Agenda packet — Vernon City Council, March 17, 2026 (part 2 of 3)

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that it does not currently have any employees or individuals who are defined as “employees” under the Labor Code, and the requirement for Workers’ Compensation coverage will be waived by completing the waiver form provided by the City.

10.6 If Contractor maintains broader coverage and/or higher limits than the minimums shown above, City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

10.7 Each insurance policy included in this clause shall be endorsed to state that coverage shall not be cancelled except after thirty (30) days prior written notice to City.

10.8 Insurance shall be placed with insurers with an A.M. Best rating of no less than A-VIII. Any self-insured retention or deductible in excess of $25,000 must be approved in advance by the City. Any policies written on a claims-based basis must include a minimum of a 3-year tail.

10.9 Prior to the commencement of performance, Contractor shall furnish City with a certificate of insurance for each policy. Each certificate is to be signed by a person authorized by that insurer to evidence coverage on its behalf. The certificate(s) must be in a form approved by City. City may require complete, certified copies of any or all policies upon request.

10.10 Failure to maintain required insurance at all times shall constitute a default and material breach. In such event, Contractor shall immediately notify City and cease all performance under this Agreement until further directed by the City. In the absence of satisfactory insurance coverage, City may, at its option: (a) procure insurance with collection rights for premiums, attorney's fees, and costs against Contractor by way of set-off or recoupment from sums due to Contractor, at City's option; (b) immediately terminate this Agreement and seek damages from the Agreement resulting from said breach; or (c) self-insure the risk, with all damages and costs incurred, by judgment, .
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settlement or otherwise, including attorney's fees and costs, being collectible from Contractor, by way of set-off or recoupment from any sums due to Contractor.

11.0 GENERAL TERMS AND CONDITIONS.

11.1 INDEPENDENT CONTRACTOR.

11.1.1 It is understood that in the performance of the services herein provided for, Contractor shall be, and is, an independent contractor, and is not an agent, officer or employee of City and shall furnish such services in its own manner and method except as required by this Agreement, or any applicable statute, rule, or regulation. Further, Contractor has and shall retain the right to exercise full control over the employment, direction, compensation and discharge of all persons employed by Contractor in the performance of the services hereunder. City assumes no liability for Contractor’s actions and performance, nor assumes responsibility for taxes, bonds, payments, or other commitments, implied or explicit, by or for Contractor. Contractor shall be solely responsible for, and shall indemnify, defend and save City harmless from all matters relating to the payment of its employees, subcontractors and independent contractors, including compliance with social security, withholding and all other wages, salaries, benefits, taxes, exactions, and regulations of any nature whatsoever.

11.1.2 Contractor acknowledges that Contractor and any
subcontractors, agents or employees employed by Contractor shall not, under any circumstances, be considered employees of the City, and that they shall not be entitled to any of the benefits or rights afforded employees of City, including, but not limited to, sick leave, vacation leave, holiday pay, Public Employees Retirement System benefits, or health, life, dental, long-term disability or workers' compensation insurance benefits.

11.2 CONTRACTOR NOT AGENT. Except as the City may authorize in writing, Contractor and its subcontractors shall have no authority, express or implied, to act on behalf of or bind the City in any capacity whatsoever as agents or otherwise.

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and other documents prepared by Contractor in furtherance of the work shall be the sole property of City and shall be delivered to City whenever requested at no additional cost to the City. Contractor shall keep such documents and materials on file and available for audit by the City for at least three (3) years after completion or earlier termination of this Agreement. Contractor may make duplicate copies of such materials and documents for its own files or for such other purposes as may be authorized in writing by the City.

11.4 CORRECTION OF WORK. Contractor shall promptly correct any defective, inaccurate or incomplete tasks, deliverables, goods, services and other work, without additional cost to the City. The performance or acceptance of services furnished by Contractor shall not relieve the Contractor from the obligation to correct subsequently discovered defects, inaccuracy, or incompleteness.

11.5 RESPONSIBILITY FOR ERRORS. Contractor shall be responsible for its work and results under this Agreement. Contractor, when requested, shall furnish clarification and/or explanation as may be required by the City, regarding any services rendered under this Agreement at no additional cost to City. In the event that an error or omission attributable to Contractor occurs, then Contractor shall, at no cost to City, provide all necessary design drawings, estimates and other Contractor professional services necessary to rectify and correct the matter to the sole satisfaction of City and to participate in any meeting required with regard to the correction.

11.6 WAIVER. The City's waiver of any term, condition, breach, or default of this Agreement shall not be considered to be a waiver of any other term, condition, default or breach, nor of a subsequent breach of the one waived. The delay or failure of either party at any time to require performance or compliance by the other of any of its obligations or agreements shall in no way be deemed a waiver of those rights to require such performance or compliance. No waiver of any provision of this Agreement shall be effective unless in writing and executed by a duly authorized representative of the party against whom enforcement of a waiver is sought. .
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11.7 SUCCESSORS. This Agreement shall inure to the benefit of, and shall be binding upon, the parties hereto and their respective heirs, successors, and/or assigns.

11.8 NO ASSIGNMENT. Contractor shall not assign or transfer this Agreement or any rights hereunder without the prior written consent of the City and approval by the City Attorney, which may be withheld in the City's sole discretion. Any unauthorized assignment or transfer shall be null and void and shall constitute a material breach by the Contractor of its obligations under this Agreement. No assignment shall release the original parties from their obligations or otherwise constitute a novation.

11.9 COMPLIANCE WITH LAWS. Contractor shall comply with all Federal, State, County and City laws, ordinances, rules and regulations, which are, as amended from time to time, incorporated herein and applicable to the performance hereof. Violation of any law material to performance of this Agreement shall entitle the City to terminate the Agreement and otherwise pursue its remedies. Further, if the Contractor performs any work knowing it to be contrary to such laws, rules, and regulations Contractor shall be solely responsible for all costs arising therefrom.

11.10 ATTORNEY'S FEES. If any action at law or in equity is brought to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees, costs, and necessary disbursements in addition to any other relief to which such party may be entitled.

11.11 INTERPRETATION.

11.11.1 Applicable Law. This Agreement shall be deemed an agreement and shall be governed by and construed in accordance with the laws of the State of California. Contractor agrees that the State and Federal courts which sit in the State of California shall have exclusive jurisdiction over all controversies and disputes arising hereunder, and submits to the jurisdiction thereof.

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negotiations, representations, understandings, correspondence, documentation, and agreements (written or oral).

11.11.3 Written Amendment. This Agreement may only be
changed by written amendment executed by Contractor and the City Administrator or other authorized representative of the City, subject to any requisite authorization by the City Council. Any oral representations or modifications concerning this Agreement shall be of no force or effect.

11.11.4 Severability. If any provision in this Agreement is held by any court of competent jurisdiction to be invalid, illegal, void, or unenforceable, such portion shall be deemed severed from this Agreement, and the remaining provisions shall nevertheless continue in full force and effect as fully as though such invalid, illegal, or unenforceable portion had never been part of this Agreement.

11.11.5 Order of Precedence. In case of conflict between the terms of this Agreement and the terms contained in any document attached as an Exhibit or otherwise incorporated by reference, the terms of this Agreement shall strictly prevail.

11.11.6 Construction. In the event an ambiguity or question of intent or interpretation arises with respect to this Agreement, this Agreement shall be construed as if drafted jointly by the parties and in accordance with its fair meaning.

There shall be no presumption or burden of proof favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement.

11.12 TIME OF ESSENCE. Time is strictly of the essence of this agreement and each and every covenant, term, and provision hereof.

11.13 AUTHORITY OF CONTRACTOR. The Contractor hereby
represents and warrants to the City that the Contractor has the right, power, legal capacity, and authority to enter into and perform its obligations under this Agreement, and its execution of this Agreement has been duly authorized.

11.14 ARBITRATION OF DISPUTES. Any dispute for under $25,000 arising out of or relating to the negotiation, construction, performance, non-performance, .
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breach, or any other aspect of this Agreement, shall be settled by binding arbitration in accordance with the Commercial Rules of the American Arbitration Association at Los Angeles, California and judgment upon the award rendered by the Arbitrators may be entered in any court having jurisdiction thereof. The City does not waive its right to object to the timeliness or sufficiency of any claim filed or required to be filed against the City and reserves the right to conduct full discovery.

11.15 NOTICES. Any notice or demand to be given by one party to the other must be given in writing and by personal delivery or prepaid first-class, registered or certified mail, addressed as follows. Notice simply to the City of Vernon or any other City department is not adequate notice.

If to the City:

City of Vernon
Attention: Brian Saeki, City Administrator
4305 Santa Fe Avenue
Vernon, CA 90058
If to the Contractor:

Actum-E, LLC
Attention: Kirill Goncharenko, Managing Partner
1900 Avenue of the Stars, Suite 30
Los Angeles, CA 90067
Any such notice shall be deemed to have been given upon delivery, if personally delivered, or, if mailed, upon receipt, or upon expiration of three (3) business days from the date of posting, whichever is earlier. Either party may change the address at which it desires to receive notice upon giving written notice of such request to the other party.

11.16 NO THIRD PARTY RIGHTS. This Agreement is entered into for the sole benefit of City and Contractor and no other parties are intended to be direct or incidental beneficiaries of this Agreement and no third party shall have any right or remedy in, under, or to this Agreement.

11.17 TERMINATION FOR CONVENIENCE (Without Cause). City may .
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terminate this Agreement in whole or in part at any time, for any cause or without cause, upon fifteen (15) calendar days' written notice to Contractor. If the Agreement is thus terminated by City for reasons other than Contractor's failure to perform its obligations, City shall pay Contractor a prorated amount based on the services satisfactorily completed and accepted prior to the effective date of termination. Such payment shall be Contractor's exclusive remedy for termination without cause.

11.18 DEFAULT. In the event either party materially defaults in its obligations hereunder, the other party may declare a default and terminate this Agreement by written notice to the defaulting party. The notice shall specify the basis for the default. The Agreement shall terminate unless such default is cured before the effective date of termination stated in such notice, which date shall be no sooner than ten (10) days after the date of the notice. In case of default by Contractor, the City reserves the right to procure the goods or services from other sources and to hold the Contractor responsible for any excess costs occasioned to the City thereby. Contractor shall not be held accountable for additional costs incurred due to delay or default as a result of Force Majeure. Contractor must notify the City immediately upon knowing that non-performance or delay will apply to this Agreement as a result of Force Majeure. At that time Contractor is to submit in writing a Recovery Plan for this Agreement. If the Recovery Plan is not acceptable to the City or not received within 10 days of the necessary notification of Force Majeure default, then the City may cancel this order in its entirety at no cost to the City, owing only for goods and services completed to that point.

11.19 TERMINATION FOR CAUSE. Termination for cause shall relieve the terminating party of further liability or responsibility under this Agreement, including the payment of money, except for payment for services satisfactorily and timely performed prior to the service of the notice of termination, and except for reimbursement of (1) any payments made by the City for service not subsequently performed in a timely and satisfactory manner, and (2) costs incurred by the City in obtaining substitute performance. If this Agreement is terminated as provided herein, City may require, at no additional cost to City, that Contractor provide all finished or unfinished documents, .
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data, and other information of any kind prepared by Contractor in connection with the performance of Services under this Agreement. Contractor shall be required to provide such document and other information within fifteen (15) days of the request.

11.19.1 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.

11.20 MAINTENANCE AND INSPECTION OF RECORDS.

The City, or its authorized auditors or representatives, shall have access to and the right to audit and reproduce any of the Contractor's records to the extent the City deems necessary to insure it is receiving all money to which it is entitled under the Agreement and/or is paying only the amounts to which Contractor is properly entitled under the Agreement or for other purposes relating to the Agreement.

The Contractor shall maintain and preserve all such records for a period of at least three (3) years after termination of the Agreement.

The Contractor shall maintain all such records in the City of Vernon.

If not, the Contractor shall, upon request, promptly deliver the records to the City of Vernon or reimburse the City for all reasonable and extra costs incurred in conducting the audit at a location other than the City of Vernon, including, but not limited to, such additional (out of the City) expenses for personnel, salaries, private auditors, travel, lodging, meals, and overhead.

11.21 CONFLICT. Contractor hereby represents, warrants, and certifies that no member, officer, or employee of the Contractor is a director, officer, or employee of the City of Vernon, or a member of any of its boards, commissions, or committees, except to the extent permitted by law.

11.22 HEADINGS. Paragraphs and subparagraph headings contained in this Agreement are included solely for convenience and are not intended to modify, explain or to be a full or accurate description of the content thereof and shall not in any way affect the meaning or interpretation of this Agreement. .
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11.23 ENFORCEMENT OF WAGE AND HOUR LAWS. Eight hours labor constitutes a legal day's work. The Contractor, or subcontractor, if any, shall forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement 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 Sections 1810 through 1815 of the California Labor Code as a penalty paid to the City; provided, however, work performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon compensation for all hours worked in excess of 8 hours per day at not less than 1½ times the basic rate of pay.

11.24 EQUAL EMPLOYMENT OPPORTUNITY PRACTICES. Contractor certifies and represents that, during the performance of this Agreement, it and any other parties with whom it may subcontract shall adhere to equal employment opportunity practices to assure that applicants, employees and recipients of service are treated equally and are not discriminated against because of their race, religion, color, national origin, ancestry, disability, sex, age, medical condition, sexual orientation or marital status. Contractor further certifies that it will not maintain any segregated facilities.

Contractor further agrees to comply with The Equal Employment Opportunity Practices provisions as set forth in Exhibit “C”.
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IN WITNESS WHEREOF, the Parties have executed this Agreement as of the Commencement Date stated on the cover page.

City of Vernon, a California charter City
and California municipal corporation
By: ____________________________
Brian Saeki, City Administrator

Actum-E, LLC, a Delaware Limited
Liability Company
By:

Name:

Title:

ATTEST:
_______________________________
Genoveva Rocha, City Clerk
APPROVED AS TO FORM:
_______________________________
Zaynah Moussa-Milward,
City Attorney
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EXHIBIT A

CONTRACTOR'S DESCRIPTION OF SERVICES
Contractor shall provide the following “Services” to the City during the Term, subject to the terms of the Agreement, including but not limited to:
• Government Affairs for the Industrial Cities Alliance • Other such services as reasonably requested by the City from time to time, and which Contractor agrees to provide.
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EXHIBIT B

SCHEDULE
Contractor Compensation
As Compensation for the Services performed by Contractor hereunder, City shall pay to the Contractor as follows during the Term (the “Compensation”):

1. A retainer amount equal to $6,250 per month for the first six months exclusive of 3% surcharge to subscriptions (a)
a) The 3% monthly surcharge covers costs for subscriptions and service fees.

Examples include fees for research platforms, measurement and analytics services, media monitoring services, proprietary database management

2. City shall reimburse Contractor for any and all reasonable expenses incurred by Contractor in the performance of the Services hereunder.

3. Contractor shall have the right to require the City to pay any amounts hereunder in advance or to pay a vendor directly in connection with the Services hereunder.

4. The Compensation shall be paid by the City to the Contractor on the first business day of each month during the Term.

5. In the event that the City fails to timely pay the Contractor any amounts as required hereunder, the Contractor shall have the right to suspend and/or terminate any and all Services hereunder.

6. All payments hereunder shall be paid by the City to the Contractor via bank wire transfer as follows:

ACCOUNT NAME: Actum-E, LLC
ACCOUNT ADDRESS: 1900 Avenue of the Stars, Suite 300
Los Angeles, CA 90067
ACCOUNT NUMBER: 6123671798
BANK NAME: Banc of California
9320 Wilshire Blvd., Ste. 105
Beverly Hills, CA 90212
ABA/ROUTING: 122238200
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EXHIBIT C

EQUAL EMPLOYMENT OPPORTUNITY

PRACTICES PROVISIONS
A. Contractor certifies and represents that, during the performance of this Agreement, the contractor and each subcontractor shall adhere to equal opportunity employment practices to assure that applicants and employees are treated equally and are not discriminated against because of their race, religious creed, color, national origin, ancestry, handicap, sex, or age. Contractor further certifies that it will not maintain any segregated facilities.

B. Contractor agrees that it shall, in all solicitations or advertisements for applicants for employment placed by or on behalf of Contractor, state that it is an "Equal Opportunity Employer" or that all qualified applicants will receive consideration for employment without regard to their race, religious creed, color, national origin, ancestry, handicap, sex or age.

C. Contractor agrees that it shall, if requested to do so by the City, certify that it has not, in the performance of this Agreement, discriminated against applicants or employees because of their membership in a protected class.

D. Contractor agrees to provide the City with access to, and, if requested to do so by City, through its awarding authority, provide copies of all of its records pertaining or relating to its employment practices, except to the extent such records or portions of such records are confidential or privileged under state or federal law.

E. Nothing contained in this Agreement shall be construed in any manner as to require or permit any act which is prohibited by law.
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City Council Agenda Report
Meeting Date: March 17, 2026
From: Zaynah Moussa-Milward, City Attorney
Department: City Attorney
Submitted by: Eva Muro, Legal Analyst
Subject
Amendment No. 1 to Attorney Services Agreement with Liebert Cassidy Whitmore Recommendation
Approve and authorize the City Administrator to execute Amendment No. 1 to the Attorney Services Agreement with Liebert Cassidy Whitmore (LCW) for outside legal services, in substantially the same form as submitted, to increase the total not-to-exceed amount by an additional $75,000.

Background
The City Attorney’s Office functions as the legal advisor and counsel of record for the City Council, City boards and commissions, City staff, and represents the City in litigation, whether directly or with special counsel. The City Attorney’s Office is currently staffed with one in-house attorney and is supported by outside counsel for specialized legal matters and litigation or other matters requiring additional resources. Accordingly, the City Attorney’s Office engages special counsel to assist as needed for specific matters (i.e., not via a monthly retainer).

On March 26, 2025, the City Administrator approved an Attorney Services Agreement for outside legal services with LCW for a total not-to-exceed $75,000 (Agreement). The term of the Agreement between the City and LCW is April 1, 2025 through March 31, 2028. LCW was selected after a September 2024 comprehensive competitive selection (Request for Proposals) process, in accordance with City purchasing procedures and good governance contracting principles.

The City Attorney’s Office estimates costs for outside legal services each fiscal year and seeks contract approval or amendment consistent with budget allocations approved by City Council. Based on pending legal matters assigned to LCW and projected costs for Fiscal Year 2026-27, staff is requesting authority to enter into Amendment No. 1, which maintains all existing terms under the current Agreement and increases the not-to-exceed amount by $75,000, bringing the total contract amount to $150,000. Pursuant to Section 3.32.030(A) of the Vernon Municipal Code, City Council approval is required for the proposed amendment as the total value of the contract exceeds $100,000. Amendment No. 1 has been reviewed and approved as to form by the City Attorney.

Fiscal Impact
The fiscal impact is not-to-exceed $150,000, for the three-year contract term. Sufficient funds are available in General Fund, City Attorney Department Professional Services – Legal Account No. 011-010-115-529200 for the current fiscal year and will be budgeted for subsequent years.

Attachments

1. Liebert Cassidy Whitmore Amendment No. 1
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Item 10 Page 1 of 154
AMENDMENT NO. 1 TO THE ATTORNEY SERVICES AGREEMENT BETWEEN THE

CITY OF VERNON AND LIEBERT CASSIDY WHITMORE FOR OUTSIDE LEGAL

SERVICES
This Amendment No. 1 (Amendment) to the Agreement for outside legal services dated April 1, 2025, (Agreement), is made as of March 17, 2026, by and between the City of Vernon, a California charter City and California municipal corporation (City), and Liebert Cassidy Whitmore (Associate Counsel), a California corporation.

The City and Associate Counsel agree as follows:

RECITALS
A. The City and Associate Counsel are parties to a written Agreement dated April 1, 2025, under which Associate Counsel provides outside legal services.

B. The City and Associate Counsel desire to amend the Agreement to increase the total not to exceed amount by an additional $75,000.

NOW, THEREFORE, the parties to this Amendment agree as follows:

1. Effective as of March 17, 2026, the total amount not to exceed for the period of April 1, 2025 through March 31, 2028 shall not exceed a total amount of $150,000.

2. Except as expressly modified by this Amendment, all provisions of the Agreement shall remain in full force and effect.

3. The provisions of this Amendment shall constitute the entire agreement of the parties with respect to the subject matter included in this Amendment and shall supersede any other agreement, understanding, or arrangement, whether written or oral, between the parties with respect to the subject matter of this Amendment.

4. The person or persons executing this Amendment on behalf of each of the parties warrants and represents that he or she has the authority to execute this Amendment on behalf of that party and has the authority to bind that party to the performance of its obligations hereunder.
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Liebert Cassidy Whitmore
Amendment No. 1

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IN WITNESS WHEREOF, the parties have executed this Amendment as of the date stated in the introductory clause.

City of Vernon, a California Charter City and
California municipal corporation
_______________________________
Brian Saeki, City Administrator
ATTEST:
________________________________
Genoveva Rocha, City Clerk
APPROVED AS TO FORM:
_______________________________
Zaynah Moussa-Milward, City Attorney
Liebert Cassidy Whitmore, a California
corporation
By:

Name:

Title:

By:

Name:

Title:
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Item 10 Page 3 of 154
City Council Agenda Report
Meeting Date: March 17, 2026
From: Su Tan, Director of Human Resources
Department: Human Resources
Submitted by: Lisette Grizzelle, Human Resources Manager Subject
Side Letters of Agreement with Police Bargaining Groups Regarding In-Lieu Holiday Time Recommendation
A. Adopt Resolution No. 2026-011 approving the In-Lieu Holiday Time Side Letter of Agreement by and between the City of Vernon and the Vernon Police Officers' Benefit Association (VPOBA); and
B. Adopt Resolution No. 2026-012 approving the In-Lieu Holiday Time Side Letter of Agreement by and between the City of Vernon and the Vernon Police Management Association (VPMA).

Background
The City recognizes two sworn police group associations which are Vernon Police Officers' Benefit Association (VPOBA) and Vernon Police Management Association (VPMA). On September 2, 2025, the City Council approved Memoranda of Understanding (MOUs) with these bargaining groups for the term of July 1, 2025 through June 30, 2028.

Subsequent to MOU adoption, VPOBA employees requested VPOBA MOU language clarification regarding In-Lieu Holiday Time. Following a thorough review, the City’s Management team is recommending a revision to the In-Lieu Holiday Time language from City observed holidays to City approved holidays and changes to the cash out eligibility to both the VPOBA and VPMA MOUs. The VPOBA and VPMA bargaining groups are in agreement with the proposed revisions to the In-Lieu Holiday Time and have agreed to execute Side Letters of Agreement (Side Letters) to capture the changes.

Key changes to the In-Lieu Holiday Time language across both bargaining groups are as follows:
• In-Lieu Holiday Time change from City observed holidays to City approved holidays effective July 1, 2025
• Only allow In-Lieu Holiday Time cash out to VPMA or VPOBA employees who are off on Labor Code 4850 leave (temporarily disabled due to work-related injury) • Add Labor Code 4850 leave language to VPMA MOU
The proposed Side Letters and corresponding resolutions have been approved as to form by the City Attorney.

Fiscal Impact
The fiscal impact will vary depending on staffing levels and operational scheduling needs when the time is used. In-Lieu Holiday Time is not eligible for cash out except for employees on Labor Code 4850 leave. Therefore, any fiscal impact is expected to be limited and absorbed within the Police Department’s budget.

Attachments

1. Resolution No. 2026-011 – VPOBA In-Lieu Holiday Time Side Letter of Agreement

2. Resolution No. 2026-012 – VPMA In-Lieu Holiday Time Side Letter of Agreement . .

Item 11 Page 1 of 165
RESOLUTION NO. 2026-011

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON

APPROVING AND AUTHORIZING THE EXECUTION OF A SIDE LETTER

OF AGREEMENT BY AND BETWEEN THE CITY OF VERNON AND THE
VERNON POLICE OFFICERS’ BENEFIT ASSOCIATION
SECTION 1. Recitals.

A. The Vernon Police Officers’ Benefit Association (VPOBA) has been recognized as an employee organization pursuant to Resolution No. 4027.

B. On September 2, 2025, the City Council of the City of Vernon adopted Resolution No. 2025-026 approving a Memorandum of Understanding setting forth certain terms and conditions for employment of the City of Vernon employees in classifications represented by the VPOBA, for the period of July 1, 2025 through June 30, 2028.

C. On December 16, 2025, the City Council of the City of Vernon adopted Resolution No. 2025-040 approving and authorizing the execution of a Side Letter of Agreement (Agreement) between the City of Vernon and the VPOBA, updating provisions regarding excess leave accrual pay-out procedure.

D. Representative members of VPOBA and the City have agreed to execute a second Side Letter of Agreement, effective July 1, 2025, updating provisions regarding In-Lieu Holiday Time.

E. All other terms of the existing VPBOA MOU would remain in effect.

F. The City Council desires to approve the Side Letter of Agreement.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS:

SECTION 2. The City Council of the City of Vernon hereby finds and determines that the above recitals are true and correct.

SECTION 3. The City Council of the City of Vernon hereby approves and authorizes the execution of the Side Letter of Agreement (Agreement) between the City of Vernon and the Vernon Police Officers’ Benefit Association, in substantially the same form attached hereto as Exhibit A.

SECTION 4. The City Council of the City of Vernon hereby instructs the City Administrator, or his designee, to take whatever action is deemed necessary or desirable for the purpose of implementing and carrying out the actions of this Resolution and the transactions herein approved or authorized, including but not limited to, any .
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nonsubstantive changes to the Side Letter Agreement attached herein.

SECTION 5. The City Council of the City of Vernon hereby directs the City Clerk, or the City Clerk’s designee, to send a fully executed Agreement to Lorenzo Gaytan, President of the Vernon Police Officers’ Benefit Association.

SECTION 6. Severability. If any provision of this Resolution or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications, and to this end, the provisions of this Resolution are declared to be severable.

SECTION 7. The City Clerk, or Deputy City Clerk, shall certify the passage and adoption of this resolution and enter it into the book of original resolutions.

APPROVED AND ADOPTED March 17, 2026.
________________________
LETICIA LOPEZ, Mayor
ATTEST:

GENOVEVA ROCHA, City Clerk
APPROVED AS TO FORM:

ZAYNAH MOUSSA-MILWARD,
City Attorney
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CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF VERNON )
I do hereby certify that the attached is a true copy of Resolution No. 2026-011 that was passed and adopted at the Regular Meeting held on March 17, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
__________________________
GENOVEVA ROCHA, City Clerk
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Item 11 Page 4 of 165

SIDE LETTER OF AGREEMENT

BETWEEN

THE CITY OF VERNON

AND THE
VERNON POLICE OFFICERS’ BENEFIT ASSOCIATION
This Side Letter of Agreement (“Agreement”) between the City of Vernon (“City”) and Vernon Police Officers’ Benefit Association (“Association”) (collectively “Parties”) is entered into to modify the following section of Association MOU dated July 1, 2025, through June 30, 2028:

ARTICLE SEVEN BENEFITS – Section 6 “In Lieu” Holiday Time Effective July 1, 2025, Article Seven Benefits Section 6 “In Lieu” Holiday Time, shall be modified to read as follows:

Each year, the City shall provide “in-lieu” holiday hours for these employees in an amount equal to the number of City-approved holidays multiplied by the employees’ paid hours per shift.

The following City-approved “In lieu” holidays will be credited to each employee on each July 1 in which he/she is on the active payroll of the Department, including those on “Light Duty,” in a classification represented by the VPOBA, and must be taken prior to the immediately following July 1.

