Agenda packet — Orange City Council, June 23, 2026 (part 2 of 5)

ATTACHMENT NO. 1

CALIFORNIA LABOR CODE
SECTIONS 1725.5, 1771, 1771.1, 1771.4, 1775, 1776, 1777.5, 1813 and 1815

Section 1725.5. Registration of contractors; mandatory registration; qualifications and application; fees; exempt contractors
A contractor shall be registered pursuant to this section to be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any public work contract that is subject to the requirements of this chapter. For the purposes of this section, “contractor” includes a subcontractor as defined by Section 1722.1. (a) To qualify for registration under this section, a contractor shall do all of the following:
(1)(A) Register with the Department of Industrial Relations in the manner prescribed by the department and pay an initial nonrefundable application fee of four hundred dollars ($400) to qualify for registration under this section and an annual renewal fee on or before July 1 of each year thereafter. The annual renewal fee shall be in a uniform amount set by the Director of Industrial Relations, and the initial registration and renewal fees may be adjusted no more than annually by the director to support the costs specified in Section 1771.3. (B) Beginning June 1, 2019, a contractor may register or renew according to this subdivision in annual increments up to three years from the date of registration. Contractors who wish to do so will be required to prepay the applicable nonrefundable application or renewal fees to qualify for the number of years for which they wish to preregister.
(2) Provide evidence, disclosures, or releases as are necessary to establish all of the following:
(A) Workers' compensation coverage that meets the requirements of Division 4 (commencing with Section 3200) and includes sufficient coverage for any worker whom the contractor employs to perform work that is subject to prevailing wage requirements other than a contractor who is separately registered under this section.

Coverage may be evidenced by a current an d valid certificate of workers' compensation insurance or certification of self-insurance required under Section 7125 of the Business and Professions Code. (B) If applicable, the contractor is licensed in accordance with Chapter 9 (commencing with Section 7000) of the Business and Professions Code.
(C) The contractor does not have any delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. However, for purposes of this paragraph, the contractor shall not be disqualified for any judgment, order, or determination that is under appeal, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means. (D) The contractor is not currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works. (E) The contractor has not bid on a public works contract, been listed in a bid proposal, or engaged in the performance of a contract for public works without being lawfully registered in accordance with this section, within the preceding 12 months or sinc e the effective date of the requirements set forth in subdivision (e), whichever is earlier. If a contractor is found to be in violation of the requirements of this paragraph, the period of disqualification shall be waived if both of the following are true:
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(i) The contractor has not previously been found to be in violation of the requirements of this paragraph within the preceding 12 months.
(ii) The contractor pays an additional nonrefundable penalty registration fee of two thousand dollars ($2,000). (b) Fees received pursuant to this section shall be deposited in the State Public Works Enforcement Fund established by Section 1771.3 and shall be used only for the purposes specified in that section. (c) A contractor who fails to pay the renewal fee required under paragraph (1) of subdivision (a) on or before the expiration of any prior period of registration shall be prohibited from bidding on or engaging in the performance of any contract for public work until once again registered pursuant to this section. If the failure to pay the renewal fee was inadvertent, the contractor may renew its registration retroactively by paying an additional nonrefundable penalty renewal fee equal to the amount of the renewal fee within 90 days of the due date of the renewal fee.
(d) If, after a body awarding a contract accepts the contractor's bid or awards the contract, the work covered by the bid or contract is determined to be a public work to which Section 1771 applies, either as the result of a determination by the director pursuant to Section 1773.5 or a court decision, the requirements of this section shall not apply, subject to the following requirements:
(1) The body that awarded the contract failed, in the bid specification or in the contract documents, to identify as a public work that portion of the work that the determination or decision subsequently classifies as a public work.
(2) Within 20 days following service of notice on the awarding body of a determination by the Director of Industrial Relations pursuant to Section 1773.5 or a decision by a court that the contract was for public work as defined in this chapter, the contractor and any subcontractors are registered under this section or are replaced by a contractor or subcontractors who are registered under this section. (3) The requirements of this section shall apply prospectively only to any subsequent bid, bid proposal, contract, or work performed after the awarding body is served with notice of the determination or decision referred to in paragraph (2).
(e) The requirements of this section shall apply to any bid proposal submitted on or after March 1, 2015, to any contract for public work, as defined in this chapter, executed on or after April 1, 2015, and to any work performed under a contract for public work on or after January 1, 2018, regardless of when the contract for public work was executed.
(f) This section does not apply to work performed on a public works project of twenty -five thousand dollars ($25,000) or less when the project is for construction, alteration, demolition, installation, or repair work or to work performed on a public works project of fifteen thousand dollars ($15,000) or less when the project is for maintenance work.

Section 1771. Payment of general prevailing rate

Except for public works projects of one thousand dollars ($1,000) or less, not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the public work is performed, and not less than the general pre vailing rate of per diem wages for holiday and overtime work fixed as provided in this chapter, shall be paid to all workers employed on public works.

This section is applicable only to work performed under contract, and is not applicable to work carried out by a public agency with its own forces. This section is applicable to contracts let for maintenance work. 181

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Section 1771.1 . Registration as a contractor or subcontractor required prior to bid submission; exceptions; violations; penalties
(a) A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code , or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code , provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.
(b) Notice of the requirement described in subdivision (a) shall be included in all bid invitations and public works contracts, and a bid shall not be accepted nor any contract or subcontract entered into without proof of the contractor or subcontractor's current registration to perform public work pursuant to Section 1725.5. (c) An inadvertent error in listing a subcontractor who is not registered pursuant to Section 1725.5 in a bid proposal shall not be grounds for filing a bid protest or grounds for considering the bid nonresponsive, provided that any of the following apply:
(1) The subcontractor is registered prior to the bid opening. (2) Within 24 hours after the bid opening, the subcontractor is registered and has paid the penalty registration fee specified in subparagraph (E) of paragraph (2) of subdivision (a) of Section 1725.5. (3) The subcontractor is replaced by another registered subcontractor pursuant to Section 4107 of the Public Contract Code.
(d) Failure by a subcontractor to be registered to perform public work as required by subdivision (a) shall be grounds under Section 4107 of the Public Contract Code for the contractor, with the consent of the awarding authority, to substitute a subcontractor who is registered to perform public work pursuant to Section 1725.5 in place of the unregistered subcontractor.
(e) The department shall maintain on its Internet Web site a list of contractors who are currently registered to perform public work pursuant to Section 1725.5.
(f) A contract entered into with any contractor or subcontractor in violation of subdivision (a) shall be subject to cancellation, provided that a contract for public work shall not be unlawful, void, or voidable solely due to the failure of the awarding body, contractor, or any subcontractor to comply with the requirements of Section 1725.5 or this section.
(g) If the Labor Commissioner or his or her designee determines that a contractor or subcontractor engaged in the performance of any public work contract without having been registered in accordance with this section, the contractor or subcontractor shall forfeit, as a civil penalty to the state, one hundred dollars ($100) for each day of work performed in violation of the registration requirement, not to exceed an aggregate penalty of eight thousand dollars ($8,000) in addition to any penalty registration fee assessed pursuant to clause (ii) of subparagraph (E) of paragraph (2) of subdivision (a) of Section 1725.5. (h)(1) In addition to, or in lieu of, any other penalty or sanction authorized pursuant to this chapter, a higher tiered public works contractor or subcontractor who is found to have entered into a subcontract with an unregistered lower tier subcontractor to perform any public work in violation of the requirements of Section 1725.5 or this section shall be subject to forfeiture, as a civil penalty to the state, of one hundred dollars ($100) 182

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for each day the unregistered lower tier subcontractor performs work in violation of the registration requirement, not to exceed an aggregate penalty of ten thousand dollars ($10,000). (2) The Labor Commissioner shall use the same standards specified in subparagraph (A) of paragraph (2) of subdivision (a) of Section 1775 when determining the severity of the violation and what penalty to assess, and may waive the penalty for a first time violation that was unintentional and did not hinder the Labor Commissioner's ability to monitor and enforce compliance with the requirements of this chapter. (3) A higher tiered public works contractor or subcontractor shall not be liable for penalties assessed pursuant to paragraph (1) if the lower tier subcontractor's performance is in violation of the requirements of Section 1725.5 due to the revocation of a previously approved registration. (4) A subcontractor shall not be liable for any penalties assessed against a higher tiered public works contractor or subcontractor pursuant to paragraph (1). A higher tiered public works contractor or subcontractor may not require a lower tiered subcontractor to indemnify or otherwise be liable for any penalties pursuant to paragraph (1).
(i) The Labor Commissioner or his or her designee shall issue a civil wage and penalty assessment, in accordance with the provisions of Section 1741, upon determination of penalties pursuant to subdivision (g) and subparagraph (B) of paragraph (1) of subdivision (h). Review of a civil wage and penalty assessment issued under this subdivision may be requested in accordance with the provisions of Section 1742 . The regulations of the Director of Industrial Relations, which govern proceedings for review of civil wage and penalty assessments and the withholding of contract payments under Article 1 (commencing with Section 1720) and Article 2 (commencing with Section 1770), shall apply. (j)(1) Where a contractor or subcontractor engages in the performance of any public work contract without having been registered in violation of the requirements of Section 1725.5 or this section, the Labor Commissioner shall issue and serve a stop order prohibiting the use of the unregistered contractor or the unregistered subcontractor on all public works until the unregistered contractor or unregistered subcontractor is registered. The stop order shall not apply to work by registered contractors or subcontractors on the public work.
(2) A stop order may be personally served upon the contractor or subcontractor by either of the following methods:
(A) Manual delivery of the order to the contractor or subcontractor personally. (B) Leaving signed copies of the order with the person who is apparently in charge at the site of the public work and by thereafter mailing copies of the order by first class mail, postage prepaid to the con tractor or subcontractor at one of the following:
(i) The address of the contractor or subcontractor on file with either the Secretary of State or the Contractors' State License Board.
(ii) If the contractor or subcontractor has no address on file with the Secretary of State or the Contractors' State License Board, the address of the site of the public work. (3) The stop order shall be effective immediately upon service and shall be subject to appeal by the party contracting with the unregistered contractor or subcontractor, by the unregistered contractor or subcontractor, or both. The appeal, hearing, and any further review of the hearing decision shall be governed by the procedures, time limits, and other requirements specified in subdivision (a) of Section 238.1. 183

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(4) Any employee of an unregistered contractor or subcontractor who is affected by a work stoppage ordered by the commissioner pursuant to this subdivision shall be paid at his or her regular hourly prevailing wage rate by that employer for any hours the employee would have worked but for the work stoppage, not to exceed 10 days.
(k) Failure of a contractor or subcontractor, owner, director, officer, or managing agent of the contractor or subcontractor to observe a stop order issued and served upon him or her pursuant to subdivision (j) is guilty of a misdemeanor punishable by imprisonment in county jail not exceeding 60 days or by a fine not exceeding ten thousand dollars ($10,000), or both.
(l) This section shall apply to any bid proposal submitted on or after March 1, 2015, and any contract for public work entered into on or after April 1, 2015. This section shall also apply to the performance of any public work, as defined in this chapter, on or after January 1, 2018, regardless of when the contract for public work was entered.
(m) Penalties received pursuant to this section shall be deposited in the State Public Works Enforcement Fund established by Section 1771.3 and shall be used only for the purposes specified in that section. (n) This section shall not apply to work performed on a public works project of twenty -five thousand dollars ($25,000) or less when the project is for construction, alteration, demolition, installation, or repair work or to work performed on a public works project of fifteen thousand dollars ($15,000) or less when the project is for maintenance work.

Section 1771.4. Additional requirements when bidding and awarding public works contracts

(a) All of the following are applicable to all public works projects that are otherwise subject to the requirements of this chapter:
(1) The call for bids and contract documents shall specify that the project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. (2) The awarding body shall post or require the prime contractor to post job site notices, as prescribed by regulation.
(3) Each contractor and subcontractor shall furnish the records specified in Section 1776 directly to the Labor Commissioner, in the following manner:
(A) At least monthly or more frequently if specified in the contract with the awarding body. (B) In a format prescribed by the Labor Commissioner.
(4) If the contractor or subcontractor is not registered pursuant to Section 1725.5 and is performing work on a project for which registration is not required because of subdivision (f) of Section 1725.5, the unregistered contractor or subcontractor is not required to furnish the records specified in Section 1776 directly to the Labor Commissioner but shall retain the records specified in Section 1776 for at least three years after completion of the work.
(5) The department shall undertake those activities it deems necessary to monitor and enforce compliance with prevailing wage requirements.
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(b) The Labor Commissioner may exempt a public works project from compliance with all or part of the requirements of subdivision (a) if either of the following occurs:
(1) The awarding body has enforced an approved labor compliance program, as defined in Section 1771.5, on all public works projects under its authority, except those deemed exempt pursuant to subdivision (a) of Section 1771.5, continuously since December 31, 2011.
(2) The awarding body has entered into a collective bargaining agreement that binds all contractors performing work on the project and that includes a mechanism for resolving disputes about the payment of wages. (c) The requirements of paragraph (1) of subdivision (a) shall only apply to contracts for public works projects awarded on or after January 1, 2015.
(d) The requirements of paragraph (3) of subdivision (a) shall apply to all contracts for public work, whether new or ongoing, on or after January 1, 2016.

Section 1775. Penalties for violations

(a)(1) The contractor and any subcontractor under the contractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit not more than two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rates as determined by the director for the work or craft in which the worker is employed for any public work done under the contract by the contractor or, except as provided in subdivision (b), by any subcontractor under the contractor.
(2)(A) The amount of the penalty shall be determined by the Labor Commissioner based on consideration of both of the following:
(i) Whether the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the contractor or subcontractor.
(ii) Whether the contractor or subcontractor has a prior record of failing to meet its prevailing wage obligations.
(B)(i) The penalty may not be less than forty dollars ($40) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, unless the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the contractor or subcontractor. (ii) The penalty may not be less than eighty dollars ($80) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the contractor or subcontractor has been assessed penalties within the previous three years for failing to meet its prevailing wage obligations on a separate contract, unless those penalties were subsequently withdrawn or overturned. (iii) The penalty may not be less than one hundred twenty dollars ($120) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that the violation was willful, as defined in subdivision (c) of Section 1777.1. (C) If the amount due under this section is collected from the contractor or subcontractor, any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 against that contractor 185

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or subcontractor shall be satisfied before applying that amount to the penalty imposed on that contractor or subcontractor pursuant to this section.
(D) The determination of the Labor Commissioner as to the amount of the penalty shall be reviewable only for abuse of discretion.
(E) The difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate shall be paid to each worker by the contractor or subcontractor, and the body awarding the contract shall cause to be inserted in the contract a stipulation that this section will be complied with. (b) If a worker employed by a subcontractor on a public works project is not paid the general prevailing rate of per diem wages by the subcontractor, the prime contractor of the project is not liable for any penalties under subdivision (a) unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:
(1) The contract executed between the contractor and the subcontractor for the performance of work on the public works project shall include a copy of the provisions of this section and Sections 1771, 1776, 1777.5, 1813, and 1815.
(2) The contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor. (3) Upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for work performed on the public works project. (4) Prior to making final payment to the subcontractor for work performed on the public works project, the contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to his or her employees on the public works project and any amounts due pursuant to Section 1813. (c) The Division of Labor Standards Enforcement shall notify the contractor on a public works project within 15 days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages.

Section 1776. Payroll records; retention; inspection; redacted information; agencies entitled to receive nonredacted copies of certified records; noncompliance penalties; rules

(a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journey man, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:
(1) The information contained in the payroll record is true and correct. (2) The employer has complied with the requirements of Sections 1771 , 1811, and 1815 for any work performed by his or her employees on the public works project. 186

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(b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis:
(1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract and the Division of Labor Standards Enforcement of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public may not be given access to the records at the principal office of the contractor.
(c) Unless required to be furnished directly to the Labor Commissioner in accordance with paragraph (3) of subdivision (a) of Section 1771.4, the certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division.

The payroll records may consist of printouts of payroll data that are maintained as computer records, if the printouts contain the same information as the forms provided by the division and the printouts are verified in the manner specified in subdivision (a).
(d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Except as provided in subdivision (f), any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a multiemployer Taft -Hartley trust fund ( 29 U.S.C. Sec. 186(c)(5) ) that requests the records for the purposes of allocating contributions to participants shall be marked or obliterated only to prevent disclosure of an individual's full social security number, but shall provide the last four digits of the social security number. Any copy of records made available for inspection by, or furnished to, a joint labor - management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (29 U.S.C. Sec. 175a) shall be marked or obliterated only to prevent disclosure of an individual's social security number.
(f)(1) Notwithstanding any other provision of law, agencies that are included in the Joint Enforcement Strike Force on the Underground Economy established pursuant to Section 329 of the Unemployment Insurance Code and other law enforcement agencies investigating violations of law shall, upon request, be provided nonredacted copies of certified payroll records. Any copies of records or certified payroll made available for inspection and furnished upon request to the public by an agency included in the Joint Enforcement Strike Force on the Underground Economy or to a law enforcement agency investigating a violation of law shall be marked or redacted to prevent disclosure of an individual's name, address, and social security number. 187

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(2) An employer shall not be liable for damages in a civil action for any reasonable act or omission taken in good faith in compliance with this subdivision.
(g) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address.
(h) The contractor or subcontractor has 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit one hundred dollars ($100) for each cal endar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section.
(i) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section.
(j) The director shall adopt rules consistent with the California Public Records Act (Chapter 3.5 (commencing with Section 6250) of Division 7 of Title 1 of the Government Code ) and the Information Practices Act of 1977 (Title 1.8 (commencing with Section 1798) of Part 4 of Division 3 of the Civil Code) governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section.

Section 1777.5. Employment of registered apprentices; wages; standards; number; apprenticeable craft or trade; exemptions; contributions; compliance program

(a)(1) This chapter does not prevent the employment upon public works of properly registered apprentices who are active participants in an approved apprenticeship program. (2) For purposes of this chapter, “apprenticeship program” means a program under the jurisdiction of the California Apprenticeship Council established pursuant to Section 3070. (b)(1) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered.
(2) Unless otherwise provided by a collective bargaining agreement, when a contractor requests the dispatch of an apprentice pursuant to this section to perform work on a public works project and requires the apprentice to fill out an application or underg o testing, training, an examination, or other preemployment process as a condition of employment, the apprentice shall be paid for the time spent on the required preemployment activity, including travel time to and from the required activity, if any, at the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered. Unless otherwise provided by a collective bargaining agreement, a contractor is not required to compensate an apprentice for the time spent on preemployment activities if the apprentice is required to take a preemployment drug or alcohol test and he or she fails to pass that test.
(c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written 188

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apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either of the following:
(1) The apprenticeship standards and apprentice agreements under which he or she is training. (2) The rules and regulations of the California Apprenticeship Council. (d) If the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in the craft or trade that can provide apprentices to the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standards shall not be required to submit any additional application in order to include additional public works contracts under that program. “Apprenticeable craft or trade,” as used in this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, “contractor” includes any subcontractor under a contractor who performs any public works not excluded by subdivision (o).
(e) Before commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work.

The information submitted shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed. A copy of this information shall also be submitted to the awarding body, if requeste d by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract. The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months. (f) The apprenticeship program supplying apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities. (g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates if the contractor agrees to be bound by those standards. However, except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work.
(h) This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by journeymen so employed. Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio. The contractor shall employ apprentices for the number of hours computed as above before the end of the contract or, in the case of a s ubcontractor, before the end of the subcontract. However, the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite. When an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Administrator 189

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of Apprenticeship, upon application of an apprenticeship program, may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or trade classification. (i) A contractor covered by this section who has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or who has been previously approved for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1 -to-5 ratio required by subdivision (g).
(j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen, the Administrator of Apprenticeship may grant a certificate exempting the contractor from the 1-to-5 hourly ratio, as set forth in this section for that craft or trade. (k) An apprenticeship program has the discretion to grant to a participating contractor or contractor association a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met:
(1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent. (2) The number of apprentices in training in the area exceeds a ratio of 1 to 5. (3) There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis. (4) Assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which th e apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.
(l) If an exemption is granted pursuant to subdivision (k) to an organization that represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors shall not be required to submit individual applications for approval to local joint apprenticeship committees, if they are already covered by the local apprenticeship standards.
(m)(1) A contractor to whom a contract is awarded, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticeship training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the site of the public works project. The contractor may add the amount of the contributions in computing his or her bid for the contract. (2)(A) At the conclusion of the 2002 -03 fiscal year and each fiscal year thereafter, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Department of Indust rial Relations for administering this subdivision, by making grants to approved apprenticeship programs for the purpose of training apprentices. The grant funds shall be distributed as follows:
190

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(i) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made.
(ii) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and county for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices from that county registered in each program. (iii) All training contributions not distributed under clauses (i) and (ii) shall be used to defray the future expenses of the Department of Industrial Relations for the administration and enforcement of apprenticeship and preapprenticeship standards and requirements under this code. (B) An apprenticeship program shall only be eligible to receive grant funds pursuant to this subdivision if the apprenticeship program agrees, prior to the receipt of any grant funds, to keep adequate records that document the expenditure of grant funds and to make all records available to the Department of Industrial Relations so that the Department of Industrial Relations is able to verify that grant funds were used s olely for training apprentices. For purposes of this subparagraph, adequate records incl ude, but are not limited to, invoices, receipts, and canceled checks that account for the expenditure of grant funds. This subparagraph shall not be deemed to require an apprenticeship program to provide the Department of Industrial Relations with more documentation than is necessary to verify the appropriate expenditure of grant funds made pursuant to this subdivision.
(C) The Department of Industrial Relations shall verify that grants made pursuant to this subdivision are used solely to fund training apprentices. If an apprenticeship program is unable to demonstrate how grant funds are expended or if an apprenticeship program is found to be using grant funds for purposes other than training apprentices, then the apprenticeship program shall not be eligible to recei ve any future grant pursuant to this subdivision and the Department of Industrial Relations may initiate th e process to rescind the registration of the apprenticeship program.
(3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Fund, which is hereby created in the State Treasury. Upon appropriation by the Legislature, all moneys in the Apprenticeship Training Contribution Fund shall be used for the purpose of carrying out this subdivision and to pay the expenses of the Department of Industrial Relations. (n) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor.
(o) This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars ($30,000). (p) An awarding body that implements an approved labor compliance program in accordance with subdivision (b) of Section 1771.5 may, with the approval of the director, assist in the enforcement of this section under the terms and conditions prescribed by the director.

Section 1813. Forfeiture for violations; contract stipulation; report of violations

The contractor or subcontractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty- five dollars ($25) for each worker employed in the execution of 191

Attachment No. 1

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the contract by the respective contractor or subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of this article. In awarding any contract for public work, the awarding body shall cause to be inserted in the contract a stipulation to this effect. The awarding body shall take cognizance of all violations of this article committed in the course of the executi on of the contract, and shall report them to the Division of Labor Standards Enforcement.

Section 1815. Overtime

Notwithstanding the provisions of Sections 1810 to 1814, inclusive, of this code, and notwithstanding any stipulation inserted in any contract pursuant to the requirements of said sections, work performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of 8 h ours per day at not less than 1 ½ times the basic rate of pay.
192

Attachment No. 2

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ATTACHMENT NO. 2

CALIFORNIA PUBLIC CONTRACT CODE SECTION 9204

Section 9204. Legislative findings and declarations regarding timely and complete payment of contractors for public works projects; claims process (Eff: January 1, 2017)

(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project.
(3)(A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and f ormed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. 193

Attachment No. 2

Page 2 of 3 ends

(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor.
(d)(1)(A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying w hat portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutu ally agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2)(A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and conf er for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. 194

Attachment No. 2

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(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on their own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behal f of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontrac tor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civi l action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2027, deletes or extends that date. 195
1 2 3 4 5 6
Bid No. 25-26.15; Project No. SP-4320
Date of Bid Opening: 05/21/2026
Tel. No. (562) 777-2222 Tel. No. (909) 330-1128 Tel. No. (714) 927-6664 Tel. No. (714) 632-6699 Tel. No. (909) 206-1181 Tel. No. (714) 881-6201 NO. DESCRIPTION OF WORK QUANTITY
1 Horizontally Sawcut Curb, Or Remove Existing Curb
And Sidewalk Access Ramp, And Construct New
Ramp Per City Std. Plan No. 121 With Detectable
Warning Surface (Truncated Dome 4' X 3') 22 EA 7,500.00$ $165,000.00 $7,500.00
$165,000.00
$7,723.00
$169,906.00
$7,500.00
$165,000.00
$8,200.00
$180,400.00
$9,000.00
$198,000.00
$8,500.00
$187,000.00
2 Install Detectable Warning Surface (Truncated
Dome 4' X 3') per City Std. Plan No. 121 on existing
curb ramp
1 EA 1,600.00$ $1,600.00
$1,000.00
$1,000.00
$3,110.00
$3,110.00
$1,000.00
$1,000.00
$2,340.00
$2,340.00
$3,000.00
$3,000.00
$1,250.00
$1,250.00
3 Sawcut & Remove Existing and Construct Residential
Concrete Curb and Gutter, Type A per City Std. Plan
No. 117 (8" or Match Existing Curb Height) 1,600 LF 80.00$ $128,000.00 $70.00
$112,000.00
$58.00
$92,800.00
$99.00
$158,400.00
$111.00
$177,600.00
$110.00
$176,000.00
$75.00
$120,000.00
4 Remove Existing and Construct Concrete Cross
Gutter and Spandrel per City Std. Plan No. 119 3,700 SF 40.00$ $148,000.00 $25.00
$92,500.00
$35.00
$129,500.00
$25.00
$92,500.00
$37.00
$136,900.00
$50.00
$185,000.00
$50.00
$185,000.00
5 Remove And Construct Concrete Driveway Per City
Std. Plan No. 114, 115, And 116a 1,500 SF 30.00$ $45,000.00 $15.00
$22,500.00
$35.00
$52,500.00
$19.00
$28,500.00
$28.00
$42,000.00
$30.00
$45,000.00
$50.00
$75,000.00
6 Remove Existing and Construct Residential Concrete
Sidewalk per City Std. Plan No. 118 & 120 5,600 SF 20.00$ $112,000.00 $13.00
$72,800.00
$15.00
$84,000.00
$16.00
$89,600.00
$17.00
$95,200.00
$20.00
$112,000.00
$36.00
$201,600.00
7 Construct new bollards at locations shown in
exhibits A and B, per product specifications (PS-RG-
BL-01210) and associated installation/foundation
details (D)
20 EA 10,000.00$ $200,000.00
$2,200.00
$44,000.00
$1,427.00
$28,540.00
$1,000.00
$20,000.00
$1,888.00
$37,760.00
$750.00
$15,000.00
$1,250.00
$25,000.00
8 Signing and Striping Per Appendix F-RRFB
Installation Plan, Construction Notes 2-5 (D)
1 LS 5,500.00$ $5,500.00
$5,710.00
$5,710.00
$4,400.00
$4,400.00
$13,900.00
$13,900.00
$9,500.00
$9,500.00
$15,000.00
$15,000.00
$8,500.00
$8,500.00
9 Install City-Furnished RRFB Assembly Per Appendix F-
RRFB Installation Plan, Construction Note 1 (D)
2 EA 7,500.00$ $15,000.00
$2,165.00
$4,330.00
$4,499.00
$8,998.00
$13,000.00
$26,000.00
$7,500.00
$15,000.00
$20,000.00
$40,000.00
$500.00
$1,000.00
$820,100.00 $519,840.00 $573,754.00 $594,900.00 $696,700.00 $789,000.00 $804,350.00

AMOUNT UNIT PRICE
ACCESS GENERAL ENGINEERING, INC.

YORBA LINDA, CA CORONA, CA

S & H CIVILWORKS

COLTON, CA
ONYX PAVING COMPANY, INC.

AMOUNTUNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICEAMOUNT UNIT PRICE AMOUNT Grand Total
City of Orange: Summary of Bid Abstracts for:

COLTON, CA RIVERSIDE, CA

ENGINEER'S ESTIMATE
Annual Concrete Replacement at Various Locations FY 2025-2026 CJ CONCRETE CONSTRUCTION, INC GENTRY GENERAL ENGINEERING, INC. TVR CONSTRUCTION ENGINEERING, INC.

SANTA FE SPRINGS, CA

PAVEMENT IMPROVEMENTS UNIT PRICE AMOUNT UNIT PRICE

Page 1 of 1 ends

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Olive Crest Academy
/ Super Sports / Cal
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1:4,514
0 0.060.03
mi
.

City Boundaries.

CITY OF ORANGE
203

E SYCAMORE AV
N

CLEVELAND
ST

E PALM AV

E (ALLEY)
N

CLEVELAND
ST

E MAPLE AV

E SYCAMORE AV
N
HARW
O
O
D
ST
N
PINE
ST

E PALM AV

E SYCAMORE AV
N
CAM
BRIDGE
ST
N
W
AVERLY
ST
N
M
APLEW
O
O
D
ST
N
CAM
BRIDGE
ST
N
M
APLEW
O
O
D
ST
N
M
AGNO
LIA
ST
N
M
AGNO
LIA
ST
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map at the time of printing, use at your discretion.

No part of this map shall be reproduced for
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Date Exported: 3/17/2026
Credits: City of Orange (2026)
1:2,257
0 0.030.01
mi
.

City Boundaries.

CITY OF ORANGE
204
N
CALIFO
RNIA
ST

E SYCAMORE AV
N
CALIFO
RNIA
ST

E PALM AV
N
M
AGNO
LIA
ST
N
M
AGNO
LIA
ST
N
CALIFO
RNIA
ST

E DANA PL
N
LINCO
LN
ST

E SYCAMORE AV
N

SHATTUCK
PL
N

SHATTUCK
PL

E PALM AV
N
LINCO
LN
ST

E DANA PL
N
TUSTIN
ST
N
O
AK
ST
N
TUSTIN
ST
N
O
AK
ST
N
O
AK
ST

E PALM AV
N
O
AK
ST
N
W

AYFIELD
ST
N
W

AYFIELD
ST

E PALM AV
(DRIVEWAY)
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map at the time of printing, use at your discretion.

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Date Exported: 3/17/2026
Credits: City of Orange (2026)
1:2,257
0 0.030.01
mi
.

City Boundaries.

CITY OF ORANGE
205

W CULVER AV
S
PLUM
LN
S
FLO

WE R ST

W ORCHARD AV
22 WB OFF RAMP RAMP

W CULVER AV
S
LILAC
LN
(DRIVEWAY)
(DRIVEW
AY)

S FLOWER ST

W LA VETA AV
22 EB OF F RAMP RAMP

W ORCHARD AV
22 WB OFF RAMP RAMP
(ALLEY)
S
DEVO
N
RD
S
CREST
RD

W CULVER AV
(DRIVEW
AY)

W LA VETA AV
S
DEVO
N
RD
S
CREST
RD
S
CREST
RD
S

SILKTREE
CIR
S
ALPINE
RD

W CU LVER AV
S
BEDFO
RD
RD

W LA VETA AV
S
ALPINE
RD
S
BEDFO
RD
RD
S
BEDFO
RD
RD
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Date Exported: 3/17/2026
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1:2,257
0 0.030.01
mi
.

