require an ISA Certified Arborist Report outlining most of the following: existing tree characteristics, health, site conditions, target, defects, hazard rating, and abatement.

F. Tree removals shall follow the Migratory Bird Treaty Act.

24.8.3 Tree Protection During Construction
Trees that have been targeted for preservation or are within the existing landscape (formal or informal), or adjacent to the City maintained right of way must be protected from any construction damage and/or construction activity around the tree. This should be kept in mind during the planning and/or permitting processes to ensure that the area around the tree in not planned to have utilities that would require trenching or otherwise affect the root zone, and that the area is not intended to be used as a staging area or even as a pass-through area where foot traffic or vehicular traffic will compact the soil.

A. Each tree likely or near the construction area shall have a designated Tree Protection Zone (TPZ). Within this area is the Critical Root Zone (CRZ).

B. Typically, a tree’s dripline dictates the TPZ. On larger species, an estimated radius of 8- 12 inches per every 1 inch of Diameter Breast Height (DBH) should be protected, depending on age and tolerance to construction damage.

C. The TPZ shall be delineated or fenced prior to, during, and after construction operations.

D. Construction activities which require access into the TPZ and/or CRZ or include root pruning for roots greater than 1” shall have a Tree Management Report outlining specifications for protecting said trees approved by the City.

E. Construction activities shall minimize the following: root damage, trunk damage, soil 227
January 2026 45 City of Eastvale Standard Specifications compaction, irrigation interruption, reduction of crown by greater than 25%, exposure to the elements, grade changes.

F. Tree Protection operations shall be limited to those addressed within ANSI A300 and Z133 Standards, latest edition.

24.8.4 Tree Preservation
A. Rapid population growth and vigorous development have resulted in the loss of a great number of trees throughout thew City of Eastvale. While new trees are being planted, the loss of specimen trees is an alarming situation. Therefore, a standard for tree preservation has been established to protect these precious resources as outlined below and pertaining to native trees above 5,000 feet in elevation.

B. All tentative subdivision and parcel maps shall identify all trees located within proposed or existing road right -of-way having a trunk diameter of 8 inches or more for trees 25 feet in height or greater. Trees shall be noted as to location, diameter, drip line extent, species name and common name. Trees of similar species and size which are part of a group or orchard need not be identified individually. Upon review by the Public Works Department, all trees identified as “specimen trees” shall be retained.

C. Specimen trees are identified as being any tree which may possess historical value.

Specimen trees shall be healthy and typical of species.

Olea Europaea (Olive), Quercus agrifolia (Coast Live Oak), Populus fremontii (Fremont's Cottonwood), Plantanus racemosa (Western Sycamore), Salix lasiolepis (Arroyo willow), Salix gooddingii (Black willow), Salix laevigata (Red willow), Salix exigua (Sandbar willow), and all Palm species shall be retained whenever possible. When retention is not feasible, trees of these species shall be studied to be relocated.
228

CITY OF EASTVALE

PUBLIC WORKS/ENGINEERING DEPARTMENT

CITY OF EASTVALE

STANDARDS FOR

DESIGN AND CONSTRUCTION OF

PUBLIC IMPROVEMENTS
JANUARY 2026
229

DRAINAGEGENERAL PLAN HIGHWAYS

MEDIANSROADWAY DESIGN

STREETS / FRONTAGE ROADS

CURBS, GUTTERS AND DRIVEWAYS
152' R/W128' R/W118' R/W100' R/W91929493
103104
200201202203204205207208209211212213
202A
111107A107B109108
105A106105C105B
113A113B114
300301302303304305306307309310311312308
52' R/W59' R/W82' R/W97' R/W78' R/W
TYPE A-8 CURB AND GUTTER - 8" CURB FACETYPE A-6 CURB AND GUTTER - 6" CURB FACETYPE "C" CURB - ROLLED CURBTYPE "W" CURB - WEDGE CURBTYPE "D-1" CURB ONLY ON EXISTING PAVEMENTTYPE "D" CURB ONLYCURB AND GUTTER JOINTSCROSS GUTTER AND SPANDRELCURB TRANSITIONHOT MIX ASPHALT DIKES CURB INLET CATCH BASINCOMBINATION INLET CATCH BASIN No. 1CURB SUPPORT DETAILCURB OUTLET DRAINPRIVATE DRAIN THROUGH CURBGRATE AND FRAME DETAILCOMBINATION INLET CATCH BASIN No. 2

UNDER SIDEWALK DRAIN CAST IN PLACEGUTTER DEPRESSION FOR CURBOPENING CATCH BASINSGUTTER DEPRESSION FOR GRATEOPENING CATCH BASINS

ROADWAY DESIGN REQUIREMENTSCROSSOVER MEDIANLANDSCAPED MEDIANMAJOR FRONTAGE ROAD

URBAN ARTERIAL HIGHWAYARTERIAL HIGHWAYMAJOR HIGHWAYSECONDARY HIGHWAYCOLLECTOR STREET(NO ACCESS)AB LOCAL ROAD/ AB ACCESS RDLOCAL FRONTAGE ROADCOLLECTOR FRONTAGE ROADSECONDARY FRONTAGE ROADINDUSTRIAL COLLECTOR STREET

DRIVE APPROACH LOCATIONS AT INTERSECTIONCURB RETURNSRESIDENTIAL DRIVE APPROACH WITHSIDEWALK AT R/W INDEX - PAGE 1 OF 2

DRIVE APPROACHES
313FULL TRASH CAPTURE DEVICE -CONNECTOR PIPE SCREEN
ENHANCED LOCAL STREET66' R/WEXTERIOR & LOCAL STREET60' R/W56' R/W60' R/WSHORT LOCAL STREETACCESS ROAD, CONSTRAINEDLOCAL OR PRIVATE STREET AC OVERSIDE DRAIN74' R/W
50'-60' R/W

FLAT OUTLET DRAINAGE STRUCTUREPCC DIP SECTION
215SECOND DRIVEWAY STANDARD

CITY STANDARDS
314RIPRAP ENERGY DISSIPATER

ALLEYSSEWERS
SIDEWALKS AND TRAILS400401403404405500600601603606607608610611612

SIDEWALK, FIRE HYDRANT, ANDUTILITY POLE LOCATIONSIDEWALK AND CURBCURB RAMPMULTIPURPOSE TRAILMEANDERING SIDEWALK SEWER HOUSE CONNECTIONSEWER CHIMNEY PIPESEWER CLEANOUTPRECAST RECT. SHALLOW MANHOLEPRE-CAST CONCRETE MH, ECCENTRICMANHOLE FRAMES AND COVERSPRE-CAST CONCRETE MH, CONCENTRIC

ALLEY AND ALLEY APRON SECTIONS

PAVING DETAIL AROUND MANHOLEIN UNPAVED AREARECTANGULAR MANHOLE FRAME AND COVER .............................................................................................. .............................................................................................................................................................................. 230

WATERGEOMETRICS

MONUMENTINGLIGHTINGROADWAY LANDSCAPING

TRAFFIC
817818819821820
701702703800801802803805810812813814806
1200120112021205120612071210
122012211222
110111021103
1000
900901903

FIRE HYDRANT INSTALLATIONVALVE BOX, FRAME AND COVER
TIE-OUT STANDARDSSTREET CENTERLINE MONUMENTTYPE "B" MONUMENT

UNDERGROUND UTILITY LOCATIONSUTILITY TRENCH BACKFILLINTERSECTION SIGHT DISTANCEFIXED OBJECT PLACEMENT FOR ROADWAYSWITHOUT CURBSLOCATION OF CABLE TV DUCTSAT STREET INTERSECTIONS

BACKFLOW PREVENTION DEVICE INSTALLATIONTREE STAKING DETAILTREE SETBACKS AT CORNER CUT-BACKSAND DRIVEWAYS

SIGN POST INSTALLATION
CUL-DE-SACKNUCKLEFRONTAGE ROAD INTERSECTIONBARRICADEBUS TURNOUTENTRY STREET 50' IMP/80' R/WPROPERTY LINE CORNER CUT BACK,CURB RETURN RADIUSMULTIPLE MAILBOX INSTALLATIONFOR NEW SIDEWALKMULTIPLE MAILBOX INSTALLATIONFOR EXISTING SIDEWALKSTREET NAME SIGN LOCATION IISNS MAST ARM DETAILIISNS DETAILTRAFFIC SIGNAL DETAILDETECTION INPUT ASSIGNMENTS12111213DELINEATORS1216SOLAR POWERED RADAR SPEED FEEDBACKSIGN - LOCAL ROAD

FIRE HYDRANT INSTALLATION (ALTERNATE)