1. January 1st - New Year’ s Day

2. The 3rd Monday in January – Martin Luther King, Jr. Day

3. The 3rd Monday in February – Presidents Day

4. March 31st – Cesar Chavez Day

5. The last Monday in May – Memorial Day

6. June 19th - Juneteenth

7. July 4th – Independence Day

8. The first Monday in September – Labor Day

9. The second Monday in October – Indigenous Peoples’ Day Resolution No. 2026-011

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Item 11 Page 5 of 165

10. November 11th – Veterans Day

11. The 4th Thursday in November – Thanksgiving Day

12. December 24th – Christmas Eve

13. December 25th – Christmas Day

14. December 31st – New Year’ s Eve
“In lieu” holidays may be taken in increments of one-fourth (1/4) hour or more, on dates desired by the employee subject to the needs of the Vernon Police Department.
“In lieu” holidays, if not taken, shall not be paid except if the employee was off on Labor Code section 4850. In that case only, the employee shall be paid for said “in lieu” holidays not taken with his/her first possible payroll check on or after July 1 of the fiscal year following the year for which the “in lieu” holidays were credited, at his/her then basic rate, excluding all other compensation, computed in accordance with the applicable Salary Resolution of Vernon. An employee who quits or is terminated shall not be entitled to any compensation for “in lieu” holidays not taken. If the City Council, during the fiscal year, provides one or more additional holidays to the miscellaneous employees in addition to existing City Council approved holidays, Employees shall receive the same number of any additional holidays. Any additional “in lieu” holiday time received by employees will be for a maximum of ten (10) or twelve and a half (12.5) hours per day received, equivalent to assigned work shift.

FOR THE CITY OF VERNON
_____________________________ _________________________ Brian Saeki, City Administrator Date

FOR VPOBA
_____________________________ _________________________ Lorenzo Gaytan, VPOBA President Date
Resolution No. 2026-011

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RESOLUTION NO. 2026-012

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON

APPROVING AND AUTHORIZING THE EXECUTION OF A SIDE LETTER

OF AGREEMENT BY AND BETWEEN THE CITY OF VERNON AND THE

VERNON POLICE MANAGEMENT ASSOCIATION
SECTION 1. Recitals.

A. The Vernon Police Management Association (VPMA) has been recognized as an employee organization pursuant to Resolution No. 4027.

B. On September 2, 2025, the City Council of the City of Vernon adopted Resolution No. 2025-025 approving a Memorandum of Understanding setting forth certain terms and conditions for employment of the City of Vernon employees in classifications represented by the VPMA, for the period of July 1, 2025 through June 30, 2028.

C. On December 16, 2025, the City Council of the City of Vernon adopted Resolution No. 2025-039 approving and authorizing the execution of a Side Letter of Agreement (Agreement) between the City of Vernon and the VPMA, updating provisions regarding excess leave accrual pay-out procedure.

D. Representative members of VPMA and the City have agreed to execute a second Side Letter of Agreement, effective July 1, 2025, updating provisions regarding In-Lieu Holiday Time.

E. All other terms of the existing VPMA MOU would remain in effect.

F. The City Council desires to approve the Side Letter of Agreement.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS:

SECTION 2. The City Council of the City of Vernon hereby finds and determines that the above recitals are true and correct.

SECTION 3. The City Council of the City of Vernon hereby approves and authorizes the execution of the Side Letter of Agreement (Agreement) between the City of Vernon and the Vernon Police Management Association, in substantially the same form attached hereto as Exhibit A.

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Resolution No. 2026-012

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_______________________
nonsubstantive changes to the Side Letter Agreement attached herein.

SECTION 5. The City Council of the City of Vernon hereby directs the City Clerk, or the City Clerk’s designee, to send a fully executed Agreement to Nicholas Perez, President of the Vernon Police Management Association.

SECTION 7. The City Clerk, or Deputy City Clerk, shall certify the passage and adoption of this resolution and enter it into the book of original resolutions.

APPROVED AND ADOPTED March 17, 2026.
________________________
LETICIA LOPEZ, Mayor
ATTEST:

GENOVEVA ROCHA, City Clerk
APPROVED AS TO FORM:

ZAYNAH MOUSSA-MILWARD,
City Attorney
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Resolution No. 2026-012

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_______________________

CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) ss.

CITY OF VERNON )
I do hereby certify that the attached is a true copy of Resolution No. 2026-012 that was passed and adopted at the Regular Meeting held on March 17, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
__________________________
GENOVEVA ROCHA, City Clerk
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SIDE LETTER OF AGREEMENT

BETWEEN

THE CITY OF VERNON

AND THE

VERNON POLICE MANAGEMENT ASSOCIATION
This Side Letter of Agreement (“Agreement”) between the City of Vernon (“City”) and Vernon Police Management Association (“Association”) (collectively “Parties”) is entered into to modify the following sections of Association MOU dated July 1, 2025, through June 30, 2028:

ARTICLE SEVEN BENEFITS – Section 6 “In Lieu” Holiday Time Effective July 1, 2025, Article Seven Benefits Section 6 “In Lieu” Holiday Time, shall be modified to read as follows:

Each year, the City shall provide “in-lieu” holiday hours for these employees in an amount equal to the number of City-approved holidays multiplied by the employees’ paid hours per shift.

The following City-approved “In lieu” holidays will be credited to each employee on each July 1 in which he/she is on the active payroll of the Department, including those on “Light Duty,” in a classification represented by the VPMA, and must be taken prior to the immediately following July 1.

1. January 1st - New Year’ s Day

2. The 3rd Monday in January – Martin Luther King, Jr. Day

3. The 3rd Monday in February – Presidents Day

4. March 31st – Cesar Chavez Day

5. The last Monday in May – Memorial Day

6. June 19th - Juneteenth

7. July 4th – Independence Day

8. The first Monday in September – Labor Day

9. The second Monday in October – Indigenous Peoples’ Day Resolution No. 2026-012

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10. November 11th – Veterans Day

11. The 4th Thursday in November – Thanksgiving Day

12. December 24th – Christmas Eve

13. December 25th – Christmas Day

If the City Council, during the fiscal year, provides one or more additional holidays to the miscellaneous employees in addition to existing City Council approved holidays, VPMA employees shall receive the same number of any additional holidays. Any additional “in lieu” holiday time received by VPMA employees will be for a maximum of ten (10) hours per day received.

FOR THE CITY OF VERNON
_____________________________ _________________________ Brian Saeki, City Administrator Date

FOR VPMA
_____________________________ _________________________ Nicholas Perez, VPMA President Date
Resolution No. 2026-012

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City Council Agenda Report
Meeting Date: March 17, 2026
From: Daniel S. Wall, P.E., Director of Public Works-City Engineer Department: Public Works
Submitted by: Rosemary Lozada, Management Analyst
Subject
Removal of Marked Crosswalks Along Pacific Boulevard at 45th, 46th, and 49th Street Recommendation
A. Find that the proposed action is categorically exempt from California Environmental Quality Act (CEQA) review, in accordance with CEQA Guidelines Section 15301, because the project consists of restriping an existing street by removing the crosswalk markings to avoid potential adverse impacts to pedestrian and vehicular safety, and involves negligible or no expansion of an existing use; and
B. Authorize pavement striping crew to remove all marked crosswalks along Pacific Boulevard at 45th, 46th, and 49th Street.

Background
The Public Works Department maintains a three-year traffic engineering consulting contract with Albert Grover & Associates (AGA) to support the City’s ongoing efforts to enhance roadway safety and operational efficiency. At the City’s request AGA conducted a comprehensive traffic control evaluation at three intersections along Pacific Boulevard at 45th Street, 46th Street and 49th Street (Attachment 1).

City staff directed AGA the feasibility of installing pedestrian hybrid beacon traffic signal, commonly referred to as High-Intensity Activated Crosswalk (HAWK) signals at these locations.

Each of these intersections currently includes ladder-style crosswalks across Pacific Boulevard, a six-lane arterial with a posted speed limit of 40 mph. Pacific Boulevard carries significant heavy freight traffic and automobile traffic, requiring a heightened level of scrutiny with respect to pedestrian safety treatments.

The study determined that pedestrian crossing volumes at all three locations are exceptionally low, with fewer than 20 pedestrians per hour observed. Based on these findings, AGA concluded that the intersections do not meet the minimum thresholds established by the California Manual on Uniform Traffic Control Devices (MUTCD) for installation of a HAWK signal, a full traffic signal, or flashing yellow beacon warning devices. While the City retains discretion to apply engineering judgment when considering traffic control measures, AGA’s analysis indicates that additional pedestrian signalization at these locations is not warranted.

Given the minimal pedestrian demand at the intersections of Pacific Boulevard with 45th, 46th, and 49th Streets, the Public Works Department has evaluated the appropriateness of retaining the existing marked crosswalks. On wide, high-speed arterial roadways such as Pacific Boulevard—particularly where parked or idling trucks frequently obstruct sight lines—marked crosswalks may unintentionally create a false sense of security for pedestrians without providing adequate protection from approaching vehicles. In the interest of improving overall pedestrian safety, staff recommends consideration of removing the marked crosswalks at these locations.

Pedestrians would still be permitted to cross the roadway; however, the absence of marked crosswalks is expected to encourage greater caution when doing so. . .

Item 12 Page 1 of 294
Removal of the crosswalks requires formal public notification in accordance with California Vehicle Code (CVC) Section 21950.5 (Attachment 2). The statute requires that notice of the proposed removal be posted for a minimum of 30 days prior to implementation. In compliance with CVC Section 21950.5, notices of the proposed crosswalk removals along Pacific Boulevard at 45th, 46th, and 49th Streets were posted on February 10, 2026 allowing the public an opportunity to submit comments until March 12, 2026, at least 30 days prior to the City Council meeting (Attachment 3). Any crosswalk removal would be scheduled for a future date following the close of the public comment period.

The Notice of Public Comment flyer was reviewed and approved as to form by the City Attorney’s Office.

Fiscal Impact
There is no fiscal impact associated with this report.

Attachments

1. Pacific Blvd. Traffic Signal Control Study

2. California Vehicle Code Section 21950.5

3. Notice of Public Comment
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AGA Engineers, Inc.
211 Imperial Highway, Suite 208, Fullerton, CA 92835
(714) 992-4592 Email: [email protected]
MEMORANDUM February 12, 2025
To: Gerard Garcia, City Engineer, City of Vernon
From: Vannessa Pedroza, Associate Transportation Engineer, AGA Engineers, Inc.

Subject: Pacific Boulevard Crosswalk Evaluation for HAWK Traffic Signals Per the City’s request, AGA Engineers Inc. conducted a traffic signal controlstudy for three intersections on Pacific Boulevard. The three study locations are as follows and shown on Figure 1.

1. Pacific Boulevard at 45th Street

2. Pacific Boulevard at 46th Street

3. Pacific Boulevard at 49th Street
City staff asked AGA to evaluate the three locations for a pedestrian hybrid beacon traffic signal or HAWK (High Intensity Activated crosswalk) traffic signal. All three intersections have stop control on the side streets (local streets) with ladder style crosswalks on Pacific Boulevard. Pacific Boulevard is a six lane arterial (three lanes each direction) with a posted speed limit of 40 mph and is classified as an Arterial roadway per the City’s General Plan. On-street parking is allowed along Pacific Boulevard and there are no existing bicycle lanes along Pacific Boulevard. However, per the General Plan, Class II bicycle lanes are to be considered along Pacific Boulevard. There is heavy vehicle traffic along Pacific Boulevard that includes freight traffic.
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Traffic Count Data Collection
The warrant analyses require vehicular and pedestrian/bicyclist traffic count data. Traffic count data was collected at each of the three crosswalks. Intersection turning movement counts were conducted for one weekday on December 4, 2024, during the morning and evening peak periods. For the peak hour counts, the number of pedestrians, bicyclists and vehicles were counted for all movements at each location. Pedestrian counts were also conducted for the three crosswalks for a two day period, on December 4th and December 5th in 2024. Those counts were conducted from 5:00 am to 7:00 pm. 45th Street
46th Street
49th Street
Figure 1. Study Area
Leonis
Boulevard
Pacific Boulevard

1. 2.

3. .
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24-hour daily traffic segment counts were also counted for each approach at the three intersections during the same two day periods as the pedestrian counts. The 24-count data was utilized for the traffic signal warrant analyses.

Collision Data
The initial assessment for each crosswalk location was to evaluate the number of pedestrian collisions.

Collision data from the Statewide Integrated Traffic Records System (SWITRS) was obtained from the city for the period spanning a ten year period, from Year 2014 – Year 2023. The collision assessment was used to determine if there has been a pattern of collisions involving pedestrians. The collisions were assessed in the traffic signal warrant analysis for each location.

Pedestrian Hybrid Beacon (HAWK) Assessment Methodology
Each crosswalk was evaluated for a pedestrian hybrid beacon traffic control, also known as a HAWK (High Intensity Activated Crosswalk). The HAWK is used to warn and control traffic to assist pedestrians in crossing a crosswalk. The operation of a HAWK traffic signal is different than the typical traffic signal (see Figure 2). When the HAWK indication is dark, vehicles may proceed through the crosswalk without stopping. The HAWK will then flash yellow for a pedestrian call to signal for vehicles to slow down and prepare to stop, then go to steady yellow prior to a steady red indication. As the pedestrian is crossing the crosswalk during the WALK indication, the HAWK will have a steady red ball indicating that vehicles should be at complete stop. Once the Flashing Don’t Walk (FDW) indication is on for the pedestrian, the HAWK will have an alternating flashing red ball indicting that the vehicles may proceed through the crosswalk if the pedestrian has cleared. The HAWK will then go back to dark until activated again.

Figure 2: Sequence for a Pedestrian Hybrid Beacon
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The benefit of utilizing a HAWK compared to a traffic signal is that vehicles can proceed through the crosswalk once the pedestrian and/or bicyclists have safely cleared the crosswalk, even during the FDW indication. While for a traffic signal, vehicles must wait for the entire pedestrian timing to be completed before the proceeding which can cause unnecessary delays especially if a pedestrian or bicyclist has crossed and cleared the crosswalk many seconds before the pedestrian timing has concluded. A HAWK signal is less expensive than a full traffic signal since it involves less traffic signal equipment. The cost of a HAWK signal could range from $250,000 - $350,000 compared to the cost of a full traffic signal which could range from $500,000 to $750,000 depending on the configuration of the intersection.

One of the disadvantages of a HAWK is drivers may not be familiar with the traffic control device and may not understand when they must stop and go during the dark phase. There has recently been an increase in installation of HAWK traffic signals in Southern California. The City of Los Angeles has begun installing HAWK traffic signals and plans to install additional HAWK traffic signals at various locations throughout the City.

The Federal Highway Administration (FHWA) has
guidelines for consideration of a HAWK traffic signal
and are primarily based on the roadway speed,
roadway configuration and daily vehicular traffic
volumes. The CA MUTCD 2014 Edition guidelines to
consider a HAWK traffic signal involve analyzing the
roadway speed, crosswalk length and the number of
vehicle and pedestrian traffic volumes. The CA
MUTCD guidelines for a Pedestrian Hybrid BeaconHAWK were used for this study since it includes assessing more details of the traffic volumes and
provides pedestrian traffic volume thresholds.

Figures 3a and 3b, show the CA MUTCD guidelines for
the installation of a Pedestrian Hybrid Beacon and is
based on the roadway speeds (35 mph), total number
of pedestrians crossing on the major street and the total number of vehicles per hour on both approaches on the major street. For both figures, the threshold for the minimum number of pedestrians is 20 pedestrians per hour crossing the crosswalk. The analysis utilized the traffic volume thresholds from Figure 3b since Figure 3a is for low-speed roadways with speeds of 35 mph or less.

HAWK Traffic Signal on Anaheim St and
Gulf Avenue (LA County)
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Figure 3a: Guidelines for the Installation of Pedestrian Hybrid Beacon on Low-Speed Roadways Figure 3b: Guidelines for the Installation of Pedestrian Hybrid Beacon on High-Speed Roadways .
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Traffic Signal Warrant Assessment Methodology
A Traffic Signal Warrant assessment was conducted at the three locations to evaluate whether the current traffic volumes justified the installation of a traffic signal. The traffic signal warrant analysis was performed in accordance with Chapter 4C of the California Manual on Uniform Traffic Control Devices (CA MUTCD) dated November 7, 2014, which outlines nine warrants that should be used to assess the need to signalize an intersection. It should be noted, many of the warrants are not applicable and were not assessed. Below shows that five warrants were assessed for this study. For all warrants that assess the number of lanes, the side street approaches at 45th Street and 49th Street were analyzed as a two lane approach since the width of those approach lanes are wide enough to accommodate two lane traffic.
• Warrant 1 – Eight-Hour Vehicular Volume (assessed)
• Warrant 2 – Four-Hour Vehicular Volume (assessed)
• Warrant 3 – Peak Hour (assessed)
• Warrant 4 – Pedestrian Volume (assessed)
• Warrant 5 – School Crossing
o Not Applicable
• Warrant 6 – Coordinated Signal System
o Not Applicable
• Warrant 7 – Crash Experience (assessed)
• Warrant 8 – Roadway Network
o Not Applicable – Pacific Boulevard is not a major route. • Warrant 9 – Intersection Near a Grade Crossing
o Not Applicable
Warrants 1, 2 and 3 - Analyses assessed all right turn vehicle traffic for these warrants. Typically, right turn traffic often incurs less delays as this movement has amply gaps in traffic to conduct the turn. The right turn traffic volumes are often reduced or excluded from traffic signal warrant analyses. This assessment is a conservative evaluation of the warrants since all right turn traffic was accounted for in the analyses.
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Other Traffic Control Devices
Other traffic control devices that are typically utilized at crosswalks are flashing yellow beacons (including rapid rectangular flashing beacons – RRFB) and all-way stop controls. The flashing yellow beacon is used to warn motorists of pedestrians crossing the street. The CA MUTCD has guidelines for the application of the flashing yellow beacon at school crossings, but not for non-school areas. If any of the studied traffic control devices (HAWK traffic signal and/or full traffic signal) are not warranted, either traffic control device, including flashing yellow beacons, may still be implemented based on engineering judgement and traffic conditions. The Rectangular Rapid-Flashing Beacon (RRFB) was not assessed in this study as the FHWA does not recommend this traffic control for roadways with speeds of 35mph or greater. In-roadway warning lights were also not assessed as these lights have specific requirements for installation and operation, and maintaining these lights are very difficult, especially areas with frequent truck traffic. For all three locations, stop control on the major streets was not assessed as stop control is usually implemented for streets with lower traffic demand and when all crossing streets have similar traffic volumes. For the study locations, the side street traffic volumes are significantly less than the major street traffic volumes. Stop control on any of the major study streets would significantly disrupt traffic conditions.

Detailed Analysis for Each Crosswalk Location
Based on the methodology and warrant analyses, the following is a detailed analysis of each crosswalk location and the countermeasures/improvements that could be implemented. .
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45th Street and Pacific Boulevard Analysis
Figure 4 shows the intersection of 45th Street and Pacific Boulevard. Pacific Boulevard is a six-lane arterial street with low pedestrian activity. There is a high visibility crosswalk crossing Pacific Boulevard on the south leg of the intersection. Both the northbound and southbound approaches on Pacific Boulevard have a pedestrian crossing signs to alert drivers to slow down before the crosswalk. At the advanced approaches for northbound and southbound on Pacific Boulevard, there are advanced pedestrian warning crossing signs (W11-2 and W16-9P). At the intersection, there are pedestrian warning crossing signs with a downward pointing diagonal arrow (W11-2 and W16-7P).

Based on the collision assessment and review of the SWITRS reports, there were five collisions recorded during the four-year period. None of the collisions involved pedestrians. Further details regarding the collisions are provided in the traffic signal warrant analysis (Warrant 7) for this intersection.

Figure 4. 45th Street at Pacific Boulevard Study Area
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Figure 5a shows the peak hour vehicle and pedestrian traffic volumes at the intersection. It shows that there is no significant pedestrian activity during both the AM and PM peak hours on the south leg crosswalk. Figure 5b shows the hourly pedestrian counts for the south leg crosswalk. As shown in the figure, there is very low pedestrian activity. The highest number of pedestrians were seven pedestrians recorded during the PM peak hour on Thursday.

Figure 5a: Traffic Counts for 45th Street and Pacific Boulevard .
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HAWK Traffic Signal Warrant Analysis
Per the CA MUTCD, the guideline for the installation of a HAWK traffic signal was analyzed based on the total number of pedestrians crossing the major street compared to the total number of vehicles per hour on both approaches. Due to the very low volume of pedestrians (less than 20 per hour) crossing the north leg crosswalk, the intersection does not qualify for a HAWK traffic signal.

Traffic Signal Warrant Analysis
Warrant 1 – Eight Hour Vehicular Volume: requires that one of two criteria (A or B) to be met to satisfy the warrant.

A. The minimum vehicular volume requires that the principal reason to consider a traffic control signal is due to a large volume of intersecting traffic. The minimum traffic volumes for both approaches on the major street is 600 vph and for the highest approach on the minor street the minimum traffic volume is 200 vph. The traffic volumes exceed the minimum threshold of 600 Figure 5b: South Leg Crosswalk on 45th Street and Pacific Boulevard – Pedestrian Counts .
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vph for the major street for the peak eight hours, but the traffic volumes on the minor street do not exceed the minimum traffic volumes (200 vph) for any of the eight peak hours.

B. The interruption of continuous traffic requires that the traffic volume is so heavy that traffic on the minor street suffers excessive delays. The minimum traffic volume criteria for both approaches on the major street for one lane is 900 vph and for the highest approach on the minor street is 100 vph. Although the traffic volumes for the major street exceed the threshold of 900 vph, the traffic volumes on the minor street satisfy only two of the eight hours minimum threshold. Both major and minor streets must satisfy all eight hours. Therefore Warrant 1 is not satisfied
Warrant 2 – Four Hour Vehicular Volume: For each of any 4 hours of an average day, the minor street traffic volume must be greater than 115 vehicles per hour.

Based on the count data (see table below), the number of vehicles on the minor street (45th Street) only surpassed the minimum requirement of 115 vehicles per hour for only 1 hour of the 4-hour requirement. Based on the count data during the peak periods of the day, Warrant 2 is not satisfied.

Pacific Boulevard
(North-South Total)
45th Street
(Westbound Total)
6-7 1,161 60
7 - 8 1,358 94
8 - 9 1,237 99
1 - 2 1,075 69
2 - 3 1,227 103
3 - 4 1,246 91
4- 5 1,338 136
5 - 6 1,393 75
PM
Time
AM
Peak Period Traffic Volumes Counts (8 Highest Hours)
Segment approach traffic volumes are not equivalent to the intersection turning movement counts
4 Highest Hours
Pacific Boulevard
(North-South Total)
45th Street
(Westbound Total)
7 - 8 1,358 94
8 - 9 1,237 99
2 - 3 1,227 103
4 - 5 1,338 136
Time
AM
PM
Segment approach traffic volumes are not equivalent to the intersection turning movement counts
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Warrant 3 – Peak Hour requires that one of two criteria (A or B) to be met to satisfy the warrant.

A. All three conditions need to be met for the same 1 hour on an average day.

Condition 1. The delay warrant requires a minimum total delay of 4 vehicle-hours for a singlelane approach in a single hour. At this intersection, the worst delay experienced on 45th Street is 0.31 vehicle-hours of delay during the morning peak hour of 4:30 pm – 5:30 pm. The delay was well short of the required threshold of 4 vehicle-hours and does not meet this condition.

The following tables show the total delays and traffic volumes for 45th Street during the AM and PM peak hours.

Condition 2. The width of the eastbound approach on 45th Street is wide enough to accommodate two lanes. Therefore, this approach was evaluated as two lanes for this warrant analysis. The peak hour volume warrant requires that during the peak hour, the minor street volume exceeds 150 vph (vehicles per hour) for the highest volume approach. Based on the turning movement counts, the maximum traffic volumes for westbound on 45th Street were 136 vehicles per hour for the PM peak hour. The demand for the AM and PM peak hours did not meet the 150 vehicles per hour threshold.

Condition 3. The total volume warrant requires that all entering volume with intersections with four or more approaches equals or exceeds 800 vehicles per hour. The total hourly traffic volume is greater than 800 vehicles for multiple hours through the day. The demand for total entering volume does meet the minimum threshold of 800 vehicles per hour.

Since Condition 1 and Condition 2, delay condition and minor street volume were not met, and all three conditions must be met, Warrant 3, Part A is not satisfied.

Delay Analysis: Evaluated the highest delay movement
(westbound left turn) of the side street.

Peak Hour
A
No. of
Vehicles
B.

Delay Per
Veh (sec)
Total Delay
(hr)
Min Req = 4Hr
A*B/3600
7:00 - 8:00 AM 22 26.7 0.16
4:30 - 5:30 PM 43 25.7 0.31
Delay at 45th
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B. Vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only-Condition 2) for 1 hour on an average day falls above the applicable curve on CA MUTCD Figure 4C-3 (see below) The peak hour traffic volumes do not meet the minimum threshold per CA MUTCD Figure 4C-3.

Therefore, Warrant 3 is not satisfied.

Warrant 4 – Pedestrian Volume requires that one of two criteria to be met to satisfy the warrant.

Criterion A. For each of any four hours of an average day, the pedestrians per hour crossing the major street (total of all crossings) must be greater than 107 pedestrians per hour. The highest pedestrian peak hour count for the 12-hour period counted was from 3:45 pm – 4:45 pm, and only 7 pedestrians crossed the intersection during this peak hour. All other hours of the study time period had less pedestrians crossing the intersection. Therefore, Criterion A is not satisfied. * Note: 150 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume threshold for a minor street approach with one lane. 0 100
200
300
400
500
600
400 1200 2000 2800 3600 4400 5200 6000 6800 7600 8400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-3: Criteria for "100%" Volume Level
2 OR MORE LANES & 2 OR MORE LANES
2 OR MORE LANES & 1 LANE
1 LANE & 1 LANE
150*
100*
Highest Pedestrian Hour
Pacific Boulevard
(North-South Total)
Pedestrians (All
Crossings)
PM 3:45 - 4:45 1,417 7
Time
136
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Criterion B. For one hour (any four consecutive 15-minute periods) of an average day, the pedestrians per hour crossing the major street (total of all crossings) must be greater than 133 pedestrians per hour. For the highest pedestrian peak hour which was discussed in Criterion A, the maximum number of pedestrians reached were only 7 pedestrians. Therefore, Warrant 4 is not satisfied.

Warrant 7 – Crash Experience requires that all three criteria be met in order for the warrant to be satisfied: 1) Warrant 1 Condition A or B or Warrant 4 must be 80% satisfied, 2) adequate trial of remedial measures has failed to reduce crash frequency, and 3) five or more reported crashes of types susceptible to correction by a traffic control signal have occurred within a 12-month period.