City Boundaries.

CITY OF ORANGE
206
S

GLASSELL
ST
S
O
LIVE
ST

W (ALLEY)

W PALMYRA AV
S
LEM
O
N
ST
S

GLASSELL
ST

W KELLY AV
S
O
LIVE
ST
S
LEM
O
N
ST
S
O
LIVE
ST
S
LEM
O
N
ST
S
O
RANGE
ST
S
GRAND
ST

E PALMYRA AV

E (ALLEY)
(ALLEY)
(ALLEY)
(ALLEY)
S
GRAND
ST
S
(ALLEY)
S
O
RANGE
ST

E CULVER AV
(ALLEY)
(ALLEY)
(ALLEY)

E (ALLEY) E (ALLEY)

E (ALLEY)

E PALMYRA AV
S

SHAFFER
ST
S
CENTER
ST
S
(ALLEY)
(ALLEY)
S

SHAFFER
ST

E VAN BIBBER AV
S
CENTER
ST

E CHALYNN CIR
S
CENTER
ST
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Date Exported: 3/17/2026
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1:2,257
0 0.030.01
mi
.

City Boundaries.

CITY OF ORANGE
207

E KEMPER AV

E ALBION LN
22 EB OFF RAMP RAMP

E FAIRHAVEN AV

N (PRIVATE) S T
S

GREENGRO
VE
ST

E NUBIAN LN
S
W
O
O
DBURY
DR
S
TUSTIN
ST

E SEBA AV
S
PO
NDERO
SA
ST
55 NB ON RAMP RAMP

E FAIRHAVEN AVS
TUSTIN
ST

N (PRIVATE)ST
S

PONDERO
SA
ST
N
PO
NDERO
SA
ST
S
W

AYFIELD
ST
55 NB ON RAMP RAMP
55 SB ON RAMP RAMP
55 FREEW
AY

E FAIRHAVEN AV

E KIRKWOOD AV

E CALVO DR
55 SB
ON
RAMP
RAM
P

E STEARNS AV
55 FREEW
AY
22 FREEW
AY
55 FREEW
AY
55 FREEW
AY
55 FREEW
AY
22 W
B
O
N
RAM
P
RAM
P
55 FREEW
AY
22 FREEW
AY
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Date Exported: 3/17/2026
Credits: City of Orange (2026)
1:2,257
0 0.030.01
mi
.

City Boundaries.

CITY OF ORANGE
208

N HEWES ST
S
HEW
ES
ST

E CHAPMAN AV
S
HEW
ES
ST

E WASHINGTON AV
S

ESPANITA
ST

E PHILO AV

E VIA LARDO AV

E CHAPMAN AV
S
HAM
LIN
ST
(DRIVEW
AY)
EVIA
LA
PALO
M
A

E WASHINGTON AV

E SMILEY DR

CIRCULAPANORAMA
E
W

ASHINGTO
N
AVE

E CHAPMAN AV
S
SO
LANA
DR
S
W
O
O
DLAW
N
DR

E ALMOND AV
(DRIVEWAY)
(DRIVEW
AY)

BAJA PANORAMA

E SMILE Y DR

CIRCULA PANORAMA
S LOS
TIM
BRES
ST
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Credits: City of Orange (2026)
1:2,257
0 0.030.01
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.

City Boundaries.

CITY OF ORANGE
209

W COLLINS AV
N

CYPRESS
ST
N
RR
BN
SF
N

CYPRESS
ST
N
HARITO
N
ST
N
RR
BN
SF

W COLLINS AV

W (ALLEY)
N
O
LIVE
ST
N
LEM
O
N
ST
N
(ALLEY)
N
(ALLEY)
(DRIVEW
AY)
(DRIVEWAY)
N
LEM
O
N
ST

W MAYFAIR AV
(DRIVEWAY)

E COLLINS AV
N

GLASSELL

ST N GLASSELL ST

E LOMITA AV
N
O
RANGE
ST
N
O
RANGE
ST

E MAYFAIR AV
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Date Exported: 3/26/2026
Credits: City of Orange (2026)
1:2,257
0 0.030.01
mi.

City Boundaries.

CITY OF ORANGE
210
W CHAPMAN AV Plaza Park
S

GLASSELL
ST

PLAZA SQ

W CHAPMAN AV
S
O
LIVE

ST N OLIVE ST

W (ALLEY)
PLAZA
SQ

E CHAPMAN AV
S
(ALLEY)

S ORANGE ST N ORANGE ST
Community Services
Department

E CHAPMAN AV
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Date Exported: 4/14/2026
Credits: City of Orange (2026)
1:1,128
0 0.010.01
mi.
.

CITY OF ORANGE
211
Agenda Item
Orange City Council
Item #: 3.7. 6/23/2026 File #: 26-0209
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Notice of Completion and Acceptance for Main Street and Providence Avenue Sewer Improvements and Tustin Street Storm Drain Rehabilitation

2. SUMMARY
The City of Orange entered into a contract with All Cities Engineering to improve aging sewer and storm drain infrastructures at Main Street, Providence Avenue and Tustin Street (Bid No. 25-26.01; SP-4307). The project included the replacement of approximately 196 linear feet of existing 6”sewer main with 10” sewer main, the trenchless rehabilitation of 365 linear feet of 6” sewer main, and trenchless rehabilitation of 72 linear feet of corrugated metal pipe storm drain. The work was completed to the satisfaction of the Public Works Department.

The approved project budget was $399,580 with a 10% contingency. The final construction cost is $361,881.23. The project was completed under budget as a result of optimized field conditions and scope refinement.

3. RECOMMENDED ACTION

1. Accept Main Street and Providence Avenue Sewer Improvements and Tustin Street Storm Drain Rehabilitation as complete.

2. Authorize City Clerk to file Notice of Completion with the Orange County Clerk-Recorder’s Office.

4. ATTACHMENTS
· Notice of Completion and Acceptance
City of Orange Printed on 6/18/2026Page 1 of 1
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212
Agenda Item
Orange City Council
Item #: 3.7. 6/23/2026 File #: 26-0209
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Notice of Completion and Acceptance for Main Street and Providence Avenue Sewer Improvements and Tustin Street Storm Drain Rehabilitation

3. RECOMMENDED ACTION

1. Accept Main Street and Providence Avenue Sewer Improvements and Tustin Street Storm Drain Rehabilitation as complete.

2. Authorize City Clerk to file Notice of Completion with the Orange County Clerk-Recorder’s Office.

4. ATTACHMENTS
· Notice of Completion and Acceptance
City of Orange Printed on 6/18/2026Page 1 of 1
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213

RECORDING REQUESTED BY AND
WHEN RECORDED MAIL TO:

City of Orange
300 East Chapman Avenue
Orange, California 92866
Attention: City Clerk
[Space above this line for Recorder’s use only.]

THIS DOCUMENT IS RECORDED AT THE

REQUEST AND FOR THE BENEFIT OF THE CITY

OF ORANGE AND IS EXEMPT FROM THE

PAYMENT OF A RECORDING FEE PURSUANT
TO GOVERNMENT CODE SECTIONS 6103 AND
27383.

NOTICE OF COMPLETION AND ACCEPTANCE
NOTICE IS HEREBY GIVEN that work on that certain public work and improvements known as “Main Street and Providence Avenue Sewer Improvements and Tustin Street Storm Drain Rehabilitation. (Bid No. 25-26.01; SP-4307)” (herein referred to as the “Project”), for the owner, the City of Orange, a municipal corporation (herein referred to as the “City”), whose address is 300 E. Chapman Avenue, Orange, CA 92866, was completed and accepted by the City Council of the City of Orange on June 23, 2026 at a regular meeting of its members, at which a quorum was present and acting throughout. The Project is at various locations throughout the City of Orange, State of California. The contractor who performed (or caused to be performed) said public work and improvements were All Cities Engineering, a California corporation, with its principal office at 5881 Snowgrass Trail, Riverside, State of California.

The name of the surety on the Labor and Material Bond for the Project is Employers Mutual Casualty Company, IOWA (Bond No. So55890) in the amount of $399,580.00.

DATED as of the 23rd day of June 2026. CITY OF ORANGE, a municipal corporation By:

Daniel R. Slater, Mayor, City of Orange

STATE OF CALIFORNIA

COUNTY OF ORANGE
I, Daniel R. Slater, Mayor of the City of Orange, state that I have read the foregoing document know the contents thereof, and that the facts therein stated are true of my own knowledge. I hereby declare under penalty of perjury that the foregoing is true and correct.

DATED as of the 23rd day of June 2026 at Orange, California.

Daniel R. Slater, Mayor, City of Orange
I, Pamela Coleman, City Clerk for the City of Orange, hereby attest that Daniel R. Slater is known to me to be the Mayor of the City of Orange and known to me to be the person who executed the within instrument on behalf of said municipal corporation and acknowledged to me that the City of Orange executed the same.

Pamela Coleman, City Clerk, City of Orange
214
Agenda Item
Orange City Council
Item #: 3.8. 6/23/2026 File #: 26-0374
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Pamela Coleman, City Clerk/City Clerk Services Director

1. SUBJECT
Second Reading and adoption of Ordinance No. 10-26 prohibiting potable water from being used to irrigate areas of non-functional turf

2. SUMMARY
The Introduction and First Reading of the above-entitled Ordinance was approved at a Regular Council Meeting on June 9, 2026.

The Ordinance is now presented for Second Reading by title only, and adoption.

Vote at First Reading: AYES: Bilodeau, Barrios, Dumitru, Tavoularis, Gutierrez, Gyllenhammer, Slater
NOES: None
ABSENT: None

3. RECOMMENDED ACTION
Adopt Ordinance No. 10-26.

4. ATTACHMENTS
· Ordinance No. 10-26
City of Orange Printed on 6/18/2026Page 1 of 1
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215
Agenda Item
Orange City Council
Item #: 3.8. 6/23/2026 File #: 26-0374
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Pamela Coleman, City Clerk/City Clerk Services Director

1. SUBJECT
Second Reading and adoption of Ordinance No. 10-26 prohibiting potable water from being used to irrigate areas of non-functional turf

2. SUMMARY
The Introduction and First Reading of the above-entitled Ordinance was approved at a Regular Council Meeting on June 9, 2026.

The Ordinance is now presented for Second Reading by title only, and adoption.

Vote at First Reading: AYES: Bilodeau, Barrios, Dumitru, Tavoularis, Gutierrez, Gyllenhammer, Slater
NOES: None
ABSENT: None

3. RECOMMENDED ACTION
Adopt Ordinance No. 10-26.

4. ATTACHMENTS
· Ordinance No. 10-26
City of Orange Printed on 6/18/2026Page 1 of 1
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216
ORDINANCE NO. 10-26

AN ORDINANCE OF THE CITY COUNCIL OF THE
CITY OF ORANGE AMENDING CHAPTER 7.02 OF

THE ORANGE MUNICIPAL CODE PROHIBITING

POTABLE WATER FROM BEING USED TO

IRRIGATE AREAS OF NON-FUNCTIONAL TURF
WHEREAS, the City of Orange (the “City”) is a municipal corporation which exercises governmental functions and powers and is organized and existing under the laws of the State of California; and
WHEREAS, the City has long recognized the importance of water conversation due to the State of California’s frequent drought conditions, continued demand for water, unpredictable weather and precipitation rates; and
WHEREAS, California Assembly Bill 1572 (AB 1572), signed into law on October 13, 2023, prohibits the use of potable water to irrigate Non-Functional Turf located on Local Government, Commercial, Industrial, and Institutional Properties, and HOA Common Areas throughout the State of California and requires the City to update its regulations to enforce the State-mandated prohibitions; and
WHEREAS the changes proposed update the Code to conform with proposed State mandated prohibitions.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF ORANGE DOES HEREBY ORDAIN AS FOLLOWS:

SECTION I:

The subject Ordinance is exempt from the provisions of the California Environmental Quality Act (CEQA) per State CEQA Guidelines (Guidelines) Sections 15060(c)(2) and 15060(c)(3) because review and evaluation of potential impact of the Ordinance demonstrate that it will not result in a direct or reasonably foreseeable indirect physical change in the environment, and it is not a "project" as defined in Guideline 15378 and the Ordinance regulates conduct and enforcement procedures and does not authorize or result in any physical development or change to the environment; any resulting enforcement activity is indirect, speculative, and not a reasonably foreseeable physical change.

SECTION II:

Section 7.02.030 of the Orange Municipal Code, “Environment – Water Shortage Contingency Response – Definitions,” is hereby amended to read as follows:

7.02.030 Definitions.

The following words and phrases, as used in this chapter, are defined as follows:
217
2 “AB 1572” Assembly Bill 1572, Friedman. Potable Water: Non-Functional Turf. The legislation that prohibits the watering of Non-Functional turf for the certain customer classes and requires water suppliers to implement regulations, ordinances, or policies supporting the prohibition. “Commercial Properties” Application of business, such as a hotel, restaurant, or office building, that utilizes water. These facilities are generally categorized within, but not limited to, construction, retail/wholesale trade, transportation, information, professional activities and other similar entities.
“Domestic Water ” Water supplied by a water supplier to domestic customers, and used for purposes including indoor activities, such as drinking, cooking, and bathing as well as outdoor uses such as landscaping irrigation and lawn watering.
“Functional Turf ” Existing turf grass areas that have a clear, dedicated function, are used regularly, provide a recreational benefit to the community/property , are an essential part of a commercial service or operation, provide reasonable space and safe access, have a history of programmed events past , present, and future, or they are future turf installations planned for a property which meet the requirements of Functional Turf. “Government Property ” A Water User that is a government agency owning or operating a property, which is a permanent or semi-Permanent organization within a state and local government responsive for overseeing or administering specific functions. “Industrial Property” A Water User that is primarily a manufacturer or Processor of materials, and /or an entity that is a Water User primarily engaged in research and development. “Institutional Property” A Water User dedicated to public service. This type of user includes but is not limited to; higher education institutions, schools, courts, churches, hospitals, and nonprofit research institutions.
“Non-Functional Turf ” Turf areas that do not meet the required conditions and criteria, as identified in the Functional Turf definition within this Ordinance. Non- Functional Turf areas are turf areas with no functional purpose other than being aesthetic, ornamental, or passive landscaping. Excludes cemeteries from this definition.

SECTION III:

Section 7.02.160 “Environment – Water Shortage Contingency Response –Prohibiting Potable Water from Being Used to Irrigate Areas of Non-Functional Turf” is hereby added to the Orange Municipal Code to read as follows:

Section 7.02.160 Prohibiting Potable Water from Being Used to Irrigate Areas of Non-Functional Turf
A. The following prohibitions on the Use of Potable Water to Irrigate Non-Functional Turf are in effect, regardless of whether any declared shortage conditions are in effect. 218
3 1. No person shall use potable water to irrigate non-functional turf on Government Property/publicly owned property beginning January 1, 2027.

2. No person shall use potable water to irrigate non-functional turf on commercial, industrial, and institutionally owned property beginning January 1, 2028.

3. No person shall use potable water to irrigate non-functional turf on homeowners’ associations common area, common interest developments, and community service organizations, or similar entities, beginning January 1, 2029.

4. No person shall use potable water to irrigate non-functional turf on Government Property/publicly owned property located within disadvantaged communities (DAC) beginning January 1, 2031, or upon the date state funding for turf conversion to climate appropriate landscapes within DACs becomes available.

B. Requires commercial, industrial, municipal, Government Property/publicly owned, and institutional property owners with more than 5,000 square feet of irrigated areas to self-certify to the State Water Board compliance with this bill beginning June 30, 2029, and every three years thereafter through 2038.

C. Requires homeowners’ association common area, common interest development, or community service organization, or similar entity property owners with more than 5,000 square feet of irrigated areas to self-certify to the State Water Board compliance with this bill beginning June 30, 2031, and every three years thereafter through 2039.

D. Self-certification requirements shall begin six (6) months prior to the applicable compliance deadline. All Affected Water Customers identified as self-certifying must clearly designate Functional and Non-Functional Turf areas on their property by June 30 of the year prior to the relevant deadlines. Affected Water Customers shall submit a self-certification form and requested documents, including, but not limited to, a map identifying all Functional and Non- Functional Turf areas. If an Affected Water Customer has no Functional Turf to report, a parcel map is not required, however, self-certification is still necessary.

E. Permits the State Water Resources Control Board (State Water Board) to extend compliance dates outlined above, by up to three years through regulation.

F. Requires public water systems to update their regulations, ordinances, or policies governing water use no later than January 1, 2027, to incorporate the prohibition on the use of potable water on nonfunctional turf established by this bill.

G. Authorizes a water system, city, county, or city and county to enforce the provisions of this bill.

H. The use of potable water is not prohibited to the extent necessary to ensure the health of trees and perennial non-turfing plants or as necessary to address an immediate health and safety need.
219
4 I. Functional Turf landscaping not subject to this Ordinance, and therefore may be irrigated with Potable Water included but are not limited to:

1. Government Functional Turf: Turf areas on Government Properties/publicly owned land that offer a gathering benefit to the community, provide a dedicated function as a Recreational Use Area that improves the quality of life for the Public, or have a justifiable operational requirement. Specific examples include public parks Recreational Use Areas, and sports fields.

2. Commercial, Industrial and Institutional Functional Turf: Turf areas on Commercial properties which have an exclusive use, and are inherently required to sustain an essential function, service, or operation. Some examples include pet relief areas for veterinary and pet shelters, daycare centers, youth centers, agricultural applications, sports stadiums, and regularly programmed events in areas with temporary occupancy.

3. HOA Common Area Functional Turf: Turf areas in a Homeowners Association’s Common Area, or a similar entity, if it has a history of programmed community events such as charity drives, weddings, concerts; or Recreational use Areas with specific functions such as a children’s playground, sports field, or dedicated pet areas.

4. Single-family homes, cemeteries, golf courses and turf areas irrigated with Recycled Water are excluded from the requirements of AB 1572 and are not required to comply with this Ordinance; this applies to Potable Domestic Water Service only.

SECTION IV:

If any section, subdivision, paragraph, sentence, clause or phrase of this Ordinance is for any reason held to be invalid or unconstitutional, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council hereby declares that it would have passed this Ordinance, and each section, subdivision, paragraph, sentence, clause and phrase thereof, irrespective of the fact that anyone (or more) section, subdivision, paragraph, sentence, clause or phrase had been declared invalid or unconstitutional.

SECTION V:

The City Clerk is hereby directed to certify the adoption of this Ordinance and cause the same to be published as required by law. This Ordinance shall take effect thirty (30) days from and after the date of its final passage.

ADOPTED this day of , 2026.

Daniel R. Slater, Mayor, City of Orange
220
5 ATTEST:

Pamela Coleman, City Clerk, City of Orange
APPROVED AS TO FORM:

Nathalie Adourian, City Attorney, City of Orange

STATE OF CALIFORNIA )

COUNTY OF ORANGE )

CITY OF ORANGE )
I, PAMELA COLEMAN, City Clerk of the City of Orange, California, do hereby certify that the foregoing Ordinance was introduced at the regular meeting of the City Council held on the 9th day of June, 2026, and thereafter at the regular meeting of said City Council duly held on the _____ day of _______________, 2026 was duly passed and adopted by the following vote, to wit:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

ABSTAIN: COUNCILMEMBERS:

Pamela Coleman, City Clerk, City of Orange
221
Agenda Item
Orange City Council
Item #: 3.9. 6/23/2026 File #: 26-0154
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Authorize the purchase of materials and supplies for water maintenance operations from various vendors

2. SUMMARY
Request to authorize purchase orders for Fiscal Year 2026-2027 in the amount of $800,000 with Ferguson, $200,000 with Hubbell Lenoir City Inc., $350,000 with Waterline Technologies, $150,000 with C Wells Supply, $175,000 with Yo Fire, $75,000 with Core & Main, $125,000 with S&J Supply, and $65,000 with Main Street Materials.

3. RECOMMENDED ACTION
Authorize the Fiscal Year 2026-2027 purchase orders for miscellaneous materials and supplies for a total of $1,940,000.

4. FISCAL IMPACT
The expense for these purchases is $1,940,000 and will be funded through Water (600):
600-5803-81999 Other Capital Outlay $585,000
600-5803-81501 Capital Outlay Services $125,000
600-5803-80101 Furniture, Fixture, Equipment $180,000
600-5803-56101 Repair/Maint Serv.-Equip $50,000
600-5802-80101 Furniture, Fixture, Equipment $100,000
600-5803-80101-255083 Meter Replacement Program $550,000 600-5802-53201 Repair & Maintenance Supplies $350,000
Total $1,940,000

5. STRATEGIC PLAN GOALS
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Item #: 3.9. 6/23/2026 File #: 26-0154

6. DISCUSSION AND BACKGROUND
The Public Works Department Water Division purchases many different types of materials and supplies such as C900 pipe, ductile iron pipe, fire hydrants, valves, meters, meter boxes, lids, copper tubing, brass fittings, sand, gravel, base paving materials, liquid sodium hypochlorite, etc. for its daily maintenance and operations. These items are needed for the successful repair, installation, and maintenance of the City’swater utility infrastructure. The Public Works Department uses the informal bid process to purchase the required materials by requesting all participating vendors to provide pricing for each individual item needed. There is no specific vendor that continually provides the lowest price for all items; therefore, the Department purchases materials from the vendors that offer the lowest price for that item.

The Public Works Department continuously purchases materials and supplies from the vendors listed below. Because the purchase amount from these vendors is over the $60,000 per year per vendor limit, staff is requesting the City Council authorize the purchase orders on an as-needed basis, in the amounts shown in the table below for Fiscal Year 2026-2027.

Vendor Amount
Ferguson $800,000
Hubbell Lenoir City, Inc. $200,000
Waterline Technologies $350,000
C Wells Supply $150,000
Yo Fire $175,000
Core & Main $75,000
S&J Supply $125,000
Main Street Materials $65,000
The Public Works Department continues to monitor and seek out vendors with the lowest prices to ensure the City is getting the best value available.

7. ATTACHMENTS
· None
City of Orange Printed on 6/18/2026Page 2 of 2
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223
Agenda Item
Orange City Council
Item #: 3.9. 6/23/2026 File #: 26-0154
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Authorize the purchase of materials and supplies for water maintenance operations from various vendors

3. RECOMMENDED ACTION
Authorize the Fiscal Year 2026-2027 purchase orders for miscellaneous materials and supplies for a total of $1,940,000.

5. STRATEGIC PLAN GOALS
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7. ATTACHMENTS
· None
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Agenda Item
Orange City Council
Item #: 3.10. 6/23/2026 File #: 26-0336
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Temporary suspension of neighborhood permit parking restrictions in Permit Parking Areas “D”and “G”

2. SUMMARY
Each year, typically in January, the City Council is presented with a report to consider various street closures and parking exceptions related to special events throughout the City. After the approval of this year’s requests, Orange Unified School District has organized a District-wide wellness and resource fair at El Modena High School. To better support this event, the Orange Unified School District has requested the suspension of permit parking restrictions in permit areas around the school.

3. RECOMMENDED ACTION
Approve the temporary suspension of permit parking restrictions in Permit Parking Areas “D”and “G”, on Saturday, August 1, 2026.

4. FISCAL IMPACT
None.

5. STRATEGIC PLAN GOALS
Goal 3: Enhance Public Communication Strategy and Quality of Life

6. DISCUSSION AND BACKGROUND
City Council action is requested annually for the closure of certain City streets, City-owned lots, and temporary suspension of permit parking restrictions, related to special events that occur throughout the City.

After January 2026, when this year’slisting of affected events, dates, and streets was approved, Orange Unified School District (OUSD) developed plans for hosting a Wellness and Resource Community Fair on Saturday, August 1, 2026, from 8:00 AM to 4:00 PM, at El Modena High School.

The event is expected to be well attended, and OUSD will make parking available on other school sites in the area, including at Prospect and Esplanade elementary schools.

As with other District-wide events at El Modena High, OUSD has requested temporary suspension of permit parking on city streets in the vicinity (Permit Parking Areas “D”and “G”)to supplement parking City of Orange Printed on 6/18/2026Page 1 of 2
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permit parking on city streets in the vicinity (Permit Parking Areas “D”and “G”)to supplement parking supply. If approved, the Orange Police Department would suspend enforcement of permit parking restrictions for the entire day of the event.

7. ATTACHMENTS
· OUSD Request Letter
· Map of Permit Parking Areas D & G
· January 13, 2026, City Council Meeting Staff Report (Special Event Street Closures and Parking Exceptions)
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Agenda Item
Orange City Council
Item #: 3.10. 6/23/2026 File #: 26-0336
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Temporary suspension of neighborhood permit parking restrictions in Permit Parking Areas “D”and “G”

3. RECOMMENDED ACTION
Approve the temporary suspension of permit parking restrictions in Permit Parking Areas “D”and “G”, on Saturday, August 1, 2026.

4. FISCAL IMPACT
None.

5. STRATEGIC PLAN GOALS
Goal 3: Enhance Public Communication Strategy and Quality of Life

The event is expected to be well attended, and OUSD will make parking available on other school sites in the area, including at Prospect and Esplanade elementary schools.

As with other District-wide events at El Modena High, OUSD has requested temporary suspension of permit parking on city streets in the vicinity (Permit Parking Areas “D”and “G”)to supplement parking City of Orange Printed on 6/18/2026Page 1 of 2
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permit parking on city streets in the vicinity (Permit Parking Areas “D”and “G”)to supplement parking supply. If approved, the Orange Police Department would suspend enforcement of permit parking restrictions for the entire day of the event.

E MAPLE AVN
(ALLEY) N
(ALLEY)

E (ALLEY)

E (ALLEY)
N
FIRST
ST

E VINE A V

E WALNUT AV
N
M
ALENA
DR
(DRIVEW
AY)

E CHAPMAN AV
Esplanade
Elementary
El Modena High

E SPRING ST
N

ESPLANADE
ST
N

SERANADO
STN
VIRAGE
ST
N
SW
IDLER
ST

E SYCAMORE AV

E PALM AV

E EUCLID AV

E WALNUT AV

E VINE AV

E (ALLEY)

E VINE ST

E PEARL ST

E CHAPMAN AV
G
D
D
Legend

PARKING AREAS
Area D
Area G
J:\Production_Environment\Projects\PermitParking\PermitParking.aprx\Map Template - 8.5x11 Landscape 6/10/2026
Source: City of Orange (2026)

CITY OF ORANGE

PERMIT PARKING AREAS D & G
0 450225
Feet
.
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Agenda Item
Orange City Council
Item #: 3.11. 1/13/2026 File #: 25-0707
TO: Honorable Mayor and Members of the City Council
THRU: Jared Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Approval of temporary street closures for approved special events. Resolution No.11654.

2. SUMMARY
The closure of City streets and paid parking lots, and suspension of neighborhood permit parking restrictions needed to support special events, require annual City Council action. A schedule of anticipated events, along with corresponding street and parking impacts, has been developed with input from event organizers, and is being submitted for approval.

3. RECOMMENDED ACTION

1. Adopt Resolution No.11654. A Resolution of the City Council of the City of Orange approving the temporary closure of sections of public streets for approved special events.

2. Approve closure of municipal parking lots and temporary suspension of neighborhood permit parking restrictions for certain events and dates occurring in calendar year 2026.

4. FISCAL IMPACT
None.

5. STRATEGIC PLAN GOALS
Goal 3: Enhance Public Communication Strategy and Quality of Life

6. DISCUSSION AND BACKGROUND
The closure of City streets and parking lots, and suspension of neighborhood permit parking restrictions necessary to support special events require City Council action. Listed below for approval are special events for the upcoming year that require either: Plaza closure, major street closure, parking lot closure, and/or suspension of permit parking.

Related to the above and in August 1997, the City Council adopted a process for approving special events that involve closing the Plaza and adjacent public streets. The City Council-approved criteria allow the Plaza to be closed for special events for up to twenty days per year, with no more than twelve of those being either a Friday, Saturday, or Sunday. This year’s requests include Plaza closures of ten days total, six of which fall on Friday, Saturday, or Sunday.

For non-City events, the event sponsor must also obtain a special event permit from the Community City of Orange Printed on 1/7/2026Page 1 of 5
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Development Department.

In accordance with Orange Municipal Code Section 10.40.110, the Public Works Director or designee may temporarily suspend any parking meter operations (paid parking) for public benefit during special events. Staff’sintent is to suspend all paid parking (including on streets and in city lots) for events listed under the “PlazaClosure”section of this report. Paid parking is expected to remain in effect for all other events.

Provided below is the schedule of anticipated special events between January 2026 and December 2026.

Plaza Closure
Closure of the Plaza, including all four spoke streets.

Chapman Avenue to be closed from Lemon Street to Grand
Street; Glassell Street to be closed from Almond Avenue to Maple Avenue; Orange Street from 155 N. Orange Street to 123 S. Orange Street; Olive Street from 114 N. Olive Street to 115. S. Olive Street. Temporary Suspension of Permit Parking Restrictions Chapman University Neighborhood
Permit Parking Area A.

May 2-3, 2026 Celebrate Orange (May Parade, Taste of Orange, and Orange Plaza Car Show - Production Agreement
Pending) Celebrate Orange will be comprised of 3
individual events: May Parade, Taste of Orange, and
Orange Plaza Car Show. The overall event will involve a continuous Plaza Closure and suspension of permit parking from 4 a.m., Saturday May 2, to 11 p.m., Sunday, May 3. In addition, the individual events will involve closures of city streets/lots other than the Plaza, as follows:

May Parade - Chamber of Commerce Foundation
From 4 a.m. to 1 p.m. on Saturday, May 2: Chapman Avenue from Cambridge Street to Cypress Street; Pine, Harwood, and Shaffer Streets from Maple Avenue to Almond Avenue; Cleveland Street from Maple Avenue to Chapman Avenue;
Center Street from Chapman Avenue to Almond Avenue;
Grand Street from Maple Avenue to Chapman Avenue;
Orange Street from Maple Avenue to Almond Avenue;
Glassell Street from Maple Avenue to Washington Avenue; Olive Street from Maple Avenue to Almond Avenue; Lemon
Street from Maple Avenue to Almond Avenue; and Cypress
Street from Maple Avenue to Almond Avenue.

Municipal Parking Lot 12.

Taste of Orange - Assistance League of Orange
Blossoms
From 8 am to 8 pm on Saturday, May 2: closure of Municipal Parking Lot 2, adjacent to 124 S Orange Street.

Authorization to direct attendees to Municipal Parking Lots 1,3,4,5,6,7,8,9,11,12, and 13. Dedicated on-street parking on west side of South Orange Street from (adjacent to Municipal Lot 2 for Taste of Orange roll off dumpster only.)
Orange Plaza Car Show - Rotary Club of Orange Plaza
Plaza closure and suspension of permit parking only.

September 3, 2026 -
September 7, 2026
Orange International Street Fair, Inc.

Plaza closure from 2:00 a.m. Thursday- September 3, 2026 through 7:00 a.m. Monday - September 7, 2026 Closure of Municipal Parking Lots 1 and 2. Temporary Suspension of Permit Parking Restrictions Chapman University
Neighborhood Permit Parking Area A.