PRIVATE ROAD CONNECTION (RURAL AREA)STRIPING DETAILS AND CONSTRUCTION NOTES

STREET NAME SIGN

STREET LIGHTING
1225ADVANCE STREET NAME SIGN

VIDEO/RADAR DETECTION DETAILLOOP DETECTOR DETAILCROSSWALK AND LIMIT LINE LAYOUT DETAIL INDEX - PAGE 2 OF 2CITY STANDARDS
1001STREET LIGHTS SERVICE CABINET1002STREET LIGHT FOUNDATION WITH PULL BOX1003PULL BOX DETAIL 1104TREE TRIMMING ON RESIDENTIAL AREAS
1208ADVANCED DILEMMA ZONE DETECTION DETAIL1209FIBER OPTIC CABLE DETAIL1212STOP BAR PLACEMENT1214FIRE HYDRANT PAVEMENT MARKER LOCATION 1226STOP SIGN INSTALLATION1227STREETLIGHT POLE SIGN INSTALLATION 1215SOLAR POWERED FLASHING BEACON
1228MICRO-TRENCHING
231
A
B
C
L
E
F
G

ECECREGEGLEIRELEV, ELE/OEPEQUIVESETCETWEVCEXIST, (E)EXPEXPY

END HORIZONTAL CURVEEND CURB RETURNEDGE OF GUTTERENERGY GRADE LINEENVIRONMENTAL IMPACT REPORTELEVATIONEAST OFEDGE OF PAVEMENTEQUIVALENTEDGE OF PAVED SHOULDERETCETERAEDGE OF TRAVELED WAYEND OF VERTICAL CURVEEXISTINGEXPANSION, EXPIRATIONEXPRESSWAY

GAGALVGBGMGRGSGTRGAUGEGALVANIZEDGRADE BREAKGAS METERGRADEGRADED SHOULDERGUTTERACRONYMS ANDABBREVIATIONS

CURB AND GUTTERCRUSHED AGGREGATE BASECATCH BASINCATCH BASIN CLEANOUTCATCH BASIN INSERTCURB FACECAST IRON PIPECHAIN LINK FENCECLEAR, CLEARANCECULVERT MARKERCRUSHED MISCELLANEOUS BASECONCRETECONSTRUCT, CONSTRUCTIONCONTINUOUSCORNER RADIUSCROSS SLOPECULVERTCHECK VALVECROSS WALKCENTERLINE C/GCABCBCBCCBICFCIPCLFCLRCMCMDCONCCONSTCONTC.R.CSCULVCVCWC

BEGIN HORIZONTAL CURVEBEGIN CURB RETURNBEGINBUILDINGBOULEVARDBENCH MARKBEST MANAGEMENT PRACTICEBOTTOMBACK OF WALKBRIDGEBEARINGBEGIN VERTICAL CURVE

BCBCRBEGBLDGBLVDBMBMPBOTBOWBRBRGBVC

DRAINAGE INLETDISTANCEDRIVEDRIVEWAYDIDIADISTDRDWY
DETD.F.DGDETAIL, DETOURDOUGLAS FIRDECOMPOSED GRANITED
(SHEET 1 OF 3)
ABABBRABNACACBADAAHDALTALUMAMPAPPROXARHMASASTATCAVE@

FEBTFDYFGFHFLFNBTFSFSBTFTFTCDFWBTFWFWY

FACING EASTBOUND TRAFFICFOUNDRYFINISHED GRADEFIRE HYDRANTFLOW LINEFACING NORTHBOUND TRAFFICFINISHED SURFACEFACING SOUTHBOUND TRAFFICFEETFULL TRASH CAPTURE DEVICEFACING WESTBOUND TRAFFICFACE OF WALLFREEWAY

ADVANCED TRANSPORTATION CONTROLLER

AGGREGATE BASEABBREVIATIONABANDONASPHALT CONCRETEASPHALT CONCRETE BASEAMERICANS WITH DISABILITIES ACTAHEADALTERNATEALUMINUMAMPEREAPPROXIMATEASPHALT-RUBBER-HOT-MIXAGGREGATE SUBBASEABOVE-GROUND STORAGE TANKAVENUEAT

DIAMETER

CORRUGATED METAL PIPECMP
232
M
N

OOCODOGOHOVERCROSSING, ON CENTEROUTSIDE DIAMTERORIGINAL GROUNDOVERHEADP

QQTYQUANTITYR

JLJUNCTION STRUCTUREJOINTJSJT

MAMAINTMAXMBGRMEDMHMINMISCMMMODMPHMT

MAST ARMMAINTENANCEMAXIMUMMETAL BEAM GUARD RAILINGMEDIANMANHOLEMINIMUMMISCELLANEOUSMILE MARKERMODIFIED, MODIFYMILES PER HOURMOUNTAIN, MOUNT

POINT OF INTERSECTIONPORTLAND CEMENT CONCRETEPOINT OF HORIZONTAL CURVE,PEDESTRIAN OVERCROSSINGPOWER POLEPOINT OF REVERSE CURVEPLANS, SPECIFICATIONS ANDESTIMATESPAVEMENT

PIP/LPCCPOCPPPRCPS&EPVMT

RRCRCBRCPRDRDWYREASREINFREL, RELOCREQRETREVRPMRRRSRTRTTRTERVRWR/W

RADIUSREVERSE CURVEREINFORCED CONCRETE BOXREINFORCED CONCRETE PIPEROADROADWAYRUBBERIZED EMULSION ASPHALTSLURRYREINFORCEMENTRELOCATEREQUIREDRETAININGREVISED, REVISIONRAISED PAVEMENT MARKERRAILROADRAMP SLOPERIGHTRIGHT TURNROUTERECREATIONAL VEHICLESRETAINING WALLRIGHT OF WAY

PBPECPEDPEUPDPGPULL BOXPHOTO ELECTRIC CELLPEDESTRIANPHOTO ELECTRIC UNITPRIVATE DRAINPROFILE GRADE

LLBSLCLFLNLOCLOLLONGLONGITLPLSLTLTT

LENGTHPOUNDSLOWER CASELINEAR FOOTLANELOCATIONLAYOUT LINELONGITUDELONGITUDINALLAMP POSTLANDSCAPING, LUMP SUMLEFTLEFT TURN

IIDININVIPIISNSINSIDE DIAMETER / IDENTIFICATIONINCHINVERTIRON PIPEINTERNALLY ILLUMINATEDSTREET NAME SIGN

HHGLHMAHORIZHPGHWHWYHYDRAULIC GRADE LINEHOT MIX ASPHALTHORIZONTALHIGH PRESSURE GASHEADWALLHIGHWAY ACRONYMS ANDABBREVIATIONS(SHEET 2 OF 3)NNBNo.NOMN/ONTSNEUTRALNORTHBOUNDNUMBERNOMINALNORTH OFNOT TO SCALE

PROPERTY LINE
233
V
W
XX SECX-WALKXINGCROSS SECTIONCROSSWALKCROSSINGYYRYRSYEARYEARSMISCELLANEOUS2:12 HORIZONTAL TO 1 VERTICAL

VARVCVCPVERTVOLVARIABLE, VARIESVERTICAL CURVEVITRIFIED CLAY PIPEVERTICALVOLUME S

TTCTDTELTEMPTGTOTTRANSTSTVTYPUUCUD

TOP OF CURBTOP OF DIKETELEPHONETEMPORARYTOP OF GRADETOTALTRANSITIONTRAFFIC SIGNAL, TRANSITION SLOPETELEVISIONTYPICAL

WESTWITHWIDTH AWESTBOUNDWHITEWEST OFWATER VALVEWINGWALL

WW/WAWBWHTW/OWVWW

UNDERCROSSING, UPPER CASEUNDERDRAIN

SSALVSBSCH, SCHEDSDSECSEGSEPSGSHLDSHTSSGSSOSPECSRSTSTASTDSTRSURFSW

SOUTHSALVAGESOUTHBOUNDSCHEDULESTORM DRAINSECTIONSUPER ENGINEERING GRADESEPARATIONSUBGRADESHOULDERSHEETSTATION LINESTREET & GUTTER SLOPESOUTH OFSPECIFICATIONSTATE ROUTESTREETSTATIONSTANDARDSTRUCTURE, STRAIGHTSURFACINGSIDEWALK, SOUND WALL ACRONYMS ANDABBREVIATIONS(SHEET 3 OF 3)
234

CLMEDIANCL
**
10 1.2.3.4.5.6.7.

SEE STANDARD No. 113 FOR LANDSCAPED MEDIAN REQUIREMENTS, INCLUDING MEDIAN CURB.MAX WATER DEPTH FOR Q IS 0.67' TO PROVIDE MIN 12' DRY LANE.