Collisions (2021-2024)
Collision data obtained from the Statewide Integrated Traffic Record System (SWITRS) for a 4-year period from January 1, 2021 to mid-December 2024 was assessed. Year 2024 had the most recorded collisions of three, which is less than the minimum threshold of five. Below shows the collisions for each year studied.
• Year 2021
o Rear-End Collision, Directions: Northbound Through and Northbound Through • Year 2022
o Not Applicable – No correctable collisions at intersections • Year 2023
o Broadside Collision, Directions: Westbound Through and Northbound Through • Year 2024
o Broadside Collision, Directions: Northbound Left and Northbound Through o Rear-End Collision, Directions: Southbound Through and Southbound Through o Broadside Collision, Directions: Northbound U-Turn and Northbound Through Since the number of collisions within any 12-month period for the past years were not met, Warrant 7 is not satisfied.
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Findings
Due to the low volume of pedestrians (lower than 20 per hour) crossing the south leg crosswalk, the intersection does not qualify for a HAWK traffic signal. Per the traffic signal warrants analyses, a full traffic signal is not warranted. The vehicle traffic volumes do not meet the criteria for Warrant 1 (Eight Hour), Warrant 2 (Four Hour) and Warrant 3 (Peak Hour). Due to the low volume of pedestrians and number of conflicting vehicles during the peak hours, a traffic signal is also not warranted per Warrant 4 – Pedestrian Volume. After analyzing the number of collisions per year, a traffic signal is not warranted per Warrant 7 – Crash experience. The City can always use engineering judgement to install a traffic control, which can include a HAWK traffic signal, full traffic signal, or flashing yellow beacon warning lights.

Collisions, traffic count data, traffic warrants and details of the analysis of this intersection are provided in Appendix A.
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46th Street and Pacific Boulevard Analysis
Figure 6 shows the intersection of 46th Street and Pacific Boulevard. Pacific Boulevard is a six-lane arterial street with low pedestrian activity. There is a high visibility crosswalk crossing Pacific Boulevard on the south leg of the intersection. This intersection also serves as a railroad crossing in the east/west directions and has an existing railroad flashing light signal for Pacific Boulevard traffic. Both the northbound and southbound approaches on Pacific Boulevard have a railroad crossing sign to alert drivers to slow down before entering the intersection. Based on the collision assessment and review of the SWITRS reports, there were eight collisions recorded during the four-year period. One of the collisions involved a pedestrian. Further details regarding the collisions are provided in the traffic signal warrant analysis (Warrant 7) for this intersection.

Figure 7a shows the peak hour vehicle and pedestrian traffic volumes at the intersection. It shows that there is low pedestrian activity during both the AM and PM peak hours on the north leg crosswalk.

Figure 7b shows the hourly pedestrian counts for the north leg crosswalk. As shown in the figure, there is some pedestrian activity throughout the day, primarily during the morning and evening peak periods.

Figure 6. 46th Street at Pacific Boulevard Study Area
46th Street
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Figure 7b: North Leg Crosswalk on 46th Street and Pacific Boulevard – Pedestrian Counts Figure 7a: Traffic Counts for 46th Street and Pacific Boulevard .
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HAWK Traffic Signal Warrant Analysis
Per the CA MUTCD, the guideline for the installation of a HAWK traffic signal was analyzed based on the total number of pedestrians crossing the major street compared to the total number of vehicles per hour on both approaches. Due to the volume of pedestrians (less than 20 per hour) crossing the north leg crosswalk, the intersection does not qualify for a HAWK traffic signal.

Traffic Signal Warrant Analysis
Warrant 1 – Eight Hour Vehicular Volume: requires that one of two criteria (A or B) to be met to satisfy the warrant.

A. The minimum vehicular volume requires that the principal reason to consider a traffic control signal is due to a large volume of intersecting traffic. The minimum traffic volumes for both approaches on the major street is 600 vph and for the highest approach on the minor street the minimum traffic volume is 200 vph. The traffic volumes exceed the minimum threshold of 600 vph for the major street for the peak eight hours, but the traffic volumes on the minor street does not exceed the minimum traffic volumes (200 vph) for any of the eight peak hours.

B. The interruption of continuous traffic requires that the traffic volume is so heavy that traffic on the minor street suffers excessive delays. The minimum traffic volume criteria for both approaches on the major street for one lane is 900 vph and for the highest approach on the minor street is 100 vph. Although the traffic volumes for the major street exceed the threshold of 900 vph, the traffic volumes on the minor street satisfy only three of the eight hours minimum threshold. Both major and minor streets must satisfy all eight hours. Therefore Warrant 1 is not satisfied
Pacific Boulevard
(North-South Total)
46th Street
(Westbound Total)
6-7 1,152 65
7 - 8 1,373 88
8 - 9 1,267 81
12 - 1 1,056 92
2 - 3 1,145 113
3 - 4 1,368 118
4- 5 1,371 113
5 - 6 1,396 81
PM
Time
AM
Peak Period Traffic Volumes Counts (8 Highest Hours)
Segment approach traffic volumes are not equivalent to the intersection turning movement counts
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Warrant 2 – Four Hour Vehicular Volume: For each of any 4 hours of an average day, the minor street traffic volume must be greater than 115 vehicles per hour.

Based on the count data (see table below), the number of vehicles on the minor street (46th Street) only surpassed the minimum requirement of 115 vehicles per hour for three hours of the 4 hour requirement. Based on the count data during the peak periods of the day, Warrant 2 is not satisfied.

Warrant 3 – Peak Hour requires that one of two criteria (A or B) to be met to satisfy the warrant.

C. All three conditions need to be met for the same 1 hour on an average day.

Condition 1. The delay warrant requires a minimum total delay of 4 vehicle-hours for a singlelane approach in a single hour. At this intersection, the worst delay experienced on 46th Street is 0.53 vehicle-hours of delay during the morning peak hour of 4:30 pm – 5:30 pm. The delay was well short of the required threshold of 4 vehicle-hours and does not meet this condition.

The following tables show the total delays and traffic volumes for 46th Street during the AM and PM peak hours.

Condition 2. The peak hour volume warrant requires that during the peak hour, the minor street volume exceeds 150 vph (vehicles per hour) for the highest volume approach. Based on the turning movement counts, the maximum traffic volumes for westbound on 46th Street were Peak Hour
A
No. of
Vehicles
B.

Delay Per
Veh (sec)
Total Delay
(hr)
Min Req = 4Hr
A*B/3600
7:00 - 8:00 AM 20 28.8 0.16
4:30 - 5:30 PM 62 30.6 0.53
Delay at 46th
Delay Analysis: Evaluated the highest delay
movement (westbound left turn) of the side street.
4 Highest Hours
Pacific Boulevard
(North-South Total)
46th Street
(Westbound Total)
12 - 1 1,056 92
2 - 3 1,145 113
3 - 4 1,368 118
4 - 5 1,371 113
Time
PM
Segment approach traffic volumes are not equivalent to the intersection turning movement counts
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118 vehicles per hour for the PM peak hour. The demand for the AM and PM peak hours did not meet the 150 vehicles per hour threshold.

Since Condition 1, delay condition was not met, and all three conditions must be met, Warrant 3, Part A is not satisfied.

D. Vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only-Condition 2) for 1 hour on an average day falls above the applicable curve on CA MUTCD Figure 4C-3 (see below).

The peak hour traffic volumes do not meet the minimum threshold per CA MUTCD Figure 4C-3.

Therefore, Warrant 3 is not satisfied.
* Note: 150 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume threshold for a minor street approach with one lane. 0 100
200
300
400
500
600
400 1200 2000 2800 3600 4400 5200 6000 6800 7600 8400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-3: Criteria for "100%" Volume Level
2 OR MORE LANES & 2 OR MORE LANES
2 OR MORE LANES & 1 LANE
1 LANE & 1 LANE
150*
100*
118
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Warrant 4 – Pedestrian Volume requires that one of two criteria to be met to satisfy the warrant.

Criterion B. For one hour (any four consecutive 15-minute periods) of an average day, the pedestrians per hour crossing the major street (total of all crossings) must be greater than 133 pedestrians per hour. For the highest pedestrian peak hour which was discussed in Criterion A, the maximum number of pedestrians reached were only 16 pedestrians. Therefore, Warrant 4 is not satisfied.

Collisions (2021-2024)
Collision data obtained from the Statewide Integrated Traffic Record System (SWITRS) for a 4-year period from January 1, 2021 to mid-December 2024 was assessed. There was a fatal pedestrian collision that occurred in Year 2023. The collision is under investigation. Year 2024 had the most recorded collisions of three, which is less than the minimum threshold of five. Below shows the collisions for each year studied.
• Year 2021
o Broadside Collision, Directions: Northbound U-Turn and Northbound Through o Rear-End Collision, Directions: Northbound Through and Northbound Through • Year 2022
o Sideswipe Collision, Directions: Northbound Through and Northbound Through o Sideswipe Collision, Directions: Northbound Through and Northbound Through Highest Pedestrian Hour
Pacific Boulevard
(North-South Total)
Pedestrians (All
Crossings)
AM 8:30 - 9:30 1,405 16
Time
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• Year 2023
o Auto/Ped Collision, Directions: Northbound Through and Westbound Through  Collison involving a vehicle and pedestrian occurred in the early weekday morning (4:39 am). There is existing safety lighting at both ends of the crosswalk. The collision is currently under investigation. • Year 2024
o Hit Object Collision, Directions: Northbound Through
o Broadside Collision, Directions: Westbound Through and Northbound Through o R-O-W Collision, Directions: Westbound Left and Northbound Through Since the number of collisions within any 12-month period for the past years were not met, Warrant 7 is not satisfied.

Findings
Due to the low volume of pedestrians (lower than 20 per hour) crossing the north leg crosswalk, the intersection does not qualify for a HAWK traffic signal. Per the traffic signal warrants analyses, the findings are similar to the intersection of 45th Street. A traffic signal is not warranted. The vehicle traffic volumes do not meet the criteria for Warrant 1 (Eight Hour), Warrant 2 (Four Hour) and Warrant 3 (Peak Hour). Due to the low volume of pedestrians and number of conflicting vehicles during the peak hours, a traffic signal is not warranted per Warrant 4 – Pedestrian Volume. After analyzing the number of collisions per year, a traffic signal is not warranted per Warrant 7 – Crash experience.

For the HAWK traffic signal analysis, the number of peak hour pedestrians of 16 is near the minimum threshold of 20 per hour. The City can always use engineering judgement to install a HAWK traffic signal, or another traffic control (full traffic signal or flashing yellow beacon warning lights). If a traffic control involving signal indications is to be installed at this location, the traffic signal indications need to carefully be assessed as there are potential conflicting railroad signal indications.

There are no existing pedestrian crossing warning signs on the Pacific Boulevard at this intersection.

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Boulevard as the speed limit is 40 mph, pedestrian crossing warning signs could be installed at both the advanced approaches and at the intersection, similar to 45th Street. The pedestrian crossing warning signs are for only uncontrolled crosswalks and not associated with the HAWK traffic signal, full traffic signal, and stop controlled crossings.

Collisions, traffic count data, traffic warrants and details of the analysis of this intersection are provided in Appendix B.
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49th Street and Pacific Boulevard Analysis
Figure 8 shows the intersection of 49th Street and Pacific Boulevard. Pacific Boulevard is a six-lane arterial street with low pedestrian activity. There is a high visibility crosswalk crossing Pacific Boulevard on the south leg of the intersection. 49th Street is located less than 300 feet from the signalized intersection of Leonis Boulevard. Based on the collision assessment and review of the SWITRS reports, there was one collision recorded during the four-year period. The collision did not involve a pedestrian.

Further details regarding the collisions are provided in the traffic signal warrant analysis (Warrant 7) for this intersection.

Figure 9a shows the peak hour vehicle and pedestrian traffic volumes at the intersection. It shows that there is no significant pedestrian activity during both the AM and PM peak hours on the south leg crosswalk. Figure 9b shows the hourly pedestrian counts for the south leg crosswalk. As shown in the figure, there is very low pedestrian activity crossing Pacific Boulevard throughout the day. The highest number of pedestrians were two pedestrians recorded during the AM peak hour on Thursday.

Figure 8. 49th Street at Pacific Boulevard Study Area Pacific Boulevard 49th Street
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Figure 9b: South Leg Crosswalk on 49th Street and Pacific Boulevard – Pedestrian Counts Figure 9a: Traffic Counts for 49th Street and Pacific Boulevard .
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Traffic Signal Warrant Analysis
Warrant 1 – Eight Hour Vehicular Volume: requires that one of two criteria (A or B) to be met to satisfy the warrant.

A. The minimum vehicular volume requires that the principal reason to consider a traffic control signal is due to a large volume of intersecting traffic. The minimum traffic volumes for both approaches on the major street is 600 vph and for the highest approach on the minor street the minimum traffic volume is 200 vph. The traffic volumes exceed the minimum threshold of 600 vph for the major street for the peak eight hours, but the traffic volumes on the minor street does not exceed the minimum traffic volumes (200 vph) for any of the eight peak hours.

B. The interruption of continuous traffic requires that the traffic volume is so heavy that traffic on the minor street suffers excessive delays. The minimum traffic volume criteria for both approaches on the major street for one lane is 900 vph and for the highest approach on the minor street is 100 vph. Although the traffic volumes for the major street exceed the threshold of 900 vph, the traffic volumes on the minor street satisfy none of the eight hours minimum threshold. Both major and minor streets must satisfy all eight hours. Therefore Warrant 1 is not satisfied
Peak Period Traffic Volumes Counts (8 Highest Hours)
Segment approach traffic volumes are not equivalent to the intersection turning movement counts
Pacific Boulevard
(North-South Total)
49th Street
(Eastbound Total)
7 - 8 1,538 43
8 - 9 1,422 55
12 - 1 1,183 63
1 - 2 1,268 78
2 - 3 1,411 79
3 - 4 1,575 76
4- 5 1,557 92
5 - 6 1.523 82
Time
AM
PM
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Warrant 2 – Four Hour Vehicular Volume: For each of any 4 hours of an average day, the minor street traffic volume must be greater than 115 vehicles per hour.

Based on the count data (see table below), the number of vehicles on the minor street (49th Street) surpassed the minimum requirement of 115 vehicles per hour for none of the 4-hour requirement.

Based on the count data during the peak periods of the day, Warrant 2 is not satisfied.

Warrant 3 – Peak Hour requires that one of two criteria (A or B) to be met to satisfy the warrant.

E. All three conditions need to be met for the same 1 hour on an average day.

Condition 1. The delay warrant requires a minimum total delay of 4 vehicle-hours for a singlelane approach in a single hour. At this intersection, the worst delay experienced on 45th Street is 0.75 vehicle-hours of delay during the morning peak hour of 4:30 pm – 5:30 pm. The delay was well short of the required threshold of 4 vehicle-hours and does not meet this condition.

The following tables show the total delays and traffic volumes for 49th Street during the AM and PM peak hours.

Peak Hour
A
No. of
Vehicles
B.

Delay Per
Veh (sec)
Total Delay
(hr)
Min Req = 4Hr
A*B/3600
7:30 - 8:30 AM 28 22.3 0.17
4:30 - 5:30 PM 61 44.2 0.75
Delay at 49th
Delay Analysis: Evaluated the highest delay movement
(westbound left turn) of the side street.
4 Highest Hours
Segment approach traffic volumes are not equivalent to the intersection turning movement counts
Pacific Boulevard
(North-South Total)
49th Street
(Eastbound Total)
1 - 2 1,268 78
2 - 3 1,411 79
4 - 5 1,557 92
5 - 6 1,523 82
PM
Time
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Condition 2. The width of the eastbound approach on 49th Street is wide enough to accommodate two lanes. Therefore, this approach was evaluated as two lanes for this warrant analysis. The peak hour volume warrant requires that during the peak hour, the minor street volume exceeds 150 vph (vehicles per hour) for the highest volume approach. Based on the turning movement counts, the maximum traffic volumes for eastbound on 49th Street were 92 vehicles per hour for the PM peak hour. The demand for the AM and PM peak hours did not meet the 150 vehicles per hour threshold.

Since Condition 1, delay condition was not met, and all three conditions must be met, Warrant 3, Part A is not satisfied.

F. Vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only-Condition 2) for 1 hour on an average day falls above the applicable curve on CA MUTCD Figure 4C-3 (see below).

The peak hour traffic volumes do not meet the minimum threshold per CA MUTCD Figure 4C-3.

MINOR STREET

HIGH VOLUME APPROACH - VPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-3: Criteria for "100%" Volume Level
2 OR MORE LANES & 2 OR MORE LANES
2 OR MORE LANES & 1 LANE
1 LANE & 1 LANE
150*
100*
92 .
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Warrant 4 – Pedestrian Volume requires that one of two criteria to be met to satisfy the warrant.

Criterion B. For one hour (any four consecutive 15-minute periods) of an average day, the pedestrians per hour crossing the major street (total of all crossings) must be greater than 133 pedestrians per hour. For the highest pedestrian peak hour which was discussed in Criterion A, the maximum number of pedestrians reached were only 2 pedestrians. Therefore, Warrant 4 is not satisfied.

Collisions (2021-2024)
Collision data obtained from the Statewide Integrated Traffic Record System (SWITRS) for a 4-year period from January 1, 2021 to mid-December 2024, indicated that one correctable collision occurred during the 12-month period of January 1, 2024 to mid-December 2024. There were no correctable collisions from January 1, 2021 to December 21, 2023. Below shows the collisions for each year studied.
• Year 2021
o Not Applicable – No correctable collisions at intersections • Year 2022
o Not Applicable – No correctable collisions at intersections • Year 2023
o Not Applicable – No correctable collisions at intersections Highest Pedestrian Hour
Pacific Boulevard
(North-South Total)
Pedestrians (All
Crossings)
AM 7:00 - 8:00 1,584 2
Time
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• Year 2024
o Sideswipe Collision, Directions: Southbound Right and Parked Vehicle Since the number of collisions within any 12-month period for the past years were not met, Warrant 7 is not satisfied.

Findings
Due to the low volume of pedestrians (lower than 20 per hour) crossing the south leg crosswalk, the intersection does not qualify for a HAWK traffic signal. Per the traffic signal warrants analyses, the findings are similar to the previous intersections, a traffic signal is not warranted. The vehicle traffic volumes do not meet the criteria for Warrant 1 (Eight Hour), Warrant 2 (Four Hour) and Warrant 3 (Peak Hour). Due to the low volume of pedestrians and number of conflicting vehicles during the peak hours, a traffic signal is not warranted per Warrant 4 – Pedestrian Volume. After analyzing the number of collisions per year, a traffic signal is not warranted per Warrant 7 – Crash experience. Since 49th Street is less than 300 feet from the signalized intersection of Leonis Boulevard, installing traffic control could disrupt traffic from and to Leonis Boulevard. The City could use engineering judgment to install traffic control at this location. If traffic control is to be installed, it should be synchronized with the intersection at Leonis Boulevard in order to not disrupt traffic along Pacific Boulevard.

Since there is a low number of pedestrians that cross Pacific Boulevard at 49th Street, there are currently minimal disruptions to traffic on Pacific Boulevard. The City could also remove this crosswalk and have pedestrians cross at Leonis Boulevard, which is a controlled crossing (traffic signal).

Per the CA MUTCD guidelines, the pedestrian crossing warning signs should be posted for uncontrolled crossings at roadways where the speed limit exceeds 40 mph and the roadway has four or more lanes with a minimum daily traffic of 12,000 vehicles per day. Even though the criteria do not apply to Pacific Boulevard as the speed limit is 40 mph, pedestrian crossing warning signs could be installed at both the advanced approaches and at the intersection, similar to 45th Street. The pedestrian crossing warning signs are for only uncontrolled crosswalks and not associated with the HAWK traffic signal, full traffic signal, and stop controlled crossings.

Collisions, traffic count data, traffic warrants and details of the analysis of this intersection are provided in Appendix C.
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Conclusion
City staff had AGA conduct a Pedestrian Hybrid Beacon study to evaluate if the three intersections qualify for a HAWK traffic signal, and also a traffic signal warrant study to determine if the intersections qualify for a traffic signal. Traffic counts were conducted and the number of collisions were assessed.

The following summarized findings are provided:

A) HAWK Traffic Signal - Based on the findings of Pedestrian Hybrid Beacon guidelines per the CA MUTCD, the pedestrian peak hour volumes did not meet the minimum threshold of 20 pedestrians crossing the major street per hour. However, in studying 46th Street, it was found that this intersection had the highest pedestrian volume of 16 pedestrians during the pedestrian peak hour, which is close to the HAWK threshold of 20 pedestrians in an hour.

Furthermore, It is important to note that this intersection also operates as a railroad crossing and has an existing railroad flashing light signal indications.

B) Traffic Signal Warrant - Based on the findings of traffic signal warrant analysis, the traffic volumes did not meet the minimum thresholds for Warrant 1 (vehicle peak eight hours), Warrant 2 (vehicle peak four hours), Warrant 3 (vehicle peak hour), and Warrant 4 (pedestrian peak hour). The number of reported collisions for each location also did not meet Warrant 7 (crash experience) thresholds. The warrants that assessed the side street traffic volumes utilized all right turn traffic. Typically, the right turn traffic is either reduced or removed from the traffic signal warrant analyses since right turn traffic from the side street generally can turn right within the gaps of traffic on the major street (Pacific Boulevard). Even with this conservative approach, the side street traffic volumes did not meet any of the traffic signal warrant criteria.

In addition to above (A) and (B) findings, at the intersection of 49th Street, there is very low pedestrian demand crossing on Pacific Boulevard and the crosswalk is located approximately only 320 feet from the crosswalk at Leonis Boulevard. Then to enhance pedestrian safety, the crosswalk at 49th Street could be removed since a controlled crossing is available at Leonis Boulevard for pedestrians to cross Pacific Boulevard.

The intersection of 45th Street and Pacific Boulevard has existing pedestrian crossing signs at both advanced approaches and at the intersection along Pacific Boulevard. Although this signing is not required based on the posted speed on Pacific Boulevard (not greater than 40 mph), the City could install the same signs at 46th and 49th street for both northbound and southbound approaches. .
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As an alternative, the City can use engineering judgement to install a traffic control at any of the three study crosswalks, which can include a HAWK traffic signal, full traffic signal, or flashing yellow beacon warning lights. The Rectangular Rapid-Flashing Beacon (RRFB) was not assessed in this study as the FHWA does not recommend this traffic control for roadways with speeds of 35mph or greater. Inroadway warning lights were also not assessed as these lights have specific requirements for installation and operation, and maintaining these lights are very difficult, especially areas with frequent truck traffic.

Appendix A – 45th Street Analyses
Appendix B – 46th Street Analyses
Appendix C – 49th Street Analyses
Appendices – Each Location, includes: Traffic Counts, Crossing Evaluation Worksheet, CA MUTCD HAWK Warrant, SWITRS Collison Reports, CA MUTCD Traffic Signal Warrant Worksheets, Synchro Worksheets (for Delay Analysis)
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Item 12 Page 34 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
A
 45th Street at Pacific Boulevard

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Item 12 Page 35 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
A
 Traffic Counts

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Item 12 Page 36 of 294
DATE: LOCATION: PROJECT #: SC4951
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: STOP W
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X30 1 3XXXX0X 0 0000
7:00 AM 0 249 10 9 93 0 0 0 0 7 0 8 376 0000 0
7:15 AM 0 255 13 12 99 0 0 0 0 5 0 7 391 0000 0
7:30 AM 0 257 16 7 96 0 0 0 0 6 0 10 392 0000 0
7:45 AM 0 193 15 9 95 0 0 0 0 4 0 11 327 0000 0
8:00 AM 0 176 15 12 102 0 0 0 0 6 0 15 326 0100 1
8:15 AM 0 178 13 14 108 0 0 0 0 11 0 7 331 0000 0
8:30 AM 0 167 15 8 101 0 0 0 0 8 0 6 305 0000 0
8:45 AM 0 159 13 2 40 0 0 0 0 7 0 3 224 0000 0
VOLUMES 0 1,634 110 73 734 0 0 0 0 54 0 67 2,673 01001
APPROACH % 0% 94% 6% 9% 91% 0% 0% 0% 0% 45% 0% 55%
APP/DEPART 1,744 / 1,702 808 / 788 0 / 183 121 / 00

BEGIN PEAK HR
VOLUMES 0 954 54 37 383 0 0 0 0 22 0 36 1,486 0000
APPROACH % 0% 95% 5% 9% 91% 0% 0% 0% 0% 38% 0% 62%
PEAK HR FACTOR 0.923 0.946 0.000 0.906 0.948
APP/DEPART 1,008 / 990 420 / 405 0 / 91 58 / 00
4:00 PM 0 159 12 20 177 0 0 0 0 9 0 15 392 0000 0
4:15 PM 0 126 5 14 157 0 0 0 0 6 0 10 318 0000 0
4:30 PM 0 158 7 21 194 0 0 0 0 6 0 12 398 0100 1
4:45 PM 0 175 10 15 170 0 0 0 0 9 0 7 386 0000 0
5:00 PM 0 184 16 14 196 0 0 0 0 12 0 19 441 2000 2
5:15 PM 0 152 11 4 181 0 0 0 0 16 0 7 371 0100 1
5:30 PM 0 135 9 6 164 0 0 0 0 9 0 8 331 0100 1
5:45 PM 0 142 4 5 166 0 0 0 0 5 0 8 330 0000 0
VOLUMES 0 1,231 74 99 1,405 0 0 0 0 72 0 86 2,972 23005 APPROACH % 0% 94% 6% 7% 93% 0% 0% 0% 0% 46% 0% 54%
APP/DEPART 1,307 / 1,320 1,507 / 1,479 0 / 173 158 / 00

BEGIN PEAK HR
VOLUMES 0 669 44 54 741 0 0 0 0 43 0 45 1,600 2200
APPROACH % 0% 94% 6% 7% 93% 0% 0% 0% 0% 49% 0% 51%
PEAK HR FACTOR 0.885 0.922 0.000 0.710 0.903
APP/DEPART 715 / 716 797 / 786 0 / 98 88 / 00
Pacific Blvd

NORTH LEG
E 45th St WEST LEG EAST LEG E 45th St

SOUTH LEG
Pacific Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 8 0 8 0020 2 0060 6
7:15 AM 0 0 9 5 14 0030 3 0065 11
7:30 AM 0 0 3 1 4 0010 1 0021 3
7:45 AM 0 0 2 1 3 0000 0 0021 3
8:00 AM 0 0 1 2 3 0010 1 0002 2
8:15 AM 0 0 3 0 3 0020 2 0010 1
8:30 AM 0 0 2 0 2 0010 1 0010 1
8:45 AM 0 0 0 1 1 0000 0 0001 1
TOTAL 0 0 28 10 38 0 0 10 0 10 0 0 18 10 28
BEGIN PEAK HR 0060 6
4:00 PM 1 0 4 1 6 0000 0 1041 6
4:15 PM 4 0 4 0 8 4040 8 0000 0
4:30 PM 1 0 6 3 10 1060 7 0003 3
4:45 PM 0 0 1 2 3 0000 0 0012 3
5:00 PM 1 0 3 1 5 1020 3 0011 2
5:15 PM 2 0 1 0 3 2010 3 0000 0
5:30 PM 0 0 1 2 3 0010 1 0002 2
5:45 PM 0 0 3 0 3 0020 2 0010 1
TOTAL 9 0 23 9 41 8 0 16 0 24 1 0 7 9 17
4090 13

AM PM AM
7:00 AM
PM
4:30 PM
ALL PED + BIKE & SCOOTER
7:00 AM
BEGIN PEAK HR 4:30 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Pacific Blvd Pacific Blvd E 45th St E 45th St

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Vernon
Pacific Blvd
E 45th St
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Item 12 Page 37 of 294
2,315 0 2,139 172 TOTAL 3,022
1,507 0 1,405 99 PM 1,320
808 0 734 73 AM 1,702
121 158 279
0 0 0
67 86
153
0 0 0
TOTAL
PM
AM
54 72
126
0 0 0
AMPM
TOTAL
0 0 0
0 0 0
183 173 356
0 0 0
788 AM 0 1,634 110 1,744
1,479 PM 0 1,231 74 1,307
2,267 TOTAL 0 2,865 184 3,051
1,217 0 1,124 91 TOTAL 1,706
797 0 741 54 PM 716
420 0 383 37 AM 990
58 88
146
0 0 0
36 45 81
0 0 0
TOTAL
PM
AM
AM 7:00 AM
8:45 AM
22 43 65
0 0 0
#N/A
AMPM
TOTAL
0 0 0
PM 4:30 PM
5:45 PM
0 0 0
91 98
189
0 0 0
405 AM 0 954 54 1,008
786 PM 0 669 44 715
1,191 Total 0 1,623 98 1,723
Pacific Blvd
Pacific Blvd
Pacific Blvd
E 45th St
E 45th St

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Pacific Blvd
E 45th St
E 45th St

ALL HOURS
Vernon
SC4951
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Item 12 Page 38 of 294

EB WB EB WB NB SB NB SB
5:00 AM 000010001
5:15 AM 000000000
5:30 AM 000001001
5:45 AM 000000000
6:00 AM 000005005
6:15 AM 000001001
6:30 AM 000023005
6:45 AM 000004004
7:00 AM 000000000
7:15 AM 000001001
7:30 AM 000003003
7:45 AM 000012003
8:00 AM 000010001
8:15 AM 000001001
8:30 AM 000013004
8:45 AM 000114006
9:00 AM 000001001
9:15 AM 000010001
9:30 AM 000010001
9:45 AM 000020002
10:00 AM 000000000
10:15 AM 000020002
10:30 AM 000000000
10:45 AM 000010001
11:00 AM 000000000
11:15 AM 000012003
11:30 AM 000020002
11:45 AM 000010001
12:00 PM 000000000
12:15 PM 000000000
12:30 PM 000000000
12:45 PM 000010001
1:00 PM 000000000
1:15 PM 000000000
1:30 PM 000010001
1:45 PM 000000000
2:00 PM 000000000
2:15 PM 000010001
2:30 PM 000000000
2:45 PM 000010001
3:00 PM 000020002
3:15 PM 000000000
3:30 PM 0 0 0 0 10 0 0 0 10
3:45 PM 000132006
4:00 PM 000010001
4:15 PM 000110002
4:30 PM 001150007
4:45 PM 000000000
5:00 PM 000010001
5:15 PM 000010001
5:30 PM 001032006
5:45 PM 000011002
6:00 PM 000010001
6:15 PM 000000000
6:30 PM 000000000
6:45 PM 000000000
TTL 0 0 2 4 51 36 0 0 93
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
E/W Direction:

Date:

Project number:

Wednesday, December 4, 2024
sc4951
Vernon
Pacific Blvd
E 45th St
Location:

N/S Direction:

PEDESTRIANS COUNTS

NORTH LEG SOUTH LEG EAST LEG WEST LEG
Pacific Blvd Pacific Blvd E 45th St E 45th St
Start Time TTL
.
.