October 29-30, 2026 Treats in the Streets Autumn Festival - Community Services
Plaza southeast quadrant closure Thursday, October 29,
2026 5:00 a.m. - 11:30 p.m.; Closure of one row of parking in Municipal Parking Lot 2 behind Assistance League
(thirteen spaces) Thursday, October 29, 2026, 5:00 a.m. - Friday, October 30, 2026 12 p.m.; Temporary suspension of Chapman University Neighborhood Permit Parking Area A,
all day Thursday, October 29, 2026; Full Plaza closure
Thursday, October 29, 2026, 1:00 p.m. - 11:30 p.m.

Chapman Avenue to be closed from Lemon Street easterly
to Grand Street; Glassell Street from Almond Avenue
northerly to Maple Avenue; Temporary suspension of Permit Parking Restrictions, Around the Old Towne area, all day Thursday, October 29, 2026.

December 4-7, 2026 Tree Lighting Ceremony & Candlelight Choir Procession - Community Services
Plaza Closure, Sunday, December 6, 2026, 2:00 a.m.-11:30 p.m. Northeast quadrant of the Plaza will remain closed until 10:00 a.m., Monday, December 7, 2026; Saturday,
December 5, 2026, 5:00 a.m. - Monday, December 7, 2026, 12:00 p.m. closure of one row of parking in Municipal Lot 2 behind Assistance League (thirteen spaces); Closure of
entire south Almond lot from Friday, December 4, 2026
6:00 a.m. - Monday December 7, 2026, 8:00 a.m. Temporary suspension of Permit Parking Restrictions Chapman
University Neighborhood Permit Parking Area A, all day
Sunday, December 6, 2026; Temporary suspension of Permit Parking Restrictions Old Towne area, all day Sunday,
December 6, 2026. Closure of Municipal Parking Lot 1
(Grand Avenue,) all day Sunday December 6, 2026.

Street Closure
June 20, 2026 Annual Old Towne Orange Chili Cook Off - Rotary Club of Orange
Temporary closure of Cypress Street from Chapman Avenue to Maple Avenue on Saturday, June 20, 2026 from 6:00 a.m. to 6:00 p.m.

Suspend Permit Parking
January 21, 2026 OHS/Community Showcase - Orange High School Chapman University Neighborhood Permit Parking Area A
May 22-24, 2026 Baccalaureate & Commencement- Chapman University Chapman University Neighborhood Permit Parking Area A
June 10-11, 2026 Graduation - Orange Unified School District El Modena High School/Fred Kelly Stadium Permit Parking Areas D & G West side of McPherson Road between Spring
Street & Pearl Street. (Adjacent to Grijalva Park at Santiago Creek)
June 12, 2026 Diploma Distribution - Orange High School Chapman University Neighborhood Permit Parking Area A
August 18-19, 2026 Student Move-In Day - Chapman University Freshman Class Student Move-In Day Chapman University
Neighborhood Permit Parking A
Dedicated On-Street Parking
October 4-10, 2026 Boutique Noel - Assistance League of Orange West side of South Orange Street adjacent to Municipal
Parking Lot 2 (for Boutique Noel vendors only). Reserve four parking stalls in the northeast corner of Parking Lot 2.

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Plaza Closure
Closure of the Plaza, including all four spoke streets.

Municipal Parking Lot 12.

Taste of Orange - Assistance League of Orange
Blossoms
From 8 am to 8 pm on Saturday, May 2: closure of Municipal Parking Lot 2, adjacent to 124 S Orange Street.

September 3, 2026 -
September 7, 2026
Orange International Street Fair, Inc.

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Plaza Closure
Closure of the Plaza, including all four spoke streets.

Municipal Parking Lot 12.

Taste of Orange - Assistance League of Orange
Blossoms
From 8 am to 8 pm on Saturday, May 2: closure of Municipal Parking Lot 2, adjacent to 124 S Orange Street.

September 3, 2026 -
September 7, 2026
Orange International Street Fair, Inc.

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Plaza Closure
Closure of the Plaza, including all four spoke streets.

Municipal Parking Lot 12.

Taste of Orange - Assistance League of Orange
Blossoms
From 8 am to 8 pm on Saturday, May 2: closure of Municipal Parking Lot 2, adjacent to 124 S Orange Street.

September 3, 2026 -
September 7, 2026
Orange International Street Fair, Inc.

7. ATTACHMENTS
· Attachment 1 - Resolution No. 11654
· Attachment 2 - Map of Municipal Parking Lots
· Attachment 3 - Map of Permit Parking Area A
· Attachment 4 - Site Sketch of South Orange Street at Assistance League Building · Attachment 5 - 2026 Agreement Exhibit B Car Show Area Map · Attachment 6 - Letters of Request
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Agenda Item
Orange City Council
Item #: 3.11. 6/23/2026 File #: 26-0358
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Status and update of the Local Signal Synchronization Plan and the Pavement Management Program for the Measure M2 program, and approval of the City’sMeasure M2 Seven Year CIP for Fiscal Years 2026-2027 through 2032-2033 and the addition of four Council approved projects to the Measure M2 Seven Year CIP for Fiscal Years 2025-2026 through 2031-2032

2. SUMMARY
Annual submission of Measure M2 eligibility documentation to the Orange County Transportation Authority is required to remain eligible to receive Measure M2 sales tax revenue funds. This year’s process requires the City to adopt a Seven-Year Capital Improvement Program, adopt a resolution that attests the City’s Local Signal Synchronization Plan aligns with the Orange County Transportation Authority’s Regional Traffic Signal Synchronization Master Plan, and adopt a resolution that confirms the update of the City’sPavement Management Program in conformance with the Pavement Management Program Submittal Template provided in the Countywide Pavement Management Plan Guidelines. Additionally, there are four approved CIP projects utilizing M2 funding that must be approved for addition to the Measure M2 Seven Year CIP for Fiscal Years 2025-2026 through 2031-2032.

3. RECOMMENDED ACTION

1. Adopt Resolution No. 11693. A Resolution of the City Council of the City of Orange concerning the status and update of the Pavement Management Program for the Measure M (M2) Program.

2. Adopt Resolution No. 11704. A Resolution of the City Council of the City of Orange concerning the update of the Local Signal Synchronization Plan for the Measure M (M2) Program.

3. Approve the Measure M2 Seven-Year Capital Improvement Program for Fiscal Year 2026- 2027 through 2032-2033 to comply with Measure M2 eligibility criteria.

4. Approve the addition of the following Council approved CIP projects to the Measure M2 Seven -Year Capital Improvement Program for Fiscal Year 2025-2026 through 2031-2032:

Project Number 265125 - Flashing Beacon Installation at Four School Crossings Project Number 265126 - HSIP Bike Lane Enhancements
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Project Number 265127 - Signal Head Indication Upgrades Project Number 265128 - Edgeline Striping Installation at Various Locations

5. Authorize staff to submit M2 eligibility documentation to the Orange County Transportation Authority.

4. FISCAL IMPACT
None.

5. STRATEGIC PLAN GOALS
Goal 5: Improve Infrastructure, Mobility, and Technology.

6. DISCUSSION AND BACKGROUND
In November 1990, the voters of Orange County approved Measure M, a ½-cent sales tax for transportation improvements. The sales tax provides funding for streets to local agencies that is distributed both on a per-capita formula basis and through competitive funding programs. In November 2006, the voters approved Measure M2 to continue the ½-cent sales tax for another 30 years, beginning at the expiration of Measure M in 2011. Major improvement plans target Orange County freeways, streets and roads, transit, and environmental programs. As part of our Measure M2 funding request, the City is required to submit resolutions that verify the City’s Local Signal Synchronization Program (LSSP), Pavement Management Program (PMP), and the approval of a Seven-Year Capital Improvement Program (CIP).

Local Signal Synchronization Plan
The City’sLSSP is a three-year plan that identifies traffic signal synchronization, street routes and traffic signals that require improvements, and signal re-timing. The previous program update was adopted in 2023 and covered the City’ssynchronization and signal timing program through 2026. The 2026 update will itemize the current status of the City’ssynchronized and coordinated corridors and outline the City’s priorities for the next three years to maintain, operate and construct future improvements with local and Measure M2 funds. The LSSP is one component of the M2 Eligibility process which enables the City to receive local fairshare funds and participate in M2 competitive projects.

The LSSP includes the following required elements: (1) signal synchronization goals, policies, and objectives; (2) traffic signal synchronization street routes; (3) traffic signal inventory; (4) three-year capital, operations, and maintenance plan of the traffic signal synchronization system; and (5) signal synchronization review, revision, and assessment of synchronization activities along completed traffic signal synchronization street routes since 2023.

Within the LSSP, the City has indicated priority projects, including Chapman Avenue from Lewis Street to Jamboree Road. It is anticipated that the City of Orange will partner with adjacent cities and Caltrans to submit applications for competitive Measure M2 funding when made available through OCTA
Pavement Management Program
Biennially, the City of Orange performs updates of its PMP for street maintenance as well as complying with OCTA’sM2 Program. The City’sconsultant, Bucknam Infrastructure Group, Inc., has recently completed the 2026 PMP update. In summary, the City has a street system that is in an City of Orange Printed on 6/18/2026Page 2 of 3
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recently completed the 2026 PMP update. In summary, the City has a street system that is in an overall “Good”condition with a network average (weighted by area) PCI of 80.7. Approximately 73.2 percent (by area) of the network is in the “Good”and “VeryGood”condition categories, 25.8 percent in the “Fair”to “Poor”condition and 1.0 percent within the “Very Poor” condition. Based on the pavement conditions, the City has met OCTA’srequirements for receiving a ten percent reduction in the local matching fund by maintaining the PCI above 75. Staff recommend adoption of Resolution 11693 and acceptance of the updated PMP.

Seven-Year Capital Improvement Program
The City’s Measure M2 Seven-Year CIP for Fiscal Years 2026-2027 through 2032-2033 is a transportation planning and fiscal forecasting document that is utilized to navigate programming for existing and future capital improvement projects. The Measure M2 Seven-Year CIP includes anticipated funding that may not yet be included in the City’sproposed CIP for Fiscal Year 2026- 2027.

While the annual submittal of the City’sMeasure M2 CIP does not commit the City to fund identified improvements, projects must be included in the Seven-Year CIP to be eligible to receive M2 funding.

Additionally, four CIP projects were approved by the Orange City Council on June 9, 2026. These projects use M2 funding and must therefore be approved as part of an amendment request to the Measure M2 Seven-Year CIP for Fiscal Year 2025-2026 through 2031-2032. These projects are:

Project Number 265125 - Flashing Beacon Installation at Four School Crossings Project Number 265126 - HSIP Bike Lane Enhancements
Project Number 265127 - Signal Head Indication Upgrades Project Number 265128 - Edgeline Striping Installation at Various Locations

7. ATTACHMENTS
· Attachment 1 - Resolution No. 11693
· Attachment 2 - Resolution No. 11704
· Attachment 3 - Local Signal Synchronization Plan Update · Attachment 4 - Pavement Management Plan Report
· Attachment 5 - M2 Seven-Year CIP for FY 2026-2027 through 2032-2033 · Attachment 6 - Supplemental Project Listing for M2 Seven-Year CIP for FY 2025-2026 through 2031-2032
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Agenda Item
Orange City Council
Item #: 3.11. 6/23/2026 File #: 26-0358
TO: Honorable Mayor and Members of the City Council
THRU: Jarad Hildenbrand, City Manager
FROM: Christopher Cash, Public Works Director

3. RECOMMENDED ACTION

1. Adopt Resolution No. 11693. A Resolution of the City Council of the City of Orange concerning the status and update of the Pavement Management Program for the Measure M (M2) Program.

2. Adopt Resolution No. 11704. A Resolution of the City Council of the City of Orange concerning the update of the Local Signal Synchronization Plan for the Measure M (M2) Program.

3. Approve the Measure M2 Seven-Year Capital Improvement Program for Fiscal Year 2026- 2027 through 2032-2033 to comply with Measure M2 eligibility criteria.

4. Approve the addition of the following Council approved CIP projects to the Measure M2 Seven -Year Capital Improvement Program for Fiscal Year 2025-2026 through 2031-2032:

Project Number 265125 - Flashing Beacon Installation at Four School Crossings Project Number 265126 - HSIP Bike Lane Enhancements
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Project Number 265127 - Signal Head Indication Upgrades Project Number 265128 - Edgeline Striping Installation at Various Locations

5. Authorize staff to submit M2 eligibility documentation to the Orange County Transportation Authority.

4. FISCAL IMPACT
None.

5. STRATEGIC PLAN GOALS
Goal 5: Improve Infrastructure, Mobility, and Technology.

Within the LSSP, the City has indicated priority projects, including Chapman Avenue from Lewis Street to Jamboree Road. It is anticipated that the City of Orange will partner with adjacent cities and Caltrans to submit applications for competitive Measure M2 funding when made available through OCTA
Pavement Management Program
Biennially, the City of Orange performs updates of its PMP for street maintenance as well as complying with OCTA’sM2 Program. The City’sconsultant, Bucknam Infrastructure Group, Inc., has recently completed the 2026 PMP update. In summary, the City has a street system that is in an City of Orange Printed on 6/18/2026Page 2 of 3
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recently completed the 2026 PMP update. In summary, the City has a street system that is in an overall “Good”condition with a network average (weighted by area) PCI of 80.7. Approximately 73.2 percent (by area) of the network is in the “Good”and “VeryGood”condition categories, 25.8 percent in the “Fair”to “Poor”condition and 1.0 percent within the “Very Poor” condition. Based on the pavement conditions, the City has met OCTA’srequirements for receiving a ten percent reduction in the local matching fund by maintaining the PCI above 75. Staff recommend adoption of Resolution 11693 and acceptance of the updated PMP.

A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF ORANGE CONCERNING THE UPDATE OF

THE LOCAL SIGNAL SYNCHRONIZATION PLAN
FOR THE MEASURE M (M2) PROGRAM

WHEREAS, the Orange County Transportation Authority has developed the Regional Traffic Signal Synchronization Master Plan to identify traffic signal synchronization street routes and traffic signals within and across jurisdictional boundaries, and defines the means of implementing the Regional Traffic Signal Synchronization Program; and

WHEREAS, the Regional Traffic Signal Synchronization Program requires that local jurisdictions adopt a Local Signal Synchronization Plan consistent with the Regional Traffic Signal Synchronization Master Plan as a key component of local jurisdictions’ efforts to sy nchronizing traffic signals across local jurisdictions’ boundaries; and

WHEREAS, the Local Signal Synchronization Plan must be updated by June 30, 2026 to continue to be eligible to receive Net Revenues as part of Measure M2.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Orange, does hereby inform OCTA that:

a) The City/County adopts and maintains a Local Signal Synchronization Plan which includes goals that are consistent with those outlined as part of the Regional Signal Synchronization Master Plan, including signal synchronization across jurisdictions.

b) The Local Signal Synchronization Plan identifies traffic signal synchronization street routes, including all elements of the Regional Signal Synchronization Network located within the City/County.

c) The Local Signal Synchronization Plan includes the traffic signal inventory for all traffic signal synchronization street routes.

d) The Local Signal Synchronization Plan includes a three -year plan showing capital, operations, and maintenance of signal synchronization along the traffic signal synchronization street routes and traffic signals.

e) The Local Signal Synchronization Plan includes an update on the status and performance of traffic signal synchronization activities.

f) The Local Signal Synchronization Plan includes a discussion on the review and revision, as may be necessary, on the timing of traffic signals on the traffic signal synchronization street routes.

243
2 ADOPTED this day of , 2026

Daniel R. Slater, Mayor, City of Orange

ATTEST:

Pamela Coleman, City Clerk, City of Orange

APPROVED AS TO FORM:

Nathalie Adourian, City Attorney, City of Orange

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.

CITY OF ORANGE )

I, PAMELA COLEMAN, City Clerk of the City of Orange, California, do hereby certify that the foregoing Resolution was duly and regularly adopted by the City Council of the City of Orange at a regular meeting thereof held on the day of , 202 6 by the following vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

Pamela Coleman, City Clerk, City of Orange

244
RESOLUTION NO. 11693

A R ESOLUTION OF THE CITY C OUNCIL OF

THE CITY OF ORANGE CONCERNING THE

STATUS AND UPDATE OF THE PAVEMENT

MANAGEMENT PLAN FOR THE MEASURE M
(M2) PROGRAM.

WHEREAS, the City, as a local jurisdiction, is required to meet eligibility requirements and submit eligibility verification packages to Orange County Transportation Authority (OCTA) in order to remain eligible to receive M2 funds; and

WHEREAS, on a biennial basis, the City is required to adopt and update a Pavement Management Plan (PMP), using the required format, regarding the s tatus of road pavement conditions and implementation of the PMP; and

WHEREAS, the City is required to provide a plan that manages the preservation, rehabilitation, and maintenance of paved roads by analyzing pavement life cycles, assessing overall system performance costs, and determining alternative strategies and costs necessary to improve paved roads.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Orange hereby informs OCTA that:

a) The City hereby adopts a PMP.

b) The PMP is in conformance with the PMP Submittal Template provided in the Countywide Pavement Management Plan Guidelines.

c) The City has provided an updated PMP report, using the required format, to OCTA.

d) The Public Works Director, City Engineer or designee is authorized to sign the PMP certification form.

ADOPTED this day of , 2026.

Daniel R. Slater, Mayor, City of Orange

ATTEST:

Pamela Coleman, City Clerk, City of Orange
245
2 APPROVED AS TO FORM:

Nathalie Adourian, City Attorney,
City of Orange

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.

CITY OF ORANGE )

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

Pamela Coleman, City Clerk, City of Orange

246
June 4, 2026
Submitted to:

Submitted by:
2026 Local
Signal
Synchronization
Plan Update
247
248
249
2026 Local Signal Synchronization Plan Update

LOCAL SIGNAL SYNCHRONIZATION PLAN
250
2026 Local Signal Synchronization Plan Update

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Section 1
Traffic Signal Synchronization Goals, Policies, and Objectives

The City of Orange's Local Signal Synchronization Plan is a step towards the implementation of the City's General Plan Circulation Element Goal to provide safe, efficient, and comprehensive circulation system that serves local needs, forecasted demands, and sustains quality of life. The Local Signal Synchronization Plan addresses both local and regional circulation needs.

The Local Signal Synchronization Plan is recognized by the City to be a valuable measure in maintaining an effective and efficient circulation system. Towards this end, the City has carried out and continues to implement and support synchronization related projects in collaboration with neighboring cities and agencies.

The City has allocated resources and efforts in the management, operations, and maintenance of its traffic signal system in keeping with the Local Signal Synchronization Plan. The following is a description of the City's efforts in implementing the Plan:

A. Completed Inter-Jurisdictional Signal Coordination Projects • Main Street RTSSP
• Katella Avenue RTSSP
• Garden Grove Boulevard RTSSP
• Santiago Boulevard

B. Current Inter-Jurisdictional Signal Coordination Projects •
Kraemer Blvd/Glassell St/Grand Ave RTSSP - PI Phase ongoing • Ball Road/Taft Avenue RTSSP - PI Phase ongoing
• Tustin Street/Rose Drive RTSSP - PI Phase completed, O&M Phase ongoing • State College Blvd/The City Dr RTSSP - PI Phase ongoing

C. Planned/Future Inter-Jurisdictional Signal Coordination Projects • Lincoln Avenue
• Chapman Avenue
• Orangewood Avenue
• Santiago Canyon Boulevard/Wanda Road (New Corridor)

D. Existing Synchronization Infrastructure
• The City of Orange Traffic Management Center (TMC) facility is an additional tool to effectively manage traffic. The TMC is capable of managing multi-jurisdictional interlinks with neighboring cities to allow direct communications with each respective systems. This supports the full implementation of the Regional Traffic Signal Synchronization Network. 251
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The City, through the RTSSP, has renovated the TMC with a new video wall, appurtenant hardware, and upgraded to the Centracs Advanced Traffic Management System platform in order to effectively utilize the TMC functions.

• To date, the City has the following synchronized major arterials namely:
- Tustin Street between Fairhaven Avenue and Santa Ana Canyon Road - Lincoln Avenue between Batavia Street and East City Limit - Katella Avenue between West City Limit (Struck Avenue) and Jamboree Road - Chapman Avenue between Lewis Street and Cliffway Drive - State College Boulevard/The City Drive between Garden Grove Boulevard and Orangewood Avenue
- Newport Boulevard between Canyon View Avenue and Santiago Canyon Road - Taft Avenue between Main Street and Tustin Street
- Glassell Street between Riverdale Avenue and SR-22 westbound ramp - Orangewood Avenue between Eckhoff Street and Batavia Street The traffic signals along these corridors are equipped with the necessary infrastructure and communication systems to effect synchronization.

• New Corridor
- Santiago Boulevard/Wanda Road between Lincoln Avenue and Collins Avenue is categorized as a City Controlled System (Local Route). The corridor is heavily utilized as motorists utilize the arterial to bypass the SR-55 freeway.

E. Locally Funded Arterial Synchronization
• At this time, there are no planned locally funded arterials to be synchronized.

F. Regional Traffic Signal Synchronization Master Plan
• The City of Orange is committed and in full support of the Regional Traffic Signal Synchronization Ma ster Plan. There were no candidate synchronization corridors currently identified for the 2026 CTFP Call for Projects. Participation is planned for city corridors on future calls.
• The City has taken the initiative with its own synchronization efforts and will continue to participate and source funding opportunities to realize full regional synchronization.

G. Resource Allocation
• The City of Orange allocates funds both in its Capital Improvement Program and Operating Budget towards efforts in the implementation of local and regional synchronization projects and programs.
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• The City of Orange operates and maintains its own traffic signal network which is the responsibility of the Traffic Division under the Public Works Department. The Traffic Division's Operations Section is responsible for the routine preventive maintenance and associated operations of the traffic signal equipment, infrastructure, and appurtenances. • Staff is allocated to perform Engineering and Traffic Survey for data collection relative to signal synchronization. The data collection includes traffic volume studies, directional counts, and travel-time and delay studies.
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Section 2
Traffic Signal Synchronization Street Routes
(Existing and Planned)
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Section 3
Traffic Control Inventory

The City of Orange's signal equipment inventory is presented in the following pages.

255
Updated 4/5/2023 by J. Rocha
AM MID PM WKND Left Right Other Cabinet Type Software Detection Bike Detection CCTV Power
Backup Comm Other ITS ATMS Status
Chapman Avenue Lewis 130 130 130 130 Orange Protected Permissive Other P (TS2 Type 2) Cobalt Other Loops No N/A BBS Fiber Manchester 130 130 130 130 Orange Protected Prot/Overlap Other P (TS2 Type 1) Cobalt Other Loops No N/A BBS Fiber City Drive 130 130 130 130 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt Other Video No Cohu BBS Fiber 5 Freeway 90 90 90 90 Caltrans 170/170E
Rampart 90 90 90 90 Caltrans 170/170E
Renaissance 90 90 90 90 Caltrans 170/170E
57 On/Off Ramp 90 90 90 90 Caltrans 170/170E
57 On/Off Ramp 90 90 90 90 Caltrans 170/170E
Flower 130 130 130 130 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Feldner 130 130 130 130 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Main 130 130 130 130 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Batavia 130 130 130 130 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Lemon 70 70 70 70 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Grand 70 70 70 70 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Shaffer 70 70 70 70 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Cambridge 70 70 70 70 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Tustin 130 130 140 130 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber 55 Off Ramp 90 90 90 90 Caltrans 170/170E
55 On Ramp 90 90 90 90 Caltrans 170/170E
Yorba 130 120 140 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Malena 130 120 140 120 Orange Protected Permissive Other P (TS1) Cobalt ASC/3 Loops No N/A BBS Fiber Prospect 130 120 140 120 Orange Protected Prot/Overlap Other P (TS1) Cobalt ASC/3 Loops No Cohu BBS Fiber James 130 120 140 120 Orange Permissive Permissive Other P (TS2 Type 1) Cobalt ASC/3 Loops No Cohu BBS Fiber Esplanade 130 120 140 120 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Hewes 130 120 140 120 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Rancho Santiago 130 120 140 120 Orange Protected Permissive Other P (TS1) Cobalt ASC/3 Loops No N/A BBS Fiber Cannon 130 120 140 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Canyon View 130 120 140 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops Yes Cohu BBS Fiber Cliffway 65 120 70 120 Orange Protected Permissive Other P (TS1) Cobalt ASC/3 Loops No N/A BBS Wireless Orange Park Blvd FREE FREE FREE FREE Orange Protected Permissive Other P (TS1) ASC/3 ASC/3 Loops No N/A N/A Other Newport 135 135 135 135 Orange Protected Prot/Overlap Other P (TS1) ASC/3 ASC/3 Loops No Cohu BBS Copper Trails End FREE FREE FREE FREE Orange Protected Prot/Overlap Other P (TS1) ASC/3 ASC/3 Loops Yes N/A BBS Copper Shopping Center FREE FREE FREE FREE Orange Protected Permissive Other P (TS2 Type 2) ASC/3 ASC/3 Loops Yes Cohu BBS Copper Jamboree 145 145 145 145 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Video Yes Cohu BBS Copper Katella Ave Struck 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Stadium Promenade 130 140 140 140 Orange Protected Permissive Other P (TS1) Cobalt ASC/3 Video No N/A BBS Fiber Main 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Batavia 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video No N/A BBS Fiber Home Depot 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Glassell 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Shaffer 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Cambridge 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video No N/A BBS Fiber California 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Tustin 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Traffic Synchronization Inventory
City of Orange
Cycle Length Operations Equipment
Corridor Cross Street Intersection Maintenance
Responsibility
Changes shown in green. Table Page 1 of 4
256
Updated 4/5/2023 by J. Rocha
AM MID PM WKND Left Right Other Cabinet Type Software Detection Bike Detection CCTV Power
Backup Comm Other ITS ATMS Status
Traffic Synchronization Inventory
City of Orange
Cycle Length Operations Equipment
Corridor Cross Street Intersection Maintenance
Responsibility
Katella Ave (Cont) 55 Freeway On Ramp 130 140 140 140 Caltrans 170/170E 55 Freeway Off Ramp 130 140 140 140 Caltrans 170/170E
Handy 130 105 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video No N/A BBS Wireless Wanda 130 105 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No N/A BBS Wireless Katella/Villa Park Road Center 130 105 140 140 Villa Park Other Lemon 130 105 140 140 Villa Park Other
Katella/Santiago Canyon Road Hewes 90 90 90 90 County ASC/3 Cannon 130 105 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops Yes Cohu BBS Wireless Orange Park 139 139 139 139 Orange Protected Perm/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops Yes N/A BBS Cellular Windes 100 100 100 100 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops Yes N/A BBS Other Holy Sepulcher 124 124 124 124 Orange Protected Protected Other P (TS2 Type 2) Cobalt ASC/3 Loops Yes N/A BBS Wireless Newport 140 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops Yes Cohu BBS Copper Jamboree 138 138 138 138 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video Yes Cohu BBS Copper Tustin Street Santa Ana Road FREE FREE FREE FREE Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops Yes N/A BBS GPS Wireless 55 Off Ramp FREE FREE FREE FREE Caltrans 170/170E
Lincoln 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Wireless 55 SB On Ramp 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video No N/A BBS Fiber Heim 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Village Town Center 65 70 140 70 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Village Way 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Meats 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Briardale 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Taft 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Van Owen 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Katella 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Quincy 130 140 140 140 Orange Protected Protected Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A N/A Fiber Collins 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Mayfair 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Walnut 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Palm 130 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Chapman 140 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Radar No Cohu BBS Fiber Palmyra 140 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber La Veta 140 130 140 140 Orange Protected Prot/Overlap Other P (TS1) Cobalt ASC/3 Video No Cohu BBS Fiber 22 Freeway On Ramp 70 65 70 70 Caltrans 170/170E
22 Freeway Off Ramp 140 130 140 140 Caltrans 170/170E
Fairhaven 140 130 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Lincoln Avenue Batavia 120 120 120 120 County ASC/3
Glassell 120 120 120 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Loops No Cohu BBS Wireless Orange Olive 120 120 120 120 Orange Protected Permissive Other P (TS2 Type 2) ASC/3 ASC/3 Loops No Cohu BBS Wireless Canal 80 120 120 120 Orange Protected Permissive Other P (TS1) ASC/3 ASC/3 Loops No N/A N/A Copper Tustin 130 130 140 130 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Video No Cohu BBS Fiber Changes shown in green. Table Page 2 of 4
257
Updated 4/5/2023 by J. Rocha
AM MID PM WKND Left Right Other Cabinet Type Software Detection Bike Detection CCTV Power
Backup Comm Other ITS ATMS Status
Traffic Synchronization Inventory
City of Orange
Cycle Length Operations Equipment
Corridor Cross Street Intersection Maintenance
Responsibility
Taft Avenue Main 110 110 110 110 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video Yes N/A BBS Wireless Batavia 110 110 110 110 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video Yes N/A BBS Wireless Glassell 140 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video/Loops Yes Cohu BBS Wireless Shaffer 110 110 110 110 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video/Loops Yes N/A N/A Fiber Wireless Adv Loops Cambridge 110 110 110 110 Orange Permissive Permissive Other P (TS1) Cobalt ASC/3 Video/Loops Yes N/A BBS Fiber Adv Loops Tustin 130 130 140 130 Orange Protected Permissive Other P (TS1) Cobalt ASC/3 Video/Loops No N/A BBS Fiber Wireless Adv Loops Glassell Street Riverdale 120 120 120 120 Orange Protected Permissive Other M Cobalt ASC/3 Loops No N/A N/A Fiber Richland 120 120 120 120 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Lincoln 120 120 120 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video Yes Cohu BBS Fiber Wireless Fletcher 95 95 95 95 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video Yes N/A BBS Fiber Wireless Meats 67 67 67 67 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video/Loops No N/A BBS Fiber Wireless Adv Loops Grove 60 60 60 60 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A N/A Fiber Taft 140 140 140 140 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Wireless Katella 120 120 120 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video/Loops No Cohu BBS Fiber Wireless Adv Loops Adams 90 90 90 90 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Wireless Collins 95 95 95 95 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video/Loops No N/A BBS Fiber Wireless Adv Loops Walnut 54 54 54 54 Orange Permissive Permissive Other M Cobalt ASC/3 Video Yes N/A N/A Fiber Wireless Sycamore 70 70 70 70 Orange Permissive Permissive Other P (TS1) Cobalt ASC/3 Video Yes N/A N/A Fiber Wireless Palm 90 90 90 90 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video Yes Cohu BBS Fiber Wireless La Veta 135 135 135 135 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video Yes Axis BBS Fiber Wireless 22 On/Off Ramp 120 120 120 120 Caltrans 2070
22 On/Off Ramp 120 120 120 120 Caltrans 2070
Newport Boulevard Santiago Canyon Road 140 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Loops Yes Cohu BBS Copper Chapman 135 135 135 135 Orange Protected Prot/Overlap Other P (TS1) ASC/3 ASC/3 Loops Yes Cohu BBS Copper White Oak 100 113 100 113 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Loops Yes N/A BBS Copper Canyon View 100 89 100 89 Orange Protected Permissive Other P (TS2 Type 2) ASC/3 ASC/3 Loops Yes Cohu BBS Fiber The City Drive Orangewood 120 120 120 120 Anaheim 170/170E 5 Freeway On/Off (NB) 90 90 90 90 Caltrans 170/170E
5 Freeway On/Off (SB) 90 90 90 90 Caltrans 170/170E
Chapman 130 130 130 130 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Video No Cohu BBS Fiber Medical Center Drive 130 130 130 120 Orange Protected Prot/Overlap Other P (TS1) ASC/3 ASC/3 Loops No N/A BBS Fiber Dawn Way 130 130 130 120 Orange Protected Prot/Overlap Other P (TS1) ASC/3 ASC/3 Loops No N/A BBS Fiber Justice 130 130 130 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Loops No N/A BBS Fiber Entertainment 130 130 130 120 Orange Protected Prot/Overlap Other P (TS1) ASC/3 ASC/3 Loops No N/A BBS Fiber Metropolitan 130 130 130 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Loops No N/A BBS Fiber 22 Freeway Off Ramp 130 130 130 120 Caltrans 170/170E
Garden Grove 130 130 130 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) ASC/3 ASC/3 Loops No Cohu BBS Fiber Orangewood Eckhoff 120 120 120 120 Orange Protected Prot/Overlap Other P (TS1) ASC/3 ASC/3 Loops No N/A BBS Wireless Poplar 60 60 120 60 Orange Protected Permissive Other P (TS2 Type 2) ASC/3 ASC/3 Loops No N/A BBS Wireless Main Street 120 120 120 120 Orange Protected Protected Other P (TS2 Type 2) ASC/3 ASC/3 Loops No Cohu BBS Fiber Batavia 60 60 60 60 Orange Permissive Permissive Other P (TS2 Type 2) ASC/3 ASC/3 Loops No N/A BBS Wireless Changes shown in green. Table Page 3 of 4
258
Updated 4/5/2023 by J. Rocha
AM MID PM WKND Left Right Other Cabinet Type Software Detection Bike Detection CCTV Power
Backup Comm Other ITS ATMS Status
Traffic Synchronization Inventory
City of Orange
Cycle Length Operations Equipment
Corridor Cross Street Intersection Maintenance
Responsibility
Main Street Taft 110 110 110 110 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Wireless Katella 130 140 140 140 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Struck 120 120 120 120 Orange Permissive Permissive Other P (TS2 Type 1) Cobalt ASC/3 Loops No N/A BBS Fiber Collins 120 120 120 120 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Walnut 120 120 120 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Loops No Cohu BBS Fiber Palm 120 120 120 120 Orange Permissive Permissive Other P (TS2 Type 2) Cobalt ASC/3 Video No N/A BBS Fiber Chapman 130 130 130 130 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber Almond 120 120 120 120 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Palmyra 120 120 120 120 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber Culver 120 120 120 120 Orange Protected Permissive Other P (TS2 Type 2) Cobalt ASC/3 Loops No N/A BBS Fiber La Veta 120 120 120 120 Orange Protected Prot/Overlap Other P (TS2 Type 2) Cobalt ASC/3 Video No Cohu BBS Fiber CHOC 120 120 120 120 Orange Protected Protected Other P (TS2 Type 2) Cobalt ASC/3 Video No N/A BBS Fiber Changes shown in green. Table Page 4 of 4
259
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City of Orange System:

Central System: Econolite CENTRACS
Controller Operating System: ASC/3 and Cobalt Controller Software

Caltrans System:

Model 2070 Controller (Local): TSCP Program
Field Master Model 2070 Controller: GPS + TRFM Program
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Section 4
Traffic Signal Synchronization System
and Three-Year Plan

3-YEAR OUTLOOK

TRAFFIC SIGNAL SYNCHRONIZATION

Funding Needs for Synchronized Operation (Constrained)

Reporting Jurisdiction Expenditures: City of Orange__

Type of Traffic Signal Synchronization Expenditures in Year of Expenditure Dollars

MAINTENANCE
PROJECT FY26/27 FY27/28 FY28/29 TOTAL
Communication and Software Maintenance $ 25,300 $ 25,300 $ 25,300 $ 75,900 TMC Software Upgrade & Maintenance $ 13,200 $ 13,200 $ 13,200 $ 39,600 Traffic Signal Maintenance on Synchronized
Routes (excluding staff time) $ 55,000 $ 55,000 $ 55,000 $ 165,000 Traffic Signal Utility Cost (Electricity) $ 132,000 $ 132,000 $ 132,000 $ 396,000 Signal Equipment Upgrade $ 55,000 $ 55,000 $ 55,000 $ 165,000 Subtotal Maintenance: $ 231,000 $ 231,000 $ 231,000 $ 693,000

CONSTRUCTION
PROJECT FY26/27 FY27/28 FY28/29 TOTAL
Ball Road-Taft Ave RTSSP $ 286,000 $ - $ - $ 286,000
Kraemer Blvd/Glassell St/Grand Ave RTSSP $ 1,543,450 $ - $ - $ 1,543,450 State College Blvd/The City Dr RTSSP $ 864,306 $ - $ - $ 864,306 Subtotal Construction: $ 2,693,756 $ - $ - $ 2,693,756

OPERATIONS
PROJECT FY26/27 FY27/28 FY28/29 TOTAL
Ball Road-Taft Ave RTSSP $ 4,800 $ 16,200 $ - $ 21,000
Kraemer Blvd/Glassell St/Grand Ave RTSSP $ 12,600 $ 37,800 $ - $ 50,400 State College Blvd/The City Dr RTSSP $ 15,950 $ 47,850 $ - $ 63,800 Biennial City Traffic Signal Synchronization $ - $ 95,000 $ - $ 95,000 Subtotal Operations: $ 33,350 $ 196,850 $ - $ 230,200

Grand Total: $ 2,958,106 $ 427,850 $ 231,000 $ 3,616,956

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3-YEAR OUTLOOK

TRAFFIC SIGNAL SYNCHRONIZATION

Funding Needs for Synchronized Operation (Unconstrained)

Reporting Jurisdiction Expenditures: City of Orange__

Type of Traffic Signal Synchronization Expenditures in Year of Expenditure Dollars

MAINTENANCE
PROJECT FY26/27 FY27/28 FY28/29 TOTAL
Communication and Software Maintenance $ 38,500 $ 38,500 $ 38,500 $ 115,500 TMC Software Upgrade & Maintenance $ 22,000 $ 22,000 $ 22,000 $ 66,000 Traffic Signal Maintenance on Synchronized
Routes (excluding staff time) $ 82,500 $ 82,500 $ 82,500 $ 247,500 Traffic Signal Utility Cost (Electricity) $ 132,000 $ 132,000 $ 132,000 $ 396,000 Signal Equipment Upgrade $ 71,500 $ 71,500 $ 71,500 $ 214,500 Subtotal Maintenance: $ 346,500 $ 346,500 $ 346,500 $ 1,039,500

CONSTRUCTION

PROJECT FY26/27 FY27/28 FY28/29 TOTAL
Ball Road-Taft Ave RTSSP $ 286,000 $ - $ - $ 286,000
Kraemer Blvd/Glassell St/Grand Ave RTSSP $1,543,450 $ - $ - $ 1,543,450 State College Blvd/The City Dr RTSSP $ 864,306 $ - $ - $ 864,306 Lincoln Avenue $ - $ 631,050 $ - $ 631,050
Chapman Avenue $ - $ 3,065,100 $ - $ 3,065,100
Orangewood Avenue $ - $ - $ 540,900 $ 540,900
Santiago Boulevard/Wanda Road $ - $ - $ 991,650 $ 991,650 Subtotal Construction: $ 2,693,756 $ 3,696,150 $ 1,532,550 $ 7,922,456

OPERATIONS

PROJECT FY26/27 FY27/28 FY28/29 TOTAL
Ball Road-Taft Ave RTSSP $ 4,800 $ 16,200 $ - $ 21,000
Kraemer Blvd/Glassell St/Grand Ave RTSSP $ 12,600 $ 37,800 $ - $ 50,400 State College Blvd/The City Dr RTSSP $ 15,950 $ 47,850 $ - $ 63,800 Biennial City Traffic Signal Synchronization $ - $ 95,000 $ - $ 95,000 Lincoln Avenue $ - $ - $ 12,600 $ 12,600
Chapman Avenue $ - $ - $ 61,200 $ 61,200
Orangewood Avenue $ - $ - $ - $ -
Santiago Boulevard/Wanda Road $ - $ - $ - $ -
Subtotal Operations: $ 33,350 $ 196,850 $ 73,800 $ 304,000

Grand Total: $ 3,073,606 $ 4,239,500 $ 1,952,850 $ 9,265,956 262
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L
SSP IMPLEMENTATION – CANDIDATE SIGNAL SYNCHRONIZATION PROJECTS WITH

ESTIMATED COSTS TO COMPLETE PLANNED NETWORK
R
eporting Jurisdiction Expenditures: City of Orange__

CORRIDOR IMPROVEMENT SUMMARY ESTIMATED COST
Lincoln Avenue
(Batavia Street to East City
Limit)
Install fiber optics and communication
equipment, replace controllers, cabinets,
vehicle detection, EVP, Ethernet switches and
CCTV cameras (47 Total Intersections - 7 City of
Orange intersections)
$ 4,406,250
Chapman Avenue
(Lewis Street to Jamboree
Road)
Install fiber optics and communication
equipment, replace controllers, cabinets,
vehicle detection, EVP, Ethernet switches and
CCTV cameras (58 Total Intersections - 34 City
of Orange intersections)
$ 5,437,500
Orangewood Avenue
(Harbor Boulevard to
Batavia Street)
Install fiber optics and communication
equipment, replace controllers, cabinets,
vehicle detection, EVP, Ethernet switches and
CCTV cameras (15 Total Intersections - 6 City of
Orange intersections)
$ 1,406,250
Santiago Boulevard/
Wanda Road (Lincoln
Avenue to Collins Avenue
Install fiber optics and communication
equipment, replace controllers, cabinets,
vehicle detection, EVP, Ethernet switches and
CCTV cameras (Total of 11 City of Orange
Intersections)
$ 1,031,250
T otal Estimated Cost: $ 12,281,250
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Section 5
Traffic Signal Synchronization Assessment Review
and Update of Traffic Signal Timing

Significant timing plan updates and projects completed
FY 2023/2024 through 2025/2026

The City of Orange is committed to maintain efficient traffic flow throughout the City’s arterials. To achieve this, the City will continue to upgrade and maintain the traffic signal system and signal timing synchronization. The City will also participate in inter- jurisdictional synchronization projects with neighboring agencies.

OCTA has established the Corridor Synchronization Performance Index (CSPI) to measure the corridor performance. The components of the CSPI are travel time and stop reduction, average speed and gas savings. The City has participated in signal synchronization programs in coordination with OCTA and other neighboring agencies for a number of arterials in the past three years. The Tustin Avenue-Rose Drive RTSSP Corridor is currently in the monitoring stages and the project will be completed in July 2026.

The implemented projects showed performance improvements in all categories of travel time reduction, stop reduction, increase green to red signal ratio, and decreased stops per mile as indicated on the final report for the corridor synchronization as shown on the attached CSPI map. The CSPI map is from 2023 , and OCTA is currently working on a new CSPI assessment via the OCTA Countywide Baseline project. An updated CSPI map will be included in the next LSSP update.

The City of Orange has allocated funds, staffing, and invested in traffic signal infrastructure as part of its strategy for sustaining its traffic signal synchronization efforts including update of timing plans on a periodic basis for years to come. To this end, the City’s Traffic Division has a count program to update traffic volumes for the biennial traffic flow map. The City will also retain the services of traffic engineering firms to perform signal timing tasks both for local and inter-jurisdictional synchronization projects as the need arises.

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Tustin St is Tier II based on the Tustin/Rose RTSSP Project 265
2026 Local Signal Synchronization Plan Update

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Traffic Signal Synchronization

Assessment, Review and Revisions
(2023 – 2026)

Local
Agency
Corridor
Timing
Reviewed
(Past 3
years)
Did
timing
require
updates
Peak
Period

TIMING UPDATE RESULTS
Average Speed
(mph) Stops/Mile Greens/Red CSPI Score/Tier
Before After Before After Before After Before After Tustin St/
Rose Dr
RTSSP
Yes Yes
AM NB 24.0 24.5 1.4 1.3 2.2 2.5 65.2/3 69.2/3
SB 19.4 23.5 1.8 1.3 1.6 2.8 49.3/5 70.5/2
MD NB 24.4 26.5 1.3 0.9 2.2 3.7 65.9/3 85.3/1
SB 24.0 29.1 1.5 0.8 1.9 4.3 61.6/3 94.5/1
PM NB 21.1 22.8 1.5 1.2 2.0 2.7 58.1/4 69.2/3
SB 17.6 24.3 25.7 28.8 16.1 23.9 59.4/4 77.0/2
SAT NB 26.1 27.3 1.2 0.9 2.6 4.0 72.3/2 89.1/1
SB 23.3 27.4 1.8 1.0 1.4 3.3 53.6/4 82.4/1
Average 79.7/2

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Signal Timing Revisions
(2023 – 2026)

PROJECT CORRIDOR

CROSS STREETS PEAK
PERIOD
CYCLE LENGTH (sec)
(Before/After)
Tustin Street / Rose Drive
RTSSP
Fairhaven Avenue AM 130/140
MD 110/130
PM 140/140
SAT 110/140
SR-22 EB Ramps/Seba Avenue AM 130/140
MD 110/130
PM 140/140
SAT 110/140
Sr-22 WB Ramp AM 65/70
MD 55/65
PM 140/70
SAT 55/70
La Veta Avenue/Rock Creek Drive AM 130/140
MD 110/130
PM 140/140
SAT 110/140
Palmyra Avenue AM 130/140
MD 110/140
PM 140/140
SAT 110/140
Chapman Avenue AM 130/140
MD 130/140
PM 140/140
SAT 130/140
Palm Avenue AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Walnut Avenue AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Mayfair Avenue AM 130/130
MD FREE/140
PM 140/140
SAT 130/140
Collins Avenue AM 130/130
MD 130/140
PM 140/140
SAT 130/140
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Signal Timing Revisions
(2023 – 2026)

PROJECT CORRIDOR

CROSS STREETS PEAK
PERIOD
CYCLE LENGTH (sec)
(Before/After)
Tustin Street / Rose Drive
RTSSP (Cont.)
Quincy Avenue AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Katella Avenue AM 130/130
MD 130/140
PM 130/140
SAT 130/140
Van Owen Avenue/Toyota Way AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Taft Avenue AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Taft Avenue/Briardale Avenue AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Meats Avenue AM 130/130
MD 130/140
PM 140/140
SAT 130/140
East Village Way AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Village Town Center AM 65/65
MD 65/70
PM 140/140
SAT 130/70
Heim Avenue AM 130/130
MD 130/140
PM 140/140
SAT 130/140
SR-55 SB On Ramp AM 130/130
MD 130/140
PM 140/140
SAT 130/140
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Signal Timing Revisions
(2023 – 2026)

PROJECT CORRIDOR

CROSS STREETS PEAK
PERIOD
CYCLE LENGTH (sec)
(Before/After)
Tustin Street / Rose Drive
RTSSP (Cont.)
Lincoln Avenue/Nohl Ranch Road AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Santiago Boulevard at Nohl Ranch
Road
AM 130/130
MD 130/140
PM 140/140
SAT 130/140
Santiago Boulevard at SR -55 NB
Ramp/Vista Park
AM 130/130
MD 130/140
PM 140/140
SAT 130/105
SR-55 SB Off Ramp AM 65/FREE
MD 60/FREE
PM 65/FREE
SAT 60/FREE
Santa Ana Canyon Road AM FREE/FREE

MD FREE/FREE

PM FREE/FREE

SAT FREE/FREE

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FINAL REPORT

UPDATE OF

PAVEMENT MANAGEMENT PROGRAM
(Citywide)

2026-2033

Submitted to:

City of Orange, CA

June 3, 2026

100-21
270

June 3, 2026

Mr. Dien Vu, P.E.

Senior Civil Engineer
City of Orange
300 E. Chapman Avenue
Orange, CA 92866

Subject: City of Orange – OCTA Pavement Management Compliance Report 2026

Dear Dien:

As part of the 2026 Update of the Pavement Management Plan (PMP) for the City of Orange , Bucknam Infrastructure Group, Inc. is pleased to submit the PMP reporting required by the Orange County Transportation Authority (OCTA). This data/report will be submitted to OCTA as part of the City’s required biennial PMP prior to June 30, 2026.

The information contained in this report was used to develop the recommended improvement program for the pavement network. The report covers the following categories:

• Pavement Management Plan Certification

• Pavement Management Plan that includes the following:

• Average Pavement Conditions For Each Segment in the Network (PCI Report) The Pavement Condition Index report shows the present condition of each street in the pavement network (MPAH and Locals) . In addition, the report shows the basic geometry of each street segment.

• Seven-year Projected PCI Under Existing Funding Levels This report identifies the projected PCI’s based on the local agencies current funding programs. This report details the PCI projects for the entire network, MPAH roadways and Local streets.

• Seven-year Plan for Road Maintenance and Rehabilitation - Forecast Maintenance & Rehabilitation (FMR) Report
The FMR Report projects the street maintenance activities required for the next seven years, broken down to show maintenance levels for recommended streets. This includes all scheduled projects provided by the City for fiscal years 2026 through 2032.

• Alternative Funding Levels
OCTA has requested two reports indicating the necessary funding to maintain the City’s current weighted average PCI as well as the necessary funding to improve the weighted average PCI by one PCI point over the next seven years.

• Backlog by Fiscal Year (re: unfunded restoration, rehabilitation and reconstruction)

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• Percentage of total network in each of the five condition categories based on centerline mileage

• Local Match Reduction Reporting

In order to be eligible for Local Match Reduction of 10%, the following must be submitted:

o Measurable improvement of paved road conditions during the previous reporting period defined as an overall weighted (by area) average system improvement of one PCI point.
o No reduction in the overall weighted (by area) average PCI in the MPAH or local street categories
or

o Have road pavement conditions, for the overall network, during the previous reporting period within the highest twenty (20%) of the scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75 or higher, otherwise defined as in “good condition”.

• GIS Digital Data

• Quality Assurance / Quality Control (QA/QC) Plan

• Pavement Management Data Files (electronic Orange.e70 file format)

• GIS Maps / Current Conditions

These reports will be submitted to the City of Orange as part of the biennial Pavement Management Plan that is due prior to June 30, 2026. These reports will be packaged in a way that it will be easy for staff to review.

All comments received from the City have been incorporated in the reports that follow. It has been a pleasure working with you and the City on updating your Pavement Management Plan. We look forward to the continued success of this project and future teamwork with City staff.

Sincerely,

Bucknam Infrastructure Group, Inc.

Peter J. Bucknam
Project Manager
Infrastructure Management – GIS Services
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AGENCY SUBMITTAL TABLE OF CONTENTS

I. Pavement Management Plan Certification.............................................................................. 2

II. Executive Summary ................................................................................................................. 3

III. Background (City of Orange) .................................................................................................... 4

IV. Current Pavement Conditions (PCI) ......................................................................................... 7

V. Projected Pavement Conditions (PCI) ...................................................................................... 8

VI. Alternative Funding Levels ....................................................................................................... 9 a. Maintain Existing Average Network PCI ................................................................ 9 b. Improve Average Network PCI ............................................................................... 9

VII. Current and Projected Backlog by Year of Pavement Maintenance Needs .......................... 10

VIII. Centerline Mileage ................................................................................................................. 10

IX. Percentage of Network in Each of Five Condition Categories Based on Centerline mileage 10

X. Reduction in M2 Local Match ................................................................................................ 11

XI. Appendix A – Seven-Year Road Maintenance and Rehabilitation Plan Based on Current or Expected Funding Level .............................................................................. 12

XII. Appendix B – Complete Street Listing Current Conditions .................................................... 13

XIII. Appendix C – GIS Digital Data ................................................................................................ 14

XIV. Appendix D – Quality Assurance / Quality Control Plan ........................................................ 16 • Introduction ......................................................................................................... 16 • Objectives ............................................................................................................ 16 • Structure of QA/QC Plan ...................................................................................... 16 • Condition Survey Procedures ............................................................................... 17 • Accuracy Required for Data Collection ................................................................ 18 • Random and Systematic Re-Inspections .............................................................. 18 • PCI Comparison with Past Surveys ....................................................................... 19 • Inspector Qualifications and Experience ............................................................. 19 • Safety Procedures ................................................................................................ 20

XV. Appendix E – Pavement Management Data Files ............................................................. 21

XVI. Appendix F – GIS Maps – Current Conditions ................................................................... 22

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CITY OF ORANGE PAVEMENT MANAGEMENT PLAN

- part of -

COUNTYWIDE PAVEMENT MANAGEMENT PLAN GUIDELINES
(OCTA Guideline – April, 2026)

Prepared by: Bucknam Infrastructure Group, Inc.

Submitted to OCTA: June 30, 2026

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I. Pavement Management Plan Certification

The City of Orange, CA certifies that it has a Pavement Management Plan in conformance with the criteria stated in the Orange County Transportation Authority Ordinance No. 3. This ordinance requires that a Pavement Management Plan be in place and maintained to qualify for allocation of revenues generated from renewed Measure M (M2).

The plan was developed by Bucknam Infrastructure Group, Inc. using MicroPAVER , a pavement management system conforming to American Society for Testing and Materials (ASTM) Standard D6433, and contains, at a minimum, the following elements:

• Inventory of MPAH and Local routes reviewed and updated biennially. The last update of the inventory was completed on April, 2026 for the Arterial (MPAH) and March, 2024 for the Local streets;
• Assessment of the pavement condition for all routes in the system, updated biennially. The last field review of the pavement condition was completed in May, 2026; • Percentage of all section of pavement needing:
o Preventive Maintenance = 31.1%;
o Rehabilitation = 25.8%;
o Reconstruction = 1.0%
• Budget needs for preventive maintenance, rehabilitation and/or reconstruction of deficient sections of pavement for:
o Current biennial period $19,710,400;
o following biennial period $20,805,300
• Funds budgeted or available for Preventive Maintenance, Rehabilitation and/or Reconstruction. o Current biennial period $18,000,000;
o following biennial period $18,000,000
• Backlog by year of unfunded rehabilitation, restoration and reconstruction needs (See page 10); • The Pavement Management Plan is consistent with countywide pavement condition assessment standards as described in the OCTA Countywide Pavement Management Plan Guidelines adopted by the OCTA Board of Directors.

*An electronic copy of the Pavement Management Plan ( with MicroPAVER or StreetSaver compatible files) has been or will be submitted with the certification statement. A copy of this certification is being provided to the Orange County Transportation Authority.

Submitted by:

__ ______City of Orange Name (Print) Jurisdiction

_____________________________ __________
Signed Date

_ City Engineer
Title
06/15/2026
Alan Truong
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II. EXECUTIVE SUMMARY

2026 UPDATE OF PAVEMENT MANAGEMENT PLAN (PMP)

As the City of Orange’s infrastructure continues to mature , Public Works priorities such as Local street maintenance, Arterial rehabilitation are key projects to City staff. With the City mostly built -out, wear and tear on the infrastructure will occur at an ever increasing rate. Pavement aging through annual weathering, dynamic and static vehicle loading, and increased usage, compounded with the increased cost of performing maintenance and rehabilitation, add to the yearly operational budget of the pavement network. System sustainability can only be achieved through proactive scheduling and the implementation of cost-efficient pavement applications.

Over the past eighteen (18) years the City has been proactive in sustaining the overall condition status as well as reduce its deferred maintenance burdens. The City’s overall weighted PCI is 80.7 which is just above the Orange County PCI average of 79. The optimal goal for the City is to reach the industry standard PCI range that is between 82 to 84. Funding the Orange PMP over the next seven years will be manageable and achievable based on city management proactivity, frequent inspections, and biennial budgetary review.

In the upcoming years as the City continues to build upon this study through future inspections and maintenance work history, annual pavement data will continue to provide reliable data. This will enhance the PMP through detailed Orange County Transportation Authority (OCTA) OC Go funding analysis, City specific budgetary reporting and level of service reporting.

The Orange PMP has been developed to assist City personnel by providing current data on the City’s street network and to develop cost-effective maintenance strategies to maintain a desirable level of pavement performance on a network scale, while optimizing the expenditure of limited fiscal resources. The project consisted of analyzing the City’s 2024 dataset for quality and usability. In doing this, we were tasked to generate an updated Capital Improvement Program report that identified recommendations an d deficiencies in the current operating and maintenance efforts put forth by the City.

We surveyed all designated arterial, collector (MPAH) routes this past spring to assist the City in being compliant with OCTA – Measure M2 April, 2026 guidelines; Local and Alley section deterioration and improvement were also assessed through this year’s project. Additionally, we updated the City’s unique Pavement Management – GIS layer that will continue to assist the City in analyzing pavement conditions and other attribute information through the use of MyRoads® and ESRI ArcGIS.

Bucknam Infrastructure Group reviewed the City’s previous maintenance efforts and the proposed 2026- 27 street improvements for pertinent pavement information in order to generate a CIP report that identified recommendations and opportunities for improvement in the current operating and maintenance efforts put forth by the City. The impact of increasing AC/PCC construction projects was assessed through this effort and shown within our unit costs for slurry, overlay and reconstruction recommendations (Appendix A). Higher application costs impact the amount and volume of projects that can be constructed annually. These impacts / results our demonstrated within this report.

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III. BACKGROUND – (CITY OF ORANGE)

In late 1990, voters throughout Orange County approved Measure M, a ½-cent sales tax for transportation improvements known as OC Go, formerly known as Measure M2. Funding for streets and roads are included within the sales tax and are distributed to locals agencies through both formula and a competitive method. In late 2006, the renewal of M2, (now known as OC Go ) was approved by voters that would continue the ½-cent sales tax for thirty additional years, starting in 2011.

The primary goal of this report is to comply with established guidelines from OCTA to ensure that field data collection and reporting efforts performed by outside consultants or local agency staff are consistent.

This is required in order that funding allocations can be reviewed and based on agency comparable pavement conditions. Specifically, our findings and recommendations provide Public Works administrators, managers and field personnel with:

• PMP reports consistent with OCTA OC Go guidelines

• the present condition status of the pavement network (arterial, collector, residential and industrial streets), as a whole and of any grouping or individual component within the City; • a ranked list of all streets, or segments of streets, by condition within the network; • rehabilitation/maintenance needs of each street segment by year; • an optimized priority maintenance and rehabilitation program based on cost/benefit analysis and various levels of funding;
• optimum annual pavement expenditure levels for pavement maintenance for the next seven (7) years;
• prediction of the life-cycle performance of the City’s pavement network and each individual street section; and
• pavement condition data and analysis presented in GIS through MyRoads® and ESRI ArcGIS

Pavement is a dynamic structure where deterioration is constantly occurring; thus the pavement management system needs to be updated on a regular basis to reflect these changes in pavement conditions, pavement maintenance histories, and maintenance strategies based upon budgetary constraints. In our approach to develop the City’s forecast maintenance recommendations we worked with Orange staff in identifying unit costs for all maintenance practices used on an annual basis (these not only included the material costs but contingency costs for design and ADA improvements).

Currently, based upon the City’s maintenance practice s and their associated unit costs, the total replacement value of the Orange pavement network is $1,440,962,200. This value clearly indicates that the City’s pavement network is the most valuable and essential asset to Orange. The City’s use of slurry seal, AC Overlay and R&R practices are typically applied depending on the street conditions and available funding. The City may see increases in deterioration rates due to environmental, load and high average daily traffic (ADT) volumes. For example, high ADT volumes along one of Orange ’s arterial streets will increase deterioration rates for a previously applied AC Overlay compared to a small local street. These deterioration rates are monitored through frequent inspections and functional class deterioration analysis within the City’s PMP database.

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FINDINGS AND RECOMMENDATIONS

Through our assessment of historical maintenance performed within the City and through our discussions with City staff the conditional data found across the network shows that the City has applied flexible preventative maintenance strategies over the past decade. Pavement management involves frequent preventative maintenance; as pavement deteriorates through heavy traffic impacts, weathering and time, preventative maintenances (such as slurry seal, stop gap, etc.) have limited benefits. Our study has shown that key MPAH and local overlay projects will be needed over the next seven years to maintain the network’s high level of condition.

Currently, the City’s two major streets networks (Local & Arterial) hold high weighted PCI values; it is our recommendation that a proactive, common sense overlay program be assessed and scheduled over the next several fiscal years. This will ensure that the citywide weighted PCI will sustain itself and allow for routine slurry seal maintenance to continue. Through our analysis of the Orange PMP we have found and recommend the following items which should be considered for a proactive approach to the PMP and future management of the program:

ARTERIAL / COLLECTOR (MPAH) FINDINGS AND RECOMMENDATIONS

The recent 2026 MPAH inspections and PCI results have indicated that the Orange MPAH network is currently in “Good” condition (weighted avg. PCI of 78.4. The City has been able to maintain the PCI in good condition and continues to apply routine maintenance. To maintain this condition, it is critical that preventive maintenance and overlay activities are funded at the levels identified on page 9 due to escalation of construction costs and its corresponding spreadsheet reports to maintain a “Good” network weighted average PCI value.

Our MPAH findings for conditional data and recommendations for revenue expenditures are shown below:
• The MPAH network has a weighted PCI of 78.4;

• The MPAH network consists of 95.9 miles and 29,615,468 SF of pavement;

• Currently, 45% of the Arterial network (42.8 miles) qualify for slurry seal maintenance while 24% (22.9 miles) qualifies for rehabilitation/reconstruction;

• To maintain the City’s Arterial PCI of 78.4, the citywide seven (7) year maintenance/rehabilitation budget allocations, shown on Page 9 - $69.4 million (VI. Maintain PCI table) , require an overall $2.7 million increase or an average $385,700 annual investment;

o Fund the MPAH revenues at a $4,266,400/yr level for the seven year term of the CIP to generate the results shown on the Maintain PCI table (page 9);

• To increase the Arterial PCI from 78.4 to 79.6 the seven (7) year maintenance/rehabilitation budget allocations, shown on Page 9 - $72.8 million (VI. Increase PCI table), require an overall $6.0 million increase or an average $857k annual investment;

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o Under this budget model, the citywide deferred backlog decreases from a level of $ 43.7 million to $29.4 million after seven years;

• Perform pavement inspections on the MPAH network every two years to continue the City’s solid planning model within MicroPAVER to track PCI deterioration; also follows new OCTA guidelines for Measure M2.

LOCAL FINDINGS AND RECOMMENDATIONS

Our PCI calculations have indicated that the Orange Local network is currently in “Good” condition (weighted avg. PCI of 82.4, based on last inspection dates and work history events ). The City has been able to maintain the PCI in good condition category and continues to apply routine maintenance which has stabilized conditions at mid-80’s PCI level. At a minimum, to maintain this condition, it is critical that preventive maintenance and overlay activities are funded at the levels identified on page 9 and its corresponding spreadsheet reports to maintain a “Good” network weighted average PCI value.