MINIMUM THICKNESS AND TYPE OF AB AND AC (FOR SHOULDER, AND FOR TRAVELED WAY) PER CITY STANDARD SPECIFICATIONS SECTION 8.05. 152'21' 110' 21'20.5'
165'

COMPACTED SUBGRADEAB
10'12'12'14'7' 10'12'12'14'7' 5'SWLS5'SWLS

R/WFLETW ETWETWR/W
R/WETWETWETW R/W11'11'12'12'12'18'21'
FL
LTTLANELTTLANE3'8' RTTLANE SEE NOTE 4 SEE NOTE 421'5'12'12'14'4' SEE NOTE 4(SEE SHEET 2 OF 2 FOR TRANSITIONS)CONFIGURATION AT INTERSECTION SEE NOTE 41.75TCC/G0.00FL0.67TC2:1MAXMEANDERING SW 2%0.67FS C/G2:1MAX
2%
CURB AND GUTTER TO BE TYPE "A-8" (STANDARD No. 201). 6" CURB IS NOT ALLOWED.NOTES:

ETWOGOG OGOG
FL5'SW5'SW
TYPE "D",8" ONLYCURBED ANDLANDSCAPEDMEDIANGENERAL CONFIGURATION*CROSS SLOPE OF SIDEWALK SHALL BE 1.5%(2.00% MAX AS-BUILT)DISTANCE FROM SIDEWALK TO R/W, AND FLOW LINE, VARIES. SEE STANDARD No. 404 FOR DETAILS OF MEANDERING SIDEWALK.ADDITIONAL IMPROVEMENTS AND RIGHT OF WAY WIDTHS CONSISTING OF A 7' HALF-MEDIAN, 12' PAVED LANE,AN ADDITIONAL LANE ON THE OPPOSITE SIDE OF THE CENTERLINE, AN 8' GRADED SHOULDER AND 3' BEYOND THE SHOULDER MAY BE REQUIRED FOR PART WIDTH IMPROVEMENTS AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT.

AC PAVEMENT
2%
2%
2%
2%
ADDITIONAL IMPROVEMENTS AND RIGHT OF WAY WIDTH CONSISTING OF A 12' PAVED LANE MAY BE REQUIRED FOR THE RIGHT-TURN LANE, AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT.

LSLS CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 91 (1 OF 2)STANDARD No.URBAN ARTERIAL HIGHWAY(152' R/W) 235
152'76'76'110'
165'76'89'123'
4' MEDIAN0' BCR
300'
720'720'
C/G
R/W
ETWC/G22'22'
18'17'0' ECR
300'
12'12'12'11'11'14'12'
12'14'7'7'14'12'
180'REVERSECURVE
CURB RETURNRADIUS = 35'(SEE STANDARDNo. 805)X-WALKSURVEY CL R/W
21'55'68'21'
21'55'55'21'
5'
17'12'14'12'12'

LANE LINE & MEDIAN TRANSITION
420' LANE LINE. MEDIAN, C/G, AND R/W TRANSITION(7' OFFSET @ 60 MPH) (5' OFFSET)
12'

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 91 (2 OF 2)STANDARD No.URBAN ARTERIAL HIGHWAY(152' R/W) 236
CURBED ANDLANDSCAPEDMEDIANC/G2:1MAX*
2% 0.56FS1.47TCC/G2:1MAX*
2%0.00FL0.67TCMEANDERING SW
141'11'11'12'12'12'14'4'21'5'
21' 86' 21'128'8'12'14'9' 8'12'14'9'
18'21'
5'SWLS5'SW
SEE NOTE 4
SEE NOTE 4 SEE NOTE 4R/WFL
R/WR/W
R/W
ETW

ETWETWETW

RTTLANELTTLANELTTLANE

ABAC PAVEMENTCOMPACTED SUBGRADE
12'
CONFIGURATION AT INTERSECTION(SEE SHEET 2 OF 2 FOR TRANSITIONS) SEE NOTE 4 MEDIANETWETWCL8'3'FL
GENERAL CONFIGURATION*1.2.3.4.5.6.7.

SEE STANDARD No. 113 FOR LANDSCAPED MEDIAN REQUIREMENTS, INCLUDING MEDIAN CURB.MINIMUM THICKNESS AND TYPE OF AB AND AC (FOR SHOULDER, AND FOR TRAVELEDWAY) PER CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-8" (STANDARD No. 201). 6" CURB IS NOT ALLOWED.10MAX WATER DEPTH FOR Q IS 0.56' TO PROVIDE MIN 12' DRY LANE.

NOTES: CROSS SLOPE OF SIDEWALK SHALL BE 1.5%(2.00% MAX AS-BUILT) ETWTYPE "D", 8"CURB ONLY
FL5'SW5'SW

CLOGOG OGOG
FL
DISTANCE FROM SIDEWALK TO R/W, AND FLOW LINE, VARIES. SEE STANDARD No. 404 FOR DETAILS OF MEANDERING SIDEWALK.

LSLS LS
ADDITIONAL IMPROVEMENTS AND RIGHT OF WAY WIDTHS CONSISTING OF A 7' HALF-MEDIAN, 12' PAVED LANE,AN ADDITIONAL LANE ON THE OPPOSITE SIDE OF THE CENTERLINE, AN 8' GRADED SHOULDER AND 3' BEYOND THE SHOULDER MAY BE REQUIRED FOR PART WIDTH IMPROVEMENTS AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT.ADDITIONAL IMPROVEMENTS AND RIGHT OF WAY WIDTH CONSISTING OF A 12' PAVED LANE MAY BE REQUIRED FOR THE RIGHT-TURN LANE, AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 92 (1 OF 2)STANDARD No.ARTERIAL HIGHWAY(128' R/W) 237
4' MEDIAN
128'64'64'86'
99'141'64'77' 0' BCR
300'
480'
600'

MEDIAN TRANSITION
300'
480' 180'REVERSECURVE
0' ECRX-WALKSURVEY CLCURB RETURNRADIUS = 35'(SEE STANDARDNo. 805)18'17'14'12'12'11'11' 12'9'14'14'20'ETWR/W
20'20'14'14'9'9'
C/G C/GR/W21'43'43'21'
21'43'56'21'
5'(3' OFFSET)LANE LINE &
17'14'12'
600'
300' LANE LINE, MEDIAN, C/G, AND R/W TRANSITION(5' OFFSET @ 60 MPH)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 92 (2 OF 2)STANDARD No.ARTERIAL HIGHWAY(128' R/W) 238
CL
C/GSEE NOTE 6
A CURBED AND LANDSCAPED MEDIAN MAY BE REQUIRED.
2:1MAXC/G2%*
2% 2:1MAX*
CONFIGURATION AT INTERSECTION(SEE SHEET 2 OF 2 FOR TRANSITIONS)9'2'CLR/W R/W MEDIANETWETW11'11'12'12'18'21'12'12'4'21'6' 140'
118' 21'76'21' 12'12'8'5'SWLS4'SWLS 12'12'8' 12'
ETW
FLETWR/W ETWETWETWR/WRTTLANELTTLANELTTLANE SEE NOTE 3 SEE NOTE 3SEENOTE 3 SEENOTE 3FL

1.2.3.4.5.6.7. CURB AND GUTTER TO BE TYPE "A-8" (STANDARD No. 201). 6" CURB IS NOT ALLOWED.MAX WATER DEPTH FOR Q IS 0.52' TO PROVIDE MIN 12' DRY LANE.10 *COMPACTED SUBGRADEHMA PAVEMENTAB0.00FL0.52FS0.88FS 0.67TC GENERAL CONFIGURATIONCROSS SLOPE OF SIDEWALK SHALL BE 1.5%(2.00% MAX AS-BUILT)NOTES:

OGOG OGOG
FL5'SW5'SWFL
DISTANCE FROM SIDEWALK TO R/W, AND FLOW LINE, VARIES. SEE STANDARD No. 404 FOR DETAILS OF MEANDERING SIDEWALK.MINIMUM THICKNESS AND TYPE OF AB AND AC (FOR SHOULDER, AND FOR TRAVELEDWAY) PER CITY STANDARD SPECIFICATIONS SECTION 8.05.