Item 12 Page 39 of 294

EB WB EB WB NB SB NB SB
5:00 AM 100000001
5:15 AM 000010001
5:30 AM 000020002
5:45 AM 010070008
6:00 AM 000020002
6:15 AM 000002002
6:30 AM 000032005
6:45 AM 000001001
7:00 AM 000011002
7:15 AM 000030003
7:30 AM 000010001
7:45 AM 000000000
8:00 AM 000010001
8:15 AM 000011002
8:30 AM 000001001
8:45 AM 000000000
9:00 AM 000001001
9:15 AM 100000001
9:30 AM 000002002
9:45 AM 000031004
10:00 AM 000000000
10:15 AM 000001001
10:30 AM 000000000
10:45 AM 100001002
11:00 AM 100001002
11:15 AM 000011002
11:30 AM 000000000
11:45 AM 000000000
12:00 PM 000001001
12:15 PM 000000000
12:30 PM 000000000
12:45 PM 000000000
1:00 PM 000001001
1:15 PM 000000000
1:30 PM 100000001
1:45 PM 000000000
2:00 PM 000000000
2:15 PM 000000000
2:30 PM 000002002
2:45 PM 000000000
3:00 PM 110010003
3:15 PM 000011002
3:30 PM 000090009
3:45 PM 020040006
4:00 PM 000000000
4:15 PM 400040008
4:30 PM 100060007
4:45 PM 000000000
5:00 PM 010020003
5:15 PM 020010003
5:30 PM 000010001
5:45 PM 000020002
6:00 PM 000011002
6:15 PM 000010001
6:30 PM 000010001
6:45 PM 000000000
TTL 11 7 0 0 60 22 0 0 100
NORTH LEG PEDS Should be on the SOUTH LEG
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
E/W Direction:

Date:

Project number:

Thursday, December 5, 2024
sc4951
Vernon
Pacific Blvd
E 45th St
Location:

N/S Direction:

PEDESTRIANS COUNTS

NORTH LEG SOUTH LEG EAST LEG WEST LEG
Pacific Blvd Pacific Blvd E 45th St E 45th St
Start Time TTL
.
.

Item 12 Page 40 of 294
CITY: Vernon PROJECT:

AM Period SB PM Period SB
0:00 8 12:00 112
0:15 27 12:15 112
0:30 37 12:30 123
0:45 15 87 87 12:45 113 460 460
1:00 15 13:00 106
1:15 12 13:15 142
1:30 10 13:30 134
1:45 8 45 45 13:45 124 506 506
2:00 14 14:00 143
2:15 8 14:15 133
2:30 18 14:30 151
2:45 15 55 55 14:45 158 585 585
3:00 11 15:00 160
3:15 16 15:15 160
3:30 16 15:30 157
3:45 43 86 86 15:45 157 634 634
4:00 25 16:00 200
4:15 35 16:15 185
4:30 49 16:30 106
4:45 62 171 171 16:45 208 699 699
5:00 49 17:00 180
5:15 72 17:15 182
5:30 80 17:30 202
5:45 116 317 317 17:45 166 730 730
6:00 76 18:00 174
6:15 75 18:15 173
6:30 102 18:30 171
6:45 95 348 348 18:45 137 655 655
7:00 93 19:00 124
7:15 98 19:15 126
7:30 109 19:30 72
7:45 123 423 423 19:45 71 393 393
8:00 104 20:00 53
8:15 121 20:15 75
8:30 87 20:30 58
8:45 110 422 422 20:45 49 235 235
9:00 90 21:00 44
9:15 69 21:15 63
9:30 84 21:30 48
9:45 82 325 325 21:45 45 200 200
10:00 99 22:00 24
10:15 112 22:15 28
10:30 98 22:30 35
10:45 100 409 409 22:45 31 118 118
11:00 100 23:00 19
11:15 102 23:15 34
11:30 117 23:30 39
11:45 117 436 436 23:45 19 111 111
Total Vol. 3124 3124 5326 5326
SB Combined
8450 8450
Split % 100.0% 37.0% 100.0% 63.0%
Peak Hour 11:45 11:45 16:45 16:45
Volume 464 464 772 772
P.H.F. 0.94 0.94 0.93 0.93
Wednesday, December 04, 2024 SC4951
ADT7 Pacific Blvd north of E 45th St.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 41 of 294
CITY: Vernon PROJECT:

AM Period SB PM Period SB
0:00 22 12:00 101
0:15 21 12:15 82
0:30 15 12:30 161
0:45 18 76 76 12:45 115 459 459
1:00 11 13:00 128
1:15 14 13:15 100
1:30 17 13:30 128
1:45 12 54 54 13:45 103 459 459
2:00 15 14:00 136
2:15 6 14:15 112
2:30 11 14:30 149
2:45 20 52 52 14:45 75 472 472
3:00 13 15:00 174
3:15 14 15:15 182
3:30 26 15:30 182
3:45 47 100 100 15:45 184 722 722
4:00 30 16:00 197
4:15 32 16:15 171
4:30 52 16:30 216
4:45 56 170 170 16:45 185 769 769
5:00 56 17:00 210
5:15 65 17:15 186
5:30 91 17:30 171
5:45 101 313 313 17:45 171 738 738
6:00 61 18:00 196
6:15 76 18:15 170
6:30 103 18:30 172
6:45 93 333 333 18:45 157 695 695
7:00 102 19:00 116
7:15 111 19:15 120
7:30 103 19:30 110
7:45 104 420 420 19:45 93 439 439
8:00 115 20:00 78
8:15 122 20:15 70
8:30 109 20:30 62
8:45 42 388 388 20:45 51 261 261
9:00 105 21:00 49
9:15 55 21:15 62
9:30 83 21:30 43
9:45 115 358 358 21:45 47 201 201
10:00 86 22:00 33
10:15 92 22:15 39
10:30 93 22:30 39
10:45 100 371 371 22:45 40 151 151
11:00 112 23:00 27
11:15 88 23:15 38
11:30 95 23:30 25
11:45 119 414 414 23:45 30 120 120
Total Vol. 3049 3049 5486 5486
SB Combined
8535 8535
Split % 100.0% 35.7% 100.0% 64.3%
Peak Hour 11:45 11:45 16:30 16:30
Volume 463 463 797 797
P.H.F. 0.72 0.72 0.92 0.92
Thursday, December 05, 2024 SC4951
ADT7 Pacific Blvd north of E 45th St.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 42 of 294
CITY: Vernon PROJECT:

AM Period EB WB PM Period EB WB
0:00 3 4 12:00 21 16
0:15 2 3 12:15 24 13
0:30 0 5 12:30 12 12
0:45 4 9 5 17 26 12:45 17 74 14 55 129
1:00 0 1 13:00 18 9
1:15 3 4 13:15 16 13
1:30 0 2 13:30 18 11
1:45 1 4 0 7 11 13:45 17 69 17 50 119
2:00 0 0 14:00 28 16
2:15 2 1 14:15 24 17
2:30 3 0 14:30 26 18
2:45 1 6 3 4 10 14:45 25 103 20 71 174
3:00 4 2 15:00 20 20
3:15 4 2 15:15 21 21
3:30 2 3 15:30 25 19
3:45 6 16 5 12 28 15:45 25 91 20 80 171
4:00 11 11 16:00 33 14
4:15 11 6 16:15 29 18
4:30 8 6 16:30 45 18
4:45 7 37 13 36 73 16:45 29 136 21 71 207
5:00 7 11 17:00 21 15
5:15 15 9 17:15 16 26
5:30 21 12 17:30 15 17
5:45 34 77 12 44 121 17:45 9 61 18 76 137
6:00 13 15 18:00 12 9
6:15 11 7 18:15 9 10
6:30 19 7 18:30 3 10
6:45 17 60 18 47 107 18:45 2 26 4 33 59
7:00 14 11 19:00 7 6
7:15 25 18 19:15 5 5
7:30 27 17 19:30 1 3
7:45 28 94 21 67 161 19:45 5 18 5 19 37
8:00 23 18 20:00 5 7
8:15 28 18 20:15 2 1
8:30 30 11 20:30 3 0
8:45 18 99 14 61 160 20:45 5 15 1 9 24
9:00 19 13 21:00 1 2
9:15 9 14 21:15 8 11
9:30 12 12 21:30 2 3
9:45 20 60 12 51 111 21:45 5 16 5 21 37
10:00 17 15 22:00 3 4
10:15 8 8 22:15 0 2
10:30 11 11 22:30 2 1
10:45 11 47 10 44 91 22:45 1 6 4 11 17
11:00 16 6 23:00 0 1
11:15 15 15 23:15 1 2
11:30 15 7 23:30 3 1
11:45 14 60 11 39 99 23:45 2 6 6 10 16
Total Vol. 569 429 998 621 506 1127
EB WB Combined
1190 935 2125
Split % 57.0% 43.0% 47.0% 55.1% 44.9% 53.0%
Peak Hour 7:45 7:15 7:30 16:00 14:45 16:00
Volume 109 74 180 136 80 207
P.H.F. 0.91 0.88 0.92 0.76 0.95 0.82
Wednesday, December 04, 2024 SC4951
ADT2 E 45th St east of Pacific Blvd.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 43 of 294
CITY: Vernon PROJECT:

AM Period EB WB PM Period EB WB
0:00 0 3 12:00 17 7
0:15 1 3 12:15 20 12
0:30 3 6 12:30 21 10
0:45 2 6 2 14 20 12:45 19 77 16 45 122
1:00 2 0 13:00 18 18
1:15 4 4 13:15 17 18
1:30 1 4 13:30 24 19
1:45 1 8 0 8 16 13:45 15 74 18 73 147
2:00 2 1 14:00 17 12
2:15 1 1 14:15 18 17
2:30 1 0 14:30 43 34
2:45 2613 9 14:45 27 105 36 99 204
3:00 1 2 15:00 27 29
3:15 2 1 15:15 24 28
3:30 4 2 15:30 36 30
3:45 8 15 9 14 29 15:45 36 123 25 112 235
4:00 12 5 16:00 32 24
4:15 8 5 16:15 19 16
4:30 8 3 16:30 28 18
4:45 10 38 11 24 62 16:45 25 104 16 74 178
5:00 9 13 17:00 30 31
5:15 16 11 17:15 15 23
5:30 22 6 17:30 15 17
5:45 30 77 15 45 122 17:45 9 69 13 84 153
6:00 15 14 18:00 19 15
6:15 13 16 18:15 8 15
6:30 20 9 18:30 9 7
6:45 16 64 17 56 120 18:45 15 51 7 44 95
7:00 19 15 19:00 5 5
7:15 25 12 19:15 7 4
7:30 23 16 19:30 8 5
7:45 24 91 15 58 149 19:45 7 27 9 23 50
8:00 27 21 20:00 5 2
8:15 27 18 20:15 1 1
8:30 23 14 20:30 0 3
8:45 15 92 10 63 155 20:45 7 13 1 7 20
9:00 20 17 21:00 1 3
9:15 20 6 21:15 11 6
9:30 17 7 21:30 5 3
9:45 36 93 10 40 133 21:45 2 19 5 17 36
10:00 10 14 22:00 5 10
10:15 17 9 22:15 3 1
10:30 24 8 22:30 3 4
10:45 11 62 13 44 106 22:45 2 13 0 15 28
11:00 10 6 23:00 4 2
11:15 16 13 23:15 1 4
11:30 12 6 23:30 0 0
11:45 20 58 15 40 98 23:45 1 6 8 14 20
Total Vol. 610 409 1019 681 607 1288
EB WB Combined
1291 1016 2307
Split % 59.9% 40.1% 44.2% 52.9% 47.1% 55.8%
Peak Hour 7:30 7:30 7:30 15:15 14:30 14:30
Volume 101 70 171 128 127 248
P.H.F. 0.94 0.83 0.89 0.89 0.88 0.81
Thursday, December 05, 2024 SC4951
ADT2 E 45th St east of Pacific Blvd.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 44 of 294
CITY: Vernon PROJECT:

AM Period NB PM Period NB
0:00 24 12:00 146
0:15 22 12:15 156
0:30 22 12:30 149
0:45 21 89 89 12:45 137 588 588
1:00 26 13:00 127
1:15 19 13:15 140
1:30 17 13:30 147
1:45 16 78 78 13:45 155 569 569
2:00 15 14:00 150
2:15 15 14:15 172
2:30 19 14:30 150
2:45 24 73 73 14:45 170 642 642
3:00 18 15:00 147
3:15 29 15:15 162
3:30 33 15:30 164
3:45 34 114 114 15:45 139 612 612
4:00 27 16:00 173
4:15 41 16:15 175
4:30 67 16:30 115
4:45 76 211 211 16:45 176 639 639
5:00 68 17:00 206
5:15 81 17:15 157
5:30 113 17:30 163
5:45 179 441 441 17:45 137 663 663
6:00 168 18:00 122
6:15 187 18:15 103
6:30 221 18:30 116
6:45 237 813 813 18:45 85 426 426
7:00 239 19:00 110
7:15 222 19:15 91
7:30 245 19:30 74
7:45 229 935 935 19:45 75 350 350
8:00 236 20:00 63
8:15 208 20:15 79
8:30 213 20:30 60
8:45 158 815 815 20:45 67 269 269
9:00 145 21:00 62
9:15 174 21:15 60
9:30 146 21:30 56
9:45 116 581 581 21:45 61 239 239
10:00 107 22:00 50
10:15 94 22:15 49
10:30 144 22:30 42
10:45 122 467 467 22:45 35 176 176
11:00 138 23:00 40
11:15 133 23:15 41
11:30 141 23:30 34
11:45 155 567 567 23:45 26 141 141
Total Vol. 5184 5184 5314 5314
NB Combined
10498 10498
Split % 100.0% 49.4% 100.0% 50.6%
Peak Hour 6:45 6:45 16:45 16:45
Volume 943 943 702 702
P.H.F. 0.96 0.96 0.85 0.85
Wednesday, December 04, 2024 SC4951
ADT1 Pacific Blvd south of E 45th St.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 45 of 294
CITY: Vernon PROJECT:

AM Period NB PM Period NB
0:00 20 12:00 161
0:15 23 12:15 140
0:30 20 12:30 139
0:45 28 91 91 12:45 131 571 571
1:00 26 13:00 135
1:15 22 13:15 150
1:30 16 13:30 146
1:45 14 78 78 13:45 152 583 583
2:00 20 14:00 172
2:15 17 14:15 154
2:30 18 14:30 197
2:45 21 76 76 14:45 120 643 643
3:00 22 15:00 148
3:15 19 15:15 124
3:30 23 15:30 201
3:45 36 100 100 15:45 147 620 620
4:00 27 16:00 171
4:15 41 16:15 131
4:30 48 16:30 165
4:45 78 194 194 16:45 185 652 652
5:00 72 17:00 202
5:15 78 17:15 163
5:30 106 17:30 144
5:45 170 426 426 17:45 146 655 655
6:00 152 18:00 131
6:15 179 18:15 100
6:30 214 18:30 97
6:45 217 762 762 18:45 102 430 430
7:00 259 19:00 123
7:15 268 19:15 89
7:30 273 19:30 86
7:45 208 1008 1008 19:45 73 371 371
8:00 191 20:00 79
8:15 191 20:15 73
8:30 182 20:30 60
8:45 172 736 736 20:45 68 280 280
9:00 145 21:00 60
9:15 139 21:15 60
9:30 103 21:30 72
9:45 102 489 489 21:45 88 280 280
10:00 102 22:00 68
10:15 132 22:15 54
10:30 118 22:30 57
10:45 136 488 488 22:45 37 216 216
11:00 126 23:00 39
11:15 144 23:15 31
11:30 145 23:30 47
11:45 148 563 563 23:45 26 143 143
Total Vol. 5011 5011 5444 5444
NB Combined
10455 10455
Split % 100.0% 47.9% 100.0% 52.1%
Peak Hour 6:45 6:45 16:30 16:30
Volume 1017 1017 715 715
P.H.F. 0.93 0.93 0.88 0.88
Thursday, December 05, 2024 SC4951
ADT1 Pacific Blvd south of E 45th St.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 46 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
A
 Crossing Evaluation Worksheet

.
.

Item 12 Page 47 of 294
9 Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations Inventory Conditions and Prioritize Locations
Figure 3. Example crossing inventory worksheet.

Source: City of Boulder, Pedestrian Crossing Treatment Installation Guidelines (2011).

Talbert Ave Santa Cecilia Circle
yellow pedestrian stripping crosswalk
81 964
.
.

Item 12 Page 48 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
A
 CA MUTCD HAWK Warrant
.
.

Item 12 Page 49 of 294
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Chapter 4F – Pedestrian Hybrid Beacons November 7, 2014 Part 4 – Highway Traffic Signals

Page 976 ends

Talbert and Santa Cecilia
56 .
.

Item 12 Page 50 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
A
 SWITRS Collision Reports
.
.

Item 12 Page 51 of 294
Case Listing

Page 61 ends

Report run on: 12/23/2024 243530 2021 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 420
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 002 Type CalTrans Dist Badge 654 Crash Date 20210707 Time 0652 Day WED Primary Crash Factor R-O-W AUTO Violation 21804A Crash Type OVERTURNED Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20211118 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # CR20211118 Case ID 9363117 Primary Rd E VERNON AV Distance(ft)210 Direction W Secondary Rd S SOTO ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 54 F H HNBD PROC ST S A 0100 - 2014 - 3 E N M G 2 DRVR 45 M H HNBD PROC ST W - 0000 - 1999 - 3 N - M G
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 639 Crash Date 20210707 Time 0930 Day WED Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20211118 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR2021-1120 Case ID 9363118 Primary Rd PACIFIC BL Distance(ft)35 Direction S Secondary Rd 45TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 19 M H HNBD PROC ST N - 0000 - 2020 - 3 N - - - 2 DRVR 36 M H HNBD STOPPED N - 0000 - 2021 - 3 N - - -
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 002 Type CalTrans Dist Badge 646 Crash Date 20210707 Time 1545 Day WED Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20211119 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # CR20211088 Case ID 9362937 Primary Rd S DOWNEY RD Distance(ft)66 Direction N Secondary Rd E VERNON AV NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - H IMP UNK IMP UNK PROC ST S E 2201 - 2004 - - N - B - 2 DRVR 36 M H HNBD STOPPED S A 0100 - 2014 - 3 N - M G PASS 35 F 6 M G - PASS 13 F 4 M G -
PASS 998 M 5 M Q -

Page 61 of 137 ends

.
.

Item 12 Page 52 of 294
Case Listing

Page 10 ends

Report run on: 12/23/2024 243530 Av. 2023 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 414
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 002 Type CalTrans Dist Badge 568 Crash Date 20230127 Time 0922 Day FRI Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230418 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR23-0118 Case ID 9573890 Primary Rd S SOTO ST Distance(ft)14 Direction N Secondary Rd E 50TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 61 M H HNBD RGT TURN W G 2530 - 2022 - - N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 002 Type CalTrans Dist Badge 660 Crash Date 20230129 Time 0812 Day SUN Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230427 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # CR23-0130 Case ID 9573886 Primary Rd E SLAUSON AV Distance(ft)560 Direction W Secondary Rd S BOYLE AV NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 35 M H FATG PROC ST W A 0100 - 2006 - 3 N - L G 2 DRVR 47 F B HNBD PROC ST W I 1900 - 2013 - 3 N - M G
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 660 Crash Date 20230131 Time 1528 Day TUE Primary Crash Factor R-O-W AUTO Violation 21802 Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230418 Weather1 CLEAR Weather2 Rdwy Surface Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR23-0145 Case ID 9574114 Primary Rd PACIFIC BL Distance(ft)I Direction Secondary Rd E 45TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 10 of 136 ends

.
.

Item 12 Page 53 of 294
Case Listing

Page 75 ends

Report run on: 12/23/2024 243530 Av. 2024 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 389
City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 001 Type CalTrans Dist Badge 655 Crash Date 20240726 Time 0828 Day FRI Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240808 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 34.00312 Longitude 118.22607 Local Rpt # CR24-1172 Case ID 83768958 Primary Rd PACIFIC BLVD Distance(ft)31 Direction N Secondary Rd E 45TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK PROC ST - - 9900 FORD - 3 N - - - 2 DRVR 23 F H HNBD STOPPED S A 0100 HONDA 2024 - 3 N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 072 Type 1 CalTrans Dist Badge 023465Crash Date 20240726 Time 1950 Day FRI Primary Crash Factor DRVR ALC|DRG Violation 23152A Crash Type HIT OBJECT Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240802 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DUSK/DAWN Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 33.99933 Longitude 118.17388 Local Rpt # 9535-2024-03545 Case ID 93487584 I-710 N/B (LONG 10 N ATLANTIC BLVD 9535 Y

BEACH FREEWAY)
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 43 M H HBD-UI PROC ST N A 0700 GMC 2004 - 3 A 22350 H L G DRVR POSSIBLE 43 M 1 L G 0 City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 002 Type CalTrans Dist Badge 628 Crash Date 20240728 Time 1750 Day SUN Primary Crash Factor WRONG SIDE Violation 21651A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240814 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 34.01246 Longitude 118.21173 Local Rpt # CR24-1179 Case ID 84353244 Primary Rd E 26TH ST Distance(ft)338 Direction E Secondary Rd SIERRA PINE AVE NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

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Item 12 Page 54 of 294
Case Listing

Page 119 ends

Report run on: 12/23/2024 243530 Av. 2024 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 389
City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 001 Type CalTrans Dist Badge 654 Crash Date 20241110 Time 0545 Day SUN Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20241216 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DUSK/DAWN Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 34.00518 Longitude 118.23062 Local Rpt # CR24-1735 Case ID 84504362 Primary Rd S SANTA FE AVE Distance(ft)37 Direction S Secondary Rd E VERNON AVE NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK PROC ST N A 0100 HONDA 2002 - - N - - - 2 DRVR 25 M H HNBD STOPPED N A 0100 NISSA 2019 - 3 N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 001 Type CalTrans Dist Badge 676 Crash Date 20241110 Time 1714 Day SUN Primary Crash Factor IMPROP TURN Violation 22102 Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20241216 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 34.00312 Longitude 118.22607 Local Rpt # CR24-1736 Case ID 84504367 Primary Rd PACIFIC BLVD Distance(ft)19 Direction N Secondary Rd E 45TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 72 M H HNBD U-TURN N A 0100 TOYOT 2018 - 3 N - L G 2 DRVR 24 F H HNBD PROC ST N A 0100 DODGE 2020 - 3 N - L G DRVR POSSIBLE 24 F 1 L G 0 City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 002 Type CalTrans Dist Badge 676 Crash Date 20241111 Time 1353 Day MON Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20241217 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 34.00021 Longitude 118.20512 Local Rpt # CR24-1740 Case ID 84506282 Primary Rd DISTRICT BLVD Distance(ft)334 Direction E Secondary Rd S DOWNEY RD NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

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Item 12 Page 55 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
A

 CA MUTCD Traffic Signal Warrant
Worksheets
.
.

Item 12 Page 56 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

2. Is the intersection in a built-up area of isolated community of <10,000 population?  Yes  No If Question 1 or 2 above is answered "Yes", then use "80%" volume level  80%  100% WARRANT 1 - EIGHT-HOUR VEHICULAR VOLUME Applicable:  Yes  No Warrant 1 is satisfied if Condition A or Condition B is "100%" satisfied. Satisfied:  Yes  No Warrant is also satisfied if both Condition A and Condition B are "80%" satisfied.

Condition A - Minimum Vehicular Volume 100% Satisfied:  Yes  No 80% Satisfied:  Yes  No
Record eight highest hours and the corresponding volumes in boxes provided. Condition is 100% satisfied if the minimum volumes are met for eight hours . Condition is 80% satisfied if parenthetical volumes are met for eight hours.

Condition B - Interruption of Continuous Traffic Applicable:  Yes  No Condition B is intended for application where the traffic volume is Excessive Delay:  Yes  No so heavy that traffic on the minor street suffers excessive delay. 100% Satisfied:  Yes  No 80% Satisfied:  Yes  No
Record eight highest hours and the corresponding volumes in boxes provided. Condition is 100% satisfied if the minimum volumes are met for eight hours . Condition is 80% satisfied if parenthetical volumes are met for eight hours.