Our Local network findings for conditional data and recommendations for revenue expenditures are shown below:

• The Local network has a weighted PCI of 82.4;

• The Local network consists of 222.8 miles and 39,467,321 SF of pavement;

• Currently, 33% of the Local network ( 74.2 miles) qualify for slurry seal maintenance while 28 % (62.5 miles) qualifies for rehabilitation/reconstruction;

• To maintain the City’s Local PCI of 82.4 , the citywide seven (7) year maintenance/rehabilitation budget allocations, shown on Page 9 - $69.5 million (VI. Maintain PCI table), require an overall $2.7 million increase or an average $385,700 annual investment;

o Fund the Locals revenues at a $ 5,655,500/yr level for the seven year term of the CIP to generate the results shown on the Maintain PCI table (page 9);

• To increase the Local PCI from 82.4 to 83.2 the seven (7) year maintenance/rehabilitation budget allocations, shown on Page 9 - $72.8 million (VI. Increase PCI table), require an overall $6.0 million increase or an average $857k annual investment;

o Under this budget model, the citywide deferred backlog decreases from a level of $ 43.7 million to $29.4 million after seven years;

• Perform pavement inspections on the Local network every two years to continue the City’s solid planning model within MicroPAVER to track PCI deterioration; also follows new OCTA guidelines for Measure M2.

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IV. CURRENT PAVEMENT CONDITIONS (PCI)

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V. PROJECTED PAVEMENT CONDITIONS (PCI)

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VI. ALTERNATIVE FUNDING LEVELS

Maintain Existing Average Network PCI

Improve Average Network PCI

VII. CURRENT AND PROJECTED BACKLOG BY YEAR OF PAVEMENT

MAINTENANCE NEEDS

DEFERRED MAINTENANCE
Delaying repairs on streets where pavement conditions indicate a need generates deferred maintenance or “backlog”. Deferred maintenance is work that is postponed to a future budget cycle, or until funds are available. As maintenance is deferred, the opportunity to apply preventive, life extending pavement treatments is forfeited and the ultimate cost of rehabilitation multiplies (i.e. slurry seal costs to overlay costs). By using the City’s pavement maintenance applications and their associated unit costs, when a budgetary model is exercised within the PMP software the amount of deferred maintenance is calculated. Based upon the available budget applied to the model, deferred maintenance will increase or decrease.

As maintenance is deferred, the opportunity to apply life extending preventive pavement applications is lost and the ultimate cost of rehabilitation multiplies. 282
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In the case of Orange, the City’s current funding budgets through FY 2032-33 will continue to increase the amount of deferred maintenance on the network to $48.6 million levels by FY 2032.

However, the projected increase in deferred maintenance assumes the construction costs do not continue to escalate as the City has experienced in the past several years.

VIII. CENTERLINE MILEAGE

IX. PERCENTAGE OF NETWORK IN EACH OF FIVE CONDITION CATEGORIES

BASED ON CENTERLINE MILES

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X. REDUCTION IN M2 LOCAL MATCH

A local agency match reduction of 10% of the eligible cost for projects submitted for consideration of funding through the M2 Comprehensive Transportation Funding Programs (CTFP) call for projects is available if the local agency either:

a. Shows measurable improvement of paved road conditions during the previous reporting period defined as an overall weighted (by area) average system improvement of one Pavement Condition Index (PCI) point with no reduction in the overall weighted (by area) average PCI in the Master Plan of Arterial Highways (MPAH) or local categories:

b. Have road pavement conditions during the previous reporting period, within the highest 20% of the scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75 or higher, otherwise defined as in “good condition”.

Road conditions found through our 2026 PMP management study shows that the City is eligible for Local Match Reduction based on the current network weighted PCI of 80.7 . Additionally, the City of Orange has demonstrated with the enclosed budget projection (Section V, page 8) that the City’s weighted average PCI (by area) remains above a PCI of 75 after the seven year program.

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XI. APPENDIX A – SEVEN YEAR ROAD MAINTENANCE AND REHABILITATION

PLAN BASED ON CURRENT OR EXPECTED FUNDING LEVEL

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Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ Arterial / Collector (MPAH)
2026-27 64 2192 Almond Avenue Batavia Street Cypress Street AC C 2 1,660 39 60,471 65 37 50 13 AC Grind - Overlay $392,457 2026-27 705 300 Main Street Taft Avenue 1170' n/o Katella Avenue AAC B 4 1,170 80 89,778 59 45 45 10 AC Grind - Overlay $582,659 2026-27 791 444 Nohl Ranch Road Maple Tree Street Fernhill Lane AC B 2 1,270 48 55,061 75 27 49 24 Type II Slurry Seal $41,846 2026-27 944 675 Riverdale Avenue Glassell Street Hearthside Street AAC B 4 1,070 60 65,006 55 35 56 9 AC Grind - Overlay $421,889 2026-27 944 676 Riverdale Avenue Hearthside Street Beechwood Street AAC B 4 900 60 50,953 49 38 54 8 AC Grind - Overlay $330,685 2026-27 944 677 Riverdale Avenue Beechwood Street Orange-Olive Road AAC B 4 1,100 60 60,543 47 36 64 0 AC Grind - Overlay $392,924 2026-27 944 678 Riverdale Avenue Orange-Olive Road 455' e/o Orange-Olive Road AAC B 4 455 60 26,855 78 35 65 0 Type II Slurry Seal $20,410 2026-27 944 679 Riverdale Avenue 445' e/o Orange-Olive Road City Limit AAC B 4 1,735 48 90,978 74 27 62 11 Type II Slurry Seal $69,143 2026-27 1186 1258 Walnut Avenue Prospect Street West End AC C 2 445 32 17,149 63 0 100 0 AC Grind - Overlay $111,297 $2,363,310
2027-28 147 183 Bond Avenue Prospect Street Gravier Street AC B 4 185 48 8,220 85 0 100 0 Type II Slurry Seal $6,494 2027-28 147 185 Bond Avenue Gravier Street Little Lane AC B 2 1,680 42 66,954 81 7 85 8 Type II Slurry Seal $52,894 2027-28 147 186 Bond Avenue Little Lane 440' E Little Lane AC B 4 440 42 16,969 79 0 84 16 Type II Slurry Seal $13,406 2027-28 203 221 Cambridge Street La Veta Avenue City Limit AAC C 2 1,120 60 75,217 80 0 97 3 Type II Slurry Seal $59,421 2027-28 203 223 Cambridge Street Palmyra Avenue La Veta Avenue AAC C 2 1,345 60 71,372 69 19 81 0 Type II Slurry Seal $56,384 2027-28 203 224 Cambridge Street Chapman Avenue Palmyra Avenue AC C 2 1,305 30 44,784 72 0 100 0 Type II Slurry Seal $35,379 2027-28 203 226 Cambridge Street Walnut Avenue Sycamore Avenue AC C 2 635 40 25,280 55 63 12 25 Grind - ARHM Overlay $170,640 2027-28 203 231 Cambridge Street Trenton Avenue Katella Avenue AAC B 4 980 60 64,385 56 21 78 1 AC Grind - Overlay $434,599 2027-28 203 232 Cambridge Street Taft Avenue Trenton Avenue AAC B 4 1,385 60 79,804 53 17 76 7 AC Grind - Overlay $538,677 2027-28 203 233 Cambridge Street Briardale Avenue Taft Avenue AAC B 4 320 60 28,759 76 35 51 14 Type II Slurry Seal $22,720 2027-28 203 238 Cambridge Street Buckeyewood Avenue Briardale Avenue AAC B 4 1,225 60 68,435 84 0 98 2 Type II Slurry Seal $54,064 2027-28 203 240 Cambridge Street Meats Avenue Buckeyewood Avenue AAC B 4 1,105 60 64,603 80 0 80 20 Type II Slurry Seal $51,036 2027-28 203 3526 Cambridge Street Sycamore Avenue Palm Avenue AC C 2 630 34 18,445 68 13 16 71 Type II Slurry Seal $14,572 2027-28 252 37 Chapman Avenue Broadmoor Trail Newport Boulevard AAC B 5 865 80 72,419 66 26 56 18 AC Grind - Overlay $488,828 2027-28 500 2393 Grand Street Maple Avenue Chapman Avenue PCC C 2 605 40 23,536 66 51 21 28 PCC Repair $10,591 2027-28 500 2400 Grand Street Chapman Avenue Almond Avenue PCC C 2 610 40 23,322 78 53 35 12 PCC Repair $8,163 2027-28 705 302 Main Street 1170' n/o Katella Avenue Katella Avenue AAC B 4 1,175 80 100,874 62 47 41 12 AC Grind - Overlay $680,900 2027-28 705 304 Main Street Katella Avenue Struck Avenue AAC B 4 1,120 80 88,737 75 60 36 4 Type II Slurry Seal $70,102 2027-28 705 306 Main Street Struck Avenue Collins Avenue AAC B 4 1,280 80 102,586 83 54 46 0 Type II Slurry Seal $81,043 2027-28 705 308 Main Street Collins Avenue Alvarez Avenue AAC B 4 1,505 60 89,546 80 22 78 0 Type II Slurry Seal $70,741 2027-28 705 310 Main Street Alvarez Avenue Orangewood Avenue AAC B 4 1,120 60 65,844 82 0 100 0 Type II Slurry Seal $52,017 2027-28 705 313 Main Street Orangewood Avenue Palm Avenue AAC B 4 1,270 60 87,111 87 0 100 0 Type II Slurry Seal $68,818 2027-28 705 314 Main Street Palm Avenue Chapman Avenue AAC B 4 1,375 60 95,480 82 25 45 30 Type II Slurry Seal $75,429 2027-28 705 316 Main Street Chapman Avenue Palmyra Avenue AC B 4 1,350 60 86,958 68 8 92 0 Type II Slurry Seal $68,697 2027-28 705 318 Main Street Palmyra Avenue Stewart Drive AAC B 5 590 60 34,286 73 21 62 17 Type II Slurry Seal $27,086 2027-28 705 3513 Main Street Stewart Drive La Veta Avenue AAC B 5 745 60 61,963 77 0 100 0 Type II Slurry Seal $48,951 2027-28 913 2016 Rancho Santiago Blvd Orange Grove Avenue 35' s/o Sycamore Avenue AC C 2 1,525 36 54,715 55 42 50 8 AC Grind - Overlay $369,326 2027-28 913 2017 Rancho Santiago Blvd Condor Crest Avenue Bond Avenue AC C 2 1,050 36 33,178 76 6 94 0 Type II Slurry Seal $26,211 2027-28 913 2018 Rancho Santiago Blvd Hewes Street Condor Crest Avenue AC C 2 1,884 30 58,149 61 36 64 0 AC Grind - Overlay $392,506 2027-28 913 3065 Rancho Santiago Blvd Bond Avenue Orange Grove Avenue AAC C 2 782 38 34,596 87 15 51 34 Type II Slurry Seal $27,331 $4,077,023
2028-29 213 3512 Cannon Street Stillwater Avenue Chapman Avenue AC B 4 1,735 60 109,568 77 59 41 0 Type II Slurry Seal $89,846 2028-29 213 3514 Cannon Street Cerritos Drive Patricia Ct AAC B 4 1,103 24 37,723 76 61 20 19 Type II Slurry Seal $30,933 2028-29 213 3515 Cannon Street Patricia Ct Cerritos Drive AAC B 4 1,103 35 27,512 79 42 58 0 Type II Slurry Seal $22,560 2028-29 213 3516 Cannon Street Cerritos Drive 250' s/o San Juan Drive AAC B 4 495 60 14,024 73 45 55 0 Type II Slurry Seal $11,500 2028-29 213 410 Cannon Street Bridge Santiago Canyon Road AAC B 4 1,210 75 106,893 81 21 73 6 Type II Slurry Seal $87,652 2028-29 213 412 Cannon Street Santiago Canyon Road San Juan Drive AAC B 4 655 68 45,738 81 0 80 20 Type II Slurry Seal $37,505 2028-29 213 413 Cannon Street San Juan Drive 250' s/o San Juan Drive AAC B 4 250 60 15,260 66 0 68 32 AC Grind - Overlay $107,125 2028-29 213 415 Cannon Street 250' s/o San Juan Drive Cerritos Drive AAC B 4 495 24 15,130 73 0 42 58 Type II Slurry Seal $12,407 2028-29 213 416 Cannon Street Patricia Ct Hillgrove Ct AAC B 4 550 60 31,884 78 0 92 8 Type II Slurry Seal $26,145 2028-29 213 419 Cannon Street Hillgrove Ct Cliffway Drive AC B 4 2,205 60 119,792 76 0 100 0 Type II Slurry Seal $98,229 2028-29 213 420 Cannon Street Cliffway Drive Creekside Avenue AC B 4 1,930 60 113,053 77 0 81 19 Type II Slurry Seal $92,703 2028-29 1091 2218 Struck Avenue Batavia Street East End AAC C 2 1,170 44 53,220 65 50 45 5 AC Grind - Overlay $373,604 2028-29 1112 2472 Taft Avenue Sycamore Street Yurok Street AC C 2 1,035 58 55,866 80 39 43 18 Type II Slurry Seal $45,810 2028-29 1112 323 Taft Avenue Neville Street Glassell Street AAC B 4 1,280 80 101,712 58 42 44 14 AC Grind - Overlay $714,018 2028-29 1112 325 Taft Avenue Batavia Street Neville Street AAC B 4 1,485 80 109,148 65 28 47 25 AC Grind - Overlay $766,219 2028-29 1112 327 Taft Avenue Main Street Batavia Street AC B 4 1,540 80 125,081 65 57 41 2 AC Grind - Overlay $878,069 2028-29 1112 328 Taft Avenue 600' w/o Main Street Main Street AAC B 4 600 80 43,736 41 82 18 0 Grind - ARHM Overlay $307,027 2028-29 1112 338 Taft Avenue Tustin Avenue Scramento Street AAC B 4 1,390 60 86,176 79 9 45 46 Type II Slurry Seal $70,664 2028-29 1112 340 Taft Avenue Sacramento Street Fern Street AAC B 4 1,310 60 77,851 83 45 45 10 Type II Slurry Seal $63,838 2028-29 1112 344 Taft Avenue Santiago Boulevard 960' e/o Santiago Boulevard AC C 2 960 30 59,386 85 0 100 0 Type II Slurry Seal $48,697 2028-29 1112 3506 Taft Avenue Cannon Street Yukon Street AC C 2 485 16 10,471 72 62 38 0 Type II Slurry Seal $8,586

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286
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2028-29 1112 3507 Taft Avenue Yukon Street Cannon Street AC C 2 485 24 12,306 74 25 73 2 Type II Slurry Seal $10,091 $3,903,228
2029-30 287 150 Collins Avenue Eckhoff Street Commerce Street AAC B 4 752 60 47,282 63 40 53 7 AC Grind - Overlay $345,159 2029-30 287 151 Collins Avenue Commerce Street Main Street AAC B 4 1,480 60 89,921 72 25 58 17 Type II Slurry Seal $76,433 2029-30 287 152 Collins Avenue Main Street Batavia Street AAC B 4 1,450 60 86,271 76 8 71 21 Type II Slurry Seal $73,330 2029-30 287 155 Collins Avenue Glassell Street Shaffer Street AAC B 4 1,350 52 66,644 74 24 63 13 Type II Slurry Seal $56,647 2029-30 287 156 Collins Avenue Shaffer Street Cambridge Street AAC B 4 1,332 52 68,750 65 41 38 21 AC Grind - Overlay $501,875 2029-30 287 157 Collins Avenue Cambridge Street California Street AAC B 4 1,335 52 54,096 77 7 93 0 Type II Slurry Seal $45,982 2029-30 287 158 Collins Avenue California Street Tustin Street AAC B 4 1,290 52 85,213 69 0 72 28 Type II Slurry Seal $72,431 2029-30 287 163 Collins Avenue Railroad Tracks Glassell Street AC B 4 1,240 52 70,652 66 43 44 13 AC Grind - Overlay $515,760 2029-30 287 165 Collins Avenue Batavia Street Railroad Tracks AAC B 4 1,350 52 69,371 66 43 57 0 AC Grind - Overlay $506,408 2029-30 287 167 Collins Avenue Tustin Street Highland Street AAC B 4 700 52 37,657 60 28 48 24 AC Grind - Overlay $274,896 2029-30 287 169 Collins Avenue Highland Street Milford Street AAC B 4 1,240 52 72,955 57 45 55 0 AC Grind - Overlay $532,572 2029-30 287 171 Collins Avenue Milford Street Handy Street AAC B 4 610 52 27,431 55 50 49 1 AC Grind - Overlay $200,246 2029-30 287 173 Collins Avenue Hart Street Wanda Road AAC B 4 730 52 32,821 67 0 100 0 AC Grind - Overlay $239,593 2029-30 287 175 Collins Avenue Wanda Road Mallard Street AAC B 4 966 60 62,171 60 27 73 0 AC Grind - Overlay $453,848 2029-30 287 177 Collins Avenue Mallard Street 105' e/o Roberto Street AAC B 4 600 60 40,591 64 7 80 13 AC Grind - Overlay $296,314 2029-30 287 3529 Collins Avenue Handy Street Hart Street AAC B 4 925 52 45,845 67 10 86 4 AC Grind - Overlay $334,669 2029-30 475 101 Glassell Street 420' N Riverdale Avenue Richland Avenue AAC B 4 1,125 64 73,134 61 31 59 10 AC Grind - Overlay $533,878 2029-30 475 102 Glassell Street Taft Avenue Trenton Avenue AAC B 5 1,365 80 107,676 68 28 66 6 Type II Slurry Seal $91,525 2029-30 475 103 Glassell Street Trenton Avenue Katella Avenue AAC B 4 1,055 80 80,353 77 0 98 2 Type II Slurry Seal $68,300 2029-30 475 104 Glassell Street Katella Avenue Quincy Avenue AC B 4 1,225 60 80,442 66 15 85 0 AC Grind - Overlay $587,227 2029-30 475 105 Glassell Street Quincy Avenue Collins Avenue AC B 4 1,190 60 67,540 72 29 71 0 Type II Slurry Seal $57,409 2029-30 475 108 Glassell Street Collins Avenue Mayfair Avenue AC B 2 1,160 42 46,049 81 0 54 46 Type II Slurry Seal $39,142 2029-30 475 109 Glassell Street Mayfair Avenue Walnut Avenue AC B 2 1,515 44 59,811 82 0 39 61 Type II Slurry Seal $50,839 2029-30 475 111 Glassell Street 22 West On/Off Ramp City Limits (22 East On/Off Ramp) AAC B 4 446 105 45,880 40 70 30 0 AC Grind - Overlay $334,924 2029-30 475 113 Glassell Street La Veta Avenue 22 West On/Off Ramp AAC B 4 1,565 80 102,596 82 63 37 0 Type II Slurry Seal $87,207 2029-30 475 3523 Glassell Street Dunton Avenue Woodvale Avenue AAC B 4 1,465 64 99,087 76 40 57 3 Type II Slurry Seal $84,224 2029-30 475 84 Glassell Street Chapman Avenue Almond Avenue AC C 2 540 48 25,396 72 56 21 23 Type II Slurry Seal $21,587 2029-30 475 85 Glassell Street Maple Avenue Chapman Avenue AC C 2 475 50 25,392 67 55 45 0 AC Grind - Overlay $185,362 2029-30 475 90 Glassell Street Lincoln Avenue Dunton Avenue AAC B 4 240 64 23,450 71 67 32 1 Type II Slurry Seal $19,933 2029-30 475 91 Glassell Street Woodvale Avenue Fletcher Avenue AAC B 4 660 64 45,834 74 46 54 0 Type II Slurry Seal $38,959 2029-30 475 94 Glassell Street Meats Avenue Blueridge Avenue AAC B 4 1,565 80 122,241 82 0 90 10 Type II Slurry Seal $103,905 2029-30 475 95 Glassell Street Blueridge Avenue Taft Avenue AAC B 5 1,075 80 64,677 82 36 45 19 Type II Slurry Seal $54,975 $6,885,557
2030-31 374 179 Eckhoff Street Orangewood Avenue Sycamore Avenue AC C 2 1,150 60 63,735 74 23 65 12 Type II Slurry Seal $56,724 2030-31 374 180 Eckhoff Street Sequoia Avenue Orangewood Avenue AAC B 2 900 60 57,574 73 7 74 19 Type II Slurry Seal $51,241 2030-31 374 181 Eckhoff Street RR Tracks (370' S Collins Avenue) Sequoia Avenue AAC B 2 1,070 60 62,391 77 24 61 15 Type II Slurry Seal $55,528 2030-31 374 182 Eckhoff Street Collins Avenue 370' S Collins Avenue AAC B 2 370 60 19,601 85 34 66 0 Type II Slurry Seal $17,445 2030-31 374 2003 Eckhoff Street Sycamore Avenue Maple Avenue AC C 2 1,160 37 44,092 77 41 23 36 Type II Slurry Seal $39,242 2030-31 374 2004 Eckhoff Street Maple Avenue Chapman Avenue AC C 2 650 39 23,177 72 43 38 19 Type II Slurry Seal $20,628 2030-31 611 3502 Katella Avenue Route 55 SB On Ramp Tustin St AAC B 6 786 40 40,694 58 16 79 5 AC Grind - Overlay $308,867 2030-31 611 3503 Katella Avenue Sacramento St Route 55 SB On Ramp AAC B 6 845 33 35,209 62 39 58 3 AC Grind - Overlay $267,236 2030-31 611 377 Katella Avenue Struck Avenue Main Street AC B 6 1,600 80 133,339 69 37 49 14 Type II Slurry Seal $118,672 2030-31 611 378 Katella Avenue Main Street Batavia Street AC B 6 1,390 90 130,599 70 45 47 8 Type II Slurry Seal $116,233 2030-31 611 390 Katella Avenue Tustin Avenue Route 55 SB On Ramp AAC B 6 930 40 40,009 53 32 64 4 AC Grind - Overlay $303,668 2030-31 832 449 Orangewood Avenue Eckhoff Street Main Street AAC B 5 2,199 60 134,464 56 55 33 12 AC Grind - Overlay $1,020,582 2030-31 832 453 Orangewood Avenue 1475' w/o Eckhoff Street Eckhoff Street AAC B 4 1,475 80 108,619 48 54 39 7 AC Grind - Overlay $824,418 2030-31 845 2422 Palm Avenue Cypress St Glassell Street PCC C 2 992 40 38,298 52 76 18 6 PCC Repair $17,234 2030-31 1023 3282 Serrano Avenue Kendra Rd Nohl Ranch Road AC B 4 453 60 27,785 78 0 70 30 Type II Slurry Seal $24,729 2030-31 1109 2013 Sycamore Avenue Ash Street Main Street AC C 2 1,205 39 42,075 74 29 66 5 Type II Slurry Seal $37,447 2030-31 1109 2014 Sycamore Avenue Eckhoff Street Ash Street AC C 2 1,300 39 50,448 70 15 53 32 Type II Slurry Seal $44,899 2030-31 1186 525 Walnut Avenue Main Street Batavia Street AAC C 2 1,370 30 44,543 80 31 48 21 Type II Slurry Seal $39,643 2030-31 1186 527 Walnut Avenue Cypress Street Glassell Street AAC C 2 980 36 35,925 61 30 46 24 AC Grind - Overlay $272,671 2030-31 1186 531 Walnut Avenue Cambridge Street California Street AAC C 2 1,305 38 49,032 44 42 51 7 AC Grind - Overlay $372,153 2030-31 1186 532 Walnut Avenue California Street Tustin Street AAC C 3 1,260 48 63,012 57 42 48 10 AC Grind - Overlay $478,261 2030-31 1186 533 Walnut Avenue Tustin Street Wayfield Street AC C 2 480 48 25,052 73 7 93 0 Type II Slurry Seal $22,296 2030-31 1186 534 Walnut Avenue Wayfield Street Park Lane AC C 2 300 38 13,598 73 0 87 13 Type II Slurry Seal $12,102 2030-31 1186 539 Walnut Avenue Hart Street Cul-de-sac AC C 2 457 48 31,309 77 0 100 0 Type II Slurry Seal $27,865 2030-31 1186 543 Walnut Avenue Hewes Street Rancho Santiago Boulevard AAC C 2 1,270 36 46,513 54 42 57 1 AC Grind - Overlay $353,034 2030-31 1186 544 Walnut Avenue Rancho Santiago Blvd East End AAC C 2 650 36 24,252 77 25 75 0 Type II Slurry Seal $21,584 2030-31 1189 547 Wanda Road Katella Avenue Quincy Avenue AC B 2 1,430 54 88,786 63 61 30 9 Grind - ARHM Overlay $673,886 $5,598,288

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287
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2031-32 64 2397 Almond Avenue Glassell Street Shaffer Street PCC C 2 1,270 40 50,990 46 61 17 22 PCC Repair $22,946 2031-32 64 2659 Almond Avenue Cypress Street Lemon Street PCC C 2 290 39 10,023 42 76 12 12 PCC Repair $4,510 2031-32 64 2660 Almond Avenue Lemon Street Glassell Street PCC C 2 605 39 22,569 49 64 13 23 PCC Repair $10,156 2031-32 113 147 Batavia Street RR Crossing Grove Avenue (S) AC B 5 825 60 39,733 74 41 58 1 Type II Slurry Seal $36,554 2031-32 113 148 Batavia Street Grove Avenue (S) Taft Avenue AAC B 5 1,260 60 70,093 62 46 43 11 AC Grind - Overlay $553,735 2031-32 415 2456 Fairhaven Avenue City Limit Tustin Avenue AC B 2 960 32 30,720 72 26 63 11 Type II Slurry Seal $28,262 2031-32 415 868 Fairhaven Avenue Lowry Street Yorba Street AC B 4 400 60 22,570 53 31 69 0 AC Grind - Overlay $178,303 2031-32 415 869 Fairhaven Avenue Ponderosa Street Lowry Street AC B 4 1,690 60 77,863 72 34 62 4 Type II Slurry Seal $71,634 2031-32 464 1162 Garden Grove Boulevard Lewis Street Park Vine Street AC B 4 1,075 80 79,710 79 9 89 2 Type II Slurry Seal $73,333 2031-32 464 1164 Garden Grove Boulevard The City Drive Bridge (230' E The City Drive) AC B 6 255 80 23,835 71 45 42 13 Type II Slurry Seal $21,928 2031-32 464 1165 Garden Grove Boulevard Park Vine Street The City Drive AC B 4 1,235 80 80,441 75 13 85 2 Type II Slurry Seal $74,006 2031-32 475 89 Glassell Street Lincoln Avenue Richland Avenue AAC B 4 1,760 80 130,160 57 45 35 20 AC Grind - Overlay $1,028,264 2031-32 475 92 Glassell Street Fletcher Avenue Baywood Avenue AC B 4 1,280 80 103,989 67 37 61 2 AC Grind - Overlay $821,513 2031-32 475 93 Glassell Street Baywood Avenue Meats Avenue AC B 4 975 80 77,984 65 23 77 0 AC Grind - Overlay $616,074 2031-32 636 15396 La Veta Avenue Yorba Street 106' E Loretta Drive AC B 4 702 64 39,952 74 35 65 0 Type II Slurry Seal $36,756 2031-32 636 3524 La Veta Avenue Route 55 Bridge Fairmont Way AC B 4 620 60 45,224 78 20 80 0 Type II Slurry Seal $41,606 2031-32 636 491 La Veta Avenue 540' w/o Flower Circle Flower Circle AAC B 4 540 86 35,567 85 0 100 0 Type II Slurry Seal $32,722 2031-32 636 492 La Veta Avenue Flower Circle Crest Road AAC B 4 1,030 65 66,363 86 0 100 0 Type II Slurry Seal $61,054 2031-32 636 494 La Veta Avenue Crest Road Main Street AAC B 4 980 70 68,950 86 0 100 0 Type II Slurry Seal $63,434 2031-32 636 496 La Veta Avenue Main Street Pepper Street AAC B 6 700 75 56,911 82 21 53 26 Type II Slurry Seal $52,358 2031-32 636 500 La Veta Avenue Parker Street Montgomery Street AAC B 4 600 50 30,310 80 28 62 10 Type II Slurry Seal $27,885 2031-32 636 502 La Veta Avenue Montgomery Street Lemon Street AAC B 4 633 60 39,841 77 15 85 0 Type II Slurry Seal $36,654 2031-32 636 504 La Veta Avenue Lemon Street Glassell Street AAC B 4 601 60 38,717 73 35 65 0 Type II Slurry Seal $35,620 2031-32 636 505 La Veta Avenue Glassell Street Orange Street AC B 2 285 50 17,054 64 29 71 0 AC Grind - Overlay $134,727 2031-32 636 506 La Veta Avenue Orange Streeet Grand Street AC B 2 345 29 10,182 57 23 69 8 AC Grind - Overlay $80,438 2031-32 636 508 La Veta Avenue Grand Street Shaffer Street AC B 2 450 30 19,861 65 9 86 5 AC Grind - Overlay $156,902 2031-32 636 509 La Veta Avenue Shaffer Street Cambridge Street AC B 2 1,260 60 77,515 63 18 61 21 AC Grind - Overlay $612,369 2031-32 636 511 La Veta Avenue Tustin Avenue Frontage Road AC B 4 570 60 40,205 69 0 74 26 Type II Slurry Seal $36,989 2031-32 636 513 La Veta Avenue La Veta Ave Frontage Road Bridge AC B 4 606 62 37,983 65 30 70 0 AC Grind - Overlay $300,066 2031-32 636 514 La Veta Avenue Fairmont Way Yorba Street AC B 4 304 60 17,297 70 46 54 0 Type II Slurry Seal $15,913 2031-32 636 517 La Veta Avenue 220' W Wheeler Street Laurinda Lane AC B 4 890 60 45,545 76 8 85 7 Type II Slurry Seal $41,901 2031-32 636 518 La Veta Avenue Laurinda Lane Prospect Street AC B 4 1,190 60 70,287 78 0 98 2 Type II Slurry Seal $64,664 2031-32 636 520 La Veta Avenue Prospect Street Swidler Place AC B 4 1,170 60 72,410 77 11 89 0 Type II Slurry Seal $66,617 2031-32 636 522 La Veta Avenue Swidler Place James Street AC B 4 655 60 39,750 71 0 78 22 Type II Slurry Seal $36,570 2031-32 636 524 La Veta Avenue James Street Esplanade Street AC B 2 744 60 42,173 57 0 100 0 AC Grind - Overlay $333,167 $5,809,628
2032-33 743 893 Meats Avenue Pine Street Cambridge Street AAC B 4 695 60 40,406 79 0 87 13 Type II Slurry Seal $38,790 2032-33 743 895 Meats Avenue Cambridge Street Canal Street AAC B 4 1,400 60 84,989 78 0 97 3 Type II Slurry Seal $81,589 2032-33 743 897 Meats Avenue Canal Street Tustin Avenue AAC B 4 1,035 60 65,693 75 25 69 6 Type II Slurry Seal $63,065 2032-33 743 899 Meats Avenue Tustin Street Park Lane AC B 4 375 77 31,362 56 69 31 0 Grind - ARHM Overlay $257,482 2032-33 743 903 Meats Avenue Breckenridge Street Santiago Boulevard AC B 4 1,280 60 73,713 50 28 71 1 AC Grind - Overlay $605,184 2032-33 1011 466 Santiago Boulevard 1335' N Lincoln Avenue Lincoln Avenue AAC B 4 1,335 50 71,513 58 52 43 5 AC Grind - Overlay $587,122 2032-33 1012 3550 Santiago Canyon Road HWY 261 BRIDGE EAST CITY LIMIT AC B 4 122 62 28,329 42 27 53 20 AC Grind - Overlay $232,581 2032-33 1012 3553 Santiago Canyon Road Jamboree Road 2050' E/O JAMBOREE ROAD (Buildin AC B 4 2,048 64 166,145 84 0 99 1 Type II Slurry Seal $126,270 2032-33 1012 3554 Santiago Canyon Road 2050' E/O JAMBOREE ROAD (COP) Route 261 Bridge AC B 4 3,034 64 232,944 64 53 47 0 AC Grind - Overlay $1,912,470 2032-33 1012 477 Santiago Canyon Road Windes Road 450' w/o Kennymeade Street AC B 4 790 80 63,288 70 7 92 1 Type II Slurry Seal $60,756 2032-33 1012 478 Santiago Canyon Road 450' w/o Kennymeade Street Lolita Street AC B 4 1,595 60 94,705 70 0 100 0 Type II Slurry Seal $90,917 2032-33 1012 481 Santiago Canyon Road Lolita Street Holy Sepulcher (Cemetary Enterance AC B 4 1,175 80 89,350 65 12 88 0 AC Grind - Overlay $733,564 2032-33 1012 482 Santiago Canyon Road Holy Sepulcher (Cemetary EnteranceAmapola Avenue AC B 4 2,278 80 181,972 66 19 81 0 AC Grind - Overlay $1,493,990 $6,283,780
Locals
2026-27 64 819 Almond Avenue Main Street Batavia Street AC E 2 1,615 38 61,370 75 22 61 17 AC Grind - Overlay $332,012 2026-27 67 851 Altura Avenue West End Santiago Boulevard AC E 2 820 32 28,040 79 55 45 0 Type II Slurry Seal $15,142 2026-27 144 2255A Blueridge Avenue Case Street Neville Street AAC I 2 414 44 18,216 32 81 11 8 Grind - ARHM Overlay $98,549 2026-27 144 2255B Blueridge Avenue Neville Street Glassell Street AAC I 2 1,371 44 60,324 63 57 38 5 Grind - ARHM Overlay $326,353 2026-27 144 573 Blueridge Avenue Orange-Olive Road East End AAC E 2 635 36 22,860 82 0 96 4 Type II Slurry Seal $12,344 2026-27 167 2229 Brian Street North End Yale Street AC I 2 305 44 14,820 69 26 68 6 Type II Slurry Seal $8,003 2026-27 170 562 Briardale Avenue Woodside Street Cambridge Street AAC E 2 855 32 27,360 81 65 21 14 Type II Slurry Seal $14,774 2026-27 170 563 Briardale Avenue West End Lime Street AAC I 2 220 44 9,680 70 0 100 0 Type II Slurry Seal $5,227 2026-27 170 564 Briardale Avenue Case Street Neville Street AC I 2 475 44 20,900 17 90 10 0 AC Recon $338,998 2026-27 177 2425 Bronson Avenue Devon Road Bedford Road AC E 1 536 16 7,600 60 62 35 3 Grind - ARHM Overlay $41,116 2026-27 183 567 Buckeyewood Avenue Shaffer Street Cambridge Street AAC E 2 1,380 32 44,160 81 85 15 0 Type II Slurry Seal $23,846 2026-27 198 2508 California Street Maple Avenue Lael Drive AC E 2 290 32 9,280 68 33 55 12 Type II Slurry Seal $5,011