LS LSPAINTED

AC PAVEMENT
ADDITIONAL IMPROVEMENTS AND RIGHT OF WAY WIDTHS CONSISTING OF A 7' HALF-MEDIAN, 12' PAVED LANE,AN ADDITIONAL LANE ON THE OPPOSITE SIDE OF THE CENTERLINE, AN 8' GRADED SHOULDER AND 3' BEYOND THE SHOULDER MAY BE REQUIRED FOR PART WIDTH IMPROVEMENTS AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT.ADDITIONAL IMPROVEMENTS AND RIGHT OF WAY WIDTH CONSISTING OF A 12' PAVED LANE MAY BE REQUIRED FOR THE RIGHT-TURN LANE, AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 93 (1 OF 2)STANDARD No.MAJOR HIGHWAY(118' R/W) 239
SURVEY CLX-WALK0' ECR 0' BCR
300'
480'
720'
300'
CURB RETURNRADIUS = 35'(SEE STANDARDNo. 805)4' MEDIAN (PAINTED,UNLESS OTHERWISE SPECIFIED) 98'64'76'140'
118'59'59'76'38'38'
180'REVERSECURVE
720' 21'20'20'12'12'6'6'

ETWC/GR/W
11'11'12'12'12'18'18'
R/W
C/G
2'9'
21' 21'
21'43'55'21'
18'12'12'
420' LANE LINE, MEDIAN, C/G AND R/W TRANSITION
420' LANE LINE, MEDIAN, C/G AND R/W TRANSITION(7' OFFSET @ 60 MPH) (VARIES 5' TO 7' OFFSET @ 60 MPH)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 93 (2 OF 2)STANDARD No.MAJOR HIGHWAY(118' R/W) 240
CL C/G
10 2:1MAXC/G2% *
2%2:1MAX*

1.2.3.4.5. CL100' 18'64'18' 12'12'8' 12'12'8'
112'4.5'5'8.5' 4.5'5'8.5'RTTLANELTTLANE R/WR/W
CONFIGURATION AT INTERSECTION(SEE SHEET 2 OF 2 FOR TRANSITIONS)R/WFLETWETWFLR/W4'5'9' 4'5'SW9'LS GENERAL CONFIGURATION*COMPACTED SUBGRADEAB0.00FL0.50TC
CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED.NOTES: CROSS SLOPE OF SIDEWALK SHALL BE1.5% (2.00% MAX AS-BUILT) 18'14'12'12'12'12'14'18'

0.74FS0.50FS
MAX WATER DEPTH FOR Q IS 0.50' TO PROVIDE MIN 12' DRY LANE.

OGOG OGOG
FL FL
MINIMUM THICKNESS AND TYPE OF AB AND AC (FOR SHOULDER, AND FOR TRAVELED WAY) PER CITYSTANDARD SPECIFICATIONS SECTION 8.05.

LSSWLS LS

AC PAVEMENT
ADDITIONAL IMPROVEMENTS AND RIGHT OF WAY WIDTHS CONSISTING OF A 7' HALF-MEDIAN, 12' PAVED LANE,AN ADDITIONAL LANE ON THE OPPOSITE SIDE OF THE CENTERLINE, AN 8' GRADED SHOULDER AND 3' BEYOND THE SHOULDER MAY BE REQUIRED FOR PART WIDTH IMPROVEMENTS AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT.ADDITIONAL IMPROVEMENTS AND RIGHT OF WAY WIDTH CONSISTING OF A 12' PAVED LANE MAY BE REQUIRED FOR THE RIGHT-TURN LANE, AS DETERMINED BY THE PUBLIC WORKS DEPARTMENT.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 94 (1 OF 2)STANDARD No.SECONDARY HIGHWAY(100' R/W) 241

SURVEY C
0' BCR
250'
370'R/WETW
LX-WALKCURB RETURNRADIUS = 35'(SEE STANDARDNo. 805)0' ECR 12' PAINTED OR120'REVERSECURVE
100'50'50'
76'50'62'112'
14'14'12'6'6'12'64'
14'14'12'12'12'12'
6'

C/G R/WC/G
18'32'44'18'
18'32'32'18' 120' CURB, MEDIAN, C/GAND R/W TRANSITIONRAISED MEDIAN

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 94 (2 OF 2)STANDARD No.SECONDARY HIGHWAY(100' R/W) 242

COMPACTED SUBGRADE
CL 2%AB*2%2%*2%2%6" C/G OG2:1 MAXSWOGAC PVMTOG2:1 MAXSW0.00FL0.50TC 2%
**COMPACTED SUBGRADEAB2%
2%
**
*PART WIDTH STREET SECTION: 34' IMPROVEMENTS ON 52'
SECTION "A"
SECTION "B"
R/WFL FLR/WETW34'
74'
3'ETWPART WIDTHR/W LINE

0.32FS0.56FS
CL0.50TC**
R/WFL FLR/WETW34'
74'
3'ETWPART WIDTHR/W LINE
6" C/G0.00FL0.32FS0.56FS2%AC PVMT2% 2:1 MAX2:1 MAX1.2.3.NOTES:

CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS-BUILT) 15' 44' 15'
15' 44' 15'
3'5'7'10'12' 3'5'7'10'12'
10'12'10'12'
OG

OGOGOGOG
6" C/G
6" C/G
MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED.DIRECT RESIDENTIAL DRIVEWAY ACCESS PROHIBITED.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 103STANDARD No.COLLECTOR STREET(NO ACCESS)(74' R/W) 243
CL 2% **2%6" C/G0.00FL0.50TC
2%
**IF WALL IS PROPOSED
***PART-WIDTH STREET SECTION: 34' IMPROVEMENTS ON 48' R/WSECTION "A"COMPACTED SUBGRADEAB SCHOOL ANDPARK SIDE2:1 MAX2:1 MAXRESIDENTIALSIDE 34'11' 44' 11'66'WIDTH10'12'10'12' 5' R/WFL FLR/WETWFL8' PART
R/W LINEAC PVMT6" C/G
2'4'
11'SW6'5'SWETW3'0.32FS0.56FS

SIDEWALK LOCATION
R/W
NOTES:CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS-BUILT)

PARTWIDTHOGOG OGOG
WALL

1.2.3.4.MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED.THIS STANDARD MAY ALSO TERMINATE AT A CUL-DE-SAC IN INDUSTRIAL OR COMMERCIAL USE AREAS BUT SHALL NOTEXCEED 660 FEET IN LENGTH OF ROADWAY/STREET.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSIDERATIONS ARE REQUIRED. SEESECTION 16.04 OF THE CITY STANDARD SPECIFICATIONS.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 104STANDARD No.ENHANCED LOCAL STREET(66' R/W) 244

COMPACTED SUBGRADE
CL 2% AB
2%6" C/G0.52FS2:1 MAX0.00FL0.50TC
2%6" C/G
***
2:1 MAX
CL 2% AB*2%0.52FSAC2%
**
6" C/G*2%COMPACTED SUBGRADESECTION "A"
SECTION "B"

R/WFLFLR/W
ETW

R/WFLFLR/W
ETW
5' 5'
32'60'10' 40' 10'8'12'8'12'
32'60'10' 40' 10'8'12'8'12'3'
**3'2%
6" C/G0.00FL0.50TC
ETW
NOTES:
2:1 MAX 2:1 MAXPARTWIDTHR/W LINE

PARTWIDTHR/W LINE
OGOG

OGOG OGOG
OGOG
ETW
CROSS SLOPE OFSIDEWALK SHALL BE1.5% (2.00% MAX AS-BUILT)PART-WIDTHSTREET SECTION: 32'IMPROVEMENTS ON 45' R/W THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED.ROADWAY CROSS-SECTION LESS THAN 40 FT IN WIDTH IS LIMITED TO PARKING ON ONE SIDE OF THE STREET.1.2.3.

SW SWPVMT
ACPVMT

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 105ASTANDARD No.EXTERIOR & LOCALSTREET (60' R/W) 245
CL 2% **2% 2:1 MAX2:1 MAX
2%6" C/G2%
CL 2%
2%6" C/G0.48FS 2:1 MAX2:1 MAX0.00FL0.50TC
2%
**
6" C/G
2%
**
COMPACTED SUBGRADESECTION "B"AB
56'10' 36' 10'7'11'7'11'
32'56'10' 36' 10'7'11'7'11'
32'
1'
1'

EPFLFLR/WR/WETW
R/WETWETWEPFLFLR/WABCOMPACTED SUBGRADESECTION "A"3'PART 3'PARTETW3'
3'
WIDTH
WIDTH
5'SW5'SW6" C/G0.00FL0.50TC0.48FS
NOTES:

PARTWIDTHR/W LINE

PARTWIDTHR/W LINE
OGOG
OGOG
OGOG
OGOG

1.2.3.4.MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED.FOR UNDERGROUND UTILITY LOCATIONS SEE STANDARD No. 817.ROADWAY CROSS-SECTION LESS THAN 40 FT IN WIDTH IS LIMITED TO PARKING ON ONE SIDE OF THE STREET. ***CROSS SLOPE OFSIDEWALK SHALL BE1.5% (2.00% MAX AS-BUILT)PART-WIDTHSTREET SECTION: 32'IMPROVEMENTS ON 45' R/W ACPVMT
ACPVMT
SHLD
SHLD