Source: Revised from NCHRP Report 457
100 70
on Minor Street (60) (42) (56) (80)
60 94 99 69 103 91 136 76 Highest Approach 75 53
1,161 1,358 1,237 1,075 1,227 1,246 1,338 1,393 Both Approaches 750 525 900 630 on Major Street (600) (420) (720) (504)
Minimum Requirements
6:00 AM -7:00 AM
(volumes in veh/hr) (80% Shown in Brackets)
Approach Lanes 1 2 or more
Volume Level 100% 70% 100% 70%
Both Approaches
on Major Street
Highest Approach
on Minor Street
500 350
150
(120)
Approach Lanes
Volume Level
(volumes in veh/hr) (80% Shown in Brackets)
1 100% 70%
2 or more
100% 70%
Minimum Requirements
2:00 PM -3:00 PM4:00 PM6:00 PM
76136
1,338 1,393
103
3:00 PM -5:00 PM -
91 Eight Highest Hours
7:00 AM -8:00 AM8:00 AM -9:00 AM1:00 PM -2:00 PM4:00 PM -5:00 PM 1,227 1,246
69999460
6:00 AM -7:00 AM7:00 AM -8:00 AM8:00 AM -9:00 AM1:00 PM -2:00 PM2:00 PM -3:00 PM3:00 PM -4:00 PM4:00 PM -5:00 PM5:00 PM -6:00 PM 1,237 1,075 (400) (280) (480) (336) 1,161 1,358
600 420
(160) (112)
105
(84)
200 140
Vannessa Pedroza
January 9, 2025
Pacific Boulevard
45th Street
Los Angeles
Vernon
3 2
Eight Highest Hours
.
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Item 12 Page 57 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

2. Is the intersection in a built-up area of isolated community of <10,000 population?  Yes  No If Question 1 or 2 above is answered "Yes", then use "80%" volume level  80%  100% WARRANT 2 - FOUR-HOUR VEHICULAR VOLUME Applicable:  Yes  No If all four points lie above the appropriate line, then the warrant is satisfied. Satisfied:  Yes  No * Note: 115 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 80 vph applies as the lower threshold volume threshold for a minor street approach with one lane. * Note: 80 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 60 vph applies as the lower threshold volume threshold for a minor street approach with one lane.

Source: Revised from NCHRP Report 457
Pacific Boulevard
45th Street
8:00 AM
Plot four volume combinations on the applicable figure below. 3 1,358 94
2 99
9:00 AM
Hours Street
2:00 PM - 1,227 103 3:00 PM
Street
7:00 AM -
8:00 AM -
Vernon Vannessa Pedroza
Four
Highest
Volumes
Major Minor
January 9, 2025
4:00 PM - 1,338 136 5:00 PM
Los Angeles
1,237
0 100
200
300
400
500
300 1200 2100 3000 3900 4800 5700 6600 7500 8400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-1: Criteria for "100%" Volume Level
2 OR MORE LANES & 2 OR MORE LANES
2 OR MORE LANES & 1 LANE
1 LANE & 1 LANE
115*
80*
0 100
200
300
400
200 300 400 500 600 700 800 900 1000 1100 1200

MINOR STREET

HIGH VOLUME APPROACH - VPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-2: Criteria for "70%" Volume Level
2 OR MORE LANES & 2 OR MORE LANES
2 OR MORE LANES & 1 LANE
1 LANE & 1 LANE
(Community Less than 10,000 population or above 70 km/hr (40 mph) on Major Street) 80*
60*
.
.

Item 12 Page 58 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

Record hour when criteria are fulfilled
and corresponding delay or volume
in boxes provided.

Criteria
* Note: 150 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume threshold for a minor street approach with one lane. 

 * Note: 100 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 75 vph applies as the lower threshold volume threshold for a minor street approach with one lane.

Source: Revised from NCHRP Report 457
Fulfilled?: Yes No
Volume* N/A 1474
650
Fulfilled?:
800
Yes No
*(vehicles per hour)

3. Total Entering Volume
Volume Criteria*
No. of Approaches 34
88 136
Approach Lanes 12
Volume Criteria* 100
Volume*
150
*(vehicles per hour)
Approach Lanes
Delay*

2. Volume on Minor Approach

0.26 N/A
Fulfilled?: Yes No
12 Delay Criteria* 4.0 5.0

1. Delay on Minor Approach
*(vehicle-hours)
Pacific Boulevard 3
Peak Hour Volumes
Unusual condition justifying
use of warrant:

N/A
4:00 PM 136 1338
Hr Begin Major St Minor St
Vernon
Los Angeles
Plot volume combination on the applicable figure below. 45th Street 2
Vannessa Pedroza
January 9, 2025
0 100
200
300
400
500
600
400 1200 2000 2800 3600 4400 5200 6000 6800 7600 8400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-3: Criteria for "100%" Volume Level
2 OR MORE LANES & 2 OR MORE LANES
2 OR MORE LANES & 1 LANE
1 LANE & 1 LANE
150*
100*
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300 1400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-4: Criteria for "70%" Volume Level
2 OR MORE LANES & 2 OR MORE LANES
2 OR MORE LANES & 1 LANE
1 LANE & 1 LANE
(Community Less than 10,000 population or above 70 km/hr (40 mph) on Major Street) 100*
75*
.
.

Item 12 Page 59 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

2. Is the intersection in a built-up area of isolated community of <10,000 population?  Yes  No If Question 1 or 2 above is answered "Yes", then use "70%" volume level  70%  100% WARRANT 4 - PEDESTRIAN VOLUME Applicable:  Yes  No
If all points in either figure lie above the appropriate line, Satisfied:  Yes  No then the warrant is satisfied.
* Note: 107 pph applies as the lower threshold volume for 100% volume factor and 75 pph applies as the lower threshold volume for 70% volume factor. * Note: 133 pph applies as the lower threshold volume for 100% volume factor and 93 pph applies as the lower threshold volume for 70% volume factor.

Source: Revised from NCHRP Report 457
Vehicles Ped
1,358
Hours
7:00 AM -
8:00 AM 0
2 Plot four volume combinations on the figure below.

Four
Highest
Major Street
Volumes
45th Street
Vernon Vannessa Pedroza
Los Angeles January 9, 2025
Pacific Boulevard 3
Peak
Hour
3:45 PM - 1,417 4:45 PM 7
Ped
Volumes
Vehicles
5:00 PM -
6:00 PM
1,237
1,338
Ped
8:00 AM -
9:00 AM
4:00 PM -
5:00 PM
Major Street
0 5
1,393 3 0
100
200
300
400
200 900 1600 2300 3000 3700 4400 5100 5800 6500 7200 7900

MAJOR STREET

TOTAL PEDESTRIAN VOLUME - PPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-5: Pedestrian Four-Hour Volume
100% VOLUME FACTOR
70% VOLUME FACTOR
107*
75*
0 100
200
300
400
500
600
700
200 600 1000 1400 1800 2200 2600 3000 3400 3800 4200

MAJOR STREET

TOTAL PEDESTRIAN VOLUME - PPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-7: Pedestrian Peak Hour
100% VOLUME FACTOR
70% VOLUME FACTOR
133*
93*
.
.

Item 12 Page 60 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: mph
Minor Street: Lanes:

WARRANT 7 - CRASH EXPERIENCE Applicable:  Yes  No
Record hours where criteria are fulfilled, the corresponding volume, and other Satisfied:  Yes  No information in the boxes provided. The warrant is satisfied if all 3 criteria are fulfilled.

1. One of the Warrant 1, Condition A (80% satisfied)
warrants Warrant 1, Condition B (80% satisfied)
to the right
is met.

2. Adequate trial of other remedial measure
has failed to reduce crash frequency.

3. Five or more reported crashes, of types susceptible to correction by signal, have occurred within a 12-month period. at 80% of volume requirements:
80 ped/hr for four (4) hours or
—
—
—
Vannessa Pedroza
January 9, 2025
Vernon
Los Angeles
Pacific Boulevard
Criteria
Warrant 4, Pedestrian Volume

Fulfilled?
Yes No

Met?
Yes
Measure tried:
—
Volume



3 45th Street 2


152 ped/hr for one (1) hour
N/A
Number of crashes per 12 months: 1
Hour No
.
.

Item 12 Page 61 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
A

 Synchro Worksheets (for Delay Analysis)
.
.

Item 12 Page 62 of 294
HCM 2010 TWSC
1: Pacific Blvd & 45th St Timing Plan: AM Peak Hour
Intersection
Int Delay, s/veh 1.2
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 22 36 37 383 954 54
Future Vol, veh/h 22 36 37 383 954 54
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 120 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 24 39 40 416 1037 59
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1313 548 1096 0 - 0
Stage 1 1067 -----
Stage 2 246 -----
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 -----
Critical Hdwy Stg 2 6.04 -----
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 215 411 352 - - -
Stage 1 220 -----
Stage 2 709 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 190 411 352 - - -
Mov Cap-2 Maneuver 190 -----
Stage 1 195 -----
Stage 2 709 -----
Approach WB SE NW
HCM Control Delay, s 19.3 1.5 0

HCM LOS C
Minor Lane/Major Mvmt NWT NWRWBLn1WBLn2 SEL SET
Capacity (veh/h) - - 190 411 352 -
HCM Lane V/C Ratio - - 0.126 0.095 0.114 -
HCM Control Delay (s) - - 26.7 14.7 16.5 -
HCM Lane LOS - - D B C -
HCM 95th %tile Q(veh) - - 0.4 0.3 0.4 -
.
.

Item 12 Page 63 of 294
HCM 2010 TWSC
1: Pacfic Blvd & 45th St Timing Plan: PM Peak Hour
Intersection
Int Delay, s/veh 1.5
Movement WBL WBR SEL SET NWT NWR
Lane Configurations
Traffic Vol, veh/h 43 45 54 741 669 44
Future Vol, veh/h 43 45 54 741 669 44
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 120 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 47 49 59 805 727 48
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1191 388 775 0 - 0
Stage 1 751 -----
Stage 2 440 -----
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 -----
Critical Hdwy Stg 2 6.04 -----
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 249 522 502 - - -
Stage 1 342 -----
Stage 2 564 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 220 522 502 - - -
Mov Cap-2 Maneuver 220 -----
Stage 1 302 -----
Stage 2 564 -----
Approach WB SE NW
HCM Control Delay, s 19 0.9 0

HCM LOS C
Minor Lane/Major Mvmt NWT NWRWBLn1WBLn2 SEL SET
Capacity (veh/h) - - 220 522 502 -
HCM Lane V/C Ratio - - 0.212 0.094 0.117 -
HCM Control Delay (s) - - 25.7 12.6 13.1 -
HCM Lane LOS - - D B B -
HCM 95th %tile Q(veh) - - 0.8 0.3 0.4 -
.
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Item 12 Page 64 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
B
 46th Street at Pacific Boulevard
.
.

Item 12 Page 65 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
B
 Traffic Counts
.
.

Item 12 Page 66 of 294
DATE: LOCATION: PROJECT #: SC4951
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: STOP W
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 130 1 3001001 1 0000
7:00 AM 0 242 14 5 91 0 0 0 0 4 0 8 364 0000 0
7:15 AM 0 252 12 6 93 0 0 0 0 4 0 3 370 0000 0
7:30 AM 0 265 22 2 98 0 0 0 0 6 0 9 402 0000 0
7:45 AM 0 203 20 7 87 0 0 0 0 6 0 4 327 0000 0
8:00 AM 0 185 15 2 108 0 0 0 0 3 0 16 329 0000 0
8:15 AM 0 187 25 5 113 0 0 0 0 7 0 8 345 0000 0
8:30 AM 0 178 10 6 100 0 0 0 0 5 0 5 304 0000 0
8:45 AM 0 180 14 4 50 0 0 0 0 8 0 5 261 0000 0
VOLUMES 0 1,692 132 37 740 0 0 0 0 43 0 58 2,702 00000
APPROACH % 0% 93% 7% 5% 95% 0% 0% 0% 0% 43% 0% 57%
APP/DEPART 1,824 / 1,750 777 / 783 0 / 169 101 / 00

BEGIN PEAK HR
VOLUMES 0 962 68 20 369 0 0 0 0 20 0 24 1,463 0000
APPROACH % 0% 93% 7% 5% 95% 0% 0% 0% 0% 45% 0% 55%
PEAK HR FACTOR 0.897 0.973 0.000 0.733 0.910
APP/DEPART 1,030 / 986 389 / 389 0 / 88 44 / 00
4:00 PM 0 151 19 11 174 0 0 0 0 18 0 17 390 0000 0
4:15 PM 0 123 8 8 152 0 0 0 0 11 0 12 314 0000 0
4:30 PM 0 156 17 9 194 0 0 0 0 22 0 10 408 0000 0
4:45 PM 0 167 7 9 153 0 0 0 0 13 0 10 359 0000 0
5:00 PM 0 189 9 10 197 0 0 0 0 14 0 14 433 0000 0
5:15 PM 0 155 14 5 185 0 0 0 0 13 0 7 379 0000 0
5:30 PM 0 134 3 1 183 0 0 0 0 11 0 12 344 0000 0
5:45 PM 0 143 2 3 161 0 0 0 0 4 0 6 319 0000 0
VOLUMES 0 1,218 79 56 1,399 0 0 0 0 106 0 88 2,946 00000 APPROACH % 0% 94% 6% 4% 96% 0% 0% 0% 0% 55% 0% 45%
APP/DEPART 1,297 / 1,306 1,455 / 1,505 0 / 135 194 / 00

BEGIN PEAK HR
VOLUMES 0 667 47 33 729 0 0 0 0 62 0 41 1,579 0000
APPROACH % 0% 93% 7% 4% 96% 0% 0% 0% 0% 60% 0% 40%
PEAK HR FACTOR 0.902 0.920 0.000 0.805 0.912
APP/DEPART 714 / 708 762 / 791 0 / 80 103 / 00
Pacific Blvd

NORTH LEG
E 46th St WEST LEG EAST LEG E 46th St

SOUTH LEG
Pacific Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 3 0 10 2 15 3042 9 0060 6
7:15 AM 3 0 17 0 20 1060 7 2 0 11 0 13
7:30 AM 5 0 4 3 12 4013 8 1030 4
7:45 AM 3 0 5 4 12 3042 9 0012 3
8:00 AM 2 0 2 8 12 2027 11 0001 1
8:15 AM 1 0 2 6 9 1016 8 0010 1
8:30 AM 6 0 1 5 12 6005 11 0010 1
8:45 AM 1 0 1 1 3 1000 1 0011 2
TOTAL 24 0 42 29 95 21 0 18 25 64 3 0 24 4 31
BEGIN PEAK HR 11 0 15 7 33
4:00 PM 4 0 1 3 8 4002 6 0011 2
4:15 PM 2 0 5 5 12 2043 9 0012 3
4:30 PM 4 0 3 5 12 2022 6 2013 6
4:45 PM 0 0 2 3 5 0001 1 0022 4
5:00 PM 2 1 5 7 15 2026 10 0131 5
5:15 PM 0 0 3 0 3 0030 3 0000 0
5:30 PM 0 0 1 2 3 0000 0 0012 3
5:45 PM 0 0 2 2 4 0011 2 0011 2
TOTAL 12 1 22 27 62 10 0 12 15 37 2 1 10 12 25
4079 20

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Vernon
Pacific Blvd
E 46th St
BEGIN PEAK HR 4:30 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Pacific Blvd Pacific Blvd E 46th St E 46th St

AM PM AM
7:00 AM
PM
4:30 PM
ALL PED + BIKE & SCOOTER
7:00 AM
.
.

Item 12 Page 67 of 294
2,232 0 2,139 93 TOTAL 3,056
1,455 0 1,399 56 PM 1,306
777 0 740 37 AM 1,750
101 194 295
0 0 0
58 88
146
0 0 0
TOTAL
PM
AM
43 106 149
0 0 0
AMPM
TOTAL
0 0 0
0 0 0
169 135 304
0 0 0
783 AM 0 1,692 132 1,824
1,505 PM 0 1,218 79 1,297
2,288 TOTAL 0 2,910 211 3,121
1,151 0 1,098 53 TOTAL 1,694
762 0 729 33 PM 708
389 0 369 20 AM 986
44 103 147
0 0 0
24 41 65
0 0 0
TOTAL
PM
AM
AM 7:00 AM
8:45 AM
20 62 82
0 0 0
#N/A
AMPM
TOTAL
0 0 0
PM 4:30 PM
5:45 PM
0 0 0
88 80
168
0 0 0
389 AM 0 962 68 1,030
791 PM 0 667 47 714
1,180 Total 0 1,629 115 1,744
AimTD LLC

TURNING MOVEMENT COUNTS
Pacific Blvd
E 46th St
E 46th St

ALL HOURS
Vernon
SC4951
Pacific Blvd
Pacific Blvd
Pacific Blvd
E 46th St
E 46th St

PEAK HOUR
.
.

Item 12 Page 68 of 294

EB WB EB WB NB SB NB SB
5:00 AM 000010001
5:15 AM 000000000
5:30 AM 200003005
5:45 AM 100000001
6:00 AM 000003003
6:15 AM 3 0 0 0 0 6 0 4 13
6:30 AM 6 1 0 0 1 7 1 1 17
6:45 AM 1 0 0 0 0 10 0 4 15
7:00 AM 020001036
7:15 AM 400001005
7:30 AM 100023107
7:45 AM 5 0 0 0 1 10 1 3 20
8:00 AM 100010035
8:15 AM 210000047
8:30 AM 300010329
8:45 AM 400001106
9:00 AM 110000002
9:15 AM 000000000
9:30 AM 100033007
9:45 AM 000020002
10:00 AM 000010001
10:15 AM 100001013
10:30 AM 001000012
10:45 AM 000002002
11:00 AM 101111117
11:15 AM 000002002
11:30 AM 010010024
11:45 AM 010040005
12:00 PM 100013207
12:15 PM 100021004
12:30 PM 000000033
12:45 PM 010001002
1:00 PM 010000012
1:15 PM 100000012
1:30 PM 000020316
1:45 PM 000000202
2:00 PM 010120116
2:15 PM 100010204
2:30 PM 200010104
2:45 PM 010010114
3:00 PM 110011105
3:15 PM 210010004
3:30 PM 0 8 0 0 31 0 1 0 40
3:45 PM 000012205
4:00 PM 120000205
4:15 PM 000010315
4:30 PM 100020115
4:45 PM 100010002
5:00 PM 000010405
5:15 PM 000010113
5:30 PM 020000103
5:45 PM 000001023
6:00 PM 100010002
6:15 PM 100000113
6:30 PM 000000000
6:45 PM 000000000
TTL 51 25 2 2 70 63 37 43 293
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
E/W Direction:

Date:

Project number:

Wednesday, December 4, 2024
sc4951
Vernon
Pacific Blvd
E 46th St
Location:

N/S Direction:

PEDESTRIANS COUNTS

NORTH LEG SOUTH LEG EAST LEG WEST LEG
Pacific Blvd Pacific Blvd E 46th St E 46th St
Start Time TTL
.
.

Item 12 Page 69 of 294

EB WB EB WB NB SB NB SB
5:00 AM 000000011
5:15 AM 111000025
5:30 AM 200002004
5:45 AM 100005118
6:00 AM 000000000
6:15 AM 4 0 0 0 0 4 0 4 12
6:30 AM 4 1 0 0 1 7 1 0 14
6:45 AM 000006028
7:00 AM 120004029
7:15 AM 100006007
7:30 AM 310001128
7:45 AM 300013119
8:00 AM 2 0 0 0 2 0 0 7 11
8:15 AM 100001068
8:30 AM 5 1 0 0 0 0 3 2 11
8:45 AM 010000001
9:00 AM 3 3 0 0 0 1 0 3 10
9:15 AM 210010206
9:30 AM 000022217
9:45 AM 100030105
10:00 AM 000012205
10:15 AM 000010001
10:30 AM 000020002
10:45 AM 000000101
11:00 AM 000000011
11:15 AM 000000000
11:30 AM 000021104
11:45 AM 100030004
12:00 PM 010010204
12:15 PM 010000001
12:30 PM 010010002
12:45 PM 000000235
1:00 PM 010000012
1:15 PM 010000102
1:30 PM 010000416
1:45 PM 100000001
2:00 PM 010000012
2:15 PM 1 0 0 0 0 0 5 4 10
2:30 PM 000030104
2:45 PM 010010125
3:00 PM 100001125
3:15 PM 000001102
3:30 PM 0 9 0 0 29 1 1 1 41
3:45 PM 000030429
4:00 PM 130000116
4:15 PM 020040309
4:30 PM 020011116
4:45 PM 000000011
5:00 PM 2 0 0 0 1 1 6 0 10
5:15 PM 000012003
5:30 PM 000000000
5:45 PM 000010102
6:00 PM 200011307
6:15 PM 000000314
6:30 PM 000010001
6:45 PM 000000000
TTL 43 35 1 0 67 53 57 56 312

PEDESTRIANS COUNTS

NORTH LEG SOUTH LEG EAST LEG WEST LEG
Pacific Blvd Pacific Blvd E 46th St E 46th St
Start Time TTL
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
E/W Direction:

Date:

Project number:

Thursday, December 5, 2024
sc4951
Vernon
Pacific Blvd
E 46th St
Location:

N/S Direction:
.
.

Item 12 Page 70 of 294
CITY: Vernon PROJECT:

AM Period SB PM Period SB
0:00 9 12:00 113
0:15 27 12:15 105
0:30 37 12:30 123
0:45 15 88 88 12:45 112 453 453
1:00 15 13:00 101
1:15 13 13:15 134
1:30 10 13:30 124
1:45 8 46 46 13:45 119 478 478
2:00 14 14:00 140
2:15 7 14:15 120
2:30 16 14:30 174
2:45 15 52 52 14:45 155 589 589
3:00 10 15:00 174
3:15 14 15:15 158
3:30 18 15:30 222
3:45 41 83 83 15:45 146 700 700
4:00 20 16:00 190
4:15 29 16:15 176
4:30 40 16:30 112
4:45 61 150 150 16:45 217 695 695
5:00 46 17:00 185
5:15 65 17:15 174
5:30 71 17:30 214
5:45 102 284 284 17:45 176 749 749
6:00 75 18:00 168
6:15 70 18:15 180
6:30 99 18:30 179
6:45 95 339 339 18:45 138 665 665
7:00 90 19:00 125
7:15 89 19:15 128
7:30 96 19:30 76
7:45 113 388 388 19:45 71 400 400
8:00 106 20:00 54
8:15 119 20:15 72
8:30 84 20:30 56
8:45 99 408 408 20:45 47 229 229
9:00 87 21:00 45
9:15 69 21:15 60
9:30 81 21:30 46
9:45 75 312 312 21:45 46 197 197
10:00 103 22:00 24
10:15 105 22:15 29
10:30 105 22:30 34
10:45 94 407 407 22:45 32 119 119
11:00 100 23:00 20
11:15 109 23:15 35
11:30 117 23:30 35
11:45 118 444 444 23:45 21 111 111
Total Vol. 3001 3001 5385 5385
SB Combined
8386 8386
Split % 100.0% 35.8% 100.0% 64.2%
Peak Hour 11:45 11:45 16:45 16:45
Volume 459 459 790 790
P.H.F. 0.93 0.93 0.91 0.91
Wednesday, December 04, 2024 SC4951
ADT8 Pacific Blvd north of E 46th St.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 71 of 294
CITY: Vernon PROJECT:

AM Period SB PM Period SB
0:00 24 12:00 98
0:15 26 12:15 88
0:30 14 12:30 156
0:45 18 82 82 12:45 117 459 459
1:00 11 13:00 126
1:15 13 13:15 103
1:30 17 13:30 131
1:45 12 53 53 13:45 102 462 462
2:00 15 14:00 137
2:15 6 14:15 110
2:30 11 14:30 132
2:45 18 50 50 14:45 111 490 490
3:00 14 15:00 186
3:15 14 15:15 182
3:30 26 15:30 173
3:45 45 99 99 15:45 168 709 709
4:00 20 16:00 185
4:15 27 16:15 160
4:30 44 16:30 203
4:45 54 145 145 16:45 162 710 710
5:00 55 17:00 207
5:15 58 17:15 190
5:30 82 17:30 184
5:45 91 286 286 17:45 164 745 745
6:00 64 18:00 196
6:15 70 18:15 173
6:30 100 18:30 179
6:45 88 322 322 18:45 143 691 691
7:00 96 19:00 123
7:15 99 19:15 117
7:30 100 19:30 108
7:45 94 389 389 19:45 93 441 441
8:00 110 20:00 77
8:15 118 20:15 71
8:30 106 20:30 62
8:45 54 388 388 20:45 49 259 259
9:00 100 21:00 51
9:15 67 21:15 54
9:30 102 21:30 46
9:45 123 392 392 21:45 46 197 197
10:00 94 22:00 36
10:15 97 22:15 39
10:30 86 22:30 39
10:45 101 378 378 22:45 40 154 154
11:00 108 23:00 29
11:15 89 23:15 39
11:30 99 23:30 26
11:45 117 413 413 23:45 32 126 126
Total Vol. 2997 2997 5443 5443
SB Combined
8440 8440
Split % 100.0% 35.5% 100.0% 64.5%
Peak Hour 11:45 11:45 16:30 16:30
Volume 459 459 762 762
P.H.F. 0.74 0.74 0.92 0.92
Thursday, December 05, 2024 SC4951
ADT8 Pacific Blvd north of E 46th St.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 72 of 294
CITY: Vernon PROJECT:

AM Period EB WB PM Period EB WB
0:00 0 2 12:00 24 16
0:15 1 2 12:15 15 22
0:30 3 1 12:30 18 18
0:45 3 7 2 7 14 12:45 16 73 13 69 142
1:00 1 1 13:00 19 24
1:15 0 0 13:15 20 21
1:30 3 0 13:30 21 23
1:45 1512 7 13:45 19 79 22 90 169
2:00 1 2 14:00 8 18
2:15 1 0 14:15 20 20
2:30 0 0 14:30 21 23
2:45 2424 8 14:45 23 72 25 86 158
3:00 0 0 15:00 17 19
3:15 1 2 15:15 21 37
3:30 3 3 15:30 37 38
3:45 7 11 4 9 20 15:45 24 99 31 125 224
4:00 1 1 16:00 15 29
4:15 4 1 16:15 19 20
4:30 9 2 16:30 24 32
4:45 24 38 3 7 45 16:45 12 70 15 96 166
5:00 4 2 17:00 11 28
5:15 13 3 17:15 17 13
5:30 12 4 17:30 18 29
5:45 16 45 10 19 64 17:45 8 54 19 89 143
6:00 6 6 18:00 10 21
6:15 7 7 18:15 9 13
6:30 10 8 18:30 10 13
6:45 21 44 14 35 79 18:45 7 36 7 54 90
7:00 15 10 19:00 10 12
7:15 17 9 19:15 9 10
7:30 20 10 19:30 5 5
7:45 23 75 12 41 116 19:45 3 27 7 34 61
8:00 20 13 20:00 8 5
8:15 31 14 20:15 7 5
8:30 21 12 20:30 6 7
8:45 27 99 15 54 153 20:45 1 22 3 20 42
9:00 17 18 21:00 3 3
9:15 13 17 21:15 7 3
9:30 20 15 21:30 2 6
9:45 14 64 20 70 134 21:45 2 14 2 14 28
10:00 19 14 22:00 1 2
10:15 17 17 22:15 1 2
10:30 17 16 22:30 4 12
10:45 15 68 14 61 129 22:45 4 10 3 19 29
11:00 16 28 23:00 0 2
11:15 21 21 23:15 0 1
11:30 18 22 23:30 1 1
11:45 15 70 24 95 165 23:45 1 2 0 4 6
Total Vol. 530 404 934 558 700 1258
EB WB Combined
1088 1104 2192
Split % 56.7% 43.3% 42.6% 44.4% 55.6% 57.4%
Peak Hour 8:00 11:00 11:00 15:00 15:15 15:15
Volume 99 95 165 99 135 232
P.H.F. 0.80 0.85 0.94 0.67 0.89 0.77
Wednesday, December 04, 2024 SC4951
ADT4 E 46th St east of Pacific Blvd.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 73 of 294
CITY: Vernon PROJECT:

AM Period EB WB PM Period EB WB
0:00 3 1 12:00 22 22
0:15 1 2 12:15 19 31
0:30 0 0 12:30 20 22
0:45 5 9 2 5 14 12:45 20 81 17 92 173
1:00 0 1 13:00 20 18
1:15 2 1 13:15 14 21
1:30 3 0 13:30 21 17
1:45 0502 7 13:45 21 76 29 85 161
2:00 1 3 14:00 20 29
2:15 0 1 14:15 15 25
2:30 0 4 14:30 22 33
2:45 0 1 1 9 10 14:45 23 80 26 113 193
3:00 1 1 15:00 30 26
3:15 2 1 15:15 28 26
3:30 1 1 15:30 31 28
3:45 7 11 3 6 17 15:45 29 118 23 103 221
4:00 1 1 16:00 30 35
4:15 2 3 16:15 16 23
4:30 10 0 16:30 26 32
4:45 21 34 3 7 41 16:45 16 88 23 113 201
5:00 6 1 17:00 19 28
5:15 7 3 17:15 19 20
5:30 10 6 17:30 4 23
5:45 24 47 11 21 68 17:45 5 47 10 81 128
6:00 10 8 18:00 8 11
6:15 14 9 18:15 10 10
6:30 18 7 18:30 8 15
6:45 23 65 15 39 104 18:45 8 34 13 49 83
7:00 19 12 19:00 10 14
7:15 18 7 19:15 9 5
7:30 24 15 19:30 9 8
7:45 27 88 10 44 132 19:45 5 33 5 32 65
8:00 17 19 20:00 9 7
8:15 30 15 20:15 4 4
8:30 16 10 20:30 2 1
8:45 18 81 13 57 138 20:45 3 18 1 13 31
9:00 34 13 21:00 4 2
9:15 13 16 21:15 4 4
9:30 18 20 21:30 0 15
9:45 25 90 9 58 148 21:45 1 9 28 49 58
10:00 20 26 22:00 2 6
10:15 18 18 22:15 3 7
10:30 19 27 22:30 4 4
10:45 24 81 31 102 183 22:45 5 14 4 21 35
11:00 21 21 23:00 2 2
11:15 28 20 23:15 1 3
11:30 19 27 23:30 2 1
11:45 25 93 20 88 181 23:45 1 6 3 9 15
Total Vol. 605 438 1043 604 760 1364
EB WB Combined
1209 1198 2407
Split % 58.0% 42.0% 43.3% 44.3% 55.7% 56.7%
Peak Hour 7:30 10:00 10:30 15:00 13:45 15:15
Volume 98 102 191 118 116 230
P.H.F. 0.82 0.82 0.87 0.95 0.88 0.88
Thursday, December 05, 2024 SC4951
ADT4 E 46th St east of Pacific Blvd.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 74 of 294
CITY: Vernon PROJECT:

AM Period NB PM Period NB
0:00 23 12:00 153
0:15 22 12:15 151
0:30 22 12:30 149
0:45 19 86 86 12:45 144 597 597
1:00 26 13:00 127
1:15 19 13:15 142
1:30 20 13:30 151
1:45 16 81 81 13:45 150 570 570
2:00 16 14:00 142
2:15 16 14:15 180
2:30 19 14:30 163
2:45 26 77 77 14:45 170 655 655
3:00 16 15:00 141
3:15 28 15:15 156
3:30 34 15:30 217
3:45 37 115 115 15:45 145 659 659
4:00 27 16:00 166
4:15 44 16:15 176
4:30 71 16:30 177
4:45 87 229 229 16:45 142 661 661
5:00 69 17:00 188
5:15 86 17:15 169
5:30 118 17:30 163
5:45 189 462 462 17:45 131 651 651
6:00 165 18:00 116
6:15 191 18:15 106
6:30 226 18:30 119
6:45 248 830 830 18:45 87 428 428
7:00 248 19:00 112
7:15 233 19:15 89
7:30 260 19:30 73
7:45 243 984 984 19:45 71 345 345
8:00 253 20:00 72
8:15 223 20:15 77
8:30 224 20:30 62
8:45 179 879 879 20:45 68 279 279
9:00 143 21:00 66
9:15 174 21:15 56
9:30 153 21:30 54
9:45 111 581 581 21:45 63 239 239
10:00 114 22:00 49
10:15 94 22:15 51
10:30 146 22:30 33
10:45 124 478 478 22:45 34 167 167
11:00 120 23:00 39
11:15 135 23:15 44
11:30 144 23:30 33
11:45 163 562 562 23:45 28 144 144
Total Vol. 5364 5364 5395 5395
NB Combined
10759 10759
Split % 100.0% 49.9% 100.0% 50.1%
Peak Hour 6:45 6:45 15:30 15:30
Volume 989 989 704 704
P.H.F. 0.95 0.95 0.81 0.81
Wednesday, December 04, 2024 SC4951
ADT3 Pacific Blvd south of E 46th St.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 75 of 294
CITY: Vernon PROJECT:

AM Period NB PM Period NB
0:00 24 12:00 160
0:15 24 12:15 140
0:30 19 12:30 138
0:45 27 94 94 12:45 134 572 572
1:00 27 13:00 143
1:15 20 13:15 157
1:30 18 13:30 146
1:45 15 80 80 13:45 152 598 598
2:00 20 14:00 162
2:15 15 14:15 162
2:30 15 14:30 188
2:45 21 71 71 14:45 145 657 657
3:00 22 15:00 134
3:15 21 15:15 131
3:30 23 15:30 202
3:45 40 106 106 15:45 159 626 626
4:00 28 16:00 170
4:15 38 16:15 131
4:30 54 16:30 173
4:45 89 209 209 16:45 174 648 648
5:00 74 17:00 198
5:15 78 17:15 169
5:30 108 17:30 137
5:45 190 450 450 17:45 145 649 649
6:00 160 18:00 130
6:15 181 18:15 95
6:30 220 18:30 96
6:45 241 802 802 18:45 94 415 415
7:00 256 19:00 119
7:15 264 19:15 89
7:30 287 19:30 81
7:45 223 1030 1030 19:45 78 367 367
8:00 200 20:00 82
8:15 212 20:15 75
8:30 188 20:30 63
8:45 194 794 794 20:45 72 292 292
9:00 160 21:00 63
9:15 143 21:15 58
9:30 109 21:30 60
9:45 120 532 532 21:45 64 245 245
10:00 112 22:00 65
10:15 136 22:15 54
10:30 115 22:30 55
10:45 133 496 496 22:45 35 209 209
11:00 135 23:00 41
11:15 149 23:15 31
11:30 139 23:30 54
11:45 154 577 577 23:45 26 152 152
Total Vol. 5241 5241 5430 5430
NB Combined
10671 10671
Split % 100.0% 49.1% 100.0% 50.9%
Peak Hour 6:45 6:45 16:30 16:30
Volume 1048 1048 714 714
P.H.F. 0.91 0.91 0.90 0.90
Thursday, December 05, 2024 SC4951
ADT3 Pacific Blvd south of E 46th St.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 76 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
B
 Crossing Evaluation Worksheet
.
.

Item 12 Page 77 of 294
9 Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations Inventory Conditions and Prioritize Locations
Figure 3. Example crossing inventory worksheet.

Source: City of Boulder, Pedestrian Crossing Treatment Installation Guidelines (2011).

Talbert Ave Santa Cecilia Circle
yellow pedestrian stripping crosswalk
81 964
.
.

Item 12 Page 78 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
B
 CA MUTCD HAWK Warrant
.
.

Item 12 Page 79 of 294
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Chapter 4F – Pedestrian Hybrid Beacons November 7, 2014 Part 4 – Highway Traffic Signals

Page 976 ends

Talbert and Santa Cecilia
56 16
.
.

Item 12 Page 80 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
B
 SWITRS Collision Reports
.
.

Item 12 Page 81 of 294
Case Listing

Page 10 ends

Report run on: 12/23/2024 243530 2021 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 420
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 0A3 Type CalTrans Dist Badge 655 Crash Date 20210205 Time 0545 Day FRI Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20210406 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR20210214 Case ID 9227409 Primary Rd ATLANTIC BL Distance(ft)310 Direction S Secondary Rd BANDINI BL NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - CHANG LN N - 0000 - - - - - - -
2 DRVR 58 M H HNBD PROC ST S A 0700 - 2013 - 3 N - - -
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 607 Crash Date 20210205 Time 2500 Day FRI Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20210406 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # CR20210216 Case ID 9227408 Primary Rd SANTA FE AV Distance(ft)I Direction Secondary Rd VERNON AV NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK U-TURN - - 0000 - - - N - - - City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 0A1 Type CalTrans Dist Badge 658 Crash Date 20210210 Time 1253 Day WED Primary Crash Factor IMPROP TURN Violation 22102 Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20210406 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR20210249 Case ID 9227407 Primary Rd PACIFIC BL Distance(ft)103 Direction N Secondary Rd 46TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 10 of 137 ends

.
.

Item 12 Page 82 of 294
Case Listing

Page 108 ends

Report run on: 12/23/2024 243530 2021 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 420
City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 072 Type 1 CalTrans Dist Badge 022225Crash Date 20211011 Time 1725 Day MON Primary Crash Factor TOO CLOSE Violation 21703 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20211018 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 33.99999 Longitude 118.17523 Local Rpt # 9535-2021-12832 Case ID 91599283 I-710 (LONG BEACH 514 N BANDINI BLVD 9535 Y

FREEWAY) N/B
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 39 M W HNBD PROC ST N D 2200 NISS 2019 - 3 N - M G 2 DRVR 41 F A HNBD SLOWING N A 0100 INFI 2016 - 3 N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 646 Crash Date 20211015 Time 0649 Day FRI Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20220215 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DUSK/DAWN Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR21-1742 Case ID 9400064 Primary Rd PACIFIC BL Distance(ft)12 Direction S Secondary Rd E 46TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 40 M HNBD PROC ST N D 2200 - 2008 - 3 N - L G
2 DRVR 71 M HNBD PROC ST N D 2200 FORD 2007 - 3 N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 072 Type 1 CalTrans Dist Badge 022109Crash Date 20211015 Time 1820 Day FRI Primary Crash Factor LANE CHANGE Violation 21658A Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20211027 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 34.00230 Longitude 118.17409 Local Rpt # 9535-2021-12913 Case ID 91607374 I-710 (LONG BEACH 1584 N BANDINI BLVD 9535 Y

FREEWAY) S/B
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

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Item 12 Page 83 of 294
Case Listing

Page 107 ends

Report run on: 12/23/2024 243530 2022 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 463
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 568 Crash Date 20220907 Time 1443 Day WED Primary Crash Factor LANE CHANGE Violation 21658 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20221110 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR22-1633 Case ID 9512813 Primary Rd PACIFIC BL Distance(ft)214 Direction N Secondary Rd FRUITLAND AV NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 25 F H HNBD CHANG LN S A 0700 JEEP 2014 - 3 N - M G 2 DRVR 54 M H HNBD PROC ST S A 0100 - 2005 - 3 N - M G
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 002 Type CalTrans Dist Badge 636 Crash Date 20220908 Time 0735 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20221108 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR22-1640 Case ID 9513264 Primary Rd E 26TH ST Distance(ft)452 Direction S Secondary Rd SOTO ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 55 F H HNBD PROC ST W A 8100 - 2002 - 3 N - L G City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 003 Type CalTrans Dist Badge 636 Crash Date 20220908 Time 0914 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20221108 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR22-1642 Case ID 9513260 344 SOUTH ATLANTIC 1973 N
BL
Primary Rd DISTRICT BL Distance(ft) Direction E Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 23 M H HNBD PROC ST W A 7100 - 2017 - 3 N - L G City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 568 Crash Date 20220908 Time 1055 Day THU Primary Crash Factor UNKNOWN Violation Crash Type SIDESWIPE Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20221110 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR22-1644 Case ID 9498824 Primary Rd PACIFIC BL Distance(ft)110 Direction S Secondary Rd E 46TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

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Item 12 Page 84 of 294
Case Listing

Page 116 ends

Report run on: 12/23/2024 243530 2022 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 463
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 639 Crash Date 20221003 Time 0940 Day MON Primary Crash Factor R-O-W AUTO Violation 21804A Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230214 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR22-1821 Case ID 9535479 Primary Rd E 25TH ST Distance(ft)962 Direction W Secondary Rd SANTA FE AV NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 45 M H HNBD MERGING N A 0100 - 2009 - 3 N - M G 2 DRVR 39 M W HNBD PROC ST E I 1100 - 2017 - 3 N - M G
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 002 Type CalTrans Dist Badge 658 Crash Date 20221003 Time 1246 Day MON Primary Crash Factor R-O-W AUTO Violation 21801A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230214 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # CR22-1822 Case ID 9535812 Primary Rd S DOWNEY RD Distance(ft)I Direction Secondary Rd LEONIS BL NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 21 M H HNBD LFT TURN N A 0100 - 2022 - 3 N - L G 2 DRVR 29 M O HNBD PROC ST W A 0100 - 2012 - 3 N - M G PASS 45 M 3 M G 0 3 DRVR 67 F A HNBD STOPPED S A 0100 - 2016 - 3 N - M G
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 669 Crash Date 20221004 Time 1100 Day TUE Primary Crash Factor TOO CLOSE Violation 21703 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230214 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR22-1830 Case ID 9535499 Primary Rd E 46TH ST Distance(ft)47 Direction N Secondary Rd PACIFIC BL NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

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Item 12 Page 85 of 294
Case Listing

Page 44 ends

Report run on: 12/23/2024 243530 Av. 2023 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 414
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 652 Crash Date 20230502 Time 0439 Day TUE Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type AUTO/PED Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20230808 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With PED Lighting DARK - ST LTS Ped Action X-WLK AT IS Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR23-0638 Case ID 9583985 Primary Rd PACIFIC BL Distance(ft)9 Direction N Secondary Rd E 46TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 46 M H HNBD PROC ST N A 0100 - 2016 - - N - M G 2 PED 42 M H HNBD W N 6000 - - - N - - - PED POSSIBLE 42 M - - - 0 City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 003 Type CalTrans Dist Badge 660 Crash Date 20230502 Time 0750 Day TUE Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20230808 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With BICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # CR23-0639 Case ID 9583984 SOUTH ATLANTIC 306 S BANDINI BL 1973 N
BL
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F BICY 30 M H HNBD PROC ST N L 0400 - - - N - - - BICY POSSIBLE 30 M 0 P - 0 2 DRVR 36 M W HNBD MERGING N A 0100 - 2006 - - N - M G
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 672 Crash Date 20230503 Time 1700 Day WED Primary Crash Factor LANE CHANGE Violation 21658A Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230726 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR23-0645 Case ID 9599301 Primary Rd PACIFIC BL Distance(ft)167 Direction N Secondary Rd FRUITLAND AV NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 M H IMP UNK IMP UNK MERGING S D 2200 FORD 2002 - - N - B - 2 DRVR 40 F H HNBD PROC ST S A 0100 FORD 2013 - 3 N - M G PASS 1 F 4 - - - PASS 20 M 5 - - -
PASS 13 F 6 - - -
PASS 15 F 3 - - -

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Item 12 Page 86 of 294
Case Listing

Page 19 ends

Report run on: 12/23/2024 243530 Av. 2024 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 389
City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 646 Crash Date 20240217 Time 0204 Day SAT Primary Crash Factor DRVR ALC|DRG Violation 23152A Crash Type HIT OBJECT Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240305 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR24-0290 Case ID 82329559 Primary Rd PACIFIC BLVD Distance(ft)12 Direction N Secondary Rd E 46TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 40 M H HBD-UI RAN OFF RD N A 0100 HONDA 2011 - 3 A 0 - L F DRVR MINOR 40 M 1 L F 0 City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 665 Crash Date 20240220 Time 0606 Day TUE Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240318 Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DUSK/DAWN Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 34.00525 Longitude 118.23030 Local Rpt # CR24-0297 Case ID 82339810 Primary Rd S SANTA FE AVE Distance(ft)183 Direction S Secondary Rd PACIFIC BLVD NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 65 M H HNBD MERGING N D 2200 TOYOT 2005 - 3 N - M G 2 DRVR 40 M H HNBD STOPPED N A 0100 HONDA 2021 - 3 N - M G 3 DRVR 41 M H HNBD PROC ST N A 0100 NISSA 2019 - 3 A 0 - M G City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 634 Crash Date 20240220 Time 1037 Day TUE Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240304 Weather1 CLOUDY Weather2 RAINING Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 33.99843 Longitude 118.23055 Local Rpt # CR24-0301 Case ID 82328033 Primary Rd S SANTA FE AVE Distance(ft)80 Direction N Secondary Rd E 49TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

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Item 12 Page 87 of 294
Case Listing

Page 67 ends

Report run on: 12/23/2024 243530 Av. 2024 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 389
City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 001 Type CalTrans Dist Badge 665 Crash Date 20240706 Time 2255 Day SAT Primary Crash Factor STOP SGN|SIG Violation 22450A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240815 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DUSK/DAWN Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 34.00180 Longitude 118.22529 Local Rpt # CR24-1071 Case ID 84354740 Primary Rd PACIFIC BLVD Distance(ft)I Direction Secondary Rd E 46TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 M H IMP UNK IMP UNK PROC ST W A 0100 FORD 2002 - - N - - - 2 DRVR 46 F H HNBD PROC ST N A 0100 NISSA 2019 - 3 N - L G City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 003 Type CalTrans Dist Badge 613 Crash Date 20240709 Time 0828 Day TUE Primary Crash Factor LANE CHANGE Violation 21658A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240726 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # CR24-1080 Case ID 82700030 Primary Rd S ATLANTIC BLVD Distance(ft)105 Direction N Secondary Rd BANDINI BLVD NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 47 M H HNBD CHANG LN S F 2500 FREIG 2019 - 3 N - M G 2 DRVR 27 F H HNBD STOPPED S A 0100 LEXUS 2022 - 3 N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 003 Type CalTrans Dist Badge 647 Crash Date 20240709 Time 1419 Day TUE Primary Crash Factor LANE CHANGE Violation 21658A Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240726 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 33.99829 Longitude 118.17572 Local Rpt # CR24-1082 Case ID 82700031 Primary Rd S ATLANTIC BLVD Distance(ft)128 Direction S Secondary Rd BANDINI BLVD NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

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Item 12 Page 88 of 294
Case Listing

Page 94 ends

Report run on: 12/23/2024 243530 Av. 2024 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 389
City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 003 Type CalTrans Dist Badge 628 Crash Date 20240906 Time 1057 Day FRI Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20241210 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 33.99829 Longitude 118.17572 Local Rpt # CR24-1418 Case ID 84496100 Primary Rd S ATLANTIC BLVD Distance(ft)1107 Direction S Secondary Rd BANDINI BLVD NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 39 M H HNBD CHANG LN S F 2600 ISUZU 2023 - 3 N - M G 2 DRVR 62 F A HNBD PROC ST S A 0100 MERCE 2015 - 3 N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 003 Type CalTrans Dist Badge 628 Crash Date 20240906 Time 1126 Day FRI Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20241210 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 33.99592 Longitude 118.16797 Local Rpt # CR24-1419 Case ID 84496101 Primary Rd BANDINI BLVD Distance(ft)210 Direction W Secondary Rd PENNINGTON WAY NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 F B IMP UNK IMP UNK CHANG LN W A 0100 HONDA 1998 - 3 N - - - 2 DRVR 41 F H HNBD PROC ST W A 0100 HONDA 2018 - 3 N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 001 Type CalTrans Dist Badge 613 Crash Date 20240906 Time 1451 Day FRI Primary Crash Factor R-O-W AUTO Violation 21800A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20241210 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # CR24-1420 Case ID 84496102 Primary Rd PACIFIC BLVD Distance(ft)I Direction Secondary Rd E 46TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

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Item 12 Page 89 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
B
 CA MUTCD Traffic Signal Warrant
Worksheets
.
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Item 12 Page 90 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

2. Is the intersection in a built-up area of isolated community of <10,000 population?  Yes  No If Question 1 or 2 above is answered "Yes", then use "80%" volume level  80%  100% WARRANT 1 - EIGHT-HOUR VEHICULAR VOLUME Applicable:  Yes  No Warrant 1 is satisfied if Condition A or Condition B is "100%" satisfied. Satisfied:  Yes  No Warrant is also satisfied if both Condition A and Condition B are "80%" satisfied.

Source: Revised from NCHRP Report 457
Vannessa Pedroza
January 9, 2025
Pacific Boulevard
46th Street
Los Angeles
Vernon
3 2
Eight Highest Hours
(400) (280) (480) (336) 1,152 1,373
600 420
(160) (112)
105
(84)
200 140
818865
6:00 AM -7:00 AM7:00 AM -8:00 AM8:00 AM -9:00 AM12:00 PM -1:00 PM2:00 PM -3:00 PM3:00 PM -4:00 PM4:00 PM -5:00 PM5:00 PM -6:00 PM 1,267 1,056
2:00 PM -3:00 PM4:00 PM6:00 PM
81113
1,371 1,396
113
3:00 PM -5:00 PM -
118
Eight Highest Hours
7:00 AM -8:00 AM8:00 AM -9:00 AM12:00 PM -1:00 PM4:00 PM -5:00 PM 1,145 1,368
92 Both Approaches
on Major Street
Highest Approach
on Minor Street
500 350
150
(120)
Approach Lanes
Volume Level
(volumes in veh/hr) (80% Shown in Brackets)
1 100% 70%
2 or more
100% 70%
Minimum Requirements
Minimum Requirements
6:00 AM -7:00 AM
(volumes in veh/hr) (80% Shown in Brackets)
Approach Lanes 1 2 or more
Volume Level 100% 70% 100% 70%
1,152 1,373 1,267 1,056 1,145 1,368 1,371 1,396 Both Approaches 750 525 900 630 on Major Street (600) (420) (720) (504)
100 70
on Minor Street (60) (42) (56) (80)
65 88 81 92 113 118 113 81 Highest Approach 75 53
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Item 12 Page 91 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

2. Is the intersection in a built-up area of isolated community of <10,000 population?  Yes  No If Question 1 or 2 above is answered "Yes", then use "80%" volume level  80%  100% WARRANT 2 - FOUR-HOUR VEHICULAR VOLUME Applicable:  Yes  No If all four points lie above the appropriate line, then the warrant is satisfied. Satisfied:  Yes  No * Note: 115 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 80 vph applies as the lower threshold volume threshold for a minor street approach with one lane. * Note: 80 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 60 vph applies as the lower threshold volume threshold for a minor street approach with one lane.

Source: Revised from NCHRP Report 457
Vernon Vannessa Pedroza
Four
Highest
Volumes
Major Minor
January 9, 2025
4:00 PM - 1,371 113 5:00 PM
Los Angeles
1,145 113 3:00 PM
Hours Street
3:00 PM - 1,368 118 4:00 PM
Street
12:00 PM -
2:00 PM -
Pacific Boulevard
46th Street
1:00 PM
Plot four volume combinations on the applicable figure below. 3 1,056 92
2 0
100
200
300
400
500
300 1200 2100 3000 3900 4800 5700 6600 7500 8400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MINOR STREET

HIGH VOLUME APPROACH - VPH

Item 12 Page 92 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

Record hour when criteria are fulfilled
and corresponding delay or volume
in boxes provided.

Source: Revised from NCHRP Report 457
Fulfilled?: Yes No
Volume* N/A 1486
650
Fulfilled?:
800
Yes No
*(vehicles per hour)

3. Total Entering Volume
Volume Criteria*
No. of Approaches 34
N/A 118
Approach Lanes 12
Volume Criteria* 100
Volume*
150
*(vehicles per hour)
Approach Lanes
Delay*

2. Volume on Minor Approach

0.53 N/A
Fulfilled?: Yes No
12 Delay Criteria* 4.0 5.0

1. Delay on Minor Approach
*(vehicle-hours)
Pacific Boulevard 3
Peak Hour Volumes
Unusual condition justifying
use of warrant:

N/A
3:00 PM 118 1368
Hr Begin Major St Minor St
Vernon
Los Angeles
Plot volume combination on the applicable figure below. 46th Street 2
Vannessa Pedroza
January 9, 2025
0 100
200
300
400
500
600
400 1200 2000 2800 3600 4400 5200 6000 6800 7600 8400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MINOR STREET

HIGH VOLUME APPROACH - VPH

Item 12 Page 93 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

Source: Revised from NCHRP Report 457
5:00 PM -
6:00 PM
1,267
1,371
Ped
8:00 AM -
9:00 AM
4:00 PM -
5:00 PM
Major Street
0 8
1,396 2
Peak
Hour
8:30 AM - 1,405 9:30 AM 16
Ped
Volumes
Vehicles
Vernon Vannessa Pedroza
Los Angeles January 9, 2025
Pacific Boulevard 3
2 Plot four volume combinations on the figure below.

Four
Highest
Major Street
Volumes
46th Street
Vehicles Ped
1,373
Hours
7:00 AM -
8:00 AM 11
0 100
200
300
400
200 900 1600 2300 3000 3700 4400 5100 5800 6500 7200 7900

MAJOR STREET

TOTAL PEDESTRIAN VOLUME - PPH

MAJOR STREET

TOTAL PEDESTRIAN VOLUME - PPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-7: Pedestrian Peak Hour
100% VOLUME FACTOR
70% VOLUME FACTOR
133*
93*
.
.

Item 12 Page 94 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

1. One of the Warrant 1, Condition A (80% satisfied)
warrants Warrant 1, Condition B (80% satisfied)
to the right
is met.

2. Adequate trial of other remedial measure
has failed to reduce crash frequency.

3. Five or more reported crashes, of types susceptible to correction by signal, have occurred within a 12-month period. 3 46th Street 2


152 ped/hr for one (1) hour
N/A
Number of crashes per 12 months: 2
Hour No
—
Volume



Measure tried:

Vannessa Pedroza
January 9, 2025
Vernon
Los Angeles
Pacific Boulevard
Criteria
Warrant 4, Pedestrian Volume

Fulfilled?
Yes No

Met?
Yes
at 80% of volume requirements:
80 ped/hr for four (4) hours or
—
—
—
.
.

Item 12 Page 95 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
B
 Synchro Worksheets (for Delay Analysis)
.
.

Item 12 Page 96 of 294
HCM 2010 TWSC
2: Pacific Blvd & 46th St Timing Plan: AM Peak Hour
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 20 0 24 0 962 68 20 369 0
Future Vol, veh/h 0 0 0 20 0 24 0 962 68 20 369 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 40 - 140 80 - 80
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 0 22 0 26 0 1046 74 22 401 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 863 1565 201 1250 1491 523 401 0 0 1120 0 0 Stage 1 445 445 - 1046 1046 -------
Stage 2 418 1120 - 204 445 -------
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 -------
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 -------
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 307 110 686 182 123 427 754 - - 342 - - Stage 1 477 573 - 185 304 -------
Stage 2 533 280 - 715 573 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 274 103 686 173 115 427 754 - - 342 - - Mov Cap-2 Maneuver 274 103 - 173 115 -------
Stage 1 477 536 - 185 304 -------
Stage 2 500 280 - 669 536 -------
Approach EB WB NB SB
HCM Control Delay, s 0 20.7 0 0.8

HCM LOS A C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 754 - - - 173 427 342 - -
HCM Lane V/C Ratio ---- 0.126 0.061 0.064 - -
HCM Control Delay (s) 0 - - 0 28.8 14 16.2 - -
HCM Lane LOS A - - A D B C - -
HCM 95th %tile Q(veh) 0 - - - 0.4 0.2 0.2 - -
.
.