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288
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2026-27 204 2597 Camden Street Via Escola Ashford Avenue AC E 2 170 36 5,608 87 0 100 0 Type II Slurry Seal $3,028 2026-27 206 2426 Camille Circle Almond Avenue South End AAC E 2 200 30 7,050 58 64 36 0 Grind - ARHM Overlay $38,141 2026-27 210 2535 Candlewood Avenue Nordic Drive East End AAC E 2 355 32 11,360 86 0 88 12 Type II Slurry Seal $6,134 2026-27 210 2628 Candlewood Avenue West End Silverwood Street AAC E 2 520 32 17,690 90 0 96 4 Type II Slurry Seal $9,553 2026-27 220 3455 Carleton Avenue Cambridge Street East End AAC E 2 1,320 32 43,390 83 0 100 0 Type II Slurry Seal $23,431 2026-27 230 2560 Carver Lane Cannon Street East End AC I 2 185 60 10,740 45 0 53 47 Grind - ARHM Overlay $58,103 2026-27 262 2533 Chestnut Avenue Shaffer Street Cambridge Street AC E 2 1,060 32 33,920 75 0 100 0 Type II Slurry Seal $18,317 2026-27 1351 3500 City Blvd E Metropolitan Dr 505' n/o Metropolitan Dr AC E 2 505 30 15,150 85 0 85 15 Type II Slurry Seal $8,181 2026-27 273 2666 City Blvd W Manchester Avenue The City Way @ The Block AAC E 2 970 51 22,310 84 11 83 6 Type II Slurry Seal $12,047 2026-27 276 2444 Clark Street Almond Avenue Palmyra Avenue AC E 2 620 32 19,840 70 47 53 0 Type II Slurry Seal $10,714 2026-27 276 2445 Clark Street Palmyra Avenue Culver Avenue AC E 2 620 33 20,460 60 28 72 0 Grind - ARHM Overlay $110,689 2026-27 294 1077 Concord Avenue Cambridge Street Marquart Street AAC E 2 310 36 11,160 84 65 30 5 Type II Slurry Seal $6,026 2026-27 333 1280 Dana Place Park Lane Highland Street AC E 2 90 32 2,880 40 84 16 0 Grind - ARHM Overlay $15,581 2026-27 344 1924 Del Mar Avenue Lincoln Street Nordic Street AAC E 2 330 36 11,880 74 92 8 0 Type II Slurry Seal $6,415 2026-27 349 1860 Denise Avenue West End Santiago Boulevard AC E 2 725 30 23,550 84 0 100 0 Type II Slurry Seal $12,717 2026-27 349 1870 Denise Avenue North End Santiago Boulevard AC E 2 1,850 31 59,150 47 53 25 22 Grind - ARHM Overlay $320,002 2026-27 352 1830 Diamond Street Grove Avenue Sacramento Street AC E 2 1,350 31 41,602 81 45 55 0 Type II Slurry Seal $22,465 2026-27 352 3229 Diamond Street Meats Avenue Cloverdale AC E 2 534 33 18,372 77 36 50 14 Type II Slurry Seal $9,921 2026-27 379 2317 El Prado Avenue West End Fondren Street AC E 2 220 32 8,540 58 55 40 5 Grind - ARHM Overlay $46,201 2026-27 379 2319 El Prado Avenue Lewis Street Lewis Street AC E 2 100 36 3,600 22 51 31 18 AC Recon $58,392 2026-27 448 806 Foley Place Almond Avenue South End AC E 2 510 32 17,370 46 34 66 0 Grind - ARHM Overlay $93,972 2026-27 484 2119 Glendale Avenue Nordic Place Shattuck Place AAC E 2 275 32 8,800 85 0 49 51 Type II Slurry Seal $4,752 2026-27 484 2125 Glendale Avenue Shaffer Street Cambridge Street AAC E 2 1,415 31 43,865 73 0 77 23 Type II Slurry Seal $23,687 2026-27 509 2138A Greengrove Street North End Vista Del Playa (North) AC E 2 216 32 6,912 80 0 100 0 Type II Slurry Seal $3,732 2026-27 509 2138B Greengrove Street Vista Del Playa (North) Vista Del Playa (South) AC E 2 224 32 7,168 79 17 83 0 Type II Slurry Seal $3,871 2026-27 555 1506 Highland Street Adams Avenue Collins Avenue AC E 2 1,510 30 45,600 26 81 15 4 AC Recon $739,632 2026-27 660 2232 Leslie Way Taft Avenue Levers Place AC I 2 685 36 24,660 56 61 39 0 Grind - ARHM Overlay $133,411 2026-27 662 2233 Levers Place Leslie Way O'Donnell Way AC I 2 555 44 24,420 54 40 53 7 Grind - ARHM Overlay $132,112 2026-27 667 2226 Lime Street Briardale Avenue Taft Avenue AAC E 2 375 44 16,500 69 11 81 8 Type II Slurry Seal $8,910 2026-27 667 2259 Lime Street North End Grove Avenue AAC I 2 170 44 8,630 78 38 62 0 Type II Slurry Seal $4,660 2026-27 667 2270 Lime Street Palm Avenue Maple Avenue AAC E 2 615 33 20,295 65 0 74 26 Grind - ARHM Overlay $109,796 2026-27 667 2271 Lime Street Palm Avenue Sycamore Avenue AC E 2 500 32 16,000 83 0 100 0 Type II Slurry Seal $8,640 2026-27 667 2920 Lime Street Sycarmore Avenue North End AC E 2 143 24 4,182 17 56 37 7 AC Recon $67,832 2026-27 674 2262 Little Main Street Main Street Chapman Avenue AC E 2 450 32 14,400 80 12 80 8 Type II Slurry Seal $7,776 2026-27 720 1037 Maplewood Street Palm Avenue Maple Avenue AAC E 2 610 34 20,740 75 57 12 31 Type II Slurry Seal $11,200 2026-27 720 1125 Maplewood Street Rose Avenue Walnut Avenue AC E 2 805 31 24,955 56 45 55 0 Grind - ARHM Overlay $135,007 2026-27 720 1126 Maplewood Street Everett Place Rose Avenue AC E 2 290 32 9,280 77 0 100 0 Type II Slurry Seal $5,011 2026-27 720 1127 Maplewood Street Mayfair Avenue Everett Place AC E 2 270 32 8,640 60 57 43 0 Grind - ARHM Overlay $46,742 2026-27 720 1128 Maplewood Street Collins Avenue Mayfair Avenue AC E 2 1,120 32 35,840 67 60 40 0 Grind - ARHM Overlay $193,894 2026-27 730 1076 Marquart Street Candlewood Avenue Concord Avenue AAC E 2 225 32 7,200 91 0 58 42 Type II Slurry Seal $3,888 2026-27 732 1261 Martha Lane Park Lane East End AAC E 2 225 31 6,975 86 0 96 4 Type II Slurry Seal $3,767 2026-27 772 1262 Mount Vernon Avenue Wayfield Street 525' e/o Wayfield Street AAC E 2 525 31 16,275 91 30 62 8 Type II Slurry Seal $8,789 2026-27 784 2258 Neville Street Blue Ridge Avenue Taft Avenue ST I 2 1,115 44 49,060 13 93 7 0 AC Recon $795,753 2026-27 792 1074 Nordic Drive Taft Avenue Concord Avenue AAC E 2 400 32 12,800 93 0 86 14 Type II Slurry Seal $6,912 2026-27 803 1265 Oak Street Palm Avenue South End AC E 2 485 36 17,460 80 31 69 0 Type II Slurry Seal $9,428 2026-27 803 1266 Oak Street Walnut Avenue Palm Avenue AC E 2 1,260 31 39,060 86 0 93 7 Type II Slurry Seal $21,092 2026-27 809 1255 Oceanview Street San Alto Avenue Santa Ana Canyon AAC E 2 765 32 24,480 76 0 10 90 Type II Slurry Seal $13,219 2026-27 811 2212 O'Donnell Way Taft Avenue Levers Place AC E 2 655 44 28,820 55 51 39 10 Grind - ARHM Overlay $155,916 2026-27 845 1277 Palm Avenue Tustin Street Wayfield Circle AC E 2 695 37 25,715 76 0 96 4 Type II Slurry Seal $13,886 2026-27 845 1278 Palm Avenue Wayfield Circle Park Lane AC E 2 345 32 11,040 90 0 90 10 Type II Slurry Seal $5,962 2026-27 855 2311 Park Balboa Avenue Park Hyde Park Central AC E 2 1,450 36 54,700 18 87 11 2 AC Recon $887,234 2026-27 859 1283 Park Lane Mount Vernon Avenue Sycamore Avenue AC E 2 595 31 18,445 86 0 34 66 Type II Slurry Seal $9,960 2026-27 861 2298 Park Vine Street Garden Grove Boulevard Park Central Avenue AC E 2 1,015 32 34,480 10 94 6 0 AC Recon $559,266 2026-27 862 962 Parker Street Almond AVenue Palmyra Avenue AC E 2 620 36 22,320 62 41 23 36 Grind - ARHM Overlay $120,751 2026-27 862 963 Parker Street Palmrya Avenue Culver Avenue AC E 2 615 32 19,680 67 48 45 7 Type II Slurry Seal $10,627 2026-27 874 948 Pepper Street Chapman Avenue Almond Avenue AC E 2 600 30 18,000 62 56 36 8 Grind - ARHM Overlay $97,380 2026-27 885 807 Pixley Street North End Palmyra Avenue AC E 2 415 32 14,330 54 28 68 4 Grind - ARHM Overlay $77,525 2026-27 885 954 Pixley Street Palmyra Avenue Culver Avenue AC E 2 615 30 18,450 45 48 37 15 Grind - ARHM Overlay $99,815 2026-27 936 2123 Ridgewood Street Glendale Avenue Briardale Avenue AAC E 2 540 32 17,280 81 26 19 55 Type II Slurry Seal $9,331 2026-27 949 1878 Robinhood Place Santiago Boulevard (South Side) North End AC E 2 1,280 31 44,180 84 0 100 0 Type II Slurry Seal $23,857 2026-27 1049 1075 Silverwood Street Candlewood Avenue Chestnut Avenue AAC E 2 555 31 17,205 93 0 62 38 Type II Slurry Seal $9,291 2026-27 1075 2577 St. Thomas Circle North End Taft Avenue AC E 2 325 44 15,450 54 50 15 35 Grind - ARHM Overlay $83,585 2026-27 1085 1885 Stillwater Avenue Cannon Street Singingwood Street AC E 2 1,240 36 46,890 69 32 31 37 Type II Slurry Seal $25,321

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289
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2026-27 1109 2887 Sycamore Avenue Wayfield Street Highland Street AC E 2 560 35 19,600 80 12 77 11 Type II Slurry Seal $10,584 2026-27 1138 2230 Trenton Avenue Main Street East End AC I 2 805 44 36,920 86 0 77 23 Type II Slurry Seal $19,937 2026-27 1138 943 Trenton Avenue Shaffer Street Cambridge Street AAC E 2 935 32 29,920 70 0 85 15 Type II Slurry Seal $16,157 2026-27 1187 1264 Wayfield Circle Palm Avenue South End AC E 2 110 32 3,520 84 0 100 0 Type II Slurry Seal $1,901 2026-27 1187 1267 Wayfield Circle Walnut Avenue Palm Avenue AAC E 2 1,265 42 53,130 74 16 67 17 Type II Slurry Seal $28,690 2026-27 1252 1404 Wrightwood Street North End (near Ruth Place) South End AAC E 2 920 32 32,740 84 0 41 59 Type II Slurry Seal $17,680 2026-27 1252 1408 Wrightwood Street North End Schug Street AAC E 2 955 32 33,110 81 0 97 3 Type II Slurry Seal $17,879 2026-27 1252 1614 Wrightwood Street Charter Oak Drive Del Valle Avenue AAC E 2 935 33 31,605 86 0 100 0 Type II Slurry Seal $17,067 2026-27 1256 2228 Yale Avenue Brian Street Main Street AC I 2 535 44 23,540 66 28 72 0 Grind - ARHM Overlay $127,351 2026-27 1258 2673 Yorba Street Chapman Ave North End AC E 4 500 60 30,000 48 60 39 1 Grind - ARHM Overlay $162,300 $7,224,170
2027-28 4 834 Adams Avenue Glassell Street Grand Street AAC E 2 615 32 19,680 65 26 56 18 Grind - ARHM Overlay $110,798 2027-28 4 835 Adams Avenue Shaffer Street Cambridge Street AAC E 2 1,275 32 40,800 83 0 96 4 Type II Slurry Seal $22,848 2027-28 7 856 Agate Street Meats Avenue Grove Avenue AC E 2 745 32 24,590 66 71 29 0 Grind - ARHM Overlay $138,442 2027-28 69 829 Amapola Avenue 150' w/o Ridgeline Road Santiago Canyon Road AC E 2 1,185 22 26,070 61 42 46 12 Grind - ARHM Overlay $146,774 2027-28 69 830 Amapola Avenue 185' e/o Orange Park Blvd Ranchwood Trail AC E 2 1,600 16 25,600 85 0 100 0 Type II Slurry Seal $14,336 2027-28 72 2450 American Way Fletcher Street Freedom Avenue AC E 2 770 44 33,880 38 62 30 8 Grind - ARHM Overlay $190,744 2027-28 86 569 Arbor Way Eckhoff Street East End AC E 2 250 32 8,000 71 46 54 0 Type II Slurry Seal $4,480 2027-28 93 2202 Atchison Street Maple Avenue Chapman Ave AC I 1 615 14 11,110 29 74 7 19 Grind - ARHM Overlay $62,549 2027-28 97 2559 Auburn Street Via Escola South End AC E 2 215 36 9,240 53 71 29 0 Grind - ARHM Overlay $52,021 2027-28 134 623 Bitterbush Street North End Chapman Avenue AC E 2 1,100 32 35,200 46 70 26 4 Grind - ARHM Overlay $198,176 2027-28 134 624 Bitterbush Street North End Palm Avenue AC E 2 335 32 10,720 73 34 65 1 Type II Slurry Seal $6,003 2027-28 231 2231 Case Street Taft Avenue South End ST I 2 670 44 30,630 27 73 17 10 AC Recon $516,728 2027-28 231 2256 Case Street Blueridge Avenue Taft Avenue AC I 2 1,075 44 47,300 49 50 28 22 Grind - ARHM Overlay $266,299 2027-28 262 2172 Chestnut Avenue West End Highland Street AAC E 2 260 36 9,360 87 0 32 68 Type II Slurry Seal $5,242 2027-28 268 2474 Christine Street Walnut Avenue South End AAC E 2 210 32 8,220 64 66 31 3 Grind - ARHM Overlay $46,279 2027-28 272 2222 Citrus Street 280' N Struck Avenue Struck Avenue AAC E 2 280 32 8,960 76 0 27 73 Type II Slurry Seal $5,018 2027-28 272 2437 Citrus Street Palm Avenue Sycamore Avenue AAC E 2 505 32 16,160 75 39 61 0 Type II Slurry Seal $9,050 2027-28 272 2438 Citrus Street Palm Avenue South End AC E 2 180 31 6,630 67 0 100 0 Grind - ARHM Overlay $37,327 2027-28 272 2439 Citrus Street Maple Avenue Chapman Avenue AAC E 2 600 32 19,200 81 0 62 38 Type II Slurry Seal $10,752 2027-28 272 2447 Citrus Street North End Palmyra Avenue AC E 2 335 34 11,390 87 0 59 41 Type II Slurry Seal $6,378 2027-28 277 2451 Cleveland Street North End Harwood Street AAC E 2 840 31 26,040 72 60 40 0 Type II Slurry Seal $14,582 2027-28 277 2458 Cleveland Street Maple Avenue Chapman Avenue PCC E 2 605 34 20,570 41 65 14 21 PCC Repair $12,342 2027-28 277 2459 Cleveland Street Palm Avenue Maple Avenue PCC E 2 620 34 21,080 48 69 18 13 PCC Repair $12,648 2027-28 277 2462 Cleveland Street Trenton Avenue South End AC E 2 455 32 14,560 79 0 100 0 Type II Slurry Seal $8,154 2027-28 277 2907 Cleveland Street Sycamore Avenue Palm Avenue AAC E 2 615 32 19,680 79 0 100 0 Type II Slurry Seal $11,021 2027-28 389 2224 Elm Street North End Collins Avenue AC I 2 555 44 24,420 53 69 29 2 Grind - ARHM Overlay $137,485 2027-28 389 2265 Elm Street Sycamore Avenue South End AC E 2 490 30 14,700 53 56 44 0 Grind - ARHM Overlay $82,761 2027-28 396 2223 Enterprise Street North End Collins Avenue AAC I 2 615 44 27,060 84 0 100 0 Type II Slurry Seal $15,154 2027-28 396 2260 Enterprise Street North End Grove Avenue AAC I 2 330 44 15,670 86 0 99 1 Type II Slurry Seal $8,775 2027-28 398 3116 Equestrian Terrace Rancho Santiago Boulevard East End AC E 2 710 22 17,418 46 40 60 0 Grind - ARHM Overlay $98,063 2027-28 500 1067 Grand Street Quincy Avenue Collins Avenue AC E 2 1,170 37 43,290 54 36 59 5 Grind - ARHM Overlay $243,723 2027-28 500 1068 Grand Street Wilson Avenue Quincy Avenue AC E 2 525 37 19,425 54 59 40 1 Grind - ARHM Overlay $109,363 2027-28 500 2410 Grand Street Palm Avenue Maple Avenue PCC E 2 620 40 24,800 44 69 18 13 Grind - ARHM Overlay $139,624 2027-28 531 1688 Hartman Street Brookshire Avenue Brentwood Avenue AC E 2 235 32 7,520 63 72 28 0 Grind - ARHM Overlay $42,338 2027-28 573 1351 Hoover Avenue Sacramento Street Handy Street AAC E 2 1,135 30 34,050 86 36 64 0 Type II Slurry Seal $19,068 2027-28 573 2221 Hoover Avenue West End Batavia Street AAC I 2 510 31 15,810 82 0 100 0 Type II Slurry Seal $8,854 2027-28 623 1276 Killingsworth Avenue Wheeler Street Malena Street AC E 2 330 31 10,730 47 27 69 4 Grind - ARHM Overlay $60,410 2027-28 742 3195 Meads Avenue Randall Street Santiago Canyon AC E 1 1,474 15 22,110 67 35 56 9 Grind - ARHM Overlay $124,479 2027-28 1353 3555 Meats Ave Frontage Meats Avenue End AC E 2 368 32 14,720 27 56 32 12 AC Recon $238,758 2027-28 769 1590 Morning Glory Way White Oak Ridge Willow Springs Road AC E 2 985 32 32,270 67 55 32 13 Grind - ARHM Overlay $181,680 2027-28 815 2167 Olive Avenue 200' n/o Lincoln Avenue Lincoln Avenue AAC I 2 200 30 5,700 67 10 26 64 Grind - ARHM Overlay $32,091 2027-28 816 2395 Olive Street Chapman Avenue Almond Avenue PCC E 2 615 40 24,600 57 52 16 32 Grind - ARHM Overlay $138,498 2027-28 816 777 Olive Street Maple Avenue Chapman Avenue PCC E 2 615 40 24,600 61 40 14 46 Grind - ARHM Overlay $138,498 2027-28 816 778 Olive Street Palm AVenue Maple Avenue PCC E 2 620 40 24,800 58 32 14 54 Grind - ARHM Overlay $139,624 2027-28 816 779 Olive Street North End Palm Avenue AC E 2 305 36 10,724 43 46 45 9 Grind - ARHM Overlay $60,376 2027-28 816 780 Olive Street Walnut Avenue Sycamore Avenue AC E 2 620 36 21,808 75 27 55 18 Type II Slurry Seal $12,212 2027-28 816 956 Olive Street Almond Avenue Palmyra Avenue AC E 2 600 36 21,600 38 27 41 32 Grind - ARHM Overlay $121,608 2027-28 828 1063 Orange Street Quincy Avenue South End AC E 2 170 31 6,320 64 65 31 4 Grind - ARHM Overlay $35,582 2027-28 828 1097 Orange Street Rose Avenue Walnut AVenue AC E 2 615 36 22,140 63 14 47 39 Grind - ARHM Overlay $124,648 2027-28 828 1098 Orange Street North End Rose Avenue AC E 2 305 38 11,590 69 11 59 30 Type II Slurry Seal $6,490 2027-28 828 1149 Orange Street Collins Avenue Lomita Avenue AC E 2 615 40 24,600 72 0 100 0 Type II Slurry Seal $13,776 2027-28 828 2392 Orange Street Maple Avenue Chapman Avenue PCC E 2 605 40 24,200 52 64 17 19 PCC Repair $14,520

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290
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2027-28 828 2399 Orange Street Chapman Avenue Almond Avenue PCC I 2 615 40 24,600 73 34 17 49 PCC Repair $9,840 2027-28 828 2407 Orange Street Almond Avenue Washington Avenue PCC E 2 295 40 11,800 70 51 17 32 PCC Repair $4,720 2027-28 828 2408 Orange Street Washington Avenue Palmyra Avenue PCC E 2 300 40 12,000 70 53 13 34 PCC Repair $4,800 2027-28 828 2411 Orange Street Palm Avenue Maple Avenue PCC E 2 620 40 24,800 45 75 13 12 PCC Repair $14,880 2027-28 859 1296 Park Lane Orange Grove Avenue Walnut Avenue AC E 2 450 32 14,400 77 34 29 37 Type II Slurry Seal $8,064 2027-28 859 1839 Park Lane Meats Avenue Del Mar Avenue AC E 2 735 32 23,520 87 0 100 0 Type II Slurry Seal $13,171 2027-28 862 2215 Parker Street Katella Avenue South End AC E 2 565 38 21,470 64 36 29 35 Grind - ARHM Overlay $120,876 2027-28 862 2217 Parker Street Struck Avenue Collins Avenue AAC I 2 1,265 37 46,805 65 63 33 4 Grind - ARHM Overlay $263,512 2027-28 862 769 Parker Street North End Maple Avenue AC E 1 305 18 5,490 79 0 69 31 Type II Slurry Seal $3,074 2027-28 862 770 Parker Street North End Palm Avenue AC E 2 705 37 27,135 59 35 50 15 Grind - ARHM Overlay $152,770 2027-28 862 961 Parker Street Chapman Avenue Almond Avenue AC E 2 620 36 22,320 76 11 89 0 Type II Slurry Seal $12,499 2027-28 906 1062 Quincy Avenue Glassell Street Grand Street AC E 2 605 31 18,755 57 69 28 3 Grind - ARHM Overlay $105,591 2027-28 906 1346 Quincy Avenue West End Wanda Road AAC E 2 180 32 6,860 73 0 100 0 Type II Slurry Seal $3,842 2027-28 906 1507 Quincy Avenue Highland Street East End AC E 2 350 30 10,500 68 27 73 0 Type II Slurry Seal $5,880 2027-28 906 3156 Quincy Avenue Highland Street 156' w/o Highland Street AC E 2 156 30 4,680 58 43 57 0 Grind - ARHM Overlay $26,348 2027-28 1083 740 Stevens Street Maple Avenue Chapman Avenue AC E 2 600 32 19,200 48 74 24 2 Grind - ARHM Overlay $108,096 2027-28 1083 741 Stevens Street North End Maple Avenue AC E 2 450 32 14,400 63 52 23 25 Grind - ARHM Overlay $81,072 2027-28 1083 742 Stevens Street North End Palm Avenue AC E 2 335 32 10,720 77 40 51 9 Type II Slurry Seal $6,003 2027-28 1109 783 Sycamore Avenue Cypress Street Lemon Street AC E 2 295 31 9,145 28 62 25 13 Grind - ARHM Overlay $51,486 2027-28 1153 1381 Van Owen Avenue Harding Street East End AAC E 2 340 32 10,880 82 0 100 0 Type II Slurry Seal $6,093 2027-28 1153 2170 Van Owen Avenue Tustin Street East End AC E 2 850 37 31,450 46 45 40 15 Grind - ARHM Overlay $177,064 2027-28 1230 1095 Wilson Avenue Shaffer Street Cambridge Street AC E 2 1,275 31 39,525 72 60 27 13 Type II Slurry Seal $22,134 2027-28 1230 1196 Wilson Avenue Lemon Street Glassell Street AAC E 2 595 31 18,445 80 21 79 0 Type II Slurry Seal $10,329 $5,469,594
2028-29 65 2203 Alpine Road Orangegrove Avenue Orangewood Avenue AAC I 2 375 44 16,500 80 59 39 2 Type II Slurry Seal $9,570 2028-29 65 820 Alpine Road Culver Avenue La Veta Avenue AC E 2 625 32 20,000 68 28 27 45 Type II Slurry Seal $11,600 2028-29 78 2207 Angus Avenue Batavia Street Hariton Street AC I 2 1,075 44 47,300 71 27 57 16 Type II Slurry Seal $27,434 2028-29 156 2225 Braden Court West End Main Street AC I 2 635 44 27,940 27 53 47 0 AC Recon $490,068 2028-29 191 2242 Business Center Drive Collins Avenue Commerce Street AC I 2 805 44 35,420 47 52 48 0 Grind - ARHM Overlay $207,207 2028-29 198 2505 California Street Mayfair Avenue Walnut Avenue AC E 2 1,250 32 40,000 83 33 49 18 Type II Slurry Seal $23,200 2028-29 229 2490 Carrie Avenue Sacramento Street Markwood Street AC E 2 310 32 9,920 82 0 96 4 Type II Slurry Seal $5,754 2028-29 281 1314 Clinton Street Rose Avenue South End AC E 2 230 31 8,230 67 18 75 7 Grind - ARHM Overlay $48,146 2028-29 281 1323 Clinton Street North End Madison Avenue AC E 2 310 31 10,660 77 0 73 27 Type II Slurry Seal $6,183 2028-29 291 2243 Commerce Street Collins Avenue Business Center Drive AC I 2 370 44 16,280 55 20 74 6 Grind - ARHM Overlay $95,238 2028-29 331 2190 Cypress Street Almond Avenue Palmyra Avenue AAC E 2 615 36 22,140 78 0 15 85 Type II Slurry Seal $12,841 2028-29 331 2196 Cypress Street Collins Avenue 1340' s/o Collins Avenue AC I 2 1,340 36 48,240 54 44 56 0 Grind - ARHM Overlay $282,204 2028-29 331 2197 Cypress Street 1340' s/o Collins Avenue Walnut Avenue AC I 2 1,235 38 46,930 58 35 65 0 Grind - ARHM Overlay $274,541 2028-29 331 2198 Cypress Street Sycamore Avenue Palm Avenue AC I 2 630 36 22,680 83 0 100 0 Type II Slurry Seal $13,154 2028-29 331 2404 Cypress Street Chapman Avenue Almond Avenue PCC E 2 620 40 24,800 50 54 16 30 PCC Repair $9,920 2028-29 331 2405 Cypress Street Maple Avenue Chapman Avenue PCC E 2 610 40 24,400 53 68 17 15 PCC Repair $9,760 2028-29 331 2406 Cypress Street Palm Avenue Maple Avenue PCC E 2 620 40 24,800 49 64 11 25 PCC Repair $9,920 2028-29 389 2205 Elm Street Collins Avenue South End AAC I 2 395 44 17,380 85 0 33 67 Type II Slurry Seal $10,080 2028-29 392 2268 Emerald Drive Walnut Avenue Cherry Drive AC E 2 440 30 13,200 84 0 83 17 Type II Slurry Seal $7,656 2028-29 407 1319 Everett Avenue Markwood Street East End AAC E 2 85 40 3,400 81 0 98 2 Type II Slurry Seal $1,972 2028-29 408 1100 Everett Place Cambridge Street California Street AAC E 2 1,280 31 39,680 72 5 95 0 Type II Slurry Seal $23,014 2028-29 408 1101 Everett Place California Street Lincoln Avenue AAC E 2 620 31 19,220 68 0 24 76 Type II Slurry Seal $11,148 2028-29 408 1102 Everett Place Lincoln Avenue East End AC E 2 295 31 9,145 79 0 100 0 Type II Slurry Seal $5,304 2028-29 428 1298 Fern Street Walnut Avenue Handy Street AC E 2 1,180 31 36,580 81 0 98 2 Type II Slurry Seal $21,216 2028-29 428 1362 Fern Street North End Athens Avenue AAC E 2 190 32 6,080 81 55 38 7 Type II Slurry Seal $3,526 2028-29 428 1397 Fern Street Collins Avenue Mayfair Avenue AC E 2 930 32 29,760 76 0 98 2 Type II Slurry Seal $17,261 2028-29 428 1398 Fern Street Mayfair Avenue Rose Avenue AC E 2 765 32 24,480 73 0 99 1 Type II Slurry Seal $14,198 2028-29 516 1850 Grove Avenue Sacramento Street Agate Street AC E 2 930 32 30,260 79 59 41 0 Type II Slurry Seal $17,551 2028-29 516 2182 Grove Avenue Glassell Street East End AC I 2 225 44 11,050 72 60 40 0 Type II Slurry Seal $6,409 2028-29 516 2253 Grove Avenue Batavia Street 1710' E Batavia Street AAC I 2 1,710 44 75,240 84 36 44 20 Type II Slurry Seal $43,639 2028-29 516 2254 Grove Avenue 1710' E Batavia Street Glassell Street AAC I 2 910 44 31,850 63 72 15 13 Grind - ARHM Overlay $186,323 2028-29 533 2129 Harwood Street North End Meats Avenue Frontage Road AAC E 2 595 31 18,445 85 0 73 27 Type II Slurry Seal $10,698 2028-29 533 2420 Harwood Street Maple Avenue Chapman Avenue PCC E 2 605 34 20,570 58 68 17 15 PCC Repair $8,228 2028-29 533 2421 Harwood Street Palm Avenue Maple Avenue PCC E 2 615 34 20,910 47 62 9 29 PCC Repair $8,364 2028-29 533 918 Harwood Street Chapman Avenue Almond Avenue AAC E 2 615 33 20,295 46 48 42 10 Grind - ARHM Overlay $118,726 2028-29 555 3467 Highland Street Mayfair Avenue Rose Avenue AC E 2 595 31 18,445 78 25 58 17 Type II Slurry Seal $10,698 2028-29 612 1403 Kathleen Street Collins Avenue Mayfair Avenue AC E 2 1,170 36 42,120 67 44 43 13 Grind - ARHM Overlay $246,402 2028-29 612 1500 Kathleen Street Chapman Avenue Palmyra Avenue AAC E 2 1,275 32 40,800 83 12 70 18 Type II Slurry Seal $23,664 2028-29 681 1157 Lomita Avenue Glassell Street Grand Street AC E 2 615 33 20,295 55 55 33 12 Grind - ARHM Overlay $118,726