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 105BSTANDARD No.SHORT LOCALSTREET (56' R/W) 246
60' R/W / 45' R/W(VARIES)32' GRADED*****14' 14'*****WHEN GENERAL PLAN HIGHWAY R/WR/W
CL

SECTION
3'31'
12'12'24' BASE4' 4'PART WIDTH R/W LINE(8') (8')*2:1 MAX2:1 MAX4:1 MAX 2%6" AB, SEE NOTE 4COMPACTED SUBGRADE
2%4:1 MAX
NOTES:PART-WIDTH STREET SECTION: 24' AB / 31' GRADED / 45' R/W

OGOG OGOG
ETWETW

1.2.3.4. MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.SOIL STABILIZER TO BE APPLIED PER IMPROVEMENTS PLANS. THE GRADED ROAD SHALL BE TREATED WITH A DUSTSUPPRESSANT THAT IS DESIGNED TO PROVIDE LONG LASTING CONTROL OF FUGITIVE DUST ON A DRIVEABLE SURFACE.SAID TREATMENT SHALL BE SUBMITTED DURING IMPROVEMENT PLAN CHECK AND APPROVED BY THE PUBLIC WORKSDEPARTMENT. CHEMICAL DUST SUPPRESSANTS SHALL MEET ALL REQUIREMENTS OF STATE AND FEDERALSAFETY AND ENVIRONMENTAL REGULATIONS.GRADE ROADWAY AND SHOULDER AT 2.00%.SUBGRADE AND BASE PER SECTION 10 OF THE CITY STANDARD SPECIFICATIONS. (40' GRADED)
(VARIES)(VARIES)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 105CSTANDARD No.UNPAVED LOCAL ROAD / UNPAVED ACCESS ROAD(60' R/W / 45' R/W) 247
32' PAVED / 48' GRADED / 60' R/W
CL0.32FSAC
2%
2%0.00FL2:1 MAX
2%
2%
32' PAVED / 48' GRADED / 50' R/W
CL0.44FSAC
2%
2%6" C/G0.00FL0.50TC 6" C/G2:1 MAX 2:1 MAX
2%
2%

0.50TD

ABCOMPACTED SUBGRADE
COMPACTED SUBGRADEABSECTION "B"
SECTION "A"

EPGSR/WFLR/WGS

R/WFLGS FLGSR/W
8'MIN 8'MIN
8'MIN 8'MIN
16'16'60'32'
16'16'50'32' 1'1'
AC DIKESEE NOTE 42:1 MAX
NOTES:
1'OGOG OGOG

OGOG OGOG
MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.SEE STANDARD No. 212 FOR AC DIKE DETAIL AND REQUIREMENTS.FOR ACCESS ROAD 6" HMA DIKE MAY BE REQUIRED ON ONE OR BOTH SIDES.CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED. ROADWAY CROSS-SECTION LESS THAN 40 FT IN WIDTH IS LIMITED TO PARKING ON ONE SIDE OF THE STREET.

1.2.3.4.5.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 106STANDARD No.ACCESS ROAD,CONSTRAINED LOCALSTREET OR PRIVATE STREET(50' - 60' R/W) 248
CL 2%AB*2% ACOG2:1 MAXOG
2%2%COMPACTED SUBGRADE
C/G

R/W FENCEOG
CL 2%ABAC4:1 MAX
2%COMPACTED SUBGRADEOG
2%2:1 MAX
* SECTION "B"

R/WR/WFL FL EPETW
R/WR/W
ETWEPR/W FENCE28' MIN
6' MIN52'8'12'14'
52'10'32'10'8'12'
26' MIN10'34'8'
SECTION "A"
NOTES:CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS-BUILT) 2%OGOG
ETW
ETW12'9'AB1'EP EP

1.2.3.MINIMUM THICKNESS AND TYPE OF AB AND AC PER THE CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED.ROADWAY CROSS-SECTION LESS THAN 40 FT IN WIDTH IS LIMITED TO PARKING ON ONE SIDE OF THE STREET.

AB
SW

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 107ASTANDARD No.LOCAL FRONTAGEROAD (52' R/W) 249
CL 2%AB*2% AC2:1 MAX
2%2%COMPACTED SUBGRADE
C/G OG
CL 2%ABAC4:1 MAXCOMPACTED SUBGRADE2%2:1 MAX
2%2%

R/WFLFLR/W
EPETW
59'15' 36'8'10'12'14'
59'15' 34'10'10'12'
* SECTION "B"
SECTION "A"
EPETW
R/W FENCER/W FENCE26' MIN
28' MINR/WR/W
6' MIN
CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS-BUILT) OGOG
12'1' 9'ABOGETWEP
ETW
EP
OGOG

1.2.3.NOTES:MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED.ROADWAY CROSS-SECTION LESS THAN 40 FT IN WIDTH IS LIMITED TO PARKING ON ONE SIDE OF THE STREET.

SW
AB

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 107BSTANDARD No.COLLECTOR FRONTAGEROAD (59' R/W) 250
CL 2%AB*2% AC PVMTOG
COMPACTED SUBGRADEC/G OG2:1MAX
2%
2%
2%9'LS5'SW4'LS 8'12'12'32' 26'6'14'12'
82' 32'50'18' 58'
*

1.2.MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200). 8" CURB IS NOT ALLOWED.

R/WR/WFL FL
EPETW26' MIN
NOTES:

CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS-BUILT)SECTIONOG

ETW ETW

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 108STANDARD No.SECONDARY FRONTAGEROAD (82' R/W) 251
*
CL 2%AB*2% AC
COMPACTED SUBGRADEOG2:1MAX
2%
2%
2%C/G

SECTION
SEENOTE 3

R/WFLFLR/W
EPETW8'12'12'38' 32'
97' 38'59'21' 70'5'SWLS 26' MINR/W FENCEPAINTEDMEDIANC/G NOTES:

CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS-BUILT) ETWETWETWETW6'14'12'6'6'OGOG

1.2.3.MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.CURB AND GUTTER TO BE TYPE "A-8" (STANDARD No. 201). 6" CURB IS NOT ALLOWED.DISTANCE FROM SIDEWALK TO R/W, AND TO FLOWLINE, VARIES. SEE STANDARD No. 404 FOR DETAILS OF MEANDERINGSIDEWALK.

LS

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 109STANDARD No.MAJOR FRONTAGEROAD (97' R/W) 252
*
CL 2%AB*2% AC PVMT

COMPACTED SUBGRADEC/G
2%PAINTEDMEDIANC/G
**PART-WIDTH STREET SECTION: 46' IMPROVEMENTS ON 60' R/W **
2:1 MAX2%
SECTION2:1 MAX

R/WFLFLR/W
ETWETWETWETW10'12'
11' 56' 11'46' 3'
78'
6'5'LS 6'5'LS
MINIMUM THICKNESS AND TYPE OF AB AND AC PER CITY STANDARD SPECIFICATIONS SECTION 8.05.ALL CURB AND GUTTER TO BE TYPE "A-6" (STANDARD No. 200) UNLESS OTHERWISE SPECIFIED.1.2.NOTES:
*

PARTWIDTHR/W LINE
CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS-BUILT)

OGOG OGOG
10'12'6'6' SWSW

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 111STANDARD No.INDUSTRIAL COLLECTORSTREET (78' R/W) 253
CL

1.2.3.4.5.6.7. 2%
2% MIN
2% MIN
2%
ETWETW2' 2'2'14', 18', OR 28'7', 9' OR 14'

0.2'
NOTES:

TYPE "D" CURBPER STANDARD No. 204MAINTENANCE WALK7', 9' OR 14'2' 4" THICK4" THICKDRAINAGE SYSTEMWITH INLETS AND PIPE(IF REQUIRED) TYPE "D" CURBPER STANDARD No. 204MAINTENANCE WALK
95% MIN RELATIVE90% MIN RELATIVEALL LANDSCAPING AND IRRIGATION PLANS MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.CONTINUED MAINTENANCE OF PLANTED LANDSCAPING MUST BE GUARANTEED THROUGH A MAINTENANCE DISTRICT OR OTHERCITY APPROVED MECHANISM.ANY IRRIGATION MUST BE PROVIDED BY A DRIP SYSTEM.INSTALL 8" CURB AND GUTTER (STANDARD No. 201) IN PLACE OF TYPE "D" CURB WHEN FLOW LINE IS AGAINST MEDIAN INCONDITIONS OF SUPERELEVATION.RELATIVE COMPACTION SHALL BE A MINIMUM OF 95% UNDER ROADWAY AND CURB (AND GUTTER) AND 90% UNDERMAINTENANCE WALKS.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MIN AGGREGATEBASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL,PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE CITY ENGINEER. SEESTANDARD SPECIFICATIONS SECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.PLACE WEAKENED PLANE AND EXPANSION JOINTS IN CURB (AND GUTTER) AND MAINTENANCE WALK PER STANDARD No. 205.