Item 12 Page 97 of 294
HCM 2010 TWSC
2: Pacific Blvd/Pacfic Blvd & 46th St Timing Plan: PM Peak Hour Intersection
Int Delay, s/veh 1.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 62 0 41 0 667 68 33 729 0
Future Vol, veh/h 0 0 0 62 0 41 0 667 68 33 729 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 40 - 140 80 - 80
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 0 67 0 45 0 725 74 36 792 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1154 1663 396 1114 1589 363 792 0 0 799 0 0 Stage 1 864 864 - 725 725 -------
Stage 2 290 799 - 389 864 -------
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 -------
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 -------
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 207 96 515 219 107 541 493 - - 489 - - Stage 1 247 369 - 308 428 -------
Stage 2 636 396 - 555 369 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 179 89 515 207 99 541 493 - - 489 - - Mov Cap-2 Maneuver 179 89 - 207 99 -------
Stage 1 247 342 - 308 428 -------
Stage 2 584 396 - 514 342 -------
Approach EB WB NB SB
HCM Control Delay, s 0 23.3 0 0.6

HCM LOS A C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 493 - - - 207 541 489 - -
HCM Lane V/C Ratio ---- 0.326 0.082 0.073 - -
HCM Control Delay (s) 0 - - 0 30.6 12.3 12.9 - -
HCM Lane LOS A - - A D B B - -
HCM 95th %tile Q(veh) 0 - - - 1.3 0.3 0.2 - -
.
.

Item 12 Page 98 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
 49th Street at Pacific Boulevard
.
.

Item 12 Page 99 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
 Traffic Counts
.
.

Item 12 Page 100 of 294
DATE: LOCATION: PROJECT #: SC4951
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP E
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 030 1 3001001 0 0000
7:00 AM 6 236 0 1 98 20 7 0 5 1 0 0 374 0000 0
7:15 AM 3 240 0 0 118 18 7 0 3 0 0 0 389 1000 1
7:30 AM 2 261 0 1 126 16 7 0 3 0 0 0 416 0000 0
7:45 AM 1 238 1 1 122 27 7 0 4 0 0 2 403 0100 1
8:00 AM 3 236 0 1 133 11 6 0 5 1 0 0 396 0100 1
8:15 AM 1 218 0 0 132 23 8 0 8 0 0 0 390 1000 1
8:30 AM 1 194 1 2 122 14 8 0 2 1 0 1 346 0100 1
8:45 AM 6 195 1 0 97 28 13 0 5 1 0 0 346 0000 0
VOLUMES 23 1,818 3 6 948 157 63 0 35 4 0 3 3,065 2 3 0 0 5 APPROACH % 1% 98% 0% 1% 85% 14% 64% 0% 36% 57% 0% 43%
APP/DEPART 1,846 / 1,887 1,114 / 989 98 / 97 / 180 0

BEGIN PEAK HR
VOLUMES 7 953 1 3 513 77 28 0 20 1 0 2 1,608 1 2 0 0
APPROACH % 1% 99% 0% 1% 86% 13% 58% 0% 42% 33% 0% 67%
PEAK HR FACTOR 0.914 0.960 0.750 0.375 0.966
APP/DEPART 962 / 985 595 / 535 48 / 43 / 84 0
4:00 PM 0 186 0 3 199 11 12 0 10 0 0 0 421 0000 0
4:15 PM 3 140 2 1 186 9 12 0 3 0 0 0 356 0000 0
4:30 PM 1 167 1 0 212 7 20 0 14 2 1 0 425 0000 0
4:45 PM 0 172 4 0 245 8 11 0 10 0 0 0 450 0000 0
5:00 PM 2 206 1 0 214 9 19 1 11 0 0 0 463 0300 3
5:15 PM 0 166 1 0 250 2 11 0 9 1 0 0 440 0000 0
5:30 PM 4 121 0 1 219 4 8 0 11 0 0 1 369 0200 2
5:45 PM 2 108 0 0 202 5 10 0 2 0 0 1 330 1000 1
VOLUMES 12 1,266 9 5 1,727 55 103 1 70 3 1 2 3,260 1 5 0 0 6 APPROACH % 1% 98% 1% 0% 96% 3% 59% 1% 40% 50% 17% 33%
APP/DEPART 1,288 / 1,376 1,792 / 1,801 174 / 15 6 / 68 0

BEGIN PEAK HR
VOLUMES 3 711 7 0 921 26 61 1 44 3 1 0 1,781 0 3 0 0
APPROACH % 0% 99% 1% 0% 97% 3% 58% 1% 42% 75% 25% 0%
PEAK HR FACTOR 0.862 0.939 0.779 0.333 0.955
APP/DEPART 721 / 775 950 / 968 106 / 84 / 30 0
Pacific Blvd

NORTH LEG
E 49th St WEST LEG EAST LEG E 49th St

SOUTH LEG
Pacific Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 0 2 6 1 9 0210 3 0051 6
7:15 AM 0 0 8 3 11 0011 2 0072 9
7:30 AM 0 0 3 4 7 0012 3 0022 4
7:45 AM 0 0 2 5 7 0012 3 0013 4
8:00 AM 0 0 5 4 9 0042 6 0012 3
8:15 AM 0 0 2 3 5 0012 3 0011 2
8:30 AM 0 0 3 2 5 0012 3 0020 2
8:45 AM 0 0 1 1 2 0001 1 0010 1
TOTAL 0 2 30 23 55 0 2 10 12 24 0 0 20 11 31
BEGIN PEAK HR 0 0 7 8 15
4:00 PM 0 0 2 1 3 0001 1 0020 2
4:15 PM 0 0 3 4 7 0004 4 0030 3
4:30 PM 0 0 7 6 13 0053 8 0023 5
4:45 PM 0 0 0 3 3 0002 2 0001 1
5:00 PM 0 0 1 1 2 0010 1 0001 1
5:15 PM 0 0 3 1 4 0030 3 0001 1
5:30 PM 0 0 0 1 1 0000 0 0001 1
5:45 PM 0 0 1 2 3 0002 2 0010 1
TOTAL 0 0 17 19 36 0 0 9 12 21 0 0 8 7 15
0095 14

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Vernon
Pacific Blvd
E 49th St
BEGIN PEAK HR 4:30 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Pacific Blvd Pacific Blvd E 49th St E 49th St

AM PM AM
7:30 AM
PM
4:30 PM
ALL PED + BIKE & SCOOTER
7:30 AM
.
.

Item 12 Page 101 of 294
2,906 212 2,675 11 TOTAL 3,263
1,792 55 1,727 5 PM 1,376
1,114 157 948 6 AM 1,887
7 6
13 248
68 180
3 2 5
0 1 1
TOTAL
PM
AM
4 3 7
166 103
63 AMPM
TOTAL
1 1 0
105
70 35
9 15 24
272 174
98 989 AM 23 1,818 3 1,846
1,801 PM 12 1,266 9 1,288
2,790 TOTAL 35 3,084 12 3,134
1,545 103 1,434 3 TOTAL 1,760
950 26 921 0 PM 775
595 77 513 3 AM 985
3 4 7
114
30 84
2 0 2
0 1 1
TOTAL
PM
AM
AM 7:30 AM
8:45 AM
1 3 4
89 61 28
#N/A
AMPM
TOTAL
1 1 0
PM 4:30 PM
5:45 PM
64 44 20
4 8
12 154 106
48 535 AM 7 953 1 962
968 PM 3 711 7 721
1,503 Total 10 1,664 8 1,683
AimTD LLC

TURNING MOVEMENT COUNTS
Pacific Blvd
E 49th St
E 49th St

ALL HOURS
Vernon
SC4951
Pacific Blvd
Pacific Blvd
Pacific Blvd
E 49th St
E 49th St

PEAK HOUR
.
.

Item 12 Page 102 of 294

EB WB EB WB NB SB NB SB
5:00 AM 001010002
5:15 AM 000010001
5:30 AM 000000000
5:45 AM 000001001
6:00 AM 000000000
6:15 AM 000000011
6:30 AM 000000101
6:45 AM 000012014
7:00 AM 000011024
7:15 AM 000011013
7:30 AM 000010012
7:45 AM 010010215
8:00 AM 000001214
8:15 AM 000000011
8:30 AM 000000202
8:45 AM 000000101
9:00 AM 000000112
9:15 AM 000000000
9:30 AM 000020002
9:45 AM 000000112
10:00 AM 000000101
10:15 AM 000000011
10:30 AM 000000000
10:45 AM 000000123
11:00 AM 000000000
11:15 AM 000022004
11:30 AM 000000011
11:45 AM 000000000
12:00 PM 001010002
12:15 PM 000010001
12:30 PM 000000000
12:45 PM 000000011
1:00 PM 000000000
1:15 PM 000000000
1:30 PM 000000000
1:45 PM 000010012
2:00 PM 000000011
2:15 PM 000000022
2:30 PM 000000303
2:45 PM 000001001
3:00 PM 000000000
3:15 PM 000010001
3:30 PM 001011003
3:45 PM 000013004
4:00 PM 000000101
4:15 PM 000002316
4:30 PM 000020013
4:45 PM 000010001
5:00 PM 000000000
5:15 PM 000010113
5:30 PM 000001001
5:45 PM 000001001
6:00 PM 000020215
6:15 PM 000000011
6:30 PM 000001001
6:45 PM 000000000
TTL 0 1 3 0 23 18 22 25 92

PEDESTRIANS COUNTS

NORTH LEG SOUTH LEG EAST LEG WEST LEG
Pacific Blvd Pacific Blvd E 49th St E 49th St
Start Time TTL
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
E/W Direction:

Date:

Project number:

Wednesday, December 4, 2024
sc4951
Vernon
Pacific Blvd
E 49th St
Location:

N/S Direction:
.
.

Item 12 Page 103 of 294

EB WB EB WB NB SB NB SB
5:00 AM 000001001
5:15 AM 000010001
5:30 AM 000010001
5:45 AM 000010001
6:00 AM 000000011
6:15 AM 000011013
6:30 AM 000000101
6:45 AM 000011024
7:00 AM 001101003
7:15 AM 000010012
7:30 AM 000010203
7:45 AM 000010023
8:00 AM 000031026
8:15 AM 000010023
8:30 AM 000001113
8:45 AM 000000011
9:00 AM 000000022
9:15 AM 000000011
9:30 AM 000000000
9:45 AM 000020103
10:00 AM 000000000
10:15 AM 000000000
10:30 AM 000001001
10:45 AM 000000000
11:00 AM 000000011
11:15 AM 000000011
11:30 AM 000011114
11:45 AM 000000000
12:00 PM 000000000
12:15 PM 000010001
12:30 PM 000000011
12:45 PM 000001012
1:00 PM 000000000
1:15 PM 000010102
1:30 PM 000000000
1:45 PM 000000000
2:00 PM 000000000
2:15 PM 000003047
2:30 PM 000000000
2:45 PM 000020103
3:00 PM 000001113
3:15 PM 000001102
3:30 PM 001021015
3:45 PM 000001135
4:00 PM 000000101
4:15 PM 000000224
4:30 PM 000023038
4:45 PM 000000022
5:00 PM 000001001
5:15 PM 000003003
5:30 PM 000000000
5:45 PM 000000202
6:00 PM 000001214
6:15 PM 000000011
6:30 PM 000010001
6:45 PM 000000000
TTL 0 0 2 1 24 24 18 39 108

PEDESTRIANS COUNTS

NORTH LEG SOUTH LEG EAST LEG WEST LEG
Pacific Blvd Pacific Blvd E 49th St E 49th St
Start Time TTL
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
E/W Direction:

Date:

Project number:

Thursday, December 5, 2024
sc4951
Vernon
Pacific Blvd
E 49th St
Location:

N/S Direction:
.
.

Item 12 Page 104 of 294
CITY: Vernon PROJECT:

AM Period SB PM Period SB
0:00 16 12:00 144
0:15 26 12:15 133
0:30 31 12:30 149
0:45 15 88 88 12:45 145 571 571
1:00 12 13:00 134
1:15 11 13:15 160
1:30 12 13:30 145
1:45 12 47 47 13:45 160 599 599
2:00 9 14:00 164
2:15 8 14:15 165
2:30 23 14:30 236
2:45 20 60 60 14:45 226 791 791
3:00 16 15:00 185
3:15 17 15:15 198
3:30 22 15:30 260
3:45 27 82 82 15:45 215 858 858
4:00 24 16:00 230
4:15 27 16:15 218
4:30 39 16:30 198
4:45 61 151 151 16:45 247 893 893
5:00 56 17:00 237
5:15 60 17:15 222
5:30 73 17:30 235
5:45 111 300 300 17:45 201 895 895
6:00 95 18:00 182
6:15 85 18:15 188
6:30 121 18:30 164
6:45 126 427 427 18:45 127 661 661
7:00 133 19:00 137
7:15 141 19:15 140
7:30 146 19:30 91
7:45 173 593 593 19:45 68 436 436
8:00 159 20:00 58
8:15 177 20:15 73
8:30 107 20:30 64
8:45 119 562 562 20:45 42 237 237
9:00 124 21:00 50
9:15 132 21:15 57
9:30 123 21:30 44
9:45 137 516 516 21:45 48 199 199
10:00 139 22:00 37
10:15 111 22:15 45
10:30 134 22:30 42
10:45 125 509 509 22:45 37 161 161
11:00 119 23:00 28
11:15 147 23:15 33
11:30 137 23:30 39
11:45 146 549 549 23:45 18 118 118
Total Vol. 3884 3884 6419 6419
SB Combined
### 10303
Split % 100.0% 37.7% 100.0% 62.3%
Peak Hour 7:30 7:30 16:45 16:45
Volume 655 655 941 941
P.H.F. 0.93 0.93 0.95 0.95
Wednesday, December 04, 2024 SC4951
ADT10 Pacific Blvd north of E 49th St.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 105 of 294
CITY: Vernon PROJECT:

AM Period SB PM Period SB
0:00 25 12:00 136
0:15 28 12:15 100
0:30 20 12:30 179
0:45 22 95 95 12:45 145 560 560
1:00 14 13:00 154
1:15 14 13:15 147
1:30 16 13:30 160
1:45 18 62 62 13:45 174 635 635
2:00 18 14:00 179
2:15 8 14:15 151
2:30 22 14:30 211
2:45 23 71 71 14:45 230 771 771
3:00 25 15:00 229
3:15 22 15:15 218
3:30 29 15:30 260
3:45 28 104 104 15:45 232 939 939
4:00 27 16:00 213
4:15 30 16:15 196
4:30 44 16:30 219
4:45 62 163 163 16:45 253 881 881
5:00 65 17:00 226
5:15 51 17:15 252
5:30 77 17:30 226
5:45 98 291 291 17:45 207 911 911
6:00 95 18:00 204
6:15 94 18:15 177
6:30 104 18:30 158
6:45 114 407 407 18:45 150 689 689
7:00 119 19:00 114
7:15 136 19:15 115
7:30 143 19:30 81
7:45 151 549 549 19:45 97 407 407
8:00 146 20:00 77
8:15 155 20:15 78
8:30 139 20:30 71
8:45 125 565 565 20:45 59 285 285
9:00 138 21:00 53
9:15 123 21:15 49
9:30 164 21:30 58
9:45 149 574 574 21:45 58 218 218
10:00 146 22:00 47
10:15 132 22:15 51
10:30 125 22:30 48
10:45 124 527 527 22:45 35 181 181
11:00 129 23:00 46
11:15 101 23:15 45
11:30 121 23:30 38
11:45 142 493 493 23:45 43 172 172
Total Vol. 3901 3901 6649 6649
SB Combined
### 10550
Split % 100.0% 37.0% 100.0% 63.0%
Peak Hour 7:30 7:30 16:45 16:45
Volume 595 595 957 957
P.H.F. 0.96 0.96 0.95 0.95
Thursday, December 05, 2024 SC4951
ADT10 Pacific Blvd north of E 49th St.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 106 of 294
CITY: Vernon PROJECT:

AM Period WB PM Period WB
0:00 3 12:00 4
0:15 1 12:15 4
0:30 0 12:30 12
0:45 15 5 12:45 525 25
1:00 5 13:00 0
1:15 14 13:15 4
1:30 8 13:30 3
1:45 330 30 13:45 18 8
2:00 4 14:00 4
2:15 1 14:15 1
2:30 1 14:30 0
2:45 06 6 14:45 05 5
3:00 2 15:00 2
3:15 2 15:15 1
3:30 2 15:30 2
3:45 06 6 15:45 05 5
4:00 0 16:00 1
4:15 0 16:15 1
4:30 0 16:30 2
4:45 00 16:45 26 6
5:00 0 17:00 2
5:15 0 17:15 0
5:30 0 17:30 0
5:45 00 17:45 13 3
6:00 0 18:00 2
6:15 0 18:15 2
6:30 1 18:30 2
6:45 45 5 18:45 17 7
7:00 0 19:00 8
7:15 1 19:15 0
7:30 1 19:30 0
7:45 02 2 19:45 19 9
8:00 0 20:00 0
8:15 1 20:15 1
8:30 0 20:30 0
8:45 23 3 20:45 01 1
9:00 7 21:00 1
9:15 2 21:15 0
9:30 1 21:30 3
9:45 111 11 21:45 04 4
10:00 1 22:00 2
10:15 1 22:15 0
10:30 1 22:30 1
10:45 25 5 22:45 14 4
11:00 4 23:00 0
11:15 1 23:15 1
11:30 5 23:30 2
11:45 10 20 20 23:45 14 4
Total Vol. 93 93 81 81
WB Combined
174 174
Split % 100.0% 53.4% 100.0% 46.6%
Peak Hour 1:00 1:00 12:00 12:00
Volume 30 30 25 25
P.H.F. 0.54 0.54 0.52 0.52
Wednesday, December 04, 2024 SC4951
ADT9 E 49th St east of Pacific Blvd.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 107 of 294
CITY: Vernon PROJECT:

AM Period WB PM Period WB
0:00 2 12:00 3
0:15 6 12:15 3
0:30 18 12:30 13
0:45 430 30 12:45 827 27
1:00 0 13:00 9
1:15 4 13:15 6
1:30 3 13:30 2
1:45 07 7 13:45 421 21
2:00 7 14:00 1
2:15 1 14:15 0
2:30 1 14:30 3
2:45 211 11 14:45 04 4
3:00 0 15:00 3
3:15 0 15:15 1
3:30 0 15:30 2
3:45 00 15:45 17 7
4:00 0 16:00 0
4:15 0 16:15 0
4:30 0 16:30 3
4:45 11 1 16:45 03 3
5:00 2 17:00 0
5:15 0 17:15 1
5:30 0 17:30 1
5:45 24 4 17:45 13 3
6:00 0 18:00 1
6:15 1 18:15 1
6:30 0 18:30 2
6:45 12 2 18:45 15 5
7:00 1 19:00 6
7:15 0 19:15 4
7:30 0 19:30 2
7:45 23 3 19:45 012 12
8:00 1 20:00 2
8:15 0 20:15 1
8:30 2 20:30 1
8:45 14 4 20:45 15 5
9:00 2 21:00 0
9:15 1 21:15 0
9:30 3 21:30 4
9:45 06 6 21:45 15 5
10:00 3 22:00 3
10:15 1 22:15 2
10:30 2 22:30 1
10:45 17 7 22:45 06 6
11:00 1 23:00 0
11:15 6 23:15 0
11:30 7 23:30 1
11:45 519 19 23:45 23 3
Total Vol. 94 94 101 101
WB Combined
195 195
Split % 100.0% 48.2% 100.0% 51.8%
Peak Hour 12:30 12:30
Volume 30 30 36 36
P.H.F. 0.42 0.42 0.69 0.69
Thursday, December 05, 2024 SC4951
ADT9 E 49th St east of Pacific Blvd.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 108 of 294
CITY: Vernon PROJECT:

AM Period EB PM Period EB
0:00 3 12:00 23
0:15 3 12:15 7
0:30 1 12:30 17
0:45 18 8 12:45 13 60 60
1:00 2 13:00 12
1:15 1 13:15 15
1:30 0 13:30 16
1:45 14 4 13:45 18 61 61
2:00 1 14:00 14
2:15 0 14:15 15
2:30 1 14:30 32
2:45 24 4 14:45 13 74 74
3:00 2 15:00 16
3:15 0 15:15 9
3:30 4 15:30 21
3:45 17 7 15:45 17 63 63
4:00 3 16:00 15
4:15 3 16:15 19
4:30 3 16:30 37
4:45 1 10 10 16:45 15 86 86
5:00 2 17:00 24
5:15 6 17:15 17
5:30 2 17:30 22
5:45 9 19 19 17:45 14 77 77
6:00 3 18:00 13
6:15 3 18:15 14
6:30 4 18:30 11
6:45 4 14 14 18:45 8 46 46
7:00 9 19:00 13
7:15 4 19:15 5
7:30 5 19:30 9
7:45 7 25 25 19:45 5 32 32
8:00 11 20:00 1
8:15 13 20:15 5
8:30 14 20:30 5
8:45 15 53 53 20:45 2 13 13
9:00 15 21:00 1
9:15 15 21:15 2
9:30 15 21:30 4
9:45 12 57 57 21:45 3 10 10
10:00 5 22:00 0
10:15 11 22:15 2
10:30 14 22:30 2
10:45 9 39 39 22:45 2 6 6
11:00 7 23:00 1
11:15 13 23:15 2
11:30 8 23:30 3
11:45 20 48 48 23:45 1 7 7
Total Vol. 288 288 535 535
EB Combined
823 823
Split % 100.0% 35.0% 100.0% 65.0%
Peak Hour 11:45 11:45 16:15 16:15
Volume 67 67 95 95
P.H.F. 0.73 0.73 0.64 0.64
Wednesday, December 04, 2024 SC4951
ADT6 E 49th St west of Pacific Blvd.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 109 of 294
CITY: Vernon PROJECT:

AM Period EB PM Period EB
0:00 0 12:00 19
0:15 2 12:15 18
0:30 5 12:30 15
0:45 3 10 10 12:45 11 63 63
1:00 4 13:00 19
1:15 0 13:15 16
1:30 0 13:30 21
1:45 15 5 13:45 22 78 78
2:00 0 14:00 18
2:15 2 14:15 11
2:30 1 14:30 32
2:45 25 5 14:45 18 79 79
3:00 2 15:00 23
3:15 1 15:15 19
3:30 2 15:30 18
3:45 27 7 15:45 16 76 76
4:00 6 16:00 22
4:15 3 16:15 15
4:30 1 16:30 34
4:45 2 12 12 16:45 21 92 92
5:00 3 17:00 31
5:15 2 17:15 20
5:30 5 17:30 19
5:45 6 16 16 17:45 12 82 82
6:00 8 18:00 23
6:15 3 18:15 12
6:30 5 18:30 11
6:45 6 22 22 18:45 11 57 57
7:00 12 19:00 11
7:15 10 19:15 5
7:30 10 19:30 3
7:45 11 43 43 19:45 2 21 21
8:00 11 20:00 2
8:15 16 20:15 4
8:30 10 20:30 1
8:45 18 55 55 20:45 5 12 12
9:00 11 21:00 2
9:15 19 21:15 2
9:30 11 21:30 2
9:45 14 55 55 21:45 2 8 8
10:00 12 22:00 2
10:15 15 22:15 2
10:30 9 22:30 4
10:45 16 52 52 22:45 0 8 8
11:00 13 23:00 4
11:15 20 23:15 1
11:30 11 23:30 2
11:45 17 61 61 23:45 4 11 11
Total Vol. 343 343 587 587
EB Combined
930 930
Split % 100.0% 36.9% 100.0% 63.1%
Peak Hour 11:45 11:45 16:30 16:30
Volume 69 69 106 106
P.H.F. 0.91 0.91 0.78 0.78
Thursday, December 05, 2024 SC4951
ADT6 E 49th St west of Pacific Blvd.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 110 of 294
CITY: Vernon PROJECT:

AM Period NB PM Period NB
0:00 17 12:00 138
0:15 16 12:15 150
0:30 17 12:30 146
0:45 17 67 67 12:45 140 574 574
1:00 19 13:00 127
1:15 11 13:15 149
1:30 19 13:30 165
1:45 18 67 67 13:45 140 581 581
2:00 18 14:00 147
2:15 18 14:15 177
2:30 13 14:30 175
2:45 31 80 80 14:45 164 663 663
3:00 15 15:00 140
3:15 23 15:15 154
3:30 42 15:30 177
3:45 49 129 129 15:45 149 620 620
4:00 31 16:00 189
4:15 46 16:15 158
4:30 82 16:30 188
4:45 90 249 249 16:45 153 688 688
5:00 75 17:00 213
5:15 105 17:15 165
5:30 129 17:30 146
5:45 230 539 539 17:45 115 639 639
6:00 159 18:00 112
6:15 176 18:15 111
6:30 227 18:30 130
6:45 265 827 827 18:45 79 432 432
7:00 240 19:00 108
7:15 239 19:15 92
7:30 247 19:30 80
7:45 255 981 981 19:45 82 362 362
8:00 293 20:00 75
8:15 261 20:15 66
8:30 220 20:30 64
8:45 151 925 925 20:45 62 267 267
9:00 119 21:00 61
9:15 122 21:15 54
9:30 144 21:30 51
9:45 110 495 495 21:45 59 225 225
10:00 105 22:00 54
10:15 114 22:15 44
10:30 120 22:30 30
10:45 103 442 442 22:45 39 167 167
11:00 112 23:00 30
11:15 129 23:15 39
11:30 149 23:30 27
11:45 155 545 545 23:45 29 125 125
Total Vol. 5346 5346 5343 5343
NB Combined
10689 10689
Split % 100.0% 50.0% 100.0% 50.0%
Peak Hour 7:30 7:30 16:30 16:30
Volume 1056 1056 719 719
P.H.F. 0.90 0.90 0.84 0.84
Wednesday, December 04, 2024 SC4951
ADT5 Pacific Blvd south of E 49th St.WE.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 111 of 294
CITY: Vernon PROJECT:

AM Period NB PM Period NB
0:00 16 12:00 156
0:15 17 12:15 187
0:30 7 12:30 149
0:45 22 62 62 12:45 131 623 623
1:00 27 13:00 153
1:15 19 13:15 165
1:30 20 13:30 149
1:45 14 80 80 13:45 166 633 633
2:00 21 14:00 158
2:15 19 14:15 160
2:30 24 14:30 167
2:45 25 89 89 14:45 155 640 640
3:00 19 15:00 170
3:15 27 15:15 153
3:30 32 15:30 161
3:45 48 126 126 15:45 152 636 636
4:00 41 16:00 186
4:15 46 16:15 145
4:30 59 16:30 169
4:45 94 240 240 16:45 176 676 676
5:00 70 17:00 209
5:15 100 17:15 167
5:30 129 17:30 125
5:45 234 533 533 17:45 111 612 612
6:00 132 18:00 117
6:15 178 18:15 88
6:30 220 18:30 95
6:45 281 811 811 18:45 100 400 400
7:00 242 19:00 101
7:15 244 19:15 105
7:30 263 19:30 84
7:45 240 989 989 19:45 75 365 365
8:00 239 20:00 76
8:15 220 20:15 61
8:30 196 20:30 69
8:45 202 857 857 20:45 66 272 272
9:00 139 21:00 69
9:15 130 21:15 48
9:30 109 21:30 61
9:45 111 489 489 21:45 65 243 243
10:00 120 22:00 54
10:15 119 22:15 53
10:30 106 22:30 53
10:45 123 468 468 22:45 31 191 191
11:00 129 23:00 32
11:15 144 23:15 29
11:30 134 23:30 44
11:45 168 575 575 23:45 22 127 127
Total Vol. 5319 5319 5418 5418
NB Combined
10737 10737
Split % 100.0% 49.5% 100.0% 50.5%
Peak Hour 6:45 6:45 16:30 16:30
Volume 1030 1030 721 721
P.H.F. 0.92 0.92 0.86 0.86
Thursday, December 05, 2024 SC4951
ADT5 Pacific Blvd south of E 49th St.TH.