Page 6 of 10 ends

291
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2028-29 681 1158 Lomita Avenue Grand Street Shaffer Street AC E 2 625 32 20,000 77 0 33 67 Type II Slurry Seal $11,600 2028-29 681 1316 Lomita Avenue Adelle Street Kathleen Street AC E 2 220 32 7,040 73 42 58 0 Type II Slurry Seal $4,083 2028-29 697 1124 Lynn Drive Collins Avenue South End AC E 2 300 31 10,900 80 10 90 0 Type II Slurry Seal $6,322 2028-29 700 1114 Madison Avenue California Street Lincoln Avenue AC E 2 610 31 18,910 85 0 100 0 Type II Slurry Seal $10,968 2028-29 707 1337 Malena Street Orange Grove Avenue Walnut Avenue AC E 2 540 32 17,280 66 0 60 40 Grind - ARHM Overlay $101,088 2028-29 728 1318 Markwood Street Oakmont Avenue Carie Avenue AC E 2 615 32 19,680 77 7 82 11 Type II Slurry Seal $11,414 2028-29 728 1325 Markwood Street Carrie Avenue Hamilton Avenue AC E 2 385 32 12,320 72 0 92 8 Type II Slurry Seal $7,146 2028-29 734 1106 Mayfair Avenue Cambridge Street California Street AC E 2 1,280 32 40,960 68 53 47 0 Type II Slurry Seal $23,757 2028-29 734 1107 Mayfair Avenue California Street Lincoln Avenue AAC E 2 625 31 19,375 86 0 67 33 Type II Slurry Seal $11,238 2028-29 734 1268 Mayfair Avenue Tustin Street Highland Street AC E 2 1,035 31 32,085 65 51 36 13 Grind - ARHM Overlay $187,697 2028-29 788 2206 Nicholas Avenue Batavia Street Hartition Street AC I 2 1,075 34 36,550 21 88 12 0 AC Recon $641,087 2028-29 807 1103 Oakmont Avenue Cambridge Street Maplewood Street AC E 2 620 31 19,220 55 64 34 2 Grind - ARHM Overlay $112,437 2028-29 807 1104 Oakmont Avenue Maplewood Street California Street AC E 2 620 32 19,840 67 7 73 20 Grind - ARHM Overlay $116,064 2028-29 807 1143 Oakmont Avenue Grand Street East End AC E 2 465 32 15,930 58 44 30 26 Grind - ARHM Overlay $93,191 2028-29 807 1317 Oakmont Avenue 130' w/o Markewood Handy Street AC E 2 985 31 30,535 64 60 38 2 Grind - ARHM Overlay $178,630 2028-29 816 781 Olive Street Rose Avenue Walnut Avenue AC E 2 650 36 23,400 65 50 50 0 Grind - ARHM Overlay $136,890 2028-29 823 1116 Orangegrove Avenue Maplewood Street California Street AC E 2 555 31 17,205 77 19 81 0 Type II Slurry Seal $9,979 2028-29 823 1286 Orangegrove Avenue Tustin Street Wayfield Street AC E 2 475 32 15,200 78 32 58 10 Type II Slurry Seal $8,816 2028-29 823 1297 Orangegrove Avenue West End (near Park Lane) East End AC E 2 630 32 24,543 69 45 40 15 Type II Slurry Seal $14,235 2028-29 823 1308 Orangegrove Avenue Sacramento Street East End AC E 2 215 31 7,715 77 0 68 32 Type II Slurry Seal $4,475 2028-29 823 1336 Orangegrove Avenue Handy Street Hart Street AAC E 2 755 31 23,405 73 0 99 1 Type II Slurry Seal $13,575 2028-29 823 1338 Orangegrove Avenue Malena Street East End AC E 2 460 32 15,770 63 0 46 54 Grind - ARHM Overlay $92,255 2028-29 891 2240 Poplar Street North End Orangewood Avenue AC I 2 1,475 44 64,900 68 15 81 4 Type II Slurry Seal $37,642 2028-29 891 737 Poplar Street North End Maple Avenue AC E 2 230 32 7,360 82 10 66 24 Type II Slurry Seal $4,269 2028-29 960 1117 Rose Avenue Cambridge Street California Street AAC E 2 1,280 32 40,960 81 0 96 4 Type II Slurry Seal $23,757 2028-29 960 1119 Rose Avenue Lincoln Avenue East End AC E 2 295 31 9,145 66 57 43 0 Grind - ARHM Overlay $53,498 2028-29 960 1287 Rose Avenue Tustin STreet Highland Street AC E 2 1,150 31 35,650 74 25 75 0 Type II Slurry Seal $20,677 2028-29 1021 2241 Sequoia Avenue Eckhoff Street Popular Street AC I 2 890 44 39,160 25 83 9 8 AC Recon $686,866 2028-29 1197 1123 Waverly Street Collins Avenue Oakmont Avenue AC E 2 825 31 25,575 69 47 53 0 Type II Slurry Seal $14,834 2028-29 1217 2029 White Spring Lane Shadow Ridge Lane East End AC E 2 440 32 15,580 80 0 57 43 Type II Slurry Seal $9,036 2028-29 1232 2094 Windes Drive Highpoint Road Santiago Canyon Road AC E 2 990 39 27,720 80 0 88 12 Type II Slurry Seal $16,078 2028-29 1232 2095 Windes Drive Grovewood Lane Highpoint Road AC E 2 550 28 15,400 70 0 80 20 Type II Slurry Seal $8,932 2028-29 1232 2096 Windes Drive Lewis Street Grovewood Lane AC E 2 860 18 15,480 72 0 74 26 Type II Slurry Seal $8,978 2028-29 1232 2097 Windes Drive Lewis Street 535' n/o Lewis Drive AC E 2 535 19 10,165 78 0 68 32 Type II Slurry Seal $5,896 $5,138,950
2029-30 3 789 Acacia Avenue Jewell Place Lime Street AC E 2 435 32 13,920 64 0 93 7 Grind - ARHM Overlay $84,773 2029-30 118 2428 Beaton Way Donnybrooke Street East End AC E 2 170 31 6,320 69 74 26 0 Type II Slurry Seal $3,855 2029-30 127 627 Beverly Drive Sycamore Avenue East End AAC E 2 1,265 36 45,540 83 0 48 52 Type II Slurry Seal $27,779 2029-30 127 628 Beverly Drive Main Street Crescent Drive AC E 2 550 32 17,600 81 0 23 77 Type II Slurry Seal $10,736 2029-30 190 2515 Bush Street North End Almond Avenue AC E 2 400 32 12,800 61 46 53 1 Grind - ARHM Overlay $77,952 2029-30 190 2516 Bush Street Almond Avenue Palmyra Place AC E 2 470 31 14,570 53 42 49 9 Grind - ARHM Overlay $88,731 2029-30 190 2517 Bush Street Stewart Drive Providence Avenue AC I 2 315 33 10,395 75 79 17 4 Type II Slurry Seal $6,341 2029-30 242 2527 Center Street 530' N Walnut Avenue Walnut Avenue AC E 2 530 20 10,600 79 63 37 0 Type II Slurry Seal $6,466 2029-30 276 2440 Clark Street North End Maple Avenue AC E 2 460 36 18,060 76 0 100 0 Type II Slurry Seal $11,017 2029-30 358 750 Donneybrooke Street Sycamore Avenue Palm Avenue AC E 2 585 32 18,720 86 10 82 8 Type II Slurry Seal $11,419 2029-30 358 751 Donneybrooke Street Palm Avenue South End AC E 2 1,055 32 34,810 80 46 33 21 Type II Slurry Seal $21,234 2029-30 426 744 Feldner Road Maple Avenue Chapman Avenue AC E 2 605 30 18,150 72 56 36 8 Type II Slurry Seal $11,072 2029-30 426 792 Feldner Road Almond Avenue Palmyra Avenue AAC E 2 700 32 22,400 81 13 84 3 Type II Slurry Seal $13,664 2029-30 435 736 Fir Street Maple Avenue South End AAC E 2 360 32 11,520 83 0 95 5 Type II Slurry Seal $7,027 2029-30 445 727 Flower Street Maple Avenue Chapman Avenue AC E 2 600 32 19,200 50 69 16 15 Grind - ARHM Overlay $116,928 2029-30 445 728 Flower Street North End Maple Avenue AC E 2 450 32 14,400 72 46 37 17 Type II Slurry Seal $8,784 2029-30 445 729 Flower Street North End Palm Avenue AC E 2 335 32 10,720 59 57 37 6 Grind - ARHM Overlay $65,285 2029-30 455 2272 Frampton Street Palm Avenue South End AAC E 2 170 32 6,490 74 0 84 16 Type II Slurry Seal $3,959 2029-30 545 735 Hemlock Street Willow Avenue South End AC E 2 220 32 7,040 70 36 61 3 Type II Slurry Seal $4,294 2029-30 594 1134 Jefferson Avenue Shaffer Street Harwood Street AC E 2 625 32 20,000 52 76 24 0 Grind - ARHM Overlay $121,800 2029-30 661 788 Lester Drive Maple Avenue Chapman Avenue AC E 2 605 34 20,570 83 16 84 0 Type II Slurry Seal $12,548 2029-30 669 1112 Lincoln Street Madison Avenue Walnut Avenue AAC E 2 270 31 8,370 75 63 37 0 Type II Slurry Seal $5,106 2029-30 669 1121 Lincoln Street Walnut Avenue Palm Avenue AC E 2 1,265 32 40,480 60 64 31 5 Grind - ARHM Overlay $246,523 2029-30 715 1026 Maple Avenue California Street Shattuck Place AC E 2 865 38 32,870 77 29 71 0 Type II Slurry Seal $20,051 2029-30 715 2394 Maple Avenue Glassell Street Shaffer Street PCC I 2 1,270 40 50,800 52 67 16 17 PCC Repair $20,320 2029-30 715 2412 Maple Avenue Shaffer Street Cambridge Street PCC E 2 1,320 40 52,800 50 57 16 27 PCC Repair $21,120 2029-30 715 2853 Maple Avenue Eckhoff Street Feldner Road AAC E 2 1,315 36 47,340 66 53 47 0 Grind - ARHM Overlay $288,301 2029-30 715 746 Maple Avenue Bitterbush Street Eckhoff Street AC E 2 905 36 32,580 67 69 25 6 Grind - ARHM Overlay $198,412

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292
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2029-30 715 765 Maple Avenue Feldner Road Main Street AAC E 2 1,185 37 43,845 53 72 28 0 Grind - ARHM Overlay $267,016 2029-30 715 766 Maple Avenue Main Street Lime Street AC E 2 730 32 23,360 86 17 83 0 Type II Slurry Seal $14,250 2029-30 715 767 Maple Avenue Lime Street Batavia Street AC E 2 645 36 23,220 80 12 79 9 Type II Slurry Seal $14,164 2029-30 1321 3193 Nicky Way Santiago Canyon Road 506' s/o Santiago Canyon Road AC E 2 506 20 10,120 58 60 27 13 Grind - ARHM Overlay $61,631 2029-30 799 2610 Notre Dame Avenue Canyon View Avenue Dove Lane AC E 2 215 32 6,880 53 0 75 25 Grind - ARHM Overlay $41,899 2029-30 802 1173 Nutwood Street Donna Avenue South End AC E 2 320 32 10,990 71 10 74 16 Type II Slurry Seal $6,704 2029-30 813 2609 Old Chapman Road North End Canyon View Avenue AC E 2 505 28 14,890 65 0 99 1 Grind - ARHM Overlay $90,680 2029-30 845 731 Palm Avenue Donneybrooke Street Eckhoff Street AC E 2 1,200 32 38,400 68 69 31 0 Type II Slurry Seal $23,424 2029-30 845 786 Palm Avenue Main Street Batavia Street AC E 2 1,370 39 53,430 75 0 100 0 Type II Slurry Seal $32,592 2029-30 845 787 Palm Avenue Batavia Street Cypress St AC E 2 1,310 37 49,210 80 25 71 4 Type II Slurry Seal $30,018 2029-30 846 785 Palm Drive Main Street Maple Avenue AC E 2 905 37 33,485 59 74 15 11 Grind - ARHM Overlay $203,924 2029-30 918 1998 Randall Street Mustang Avenue Kennymead Avenue AC E 1 334 16 5,844 76 0 65 35 Type II Slurry Seal $3,565 2029-30 918 3179 Randall Street Meads Avenue Mustang Avenue AC E 1 795 16 12,720 72 23 35 42 Type II Slurry Seal $7,759 2029-30 937 1867 Riding Way Villa Vista Way Santiago Boulevard AAC E 2 1,085 32 34,720 79 0 100 0 Type II Slurry Seal $21,179 2029-30 1029 1153 Shaffer Street Walnut Avenue Palm Avenue AC E 2 1,255 34 42,670 72 23 46 31 Type II Slurry Seal $26,029 2029-30 1029 2174 Shaffer Street Katella Avenue Hoover Avenue AC I 2 315 37 11,655 78 0 100 0 Type II Slurry Seal $7,110 2029-30 1029 2415 Shaffer Street Palm Avenue Maple Avenue PCC E 2 620 34 21,080 45 67 10 23 PCC Repair $8,432 2029-30 1032 1141 Shattuck Place Walnut Avenue Palm Avenue AC E 2 1,260 32 40,320 70 38 61 1 Type II Slurry Seal $24,595 2029-30 1109 782 Sycamore Avenue Lemon Street Glassell Street AC E 2 620 32 19,840 65 63 33 4 Grind - ARHM Overlay $120,826 2029-30 1109 784 Sycamore Avenue Main Street Batavia Street AC E 2 1,365 31 42,315 74 32 67 1 Type II Slurry Seal $25,812 2029-30 1197 1032 Waverly Street Palm Avenue Maple Avenue AC E 2 610 34 20,740 55 32 39 29 Grind - ARHM Overlay $126,307 2029-30 1187 2162 Wayfield Circle North End Chapman Avenue AC I 2 665 32 22,330 59 54 29 17 Grind - ARHM Overlay $135,990 $2,809,401
2030-31 119 2185 Bedford Road La Veta Avenue Bronson Avenue AAC I 2 630 45 28,350 84 50 27 23 Type II Slurry Seal $17,861 2030-31 119 2448 Bedford Road Culver Avenue La Veta Avenue AC E 2 630 31 19,530 77 40 59 1 Type II Slurry Seal $12,304 2030-31 119 2449 Bedford Road Palmyra Avenue Culver Avenue AC E 2 605 40 24,200 84 3 59 38 Type II Slurry Seal $15,246 2030-31 129 862 Binnacle Street Jetty Circle East End AC E 2 510 32 16,128 56 55 44 1 Grind - ARHM Overlay $102,090 2030-31 234 2424 Castle Circle Almond Avenue South End AAC E 2 200 30 7,050 67 43 56 1 Grind - ARHM Overlay $44,627 2030-31 253 2626 Chapman Frontage Road Jetty Drive East End AC E 2 470 28 13,910 39 54 38 8 Grind - ARHM Overlay $88,050 2030-31 276 2442 Clark Street North End Walnut Avenue AC E 2 310 33 10,230 85 0 100 0 Type II Slurry Seal $6,445 2030-31 276 2443 Clark Street Chapman Avenue Almond Avenue AC E 2 620 36 22,320 77 0 75 25 Type II Slurry Seal $14,062 2030-31 287 2244 Collins Avenue West End Eckhoff Street AC I 2 290 50 8,700 50 42 31 27 Grind - ARHM Overlay $55,071 2030-31 290 2579 Columbia Place Main Street East End AC E 2 135 32 4,320 58 83 13 4 Grind - ARHM Overlay $27,346 2030-31 305 2028 Cottage Hill Drive White Spring Lane South End AC E 2 575 36 22,200 80 29 45 26 Type II Slurry Seal $13,986 2030-31 306 1692 Cottonwood Street East End Crystal View Avenue AC E 2 525 32 16,800 77 42 52 6 Type II Slurry Seal $10,584 2030-31 306 2466 Cottonwood Street Brookshire Avenue Woodstock Avenue AAC E 2 840 32 26,880 82 44 32 24 Type II Slurry Seal $16,934 2030-31 320 795 Crest Road La Veta Avenue Bronson Avenue AC E 2 600 32 19,200 63 70 25 5 Grind - ARHM Overlay $121,536 2030-31 328 707 Culver Avenue Devon Road Crest Road AC E 2 265 32 7,840 33 63 35 2 Grind - ARHM Overlay $49,627 2030-31 328 708 Culver Avenue Flower Street Devon Road AC E 2 1,415 32 45,280 55 65 33 2 Grind - ARHM Overlay $286,622 2030-31 328 802 Culver Avenue Lemon Street Glassell Street AC E 2 620 30 18,600 78 0 100 0 Type II Slurry Seal $11,718 2030-31 328 972 Culver Avenue Alpine Street Main Street AC E 2 420 40 16,800 81 37 61 2 Type II Slurry Seal $10,584 2030-31 328 973 Culver Avenue Bedford Road Alpine Street AC E 2 240 40 9,600 82 39 55 6 Type II Slurry Seal $6,048 2030-31 328 974 Culver Avenue Crest Road Bedford Road AC E 2 290 32 9,280 79 56 44 0 Type II Slurry Seal $5,846 2030-31 351 704 Devon Road La Veta Avenue Bronson Avenue AC E 2 605 32 19,360 66 64 33 3 Grind - ARHM Overlay $122,549 2030-31 351 705 Devon Road Culver Avenue La Veta Avenue AC E 2 620 32 19,840 68 71 18 11 Type II Slurry Seal $12,499 2030-31 351 706 Devon Road Palmyra Avenue Culver Avenue AC E 2 620 32 19,840 73 81 10 9 Type II Slurry Seal $12,499 2030-31 355 1673 Dixon Avenue Olympia Way East End AC E 2 150 32 5,900 69 0 100 0 Type II Slurry Seal $3,717 2030-31 544 14663 Heim Avenue Orange-Olive Road Torres Street AC E 2 1,571 36 56,556 64 34 32 34 Grind - ARHM Overlay $357,999 2030-31 555 2168 Highland Street Coral Avenue Taft Avenue AC I 2 1,980 30 63,400 53 63 23 14 Grind - ARHM Overlay $401,322 2030-31 555 3224 Highland Street Coral Ave North End AC E 2 1,076 32 37,232 55 60 30 10 Grind - ARHM Overlay $235,679 2030-31 596 2883 Jetty Drive Sirius Avenue Chapman Avenue AAC E 2 725 33 23,325 71 61 30 9 Type II Slurry Seal $14,695 2030-31 646 699 Larkspur Drive Flower Street Poinsettia Drive AC E 2 715 32 22,880 62 68 31 1 Grind - ARHM Overlay $144,830 2030-31 663 2322 Lewis Street North End El Prado Avenue AC E 2 420 36 16,920 46 61 39 0 Grind - ARHM Overlay $107,104 2030-31 663 2324 Lewis Street Lewis Street South End AC E 2 650 36 22,600 52 48 33 19 Grind - ARHM Overlay $143,058 2030-31 663 3443 Lewis Street Windes Dr East End AC E 2 779 25 15,170 86 0 79 21 Type II Slurry Seal $9,557 2030-31 693 712 Louise Place Almond Ave South End AC E 2 180 32 6,810 36 53 46 1 Grind - ARHM Overlay $43,107 2030-31 711 2844 Manchester Avenue City Boulevard West Chapman Avenue AAC I 5 1,225 92 112,700 74 56 29 15 Type II Slurry Seal $71,001 2030-31 723 804 Marietta Avenue Clark Street East End AC E 2 110 32 4,570 73 24 76 0 Type II Slurry Seal $2,879 2030-31 833 711 Orchard Avenue Flower Street East End AC E 2 635 32 20,320 67 33 56 11 Grind - ARHM Overlay $128,626 2030-31 848 796 Palmyra Avenue Main Street Lime Street AC E 2 910 32 29,120 74 0 44 56 Type II Slurry Seal $18,346 2030-31 848 797 Palmyra Avenue Lime Street Batavia Street AC E 2 710 32 22,720 82 0 83 17 Type II Slurry Seal $14,314 2030-31 867 811 Paul Road Feldner Road 210' e/o Feldner Road AC E 2 210 32 6,720 63 0 66 34 Grind - ARHM Overlay $42,538 2030-31 887 710 Plum Lane Culver Avenue Orchard Avenue AAC E 2 350 32 11,200 62 49 51 0 Grind - ARHM Overlay $70,896

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293
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2030-31 903 2482 Providence Avenue Main Street Bush Street AC I 2 290 31 8,990 52 73 27 0 Grind - ARHM Overlay $56,907 2030-31 1047 715 Silktree Circle La Veta Avenue South End AC E 2 240 32 7,680 77 29 64 7 Type II Slurry Seal $4,838 2030-31 1051 578 Sirius Avenue Spinnaker Street Lewis Street AC E 2 795 33 26,043 65 44 49 7 Grind - ARHM Overlay $164,852 2030-31 1051 579 Sirius Avenue City Limit Spinnaker Street AC E 2 1,150 32 36,416 67 35 65 0 Grind - ARHM Overlay $230,513 2030-31 1080 1166 Stay Court Jetty Drive East End AC E 2 135 33 5,955 54 62 38 0 Grind - ARHM Overlay $37,695 2030-31 1084 2186 Stewart Drive Main Street Bush Street AAC I 2 330 42 13,860 74 63 34 3 Type II Slurry Seal $8,732 2030-31 1127 576 Tiller Avenue Halyard Lane Spinnaker Street AC E 2 930 33 31,190 74 28 72 0 Type II Slurry Seal $19,650 2030-31 1127 577 Tiller Avenue Spinnaker Street Lewis Street AC E 2 680 33 22,242 76 24 76 0 Type II Slurry Seal $14,012 2030-31 1191 808 Washington Avenue Clark Street East End AC E 2 110 32 4,570 60 52 48 0 Grind - ARHM Overlay $28,928 $3,439,929
2031-32 13 842 Alderwood Avenue West End Pinewood Street AAC E 2 160 32 5,120 66 0 100 0 Grind - ARHM Overlay $33,690 2031-32 92 1869 Aspen Street North End Canyon View Ave AC E 2 515 36 20,338 47 40 60 0 Grind - ARHM Overlay $133,824 2031-32 110 636 Barkley Street Hart Street East End AC E 2 500 32 16,000 64 17 82 1 Grind - ARHM Overlay $105,280 2031-32 115 593 Bayberry Street North End Sprucewood Avenue AC E 2 220 32 8,838 64 82 18 0 Grind - ARHM Overlay $58,154 2031-32 116 2248 Baywood Avenue South End Glassell Street AC I 2 640 44 28,160 44 66 29 5 Grind - ARHM Overlay $185,293 2031-32 120 631 Beechwood Street Woodstock Avenue Fletcher Avenue AAC E 2 395 32 12,640 78 51 47 2 Type II Slurry Seal $7,584 2031-32 120 632 Beechwood Street Dunton Avenue Crystal View Avenue AC E 2 615 32 19,680 58 76 20 4 Grind - ARHM Overlay $129,494 2031-32 121 608 Belbrook Street Amber Avenue Glendora Avenue AAC E 2 500 32 16,000 65 48 27 25 Grind - ARHM Overlay $105,280 2031-32 122 601 Bennett Avenue West End Malena Street AC E 2 135 32 5,820 66 0 100 0 Grind - ARHM Overlay $38,296 2031-32 146 618 Bolingridge Drive Northwest End Hillview Drive AC E 2 1,000 32 32,000 82 20 80 0 Type II Slurry Seal $19,200 2031-32 174 2247 Bristol Lane West End Glassell Street AC I 2 520 44 22,880 33 55 34 11 Grind - ARHM Overlay $150,550 2031-32 224 2423 Carmen Circle Almond Avenue South End AAC E 2 200 30 7,050 62 51 48 1 Grind - ARHM Overlay $46,389 2031-32 289 1866 Colorado Lane North End Villa Vista Way AC E 2 100 32 3,200 71 56 44 0 Type II Slurry Seal $1,920 2031-32 297 1370 Coolidge Avenue Sacramento Street Handy Street AAC E 2 925 31 28,675 81 56 44 0 Type II Slurry Seal $17,205 2031-32 315 1887 Creekside Avenue Cannon Street Singingwood Street AC E 2 1,320 36 47,520 64 46 22 32 Grind - ARHM Overlay $312,682 2031-32 318 2561 Crest De Ville Avenue Goldenrod Lane South End AC E 2 460 36 18,060 57 0 100 0 Grind - ARHM Overlay $118,835 2031-32 332 1304 Dana Avenue Milford Street East End AC E 2 360 31 12,210 54 30 70 0 Grind - ARHM Overlay $80,342 2031-32 348 1711 Delta Street St. James Avenue South End AAC E 2 140 31 4,340 67 78 22 0 Grind - ARHM Overlay $28,557 2031-32 366 1704 Dunbar Street Greenleaf Avenue South End AAC E 2 125 31 3,875 62 43 57 0 Grind - ARHM Overlay $25,498 2031-32 366 2157 Dunbar Street North End Heim Avenue AAC E 2 580 32 18,560 86 14 76 10 Type II Slurry Seal $11,136 2031-32 367 1709 Dunfield Street St. James Avenue South End AC E 2 230 31 7,130 58 43 44 13 Grind - ARHM Overlay $46,915 2031-32 374 2246 Eckhoff Street North End Collins Avenue AC I 2 530 36 19,080 64 41 39 20 Grind - ARHM Overlay $125,546 2031-32 381 2055 El Rito Drive Rama Street Cerro Villa Drive AC E 2 985 33 33,255 58 17 62 21 Grind - ARHM Overlay $218,818 2031-32 500 1148 Grand Street Rose Avenue Walnut Avenue AAC E 2 595 37 22,015 86 0 60 40 Type II Slurry Seal $13,209 2031-32 526 1306 Handy Street Walnut Avenue Palm Avenue AC E 2 1,280 31 39,680 85 0 74 26 Type II Slurry Seal $23,808 2031-32 529 1360 Hart Street Chestnut Avenue Athens Avenue AAC E 2 420 32 13,440 84 0 67 33 Type II Slurry Seal $8,064 2031-32 529 1525 Hart Street Monroe Avenue Collins Avenue AAC E 2 740 32 23,680 81 0 100 0 Type II Slurry Seal $14,208 2031-32 585 2661 Irvine Park Road Jamboree Road 1395' E Jamboree Road AC E 3 1,395 40 55,800 64 27 50 23 Grind - ARHM Overlay $367,164 2031-32 628 1641 Kirkwood Avenue Esplanade Street Wesley Street AC E 2 345 32 11,540 61 39 58 3 Grind - ARHM Overlay $75,933 2031-32 628 1648 Kirkwood Avenue Earlham Street Winthrope Street AAC E 2 540 32 17,780 77 0 65 35 Type II Slurry Seal $10,668 2031-32 459 1453 La Veta Avenue (Frontage) La Veta Avenue East End AC E 2 665 32 21,280 55 0 100 0 Grind - ARHM Overlay $140,022 2031-32 637 971 La Veta Park Circle Parker Street La Veta Avenue AC E 2 1,105 36 39,780 31 82 9 9 Grind - ARHM Overlay $261,752 2031-32 659 959 Lemon Street Palmyra Avenue La Veta Avenue AC E 2 1,275 36 45,900 63 11 89 0 Grind - ARHM Overlay $302,022 2031-32 659 960 Lemon Street Almond Avenue Palmyra Avenue AC E 2 625 36 22,500 64 16 78 6 Grind - ARHM Overlay $148,050 2031-32 816 957 Olive Street Palmyra Avenue Culver Avenue AC E 2 610 36 21,960 49 58 14 28 Grind - ARHM Overlay $144,497 2031-32 1109 1135 Sycamore Avenue Shaffer Street Center Street AC E 2 290 32 9,280 53 37 45 18 Grind - ARHM Overlay $61,062 2031-32 1109 1136B Sycamore Avenue Hardwood Street Cambridge Street AAC E 2 640 34 21,760 56 59 40 1 Grind - ARHM Overlay $143,181 2031-32 1109 1137 Sycamore Avenue Cambridge Street Maplewood Street AAC E 2 660 41 27,060 78 0 100 0 Type II Slurry Seal $16,236 2031-32 1109 1138 Sycamore Avenue Maplewood Street California Street AAC E 2 815 31 25,265 80 0 100 0 Type II Slurry Seal $15,159 2031-32 1109 1300 Sycamore Avenue Milford Street Clinton Street AC E 2 300 31 9,300 81 0 98 2 Type II Slurry Seal $5,580 2031-32 1186 535 Walnut Avenue Park Lane East End AC E 2 450 36 17,700 63 38 59 3 Grind - ARHM Overlay $116,466 2031-32 1186 536 Walnut Avenue West End Milford Road AC E 2 700 37 28,400 73 0 88 12 Type II Slurry Seal $17,040 2031-32 1197 995 Waverly Street Palmyra Avenue South End AAC E 2 235 32 8,570 43 22 29 49 Grind - ARHM Overlay $56,391 2031-32 1227 734 Willow Avenue Eckhoff Street Sycamore Avenue AC E 2 1,485 32 47,520 62 55 41 4 Grind - ARHM Overlay $312,682 2031-32 1230 1510 Wilson Avenue Tustin Street East End AC E 2 960 31 29,760 74 0 91 9 Type II Slurry Seal $17,856 $4,271,538
2032-33 91 580 Ashwood Street Brookshire Avenue Redwood Avenue AAC E 2 1,120 32 35,840 83 12 78 10 Type II Slurry Seal $24,371 2032-33 91 581 Ashwood Street Dunton Avenue Crystal Avenue AC E 2 730 32 23,360 66 40 43 17 Grind - ARHM Overlay $160,016 2032-33 94 645 Athens Avenue Harding Street East End AAC E 2 220 32 7,040 70 9 77 14 Type II Slurry Seal $4,787 2032-33 98 603 Austin Avenue Olympia Way East End AC E 2 150 32 5,900 69 0 99 1 Type II Slurry Seal $4,012 2032-33 102 821 Avenida Palmar Renee Street Thora Street AAC E 2 603 32 19,296 77 43 52 5 Type II Slurry Seal $13,121 2032-33 102 823 Avenida Palmar Thora Street Cannon Street AAC E 2 823 32 26,336 75 9 71 20 Type II Slurry Seal $17,908 2032-33 108 612 Baldwin Avenue Oceanview Street East End AAC E 2 255 32 8,160 84 0 100 0 Type II Slurry Seal $5,549