COMPACTION, TYP.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 113ASTANDARD No.LANDSCAPEDMEDIAN 254
2%
2'3' 60' 3'2'2' MAINTENANCEWALK
14', 18', OR 28'2%AB AB

PLAN VIEW
R3-3"NO TURNS"SEE NOTE 3
R3-3"NO TURNS"
RAISED MEDIANPER STANDARDNo. 113RAISED MEDIANPER STANDARDNo. 113 SEE NOTE 2
8" MIN PCC
6"
2"
NOTES:

A
A
SECTION "A-A"
B B
2'3' 2'3'TOP OFCURB
8"
AB
MEDIAN CROSSOVEREMERGENCY VEHICLE ONLYSEE NOTE 1
VIEW "B-B"

C MEDIANL

TOP OFCURB
BOTTOM OF PCC @ CL
4"
2"CROWN OFLTOP OF ACTOP OF AB

ACACPAVEMENT
60' OR AS APPROVED BY THE FIRE AND PUBLIC WORKS DEPARTMENT.DESIGN PCC AND AB SECTION FOR 60,000 LB, 2 AXLE VEHICLE.RED STAMPED CONCRETE OR EQUAL AS APPROVED BY THE FIRE AND PUBLIC WORKS DEPARTMENT.RELATIVE COMPACTION OF SUBGRADE UNDER ROADWAY, CURB AND CROSSOVER MEDIAN SHALL BE 95%MINIMUM.1.2.3.4. 8" PCC
16" CURBMEDIAN @ C

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 113BSTANDARD No.CROSSOVERMEDIAN 255

ROAD TYPE
RIGHT-OF-WAY505666 118128152323644 647686110
N/A20020020033066013201320
4949 4848 363636
(e)(d)
FLATROLLINGFLATROLLINGFLATROLLING(e)(e)

PREDOMINANTLY
STANDARD No.106105B104103
200
48 111INDUSTRIALCOLLECTORSECONDARYCOLLECTORMAJORCOLLECTORARTERIAL 74447856

SHORT LOCAL

COLLECTOR
(e)ENHANCED LOCALSTREET AT SCHOOLOR PARK (g)

URBANARTERIAL
94939291100SURFACED WIDTHORCURB TO CURB
(g)
105A
200
49 6040300300
3030
300300300300
30303030
300300
3030
600450
3530
850600
4035
14001100
5045
19001400
5550
24001900
60556055
2400190036
( j )( j )( j )( j )( j )3535353535
( h )( i )
FOR NOTES SEE SHEET 2
(FT)(FT)

INTERSECTION INTERVALS (FT)CURB RETURN RADIUS (FT)
MINIMUMRADII(HORIZ, FT)MAXIMUMLONGITUDINALGRADES (%)PREFERREDDESIGNSPEEDS (MPH)

EXTERIOR &LOCAL STREETACCESS ROAD,CONSTRAINED LOCALOR PRIVATE STREET 24001900

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 114 (1 OF 2)STANDARD No.ROADWAY DESIGNREQUIREMENTS 256
( i )
( f )( g )( h )
( e )( d )( c )( b )( a )DIRECT ACCESS PROHIBITED.
( j )
ROADWAY DESIGN LESS THAN SHOWN REQUIRES PUBLIC WORKS DEPARTMENT APPROVAL.MINIMUM PAVING THICKNESS PER THE CITY STANDARD SPECIFICATIONS SECTION 8.05.NOTES:

REFER TO SECTION 8.05 OF THE CITY STANDARD SPECIFICATIONS FOR TRAFFIC INDEX AND PAVEMENTMAY BE REQUIRED TO PERFORM A TRAFFIC ANALYSIS TO DETERMINE THE APPROPRIATE TRAFFICINDEX FOR THE ROADWAY IMPROVEMENTS AS REQUIRED BY THE CITY ENGINEER.

FOR ACCESS ROADS, IF THE ULTIMATE ROAD CLASSIFICATION IS A GENERAL PLAN HIGHWAY,THE TRAFFIC INDEX REQUIREMENT IS 7.0. THE MINIMUM R/W WIDTH FOR ACCESS ROADS IS 60 FEET.

MAY USE AS A CUL-DE-SAC IN INDUSTRIAL OR COMMERCIAL USE AREAS, INTERSECTION INTERVALNOT TO EXCEED 660' IN LENGTH.

PART-WIDTH STREET SECTIONS SHALL BE IMPROVED AND R/W CONVEYED AS SHOWN ON TYPICALSTREET SECTIONS.RESIDENTIAL ACCESS PROHIBITED. COMMERCIAL/INDUSTRIAL DRIVEWAY ACCESS AS DETERMINEDBY THE PUBLIC WORKS DIRECTOR / CITY ENGINEER.

ADDITIONAL R/W REQUIRED AT INTERSECTIONS TO ACCOMMODATE TURN LANES PER CITY OF EASTVALESTANDARD NO. 91 - 94. ADDITIONAL R/W MAY BE REQUIRED ON OPPOSITE SIDE OF INTERSECTIONTO ALIGN THROUGH LANES.IF BOTH INTERSECTING STREETS HAVE A WIDTH LESS THAN STANDARD No. 111 (INDUSTRIALCOLLECTOR, 78' R/W), THEN THE CURB RETURN RADIUS WILL BE 25'. IF EITHER STREET HAS A WIDTHGREATER THAN OR EQUAL TO STANDARD No. 111 THEN THE CURB RETURN RADIUS WILL BE 35'. SEESTANDARD No. 805 CORNER CUTBACK R/W REQUIREMENTS.

THICKNESS. FOR DEVELOPMENTS THAT HAVE A SIGNIFICANT AMOUNT OF TRUCK TRAFFIC, THE DEVELOPER

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 114 (2 OF 2)STANDARD No.ROADWAY DESIGNREQUIREMENTS 257
NOTES:1.2.3.4.

RELATIVE COMPACTION OF SUBGRADE UNDER CURB AND GUTTER SHALL BE 95% MINIMUM.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX ANDPLACE 6" MIN AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDESOF CONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASEUNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD SPECIFICATIONSSECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.

R=1"

LEVEL LINE
R=3/8"6" CURB FACER=3/4"2%
CL
12 1/2"
31 1/2"
2"
6"
6"0.50TC0.00FL 0.16EP24"0.13EG
ROADBED WIDTH TO THIS POINT1 1/2"
1 1/2"
3/8"16
PAVEMENT1"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 200STANDARD No.TYPE A-6 CURB AND GUTTER6" CURB FACE 258

LEVEL LINE
2"
R=3/8"2%R=1"6" 24"0.67TC8" CURB FACE0.00FLR=3/4"0.13EG0.16EP1" CLROADBED WIDTH TO THIS POINT2"
32"
14 1/2"
1 1/2"
3/8"16

PAVEMENT
NOTES:1.2.3.4.

RELATIVE COMPACTION OF SUBGRADE UNDER CURB AND GUTTER SHALL BE 95% MINIMUM.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX ANDPLACE 6" MIN AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDESOF CONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASEUNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD SPECIFICATIONSSECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 201STANDARD No.TYPE A-8 CURB AND GUTTER8" CURB FACE 259

CURB RETURN RADIUS LINE

INVERT LINE

TOP OF CURB
CL
22 15/16"
4"6"
3"R=1"
1"7" MIN
R=1"
R=18"
18"10" MIN
R=30"
21"
ROADBED WIDTH TO THIS POINT19 3/16"FL
7 1/4"2"

PAVEMENT
NOTES:1.2.3.4.

RELATIVE COMPACTION OF SUBGRADE UNDER CURB AND GUTTER SHALL BE 95% MINIMUM.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARDSPECIFICATIONS SECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01. 3/8"LIP2%

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 202 STANDARD No.TYPE "C" CURBROLLED CURB 260
CL
11"
32"
6" 18"6"2"1"1 1/2"
6"5"
6"
3/4"R=1"R=1/2"3/8"LIP2%
R=1/2"
R=3"R=1/2"

ROADBED WIDTH TO THIS POINT

CURB RETURN RADIUS LINE
FL

1.2.3.4. NOTES:RELATIVE COMPACTION OF SUBGRADE UNDER CURB AND GUTTER SHALL BE 95% MINIMUM.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX ANDPLACE 6" MIN AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDESOF CONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASEUNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD SPECIFICATIONSSECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 202ASTANDARD No.TYPE "W" CURBWEDGE CURB 261

EPOXY ADHESIVE SURFACE
2%
CL
8" CURB FACEEXIST PAVEMENT
8"6"2"R=3/4"R=3/4"
ROADBED WIDTH TO THIS POINT(OR 6" ASAPPROVED)
*1 1/2" FOR 6" CURB FACE
*
NOTES:1.2.FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.EPOXY BINDER MUST MEET THE REQUIREMENTS OF AASHTO 235M (ASTM C881-10) #4 (H)CONTI.#4 (V) X 10"@ 24" O.C.
2-1/2"

DRILL AND EXOXYVERTICAL REBAR

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 203STANDARD No.TYPE "D-1" CURB ONLYON EXISTING PAVEMENT 262
CL8"6"2"8" CURB FACEEXIST PAVEMENT
16"
10"
R=3/4"R=3/4"2%
ROADBED WIDTH TO THIS POINT(OR 6" ASAPPROVED)
*1 1/2" FOR 6" CURB FACE
*
NOTES:1.2.3.4.