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294
City of Orange, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Type Rank Lanes L W Area PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2032-33 108 613 Baldwin Avenue Santa Anita Street Santa Lucia Street AC E 2 705 32 22,560 82 0 100 0 Type II Slurry Seal $15,341 2032-33 223 2213 Carleton Avenue West End Glassell Street AC I 2 435 44 19,140 38 53 25 22 Grind - ARHM Overlay $131,109 2032-33 227 2493 Carolet Lane North End Craig Drive AAC E 2 175 32 7,100 75 0 87 13 Type II Slurry Seal $4,828 2032-33 242 2401 Center Street Chapman Avenue Almond Avenue PCC E 2 610 40 24,400 58 63 11 26 PCC Repair $9,760 2032-33 242 2523 Center Street Culver Avenue Plamyra Avenue AAC E 2 660 36 23,616 86 0 66 34 Type II Slurry Seal $16,059 2032-33 242 2524 Center Street Maple Avenue South End PCC E 2 310 32 9,920 51 73 18 9 PCC Repair $3,968 2032-33 242 2525 Center Street Palm Avenue Maple Avenue PCC E 2 600 32 19,200 46 52 11 37 PCC Repair $7,680 2032-33 243 2498 Century Avenue Esplanade Street East End AC E 2 170 26 4,420 79 0 100 0 Type II Slurry Seal $3,006 2032-33 243 2518 Century Avenue Jamesson Street Lincoln Avenue AC E 2 760 30 22,800 62 25 75 0 Grind - ARHM Overlay $156,180 2032-33 271 2582 Circulo Way Pvt Hewes Street Espanita Street AC E 2 800 16 12,800 64 86 14 0 Grind - ARHM Overlay $87,680 2032-33 328 1002 Culver Avenue Gardner Drive California Street AAC E 2 600 31 18,600 86 0 100 0 Type II Slurry Seal $12,648 2032-33 328 1003 Culver Avenue California Street Greengrove Drive AAC E 2 325 31 10,075 85 15 70 15 Type II Slurry Seal $6,851 2032-33 328 1004 Culver Avenue Greengrove Drive East End AAC E 2 335 31 11,435 82 0 55 45 Type II Slurry Seal $7,776 2032-33 424 7700 Feather Hill Drive Meadow Grove Rd Meats Avenue AC E 2 986 36 35,496 61 60 24 16 Grind - ARHM Overlay $243,148 2032-33 444 698 Flower Circle La Veta Avenue South End AC E 2 155 36 5,580 48 64 25 11 Grind - ARHM Overlay $38,223 2032-33 458 2251 Freedom Avenue West End East End AC E 2 1,025 44 45,100 65 56 38 6 Grind - ARHM Overlay $308,935 2032-33 468 1369 Garfield Avenue Sacramento Street Handy Street AAC E 2 875 33 28,875 81 0 100 0 Type II Slurry Seal $19,635 2032-33 494 2563 Goldenrod Lane Cannon Street 660' E Cannon Street AC E 2 660 36 23,460 60 5 93 2 Grind - ARHM Overlay $160,701 2032-33 513 1633 Greenwood Avenue Chipwood Street Esplanade Street AAC E 2 500 31 15,500 83 0 64 36 Type II Slurry Seal $10,540 2032-33 533 920 Harwood Street Palmyra Avenue Culver Avenue AC E 2 615 33 20,295 63 60 33 7 Grind - ARHM Overlay $139,021 2032-33 598 1696 Jib Street White Cap Avenue South End AAC E 2 185 31 5,735 62 64 19 17 Grind - ARHM Overlay $39,285 2032-33 603 2365 Jordan Avenue Hewes Street Esplanade Street AC E 2 1,295 37 47,915 65 12 71 17 Grind - ARHM Overlay $328,218 2032-33 634 1643 La Mirada Street Pvt Kirkwood Avenue South End AC E 2 125 32 5,800 76 14 73 13 Type II Slurry Seal $3,944 2032-33 638 1027 Lael Drive California Street East End AC E 2 545 32 17,440 59 58 23 19 Grind - ARHM Overlay $119,464 2032-33 643 1385 Lakeside Avenue Morningside Street East End AAC E 2 325 31 11,575 87 17 78 5 Type II Slurry Seal $7,871 2032-33 643 1387 Lakeside Avenue Fern Street East End AC E 2 1,000 32 33,800 62 0 100 0 Grind - ARHM Overlay $231,530 2032-33 659 2216 Lemon Street Hoover Avenue Collins Avenue AAC I 2 1,860 36 66,960 82 33 43 24 Type II Slurry Seal $45,533 2032-33 659 2396 Lemon Street Chapman Avenue Almond Avenue PCC E 2 610 40 24,400 70 37 19 44 PCC Repair $9,760 2032-33 659 2402 Lemon Street Maple Avenue Palm Avenue PCC E 2 625 40 25,000 49 73 18 9 PCC Repair $10,000 2032-33 700 1113 Madison Avenue Maplewood Street California Street AC E 2 490 31 15,190 60 43 57 0 Grind - ARHM Overlay $104,052 2032-33 751 1290 Milford Street Walnut Avenue Sycamore Avenue AC E 2 905 31 28,055 78 27 54 19 Type II Slurry Seal $19,077 2032-33 751 1291 Milford Street Sycarmore Avenue Sacramento Street AC E 2 1,185 31 36,735 86 0 79 21 Type II Slurry Seal $24,980 2032-33 751 1321 Milford Street Oakmont Avenue Walnut Avenue AC E 2 1,805 31 55,955 63 47 51 2 Grind - ARHM Overlay $383,292 2032-33 751 1379 Milford Street North End Chestnut Avenue AC E 2 135 32 5,420 78 40 51 9 Type II Slurry Seal $3,686 2032-33 751 1505 Milford Street Locust Avenue Collins Avenue AAC E 2 490 31 15,190 80 49 51 0 Type II Slurry Seal $10,329 2032-33 751 2894 Milford Street Milford Street East End #1 AC E 2 95 30 3,850 66 55 45 0 Grind - ARHM Overlay $26,373 2032-33 751 2916 Milford Street Milford Street East End #2 AC E 2 95 30 3,850 62 55 45 0 Grind - ARHM Overlay $26,373 2032-33 751 2947 Milford Street Milford Street East End #3 AC E 2 95 30 3,850 58 58 41 1 Grind - ARHM Overlay $26,373 2032-33 754 2146 Millbrae Street Amber Avenue Glendora Avenue AC E 2 470 32 15,040 73 56 43 1 Type II Slurry Seal $10,227 2032-33 761 1508 Monroe Avenue West End (near Highland St) East End AC E 2 510 30 15,300 64 59 26 15 Grind - ARHM Overlay $104,805 2032-33 767 1394 Morgan Street Collins Avenue Mayfair Avenue AC E 2 1,170 36 42,120 62 39 47 14 Grind - ARHM Overlay $288,522 2032-33 828 929 Orange Street River Avenue South End AC E 2 300 25 7,500 86 0 95 5 Type II Slurry Seal $5,100 2032-33 1335 8000 Weeping Willow Avenue Shadyvale Street Spicewood Street AC E 2 579 32 18,528 71 0 100 0 Type II Slurry Seal $12,599 2032-33 1335 8001 Weeping Willow Avenue Shadyvale Street Sugarberry Street AC E 2 696 32 22,272 75 0 98 2 Type II Slurry Seal $15,145 2032-33 1200 1487 Wellington Street Ruth Place La Veta Avenue AC E 2 275 32 9,300 64 0 99 1 Grind - ARHM Overlay $63,705 2032-33 1201 1642 Wesley Street Pvt Kirkwood Avenue South End AC E 2 150 32 7,300 81 0 88 12 Type II Slurry Seal $4,964 $3,538,057

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City of Orange, CA Page 13
2026 Pavement Management Program
Final Report – June 3, 2026

XII. APPENDIX B – COMPLETE STREET LISTING CURRENT CONDITIONS

296
City of Orange, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date Arterial / Collector (MPAH)
64 2192 Almond Avenue Batavia Street Cypress Street AC C 2 1,660 39 60,471 5/13/26 65 50 37 13 New Construction - Initial 1/1/80 64 2397 Almond Avenue Glassell Street Shaffer Street PCC C 2 1,270 40 50,990 5/18/26 46 17 61 22 New Construction - Initial 1/1/80 64 2659 Almond Avenue Cypress Street Lemon Street PCC C 2 290 39 10,023 5/18/26 42 12 76 12 New Construction - Initial 1/1/80 64 2660 Almond Avenue Lemon Street Glassell Street PCC C 2 605 39 22,569 5/18/26 49 13 64 23 New Construction - Initial 1/1/80 74 3453 Anaheim Way State College Boulevard Orangewood Avenue AC B 3 1,650 33 55,605 5/13/26 74 59 35 6 New Construction - Initial 1/1/80 81 2644 Apache Creek Road Sierra Vista Drive Serrano Avenue AC C 2 1,295 30 41,632 5/26/26 95 100 0 0 Surface Treatment - Slurry Seal 6/1/20 113 121 Batavia Street Taft Avenue Railroad Tracks (s/o Taft Avenue) AAC B 5 1,180 60 72,534 5/21/26 77 69 31 0 Overlay - AC Structural 1/31/16 113 122 Batavia Street Railroad Tracks Katella Avenue AC B 5 1,270 60 76,494 5/21/26 71 68 31 1 New Construction - Initial 4/13/17 113 123 Batavia Street Katella Avenue Struck Avenue AAC B 4 1,095 60 68,763 5/21/26 77 60 34 6 Overlay - AC Structural 1/31/16 113 124 Batavia Street Struck Avenue Collins Avenue AAC B 4 1,339 60 77,968 4/2/26 98 100 0 0 Mill and Overlay 3/3/22 113 125 Batavia Street Collins Avenue Angus Avenue AAC B 4 1,280 60 76,778 5/20/26 95 100 0 0 Mill and Overlay 3/3/22 113 126 Batavia Street Angus Avenue Walnut Avenue AAC B 4 1,340 60 75,900 4/2/26 96 26 0 74 Overlay - AC Thin 1/1/96 113 127 Batavia Street Walnut Avenue Palm Avenue AC B 4 1,325 60 76,967 4/2/26 96 100 0 0 Surface Treatment - Slurry Seal 11/1/08 113 128A Batavia Street Palm Avenue Maple Avenue AC B 4 647 60 39,441 4/2/26 97 100 0 0 Surface Treatment - Slurry Seal 1/1/92 113 128B Batavia Street Maple Avenue Chapman Avenue AC B 4 647 60 36,297 4/2/26 68 100 0 0 New Construction - Initial 1/1/80 113 129 Batavia Street Chapman Avenue Palmyra Avenue AC C 2 1,300 38 50,776 4/3/26 83 55 0 45 New Construction - Initial 4/3/12 113 130 Batavia Street Palmyra Avenue La Veta Avenue AC C 2 1,300 32 61,593 4/3/26 83 64 0 36 New Construction - Initial 4/3/12 113 144 Batavia Street Lincoln Avenue Fletcher Avenue AC B 5 1,730 60 85,112 5/20/26 77 55 41 4 New Construction - Initial 4/3/12 113 145 Batavia Street Fletcher Avenue Southern Avenue AAC B 5 1,782 60 123,278 5/20/26 75 62 38 0 Overlay - AC Structural 8/1/16 113 146 Batavia Street Southern Avenue RR Crossing AAC B 5 1,490 60 95,063 5/20/26 74 61 39 0 Overlay - AC Structural 8/1/16 113 147 Batavia Street RR Crossing Grove Avenue (S) AC B 5 825 60 39,733 5/20/26 74 58 41 1 2 in Cold Mill & Overlay 5/8/07 113 148 Batavia Street Grove Avenue (S) Taft Avenue AAC B 5 1,260 60 70,093 5/21/26 62 43 46 11 2 in Cold Mill & Overlay 5/8/07 147 183 Bond Avenue Prospect Street Gravier Street AC B 4 185 48 8,220 5/7/26 85 100 0 0 New Construction - Initial 1/1/80 147 185 Bond Avenue Gravier Street Little Lane AC B 2 1,680 42 66,954 5/7/26 81 85 7 8 Surface Treatment - Slurry Seal 1/1/91 147 186 Bond Avenue Little Lane 440' E Little Lane AC B 4 440 42 16,969 5/7/26 79 84 0 16 Surface Treatment - Slurry Seal 1/1/91 203 221 Cambridge Street La Veta Avenue City Limit AAC C 2 1,120 60 75,217 3/26/26 80 97 0 3 4 in overlay 3/13/07 203 223 Cambridge Street Palmyra Avenue La Veta Avenue AAC C 2 1,345 60 71,372 3/26/26 69 81 19 0 Overlay - AC Structural 12/12/12 203 224 Cambridge Street Chapman Avenue Palmyra Avenue AC C 2 1,305 30 44,784 3/26/26 72 100 0 0 New Construction - Initial 1/1/80 203 225 Cambridge Street Palm Avenue Maple Avenue AC C 2 610 30 16,199 3/26/26 93 72 0 28 Surface Treatment - Slurry Seal 1/1/91 203 226 Cambridge Street Walnut Avenue Sycamore Avenue AC C 2 635 40 25,280 3/27/26 55 12 63 25 Surface Treatment - Chip Seal 12/16/06 203 227 Cambridge Street Rose Avenue Walnut Avenue AAC C 2 825 36 28,370 3/26/26 71 41 42 17 Overlay - AC Structural 2/10/10 203 228 Cambridge Street Collins Avenue Rose Avenue AAC C 2 1,800 34 54,919 3/26/26 81 80 10 10 Overlay - AC Structural 2/1/10 203 229 Cambridge Street Adams Avenue Collins Avenue AC C 2 1,380 36 52,751 5/20/26 90 78 22 0 Complete Reconstruction - AC 3/13/07 203 230 Cambridge Street Katella Avenue Adams Avenue AAC C 2 955 37 37,454 3/27/26 100 0 0 0 Overlay-Rubber Hot Mix 5/27/25 203 231 Cambridge Street Trenton Avenue Katella Avenue AAC B 4 980 60 64,385 5/26/26 56 78 21 1 Overlay - AC Structural 1/1/10 203 232 Cambridge Street Taft Avenue Trenton Avenue AAC B 4 1,385 60 79,804 5/26/26 53 76 17 7 Overlay - AC Structural 1/1/10 203 233 Cambridge Street Briardale Avenue Taft Avenue AAC B 4 320 60 28,759 4/23/26 76 51 35 14 Overlay - AC Structural 12/1/09 203 238 Cambridge Street Buckeyewood Avenue Briardale Avenue AAC B 4 1,225 60 68,435 4/23/26 84 98 0 2 Overlay - AC Structural 12/1/09 203 240 Cambridge Street Meats Avenue Buckeyewood Avenue AAC B 4 1,105 60 64,603 4/23/26 80 80 0 20 Overlay - AC Structural 12/1/09 203 3521 Cambridge Street Maple Avenue Chapman Avenue AC C 2 1,235 30 23,105 3/26/26 91 65 0 35 Surface Treatment - Slurry Seal 1/1/91 203 3526 Cambridge Street Sycamore Avenue Palm Avenue AC C 2 630 34 18,445 3/26/26 68 16 13 71 New Construction - Initial 1/1/80 213 3223 Cannon Street Serrano Avenue Loma St (Villa Park) AAC B 4 787 80 57,850 4/29/26 99 100 0 0 Overlay - AC Structural 6/1/21 213 3512 Cannon Street Stillwater Avenue Chapman Avenue AC B 4 1,735 60 109,568 5/5/26 77 41 59 0 Surface Treatment - Slurry Seal 8/1/16 213 3514 Cannon Street Cerritos Drive Patricia Ct AAC B 4 1,103 24 37,723 5/5/26 76 20 61 19 New Construction - Initial 1/1/97 213 3515 Cannon Street Patricia Ct Cerritos Drive AAC B 4 1,103 35 27,512 5/5/26 79 58 42 0 New Construction - Initial 1/1/97 213 3516 Cannon Street Cerritos Drive 250' s/o San Juan Drive AAC B 4 495 60 14,024 5/6/26 73 55 45 0 New Construction - Initial 1/1/97 213 398 Cannon Street 695' n/o Portofira Way Portofira Way AAC B 4 695 68 50,763 4/29/26 97 100 0 0 Overlay - AC Structural 6/1/21 213 401 Cannon Street Portofira Way Goldenrod Lane AAC B 4 1,480 68 105,877 4/29/26 97 100 0 0 Overlay - AC Structural 6/1/21 213 407 Cannon Street Serrano Avenue Taft Avenue AAC B 2 945 70 65,924 5/1/26 96 100 0 0 Overlay - AC Structural 1/31/16 213 408 Cannon Street Taft Avenue Bridge AAC B 4 960 70 64,245 5/1/26 92 100 0 0 Overlay - AC Structural 1/31/16 213 410 Cannon Street Bridge Santiago Canyon Road AAC B 4 1,210 75 106,893 5/1/26 81 73 21 6 Overlay - AC Structural 1/1/09 213 412 Cannon Street Santiago Canyon Road San Juan Drive AAC B 4 655 68 45,738 5/6/26 81 80 0 20 Overlay - AC Structural 1/1/97 213 413 Cannon Street San Juan Drive 250' s/o San Juan Drive AAC B 4 250 60 15,260 5/6/26 66 68 0 32 Overlay - AC Structural 1/1/97 213 415 Cannon Street 250' s/o San Juan Drive Cerritos Drive AAC B 4 495 24 15,130 5/6/26 73 42 0 58 Overlay - AC Structural 1/1/97 213 416 Cannon Street Patricia Ct Hillgrove Ct AAC B 4 550 60 31,884 5/5/26 78 92 0 8 Overlay - AC Structural 1/1/97 213 419 Cannon Street Hillgrove Ct Cliffway Drive AC B 4 2,205 60 119,792 5/5/26 76 100 0 0 New Construction - Initial 1/1/80 213 420 Cannon Street Cliffway Drive Creekside Avenue AC B 4 1,930 60 113,053 5/5/26 77 81 0 19 New Construction - Initial 1/1/80 213 423 Cannon Street Creekside Avenue Stillwater Avenue AC B 4 345 60 21,099 5/5/26 89 100 0 0 Surface Treatment - Slurry Seal 8/1/16

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297
City of Orange, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 213 426 Cannon Street Via Escola 1795' s/o Via Escola AAC B 4 1,795 68 132,350 4/29/26 97 100 0 0 Overlay - AC Structural 6/1/21 213 7062 Cannon Street Goldenrod Lane Loma Street AAC B 4 1,308 68 79,296 4/29/26 98 100 0 0 Overlay - AC Structural 6/1/21 216 242 Canyon View Avenue Hidden Canyon Outrider Street AC B 4 725 48 40,059 5/8/26 77 90 10 0 New Construction - Initial 1/1/80 216 243 Canyon View Avenue Outrider Street 1230' W Newport Boulevard AC B 4 1,025 48 50,041 5/26/26 68 73 27 0 New Construction - Initial 1/1/80 216 244 Canyon View Avenue White Oak Ridge Jamboree Road AC B 4 1,820 60 107,349 5/26/26 70 91 9 0 Asphalt Rubber Hot Mix 7/1/13 216 249 Canyon View Avenue Chapman Avenue Old Chapman Road AC B 4 1,180 60 59,871 5/8/26 73 91 9 0 New Construction - Initial 1/1/80 216 250 Canyon View Avenue Old Chapman Road Raven Lane AC B 4 815 60 53,648 5/8/26 81 100 0 0 New Construction - Initial 1/1/80 216 251 Canyon View Avenue 1230' W Newport Boulevard Newport Boulevard AC B 4 1,230 60 72,440 5/12/26 74 87 13 0 New Construction - Initial 1/1/80 216 252 Canyon View Avenue Newport Boulevard Aspen Street AC B 4 815 60 45,114 5/12/26 71 83 17 0 Asphalt Rubber Hot Mix 7/1/13 216 253 Canyon View Avenue Apsen Street White Oak Ridge AC B 4 1,455 60 87,530 5/12/26 73 100 0 0 Asphalt Rubber Hot Mix 7/1/13 216 2823 Canyon View Avenue Raven Lane Hidden Canyon AC B 4 1,530 48 89,772 5/8/26 77 100 0 0 New Construction - Initial 1/1/80 246 3357 Chadwick Pkwy Kendra Drive Altaview Drive AC C 2 1,611 30 49,329 4/30/26 95 100 0 0 Surface Treatment - Slurry Seal 6/1/20 252 1 Chapman Avenue Lewis Street Manchester Avenue AC B 6 1,325 80 97,294 5/22/26 71 44 53 3 New Construction - Initial 10/4/12 252 11 Chapman Avenue 415' w/o Main Street Main Street AAC B 6 415 80 31,614 5/19/26 89 100 0 0 Overlay - AC Structural 8/1/16 252 12 Chapman Avenue Main Street Batavia Street AAC B 4 1,695 60 102,774 5/19/26 68 58 26 16 Overlay - AC Structural 3/21/11 252 120 Chapman Avenue Cliffway Drive Canyon View Avenue AC B 2 2,265 37 90,722 5/14/26 75 63 35 2 Surface Treatment - Slurry Seal 10/10/19 252 13 Chapman Avenue Batavia Street Clark Street AAC B 4 350 60 20,290 5/22/26 61 69 31 0 Overlay - AC Structural 3/21/11 252 14A Chapman Avenue Clark Street RR Tracks AAC B 5 907 56 53,093 5/22/26 70 66 26 8 Overlay - AC Structural 3/21/11 252 14B Chapman Avenue RR Tracks Lemon St AAC B 5 680 53 31,610 5/21/26 94 100 0 0 New Construction - Initial 3/21/11 252 15 Chapman Avenue Lemon Street Chapman Avenue AC C 2 545 46 22,671 5/21/26 89 58 0 42 New Construction - Initial 1/1/80 252 16 Chapman Avenue Glassell Street (Circle) Grand Street AC C 2 465 56 28,367 5/21/26 92 83 0 17 New Construction - Initial 1/1/80 252 17 Chapman Avenue Grand Street Center Street AC B 4 325 56 19,518 5/22/26 79 52 46 2 Surface Treatment - Slurry Seal 8/1/17 252 18 Chapman Avenue Center Street Shaffer Street AC B 4 335 56 18,096 5/22/26 75 50 50 0 Surface Treatment - Slurry Seal 8/1/17 252 19 Chapman Avenue Shaffer Street Cambridge Street AC B 4 1,310 56 74,037 5/22/26 74 56 43 1 Surface Treatment - Slurry Seal 8/1/17 252 2 Chapman Avenue Manchester Avenue The City Drive AC B 6 730 128 70,325 5/22/26 88 82 18 0 Surface Treatment - Slurry Seal 1/1/91 252 20 Chapman Avenue Cambridge Street Jameson Street AAC B 4 1,185 60 70,561 5/15/26 79 89 11 0 Overlay - AC Structural 8/1/17 252 21 Chapman Avenue Lincoln Street Tustin Avenue AAC B 4 600 60 28,901 5/15/26 81 85 15 0 Overlay - AC Structural 8/1/17 252 22 Chapman Avenue Jameson Street Lincoln Street AAC B 4 798 60 47,888 5/15/26 81 86 14 0 Overlay - AC Structural 8/1/17 252 25 Chapman Avenue Yorba Street Malena Street AAC B 6 1,145 80 93,090 5/15/26 83 97 3 0 Overlay - AC Structural 8/1/17 252 26 Chapman Avenue Malena Street Prospect Street AC B 6 1,515 80 120,031 5/15/26 81 51 46 3 Surface Treatment - Slurry Seal 8/1/17 252 27 Chapman Avenue Prospect Street James Street AC B 6 1,475 80 115,343 5/15/26 80 91 0 9 Surface Treatment - Slurry Seal 8/1/17 252 28 Chapman Avenue James Street Esplanade Street AC B 6 1,260 80 92,654 5/15/26 80 100 0 0 Surface Treatment - Slurry Seal 8/1/17 252 30 Chapman Avenue Earlham Street Hewes Street AC B 6 580 80 47,825 5/18/26 78 66 34 0 Surface Seal - Fog Seal 8/7/23 252 31 Chapman Avenue Hewes Street Rancho Santiago Blvd AC B 3 1,360 80 102,646 5/14/26 69 62 31 7 Surface Seal - Fog Seal 8/7/23 252 32 Chapman Avenue Rancho Santiago Blvd Crawford Canyon Road AC B 3 1,665 80 130,919 5/26/26 61 66 33 1 New Construction - Initial 1/1/80 252 34 Chapman Avenue Canyon View Avenue Cliffway Drive AC B 2 2,265 37 86,105 5/14/26 82 79 21 0 Surface Treatment - Slurry Seal 10/10/19 252 35 Chapman Avenue Cliffway Drive Calle Grande AC B 4 1,080 78 71,709 5/14/26 89 75 25 0 Surface Treatment - Slurry Seal 10/10/19 252 3527 Chapman Avenue County Line Equestrian Dr AAC B 4 295 80 20,984 5/14/26 86 100 0 0 New Construction - Initial 12/12/12 252 3538 Chapman Avenue End PCC (130' E/ Tustin St) Tustin Street PCC B 0 130 60 8,122 5/18/26 89 52 0 48 New Construction - Initial 1/1/80 252 3539 Chapman Avenue End PCC (110' W/ Tustin St) Tustin Street PCC B 0 110 72 12,081 5/15/26 92 94 0 6 New Construction - Initial 1/1/80 252 36 Chapman Avenue Equestrian Dr Broadmoor Trail AAC B 4 1,520 80 125,361 5/14/26 71 58 33 9 Overlay - AC Structural 12/12/12 252 37 Chapman Avenue Broadmoor Trail Newport Boulevard AAC B 5 865 80 72,419 5/14/26 66 56 26 18 Overlay - AC Structural 12/12/12 252 38 Chapman Avenue Newport Boulevard Trails End Lane AAC B 6 1,465 75 126,315 5/13/26 94 100 0 0 Overlay - AC Structural 6/1/19 252 39 Chapman Avenue Trails End Lane Jamboree Road AAC B 6 1,810 75 163,545 5/13/26 95 100 0 0 Overlay - AC Structural 6/1/19 252 4 Chapman Avenue 5 Fwy SB On-Ramp Rampart Street AC B 7 685 110 69,328 5/22/26 87 68 32 0 Surface Treatment - Slurry Seal 8/1/17 252 47 Chapman Avenue Crawford Canyon Road/Cannon Roa Canyon view Avenue AC B 4 1,620 80 125,399 5/14/26 68 66 34 0 Surface Treatment - Slurry Seal 10/10/19 252 5 Chapman Avenue Rampart Street Santa Ana River Bridge (W) AC B 6 1,260 80 127,039 5/22/26 82 78 22 0 Surface Treatment - Slurry Seal 8/1/17 252 55A Chapman Avenue Tustin Avenue Wayfield Street AAC B 6 659 80 52,723 5/18/26 82 85 15 0 Surface Treatment - Slurry Seal 8/1/17 252 55B Chapman Avenue Wayfield Street 55 NB Ramp AAC B 6 1,157 80 121,038 5/15/26 78 64 36 0 Surface Treatment - Slurry Seal 8/1/17 252 55C Chapman Avenue 55 NB Ramp Yorba Street AAC B 7 796 80 85,554 5/15/26 82 100 0 0 Surface Treatment - Slurry Seal 8/1/17 252 6 Chapman Avenue Bitterbush Street Anita Drive AC B 3 920 40 32,036 5/22/26 73 82 18 0 Surface Treatment - Slurry Seal 8/1/17 252 7 Chapman Avenue Anita Drive Bitterbush Street AAC B 3 920 40 33,208 5/22/26 71 97 0 3 Surface Treatment - Slurry Seal 8/1/17 252 70 Chapman Avenue Feldner Road 415' w/o Main Street AAC B 6 550 80 42,916 5/19/26 81 56 35 9 Surface Treatment - Slurry Seal 8/1/17 252 75 Chapman Avenue Santa Ana River (W) Anita Drive AC B 7 450 80 12,784 5/22/26 74 75 25 0 Surface Treatment - Slurry Seal 8/1/17 252 77 Chapman Avenue The City Drive 5 Fwy SB On Ramp AC B 8 710 126 72,590 5/22/26 79 83 17 0 Surface Treatment - Slurry Seal 8/1/17 252 8 Chapman Avenue Bitterbush Street Eckhoff Street AC B 6 940 80 72,347 5/19/26 82 48 48 4 Surface Treatment - Slurry Seal 8/1/17 252 82 Chapman Avenue Glassell Street Glassell Street AC C 2 710 55 39,482 5/22/26 89 37 63 0 New Construction - Initial 1/1/80 252 9 Chapman Avenue Eckhoff Street Feldner Road AC B 6 1,365 75 102,919 5/19/26 81 50 29 21 Surface Treatment - Slurry Seal 8/1/17 287 150 Collins Avenue Eckhoff Street Commerce Street AAC B 4 752 60 47,282 4/9/26 63 53 40 7 Overlay - AC Structural 1/1/93

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Orange City CouncilJune 23, 2026

Orange City Council
June 23, 2026