REMOVEEXISTINGPAVEMENTSAWCUT LINE
RELATIVE COMPACTION OF SUBGRADE UNDER CURB AND NEW PAVEMENT SHALL BE 95%MINIMUM.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS.FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THEENGINEER. SEE STANDARD SPECIFICATIONS SECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01. 2'
2-SACK CEMENT SLURRY ORCOMPACTED AGGREGATE BASE6" MIN

ALL SLOT PATCHES SHALL BE GROUNDAND OVERLAYED TO FIRST LANE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 204STANDARD No.TYPE "D"CURB ONLY 263

EXPANSIONJOINT

JOINTWEAKENED PLANE
GUTTER
1/2"
R=1/4"R=1/4"TOP OF FILLER1/4" BELOW SURFACE

EXPANSION FELT
3/16"R=1/4"R=1/4"1 1/2"
SECTION "B-B"WEAKENED PLANE JOINT
SECTION "A-A"EXPANSION JOINT

TYPICAL PLAN VIEW

WEAKENED PLANEJOINTBBTOP OFCURB
AA
10' INTERVAL BETWEEN TRANSVERSE JOINTSMAY BE VARIED TO ALLOW MATCHING OFJOINTS IN ADJACENT EXISTING IMPROVEMENTS.10' MAX10' MAXCURBFACEEXPANSION JOINTS TO BE INSTALLEDAT 50' INTERVALS AND AT ALL BC'S,EC'S, CURB RETURNS, AND STRUCTURES.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 205STANDARD No.CURB ANDGUTTER JOINTS 264
R/W2% REFERENCE LINE
VAR2%Q100
R/W BWEAKENED PLANEJOINTS AT 5'INTERVALS
4'MIN2'MINFL LIP9%1.5%2'4.00'
4'MIN 4'MIN

7.5%
SEE DETAIL 1
BACK CURBTCFL4' MIN9%1" LIPSLOPEVARIES

1.5%
9%
FL1" LIP8"2'4.00'VARIESGBGB SEE NOTE 4
6" MINMEET AT R/WQ100.0FL0.08TC0.26FS CURB AND GUTTER
VARIES
SIDEWALK6'
VAR4.00' MIN2'1 1/2" DEEPTOOLED JOINT
1 1/2" DEEPTOOLED JOINT1" LIP
SEE STANDARD No. 213FOR RESIDENTIAL DRIVEWAYWITH SIDEWALK AT R/W

1.20' OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE.CONSTRUCT THE PROFILE GRADE OF THE PRIVATE ON-SITE DRIVEWAY SO THAT IT PROVIDESSMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH.

2.3.4.5. ISOMETRICDETAIL 1
LOT LINE6' SIDEWALK
4'MINPLAN6"
RELATIVE COMPACTION FOR UPPER 12" OF SUBGRADE UNDER DRIVEWAYS SHALL BE 95% MINIMUM.

FL
NOTES:

ARESIDENTIAL 12' MIN,30' MAX
A
B
SECTION "A-A"SECTION "B-B"

0.32(0.34 MAX)FS
FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.

7.5%
(2.00%MAXAS-BUILT)(8.33%MAXAS-BUILT)(8.33%MAXAS-BUILT)1.5%(2.00% MAXAS-BUILT)

1.5%(2.00% MAXAS-BUILT)

1.5%(2.00% MAXAS-BUILT)

7.5%(8.33% MAX AS-BUILT)
(2.00%MAXAS-BUILT)
WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MIN AGGREGATEBASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL,PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARDSPECIFICATIONS SECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.

MAXSEE NOTE 2
9%MAX
MAX

6.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.

ELEVATIONSBASED ONMAXIMUMSLOPES

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 207 (1 OF 5)STANDARD No.RESIDENTIAL DRIVEAPPROACH WITHSIDEWALK AT CURB 265
R/W
1" LIP R/W2%8" MIN
0" CF4" PCC SWGB0" CFR R24' MIN40' MAXECR
BCR
5'
6'
6'1" LIPBROOM FINISH ENTIRE APPROACH,PARALLEL WITH FLOW LINE 1/2" EXPANSIONJOINT, TYP
8"**
20'20'CF CF4' MAXIF MEDIAN IS PROPOSED,APPROVAL IS REQUIREDBY THE PUBLIC WORKSDEPARTMENT AND THEFIRE DEPARTMENT 35' MINFROM FL
5'SEE NOTE 28" TOOLED JOINTSEE NOTE 3TOOLED JOINTSEE NOTE 3 TOOLEDJOINT SEENOTE 3

MEDIAN DETAIL
PLAN
NOTES:

A
A **
******90° TYP
CROSS SLOPE OF SIDEWALKSHALL BE 1.5% (2.00% MAX AS-BUILT)SECTION "A-A" 54' MIN
R = 15' MIN TO 35' MAX SERVICE ENTRANCES ONLY: L=140' MAX, R=50' MAXGB (0" CF) FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.SUBGRADE PER STANDARD SPECIFICATIONS SECTION 10.APPROACHES SHALL HAVE 1 1/2" DEEP 3/16" WIDE TOOLED JOINT AT CENTER OF APPROACH AND ASSHOWN HEREON. ALL OTHER SCORE LINES SHALL BE 10'-0" MAX OC.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE6" MIN AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD SPECIFICATIONS SECTION 16.03 AND16.04 AND STANDARD No. 401 FOR REFERENCE.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.

1.2.3.4.5. ROLLED CURBFOR INDUSTRIALSEE NEXT SHEETFOR ISOMETRICVIEW L=110' MAX

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 207 (2 OF 5)STANDARD No.COMMERCIAL DRIVEAPPROACH WITHSIDEWALK AT CURB 266

DRIVEWAYGRADE BREAK
6'5'
1" LIP0" CFECRR/W
FOR NOTES SEE SHEET 1

ISOMETRIC VIEW

TOOLED JOINTGRADE BREAK
1/2" EXPANSIONJOINT, TYP
SEE NOTE 2
C/GFLAS-BUILT)1.5%(2.00% MAXAS-BUILT) 1.5%(2.00% MAXAS-BUILT)1.5%(2.00% MAX

DRIVEWAYGRADE BREAK
6'5'
1" LIP0" CFECRR/W

ISOMETRIC VIEW (ROLLED)

TOOLED JOINTGRADE BREAK
1/2" EXPANSIONJOINT, TYP
SEE NOTE 2
C/GFLAS-BUILT)1.5%(2.00% MAXAS-BUILT) 1.5%(2.00% MAXAS-BUILT)1.5%(2.00% MAXROLLED CURBR=4" (TYP)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 207 (3 OF 5)STANDARD No.COMMERCIAL DRIVEAPPROACH WITHSIDEWALK AT CURB 267
R/W2%8" MIN
24' MIN40' MIN5'
1/2" EXPANSIONJOINT, TYP
8"5'SEE NOTE 28"
5' SWECRRGBRR/W0" CF0" CF1" LIPBCRBROOM FINISH ENTIRE APPROACH,PARALLEL WITH FLOW LINEPLANTOOLED JOINTSEE NOTE 3 20'20'CF CF4' MAXIF MEDIAN IS PROPOSED,APPROVAL IS REQUIREDBY THE PUBLIC WORKSDEPARTMENT AND THEFIRE DEPARTMENTMEDIAN DETAIL 1" LIP
****A
A4" PCC SW
*
90° TYP
TOOLED JOINTSEE NOTE 3TOOLED JOINTSEE NOTE 3SECTION "A-A" **54' MIN
**R = 15' MIN TO 35' MAX SERVICE ENTRANCES ONLY: L=140' MAX, R=50' MAX35' MINFROM FL GB (0" CF)CROSS SLOPE OFSIDEWALK SHALL BE 1.5%(2.00% MAX AS-BUILT)*NOTES:FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.SUBGRADE PER STANDARD SPECIFICATIONS SECTION 10.APPROACHES SHALL HAVE 1 1/2" DEEP 3/16" WIDE TOOLED JOINT AT CENTER OF APPROACH AND ASSHOWN HEREON. ALL OTHER SCORE LINES SHALL BE 10'-0" MAX OC.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE6" MIN AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN CLASS 2 AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD SPECIFICATIONS SECTION 16.03 AND16.04 AND STANDARD No. 401 FOR REFERENCE.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.

1.2.3.4.5. ROLLED CURBFOR INDUSTRIALSEE NEXT SHEETFOR ISOMETRICVIEW L=110' MAX

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 207 (4 OF 5)STANDARD No.COMMERCIAL DRIVEAPPROACH WITHSIDEWALK AT R/W 268
5'R/WECR 1/2" EXPANSIONJOINT, TYP
1" LIP
ISOMETRIC VIEWSEE NOTE 2
TOOLED JOINTGRADE BREAKDRIVEWAYGRADE BREAK0" CF C/G
AS-BUILT)1.5%(2.00% MAXAS-BUILT)1.5%(2.00% MAX
5'R/WECR 1/2" EXPANSIONJOINT, TYP
1" LIP
ISOMETRIC VIEWSEE NOTE 2
TOOLED JOINTGRADE BREAKDRIVEWAYGRADE BREAK0" CF C/G
AS-BUILT)1.5%(2.00% MAXAS-BUILT)1.5%(2.00% MAX
FOR NOTES SEE SHEET 4
ROLLED CURBR=4" (TYP)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 207 (5 OF 5)STANDARD No.COMMERCIAL DRIVEAPPROACH WITHSIDEWALK AT R/W 269

TOP OF CURBCURB FACEGUTTER
FL

EDGE OF DRIVE APPROACH

EDGE OF DRIVE APPROACH
5' MINRESIDENTIAL
5' MINRESIDENTIAL150' MINR/W
R/W
COMMERCIAL / INDUSTRIAL:RESIDENTIAL ONLY: NO PORTION OF ANY DRIVE APPROACH SHALL BE PERMITTED WITHIN 5' OF THE POINTS OF CURVATURE. NO PORTION OF ANY DRIVE APPROACH SHALL BE PERMITTED WITHIN 150' OF THE FLOWLINE OF AN INTERSECTING STREET OR AS APPROVED BY THE PUBLIC WORKS DIRECTOR / CITY ENGINEER. (COMMERICAL / INDUSTRIAL)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 208STANDARD No.DRIVE APPROACH LOCATIONSAT INTERSECTIONCURB RETURNS 270
TOP OF CURBGUTTER/ 4/ 4/ 4/ 4
CROSS GUTTER THICKNESS TO BE 8" MINIMUM.

SPANDREL1234567
91011
TYPE "A-6" OR "A-8"CURB AND GUTTER
/ 3/ 3/ 3
12CONSTRUCT EXPANSION JOINT PER STANDARD No. 205.CONSTRUCT WEAKENED PLANE JOINT PER STANDARD No. 205.CONSTRUCT CROSS GUTTER PER TYPICAL SECTION ON SHEET 2.SPANDREL THICKNESS TO BE 8" MINIMUM.

R/W
R/WR = 35'R = 25'1' ECRBCR

CONSTRUCTION JOINTWITH BOND BREAKER
2'6996
85 CL
7103'8CONSTRUCTION JOINTWITH BOND BREAKER1245126961245126SPANDREL 1113451211
9 CROSS GUTTER AND SPANDREL FOR USE WITH TYPES"A-6" AND "A-8" CURB.

WEAKENED PLANE JOINTS TO BE CONSTRUCTED AT 1/3POINTS ON 25' RADIUS SPANDRELS, AND AT 1/4 POINTSON 35' RADIUS SPANDRELS.

VARVARVAR
3'

CROSSGUTTER
NOTES:

ECRBCR
***
NOTE:PLACE MIN 6" CAB UNDER ENTIRE SPANDREL AND CROSSGUTTER AREA.

FOR R=25' AND R=35'LAYOUT SEE STANDARD805 SHEETS.DELTA = TOTAL ANGLEBETWEEN ECR AND BCR. 12' 1'
FOR MINIMUM CONCRETE STRENGTH REFER TOSTANDARD SPECIFICATIONS SECTION 16.01.

FOR PUBLIC WORKS PROJECTS,THE SIDEWALK AND CURB FROM BCRTO ECR SHALL BE INCLUDED IN THECONTRACT UNIT PRICE FOR "CURB RAMP". 8 WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIALCONSIDERATIONS ARE REQUIRED. SEE SECTION 16.04 OFTHE CITY STANDARD SPECIFICATIONS.

THIS PORTION OF SPANDREL AND CROSS GUTTER SHALL BECONSTRUCTED WITH 12 INCH THICK CONCRETE WITH MINIMUMSTRENGTH 590-C-4000.

CONSTRUCT WEAKENED PLANE JOINT(S) PER STANDARDNo. 205 AT MIDPOINT OF CROSS GUTTERS LESS THAN 40'LONG, OR AT 1/3 POINTS OF CROSS GUTTERS OF 40' ORLONGER. 7'5'

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 209 (1 OF 2)STANDARD No.CROSS GUTTERAND SPANDREL(LAYOUT) 271

LEVEL LINESURFACINGFL
CAB
1 1/2"3/8"3/8"SURFACING
6"6"
1"1"

CROSS GUTTER
NOTES:
6"
6"
6"
12'5' 7'CONCRETE1.8 %, 2.00% MAXAS-BUILT8"

1.2.3.4.5. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MIN CRUSHED AGGREGATEBASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL,PLACE 6" MIN CRUSHED AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEESTANDARD SPECIFICATIONS SECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.SUBGRADE PER STANDARD SPECIFICATIONS SECTION 10.FOR PUBLIC WORKS PROJECTS, THE CAB AND ALL REQUIRED MATERIAL SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE.CONCRETE FOR CROSS GUTTER AND SPANDREL SHALL HAVE MINIMUM CONCRETE STRENGTH OF 590-C-4000.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE.

MIN

MIN CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 209 (2 OF 2)STANDARD No.CROSS GUTTERAND SPANDREL(TYPICAL SECTION) 272
TYPE "C"CURB
TYPE "C"CURB
TRANSITION LENGTHTYPE "A-6" OR"A-8" CURB
TYPE "A-6" OR"A-8" CURB10' MIN TRANSITION LENGTH

EXPANSION JOINTFLAT SECTIONROLL SECTIONBACK OF CURB

MAINTAIN FLOW LINE GRADIENT

PLAN VIEW

ISOMETRIC VIEW

EXPANSION JOINT
FOR MINIMUM CONCRETE STRENGTH REFER TOSTANDARD SPECIFICATIONS SECTION 16.01. CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 211STANDARD No.CURB TRANSITION 273
SURFACING2%
2% SURFACING
CL
CL

1. ROADBED WIDTH TO THIS POINT

ROADBED WIDTH TO THIS POINT
NOTE:HMA DIKE REQUIRED WHERE FILL SLOPES ARE STEEPER THAN 4:1, MATERIALIS SUSCEPTIBLE TO EROSION, OR WHERE ROADWAY GRADIENT EXCEEDS 3%. 4"5"4"8" 6"3"5"3"
6" HMA DIKE
8" HMA DIKE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 212STANDARD No.HOT MIXASPHALT DIKES 274

STRAIGHT GRADELOT LINE

AS SPECIFIED BYTHE CITY ENGINEER
R/W

WITH SIDEWALK

EDGE OFDRIVELOT LINE
1" LIP2%6" MIN5'
*
TOOLED JOINTSEE NOTE 6R/W
6 MIL PLASTICSHEETING,SEE NOTE 45' SW
5'GB
WEAKENED PLANE JOINTAT 5' INTERVALS

EDGE OFDRIVE

STRAIGHTGRADE

STRAIGHTGRADE
5'

1.5%GB
1" LIP2'2'3'RESIDENTIAL 12' MIN, 30' MAX3'
SEE STANDARD No. 207FOR RESIDENTIAL DRIVEWAYWITH SIDEWALK AT CURB

PLANWHEN NO SIDEWALK EXISTSOR IS NOT REQUIRED
20' OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE.ROOT BARRIERS ARE REQUIRED FOR ANY TREES PLANTED WITHIN THE STREET RIGHT OF WAY.8" CURB FACE NOT ALLOWED.

1.2.3.4.5.6.7. NOTES:
*
A
A
CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS-BUILT)SECTION "A-A"TOOLED JOINTSEE NOTE 6 SUBGRADE PER STANDARD SPECIFICATIONS SECTION 10.