Daily Totals
AM PM
[email protected] Tell. 714 253 7888
.
.

Item 12 Page 112 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
 Crossing Evaluation Worksheet
.
.

Item 12 Page 113 of 294
9 Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations Inventory Conditions and Prioritize Locations
Figure 3. Example crossing inventory worksheet.

Source: City of Boulder, Pedestrian Crossing Treatment Installation Guidelines (2011).

Talbert Ave Santa Cecilia Circle
yellow pedestrian stripping crosswalk
81 964
.
.

Item 12 Page 114 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
 CA MUTCD HAWK Warrant
.
.

Item 12 Page 115 of 294
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1,2, &3, as amended for use in California) Chapter 4F – Pedestrian Hybrid Beacons November 7, 2014 Part 4 – Highway Traffic Signals

Page 976 ends

Talbert and Santa Cecilia
56 .
.

Item 12 Page 116 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
 SWITRS Collision Reports
.
.

Item 12 Page 117 of 294
Case Listing

Page 27 ends

Report run on: 12/23/2024 243530 Av. 2024 Crashes in the City of Vernon, Los Angeles Co.

Total Count: 389
City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 003 Type CalTrans Dist Badge 665 Crash Date 20240318 Time 2041 Day MON Primary Crash Factor STOP SGN|SIG Violation 21453A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240405 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DUSK/DAWN Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # CR24-0455 Case ID 82356741 Primary Rd S ATLANTIC BLVD Distance(ft)30 Direction N Secondary Rd BANDINI BLVD NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - O IMP UNK IMP UNK LFT TURN W A 0800 DODGE 1999 - - N - M - 2 DRVR 28 F H HNBD PROC ST S A 0100 HYUND 2016 - 3 N - M G City VERNON County LOS ANGELES Population 1 Rpt Dist 1973 Beat 001 Type CalTrans Dist Badge 661 Crash Date 20240319 Time 1506 Day TUE Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20240402 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 33.99482 Longitude 118.23028 Local Rpt # CR24-0459 Case ID 82351942 Primary Rd S SANTA FE AVE Distance(ft)184 Direction N Secondary Rd E 53RD ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 32 F H HNBD CHANG LN N A 0100 JEEP 2018 - 3 N - M G 2 DRVR 29 M H HNBD PROC ST N C 0200 MOTO 2019 - 3 N - N - DRVR POSSIBLE 29 M 1 N - 1 City VERNON County LOS ANGELES Population 1 Rpt Dist Beat 001 Type CalTrans Dist Badge 636 Crash Date 20240320 Time 1200 Day WED Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240405 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 33.99910 Longitude 118.22528 Local Rpt # CR24-0466 Case ID 82356744 Primary Rd PACIFIC BLVD Distance(ft)16 Direction S Secondary Rd E 49TH ST NCIC 1973 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 57 M B HNBD RGT TURN S F 8800 INTER 2022 - 3 N - M G 2 PRKD 998 - PARKED - A 0100 HONDA 2003 - - N - - -
3 PRKD 998 - PARKED - A 0100 NISSA 2007 - - N - - -
4 PRKD 998 - PARKED - A 0100 HYUND 2012 - - N - - -

Page 27 of 127 ends

.
.

Item 12 Page 118 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
 CA MUTCD Traffic Signal Warrant
Worksheets
.
.

Item 12 Page 119 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

2. Is the intersection in a built-up area of isolated community of <10,000 population?  Yes  No If Question 1 or 2 above is answered "Yes", then use "80%" volume level  80%  100% WARRANT 1 - EIGHT-HOUR VEHICULAR VOLUME Applicable:  Yes  No Warrant 1 is satisfied if Condition A or Condition B is "100%" satisfied. Satisfied:  Yes  No Warrant is also satisfied if both Condition A and Condition B are "80%" satisfied.

Source: Revised from NCHRP Report 457
100 70
on Minor Street (060) (42) (56) (080)
43 55 63 78 79 76 92 82 Highest Approach 75 53
1,538 1,422 1,183 1,268 1,411 1,575 1,557 1,523 Both Approaches 750 525 900 630 on Major Street (600) (420) (720) (504)
Minimum Requirements
7:00 AM -8:00 AM
(volumes in veh/hr) (80% Shown in Brackets)
Approach Lanes 1 2 or more
Volume Level 100% 70% 100% 70%
Both Approaches
on Major Street
Highest Approach
on Minor Street
500 350
150
(120)
Approach Lanes
Volume Level
(volumes in veh/hr) (80% Shown in Brackets)
1 100% 70%
2 or more
100% 70%
Minimum Requirements
2:00 PM -3:00 PM4:00 PM6:00 PM
8292
1,557 1,523
79 3:00 PM -5:00 PM -
76 Eight Highest Hours
8:00 AM -9:00 AM12:00 PM -1:00 PM1:00 PM -2:00 PM4:00 PM -5:00 PM 1,411 1,575
78635543
7:00 AM -8:00 AM8:00 AM -9:00 AM12:00 PM -1:00 PM1:00 PM -2:00 PM2:00 PM -3:00 PM3:00 PM -4:00 PM4:00 PM -5:00 PM5:00 PM -6:00 PM 1,183 1,268 (400) (280) (480) (336) 1,538 1,422
600 420
(160) (112)
105
(84)
200 140
Vannessa Pedroza
January 9, 2025
Pacific Boulevard
49th Street
Los Angeles
Vernon
3 2
Eight Highest Hours
.
.

Item 12 Page 120 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

2. Is the intersection in a built-up area of isolated community of <10,000 population?  Yes  No If Question 1 or 2 above is answered "Yes", then use "80%" volume level  80%  100% WARRANT 2 - FOUR-HOUR VEHICULAR VOLUME Applicable:  Yes  No If all four points lie above the appropriate line, then the warrant is satisfied. Satisfied:  Yes  No * Note: 115 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 80 vph applies as the lower threshold volume threshold for a minor street approach with one lane. * Note: 80 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 60 vph applies as the lower threshold volume threshold for a minor street approach with one lane.

Source: Revised from NCHRP Report 457
Pacific Boulevard
49th Street
2:00 PM
Plot four volume combinations on the applicable figure below. 3 1,268 78
2 79
3:00 PM
Hours Street
4:00 PM - 1,557 92 5:00 PM
Street
1:00 PM -
2:00 PM -
Vernon Vannessa Pedroza
Four
Highest
Volumes
Major Minor
January 9, 2025
5:00 PM - 1,523 82 6:00 PM
Los Angeles
1,411
0 100
200
300
400
500
300 1200 2100 3000 3900 4800 5700 6600 7500 8400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MINOR STREET

HIGH VOLUME APPROACH - VPH

Item 12 Page 121 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

Record hour when criteria are fulfilled
and corresponding delay or volume
in boxes provided.

Source: Revised from NCHRP Report 457
Fulfilled?: Yes No
Volume* N/A 1649
650
Fulfilled?:
800
Yes No
*(vehicles per hour)

3. Total Entering Volume
Volume Criteria*
No. of Approaches 34
N/A 92
Approach Lanes 12
Volume Criteria* 100
Volume*
150
*(vehicles per hour)
Approach Lanes
Delay*

2. Volume on Minor Approach

0.53 N/A
Fulfilled?: Yes No
12 Delay Criteria* 4.0 5.0

1. Delay on Minor Approach
*(vehicle-hours)
Pacific Boulevard 3
Peak Hour Volumes
Unusual condition justifying
use of warrant:

N/A
4:00 PM 92 1557
Hr Begin Major St Minor St
Vernon
Los Angeles
Plot volume combination on the applicable figure below. 49th Street 2
Vannessa Pedroza
January 9, 2025
0 100
200
300
400
500
600
400 1200 2000 2800 3600 4400 5200 6000 6800 7600 8400

MINOR STREET

HIGH VOLUME APPROACH - VPH

MINOR STREET

HIGH VOLUME APPROACH - VPH

Item 12 Page 122 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

Volume Level Criteria

1. Is the critical speed of major street traffic > 70 km/h (40 mph) ?  Yes  No

Source: Revised from NCHRP Report 457
Vehicles Ped
1,538
Hours
7:00 AM -
8:00 AM 2
2 Plot four volume combinations on the figure below.

Four
Highest
Major Street
Volumes
49th Street
Vernon Vannessa Pedroza
Los Angeles January 9, 2025
Pacific Boulevard 3
Peak
Hour
7:00 AM - 1,584 8:00 AM 2
Ped
Volumes
Vehicles
5:00 PM -
6:00 PM
1,422
1,557
Ped
8:00 AM -
9:00 AM
4:00 PM -
5:00 PM
Major Street
2 0
1,523 0 0
100
200
300
400
200 900 1600 2300 3000 3700 4400 5100 5800 6500 7200 7900

MAJOR STREET

TOTAL PEDESTRIAN VOLUME - PPH

MAJOR STREET

TOTAL PEDESTRIAN VOLUME - PPH

MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
FIGURE 4C-7: Pedestrian Peak Hour
100% VOLUME FACTOR
70% VOLUME FACTOR
133*
93*
.
.

Item 12 Page 123 of 294

TRAFFIC SIGNAL WARRANT SUMMARY
City: Engineer:

County: Date:

Major Street: Lanes: Critical Approach Speed: 40 mph
Minor Street: Lanes:

1. One of the Warrant 1, Condition A (80% satisfied)
warrants Warrant 1, Condition B (80% satisfied)
to the right
is met.

2. Adequate trial of other remedial measure
has failed to reduce crash frequency.

3. Five or more reported crashes, of types susceptible to correction by signal, have occurred within a 12-month period. at 80% of volume requirements:
80 ped/hr for four (4) hours or
—
—
—
Vannessa Pedroza
January 9, 2025
Vernon
Los Angeles
Pacific Boulevard
Criteria
Warrant 4, Pedestrian Volume

Fulfilled?
Yes No

Met?
Yes
Measure tried:
—
Volume



3 49th Street 2


152 ped/hr for one (1) hour
N/A
Number of crashes per 12 months: 1
Hour No
.
.

Item 12 Page 124 of 294
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
Pacific Boulevard Crosswalk Evaluation for
HAWK Traffic Signal
Appendix
C
 Synchro Worksheets (for Delay Analysis)
.
.

Item 12 Page 125 of 294
HCM 2010 TWSC
9: Pacific Blvd & 49th St Timing Plan: AM Peak Hour
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 28 0 20 1 0 2 7 953 1 3 513 77
Future Vol, veh/h 28 0 20 1 0 2 7 953 1 3 513 77
Conflicting Peds, #/hr 0 0 0 000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - - 90 - - 75 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 222222222
Mvmt Flow 30 0 22 1028 1036 1 3 558 84
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1036 1659 321 1282 1701 519 642 0 0 1037 0 0 Stage 1 606 606 - 1053 1053 -------
Stage 2 430 1053 - 229 648 -------
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 -------
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 -------
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 243 97 576 174 91 429 581 - - 376 - - Stage 1 371 485 - 183 301 -------
Stage 2 525 301 - 691 464 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 238 95 576 165 89 429 581 - - 376 - - Mov Cap-2 Maneuver 238 95 - 165 89 -------
Stage 1 366 481 - 180 297 -------
Stage 2 515 297 - 660 460 -------
Approach EB WB NB SB
HCM Control Delay, s 17.8 18 0.1 0.1

HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 581 - - 238 576 280 376 - -
HCM Lane V/C Ratio 0.013 - - 0.128 0.038 0.012 0.009 - - HCM Control Delay (s) 11.3 - - 22.3 11.5 18 14.7 - -
HCM Lane LOS B - - C B C B - -
HCM 95th %tile Q(veh) 0 - - 0.4 0.1 0 0 - -
.
.

Item 12 Page 126 of 294
HCM 2010 TWSC
9: Pacific Blvd & 49th St Timing Plan: PM Peak Hour
Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 61 1 44 3 1 0 3 711 7 0 921 26
Future Vol, veh/h 61 1 44 3 1 0 3 711 7 0 921 26
Conflicting Peds, #/hr 0 0 0 000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - - 90 - - 75 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 222222222
Mvmt Flow 66 1 48 3 1 0 3 773 8 0 1001 28
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1331 1802 515 1184 1812 391 1029 0 0 781 0 0 Stage 1 1015 1015 - 783 783 -------
Stage 2 316 787 - 401 1029 -------
Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 -------
Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 -------
Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 163 79 432 199 78 519 379 - - 499 - - Stage 1 194 314 - 281 403 -------
Stage 2 614 401 - 546 309 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 160 78 432 174 77 519 379 - - 499 - - Mov Cap-2 Maneuver 160 78 - 174 77 -------
Stage 1 192 314 - 279 400 -------
Stage 2 607 398 - 484 309 -------
Approach EB WB NB SB
HCM Control Delay, s 31.8 33.2 0.1 0

HCM LOS D D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 379 - - 157 432 132 499 - -
HCM Lane V/C Ratio 0.009 - - 0.429 0.111 0.033 - - -
HCM Control Delay (s) 14.6 - - 44.2 14.4 33.2 0 - -
HCM Lane LOS B - - E B D A - -
HCM 95th %tile Q(veh) 0 - - 1.9 0.4 0.1 0 - -
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Item 12 Page 127 of 294
State of California

VEHICLE CODE
Section 21950.5
21950.5. (a) An existing marked crosswalk may not be removed unless notice and opportunity to be heard is provided to the public not less than 30 days prior to the scheduled date of removal. In addition to any other public notice requirements, the notice of proposed removal shall be posted at the crosswalk identified for removal. (b) The notice required by subdivision (a) shall include, but is not limited to, notification to the public of both of the following:
(1) That the public may provide input relating to the scheduled removal. (2) The form and method of providing the input authorized by paragraph (1). (Added by Stats. 2000, Ch. 833, Sec. 9. Effective January 1, 2001.)

STATE OF CALIFORNIA

AUTHENTICATED

ELECTRONIC LEGAL MATERIAL
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Item 12 Page 128 of 294

NOTICE OF PUBLIC COMMENT
Removal of Marked Crosswalk along Pacific Boulevard
at 45th, 46th, and 49th Street
NOTICE IS HEREBY GIVEN that the City of Vernon will hold a public comment period regarding the removal of the marked crosswalk along Pacific Boulevard at 45th, 46th, and 49th Street. The purpose of said public comment period is to comply with the California Vehicle Code Section 21950.5. An assessment completed by the engineering consulting firm Albert Grover & Associates (AGA) indicates minimal pedestrian demand at these intersections. To prioritize pedestrian safety, removal of the crosswalks will ensure resources are effectively allocated and will improve overall traffic flow.

All interested parties are invited to provide written comments regarding the removal of the marked crosswalks along Pacific Boulevard at 45th, 46th, and 49th Street. Your written comments can be sent to:

City of Vernon
Public Works Department
Engineering Division
4305 Santa Fe Avenue
Vernon, CA 90058
Attention: Lissette Melendez or Carlos Velazquez
You are also welcome to email your
comments to Lissette Melendez or
Carlos Velazquez at
[email protected] or
[email protected].

All written or emailed comments will
be accepted until March 12, 2026.

If you have any questions regarding
this notification, please contact the
Public Works Department at (323)
583-8811
Date Posted: February 16, 2026
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Item 12 Page 129 of 294
City Council Agenda Report
Meeting Date: March 17, 2026
From: Daniel S. Wall, P.E., Director of Public Works-City Engineer Department: Public Works
Submitted by: Lissette Melendez, Project Engineer
Subject
Consulting Services Agreement with CNS Engineers, Inc. for the Atlantic Boulevard Bridge Rehabilitation and Widening Project
Recommendation
A. Find that the proposed action is within the Initial Study/Mitigated Negative Declaration prepared for this project pursuant to the provisions under the California Environmental Quality Act (CEQA) in accordance with Section 15063 of the CEQA Guidelines; B. Find that the best interests of the City are served by a direct award of a Services Agreement to CNS Engineers, Inc., without a competitive selection process pursuant to Vernon Municipal Code Section 3.32.110 (B)(2); and
C. Approve and authorize the City Administrator to execute a Services Agreement with CNS Engineers, Inc. for the rehabilitation and widening of the Atlantic Boulevard Bridge (Federal Project No. DBPL02-5139(010)).

Background
The Atlantic Boulevard Bridge, originally constructed in 1931, is a vital regional corridor that currently carries over 50,000 vehicles daily. Due to its age and narrow pedestrian and vehicular lanes, the bridge no longer meets modern traffic demands. In November 2009, the City awarded a design and right-of-way support agreement to CNS Engineers, Inc. via Resolution No. 10,112.

While the design and right-of-way phase is nearing completion, the project has experienced delays due to the complexities of coordinating with multiple external agencies. These external entities, including the BNSF Railway Company (BNSF), the Los Angeles Department of Water and Power (LADWP), and the California Department of Transportation (Caltrans), each have independent requirements and review timelines that have exceeded the project’s original schedule.

The proposed new agreement will provide an extension and additional funding to allow CNS to:
(1) finalize the escrow and recording of easements for the LADWP and Magellan Atlantic properties; (2) execute the BNSF Railroad Construction and Management (C&M) Agreement and obtain California Public Utilities Commission (CPUC) construction permits; (3) finalize relocation plans with Southern California Edison (SCE) and Maywood Mutual Water Company #3; and (4) secure final Right-of-Way Certification and construction authorization from Caltrans.

City Attorney’s office recommended executing a new agreement since the original agreement has been in place since 2009, and the City has an updated agreement template. To remain compliant with Caltrans Local Assistance requirements, the new agreement must be approved before the expiration of Contract No. CS-0099. Therefore, pursuant to Vernon Municipal Code (VMC) Section 3.32.110(B)(2), it is in the best interest of the City to enter into a new agreement with CNS to finalize the design phase of the bridge widening project as this will allow for continuity of services and for the City to remain in compliance with Caltrans Local Assistance requirements.

Pursuant to VMC Section 3.32.030(A), City Council approval is required for contracts with a total lifetime value exceeding $100,000. This new agreement replaces the expiring Contract No. CS- .
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Item 13 Page 1 of 32
0099, formalizes the transfer of the remaining $267,935.01 balance, and adds $86,760.81 in additional funding for a total not-to-exceed amount of $354,695.82.

The services agreement has been reviewed and approved as to form by the City Attorney’s office.

Fiscal Impact
The fiscal impact is not-to-exceed $354,697. Sufficient funds are available in General Fund, Federal Grants, Street Operations Division, Capital Outlay Account No. 011-595-430-660000 for the current fiscal year. The current balance of $267,935.01 from Contract No. CS-0099 will be transferred to the new agreement.

Attachments

1. Services Agreement - CNS
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Item 13 Page 2 of 32

SERVICES AGREEMENT BETWEEN THE CITY OF VERNON AND CNS
ENGINEERS, INC. FOR THE DESIGN OF THE REHABILITATION OF THE ATLANTIC BLVD. BRIDGE OVER THE LOS ANGELES RIVER

COVER PAGE
Contractor:

Responsible Principal of Contractor:

Notice Information - Contractor:

Manager/Principal
Notice Information - City:

Commencement Date:

Termination Date:

Consideration:

Records Retention Period
CNS Engineers, Inc.

James Lu, P.E., S.E., Project
Manager/Principal
CNS Engineers, Inc.
11870 Pierce Street, Suite 3265
Riverside, CA 92505
Attention: James Lu, P.E., Project
Email: [email protected]
City of Vernon
4305 Santa Fe Avenue
Vernon, CA 90058
Attention: Daniel Wall, P.E.

Director of Public Works
Telephone: (323) 583-8811 ext. 305
January 1, 2026
December 31, 2028
Total not to exceed $354,697.00
(includes all applicable sales tax); and
more particularly described in Exhibit B
Three (3) years, pursuant to Section

11.20 .
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CNS Engineers, Inc.

Services Agreement

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______________________

SERVICES AGREEMENT BETWEEN THE CITY OF VERNON AND CNS
ENGINEERS, INC. FOR THE DESIGN OF THE REHABILITATION OF THE ATLANTIC BLVD. BRIDGE OVER THE LOS ANGELES RIVER
This Agreement is made between the City of Vernon, a California charter City and California municipal corporation (“City”), and CNS Engineers, Inc., a California corporation (“Contractor”).

The City and Contractor agree as follows:

1.0 EMPLOYMENT OF CONTRACTOR. City agrees to engage Contractor to perform the services as hereinafter set forth as authorized by the City Council on March 17, 2026.

2.0 SCOPE OF SERVICES.

2.1 Contractor shall perform all work necessary to complete the services set forth Contractor's proposal to the City ("Proposal") dated December 10, 2025, Exhibit “A”, a copy which is attached to and incorporated into this Agreement by reference.

2.2 All services shall be performed to the satisfaction of City.

2.3 All services shall be performed in a competent, professional, and satisfactory manner in accordance with the prevailing industry standards for such services.

3.0 PERSONNEL.

3.1 Contractor represents that it employs, or will employ, at its own expense, all personnel required to perform the services under this Agreement.

3.2 Contractor shall not subcontract any services to be performed by it under this Agreement without prior written approval of City.

3.3 All of the services required hereunder will be performed by Contractor or by City approved subcontractors. Contractor, and all personnel engaged in the work, shall be fully qualified and authorized or permitted under State and local law to perform such services and shall be subject to approval by the City. .
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4.0 TERM. The term of this Agreement shall commence on January 1, 2026, and it shall continue until December 31, 2028, unless terminated at an earlier date pursuant to the provisions thereof.

5.0 COMPENSATION AND FEES.

5.1 Contractor has established rates for the City of Vernon which are comparable to and do not exceed the best rates offered to other governmental entities in and around Los Angeles County for the same services. For satisfactory and timely performance of the services, the City will pay Contractor in accordance with the payment schedule set forth in Exhibit “B” attached hereto and incorporated herein by reference.

5.2 Contractor's grand total compensation for the entire term of this Agreement, shall not exceed $354,697.00 without the prior authorization of the City, as appropriate, and written amendment of this Agreement.

5.3 Contractor shall, at its sole cost and expense, furnish all necessary and incidental labor, material, supplies, facilities, equipment, and transportation which may be required for furnishing services pursuant to this Agreement. Materials shall be of the highest quality. The above Agreement fee shall include all staff time and all clerical, administrative, overhead, insurance, reproduction, telephone, air travel, auto rental, subsistence, and all related costs and expenses.

5.4 City shall reimburse Contractor only for those costs or expenses specifically approved in this Agreement, or specifically approved in writing in advance by City. Unless otherwise approved, such costs shall be limited and include nothing more than the following costs incurred by Contractor:

5.4.1 The actual costs of subcontractors for performance of any of the services that Contractor agrees to render pursuant to this Agreement, which have been approved in advance by City and awarded in accordance with this Agreement.

5.4.2 Approved reproduction charges.

5.4.3 Actual costs and/or other costs and/or payments specifically authorized in advance in writing and incurred by Contractor in the performance of this Agreement.
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CNS Engineers, Inc.

Services Agreement

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5.5 Contractor shall not receive any compensation for extra work performed without the prior written authorization of City. As used herein, “extra work” means any work that is determined by City to be necessary for the proper completion of the Project, but which is not included within the Scope of Services and which the parties did not reasonably anticipate would be necessary at the time of execution of this Agreement. Compensation for any authorized extra work shall be paid in accordance with the payment schedule as set forth in Exhibit “B,” if the extra work has been approved by the City.

5.6 Licenses, Permits, Fees, and Assessments. Contractor shall obtain, at Contractor’s sole cost and expense, such licenses, permits, and approvals as may be required by law for the performance of the services required by this Agreement.

Contractor shall have the sole obligation to pay for any fees, assessments, and taxes, plus applicable penalties and interest, which may be imposed by law and which arise from or are necessary for the performance of the Services by this Agreement.

6.0 PAYMENT.

6.1 As scheduled services are completed, Contractor shall submit to the City an invoice for the services completed, authorized expenses, and authorized extra work actually performed or incurred according to said schedule.

6.2 Each such invoice shall state the basis for the amount invoiced, including a detailed description of the services completed, the number of hours spent, reimbursable expenses incurred and any extra work performed.

6.3 Contractor shall also submit a progress report with each invoice that describes in reasonable detail the services and the extra work, if any, performed in the immediately preceding calendar month.

6.4 Contractor understands and agrees that invoices which lack sufficient detail to measure performance will be returned and not processed for payment.

6.5 City will pay Contractor the amount invoiced within thirty (30) days after the City approves the invoice.

6.6 Payment of such invoices shall be payment in full for all services, .
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______________________
authorized costs, and authorized extra work covered by that invoice.

7.0 CITY'S RESPONSIBILITY. City shall cooperate with Contractor as may be reasonably necessary for Contractor to perform its services; and will give any required decisions as promptly as practicable so as to avoid unreasonable delay in the progress of Contractor's services.

8.0 COORDINATION OF SERVICES. Contractor agrees to work closely with City staff in the performance of Services and shall be available to City’s staff, consultants, and other staff at all reasonable times.

9.0 INDEMNITY. Contractor agrees to indemnify City, its officers, elected officials, employees and agents against, and will hold and save each of them harmless from, any and all actions, suits, claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities (herein “claims or liabilities”), including but not limited to professional negligence, that may be asserted or claimed by any person, firm or entity arising out of or in connection with the work, operations or activities of Contractor, its agents, employees, subcontractors, or invitees, provided for herein, or arising from the acts or omissions of Contractor hereunder, or arising from Contractor’s performance of or failure to perform any term, provision, covenant or condition of this Agreement, except to the extent such claims or liabilities arise from the gross negligence or willful misconduct of City, its officers, elected officials, agents or employees.

10.0 INSURANCE. Contractor shall procure and maintain for the duration of the Agreement insurance against claims for injuries to persons or damage to property that may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representative, or employees. The policies shall state that they afford primary coverage.

10.1 Automobile Liability Insurance – Primary insurance coverage shall be written on ISO Business Auto coverage form for all owned, hired, and non-owned automobiles or any auto. The policy shall have a combined single limit of not less than one million dollars ($1,000,000). If Contractor is transporting one or more nonemployee passengers in the performance of the services, the automobile liability policy .
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CNS Engineers, Inc.

Services Agreement

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______________________
shall have a combined single limit of two million dollars ($2,000,000). If Contractor owns no autos, a hired, non-owned auto endorsement to the General Liability policy is acceptable.

10.1.1 Contractor agrees to subrogate automobile liability resulting from performance under this agreement by agreeing to defend, indemnify, and hold harmless, the City, and its respective employees, agents, and City Council from and against all claims, liabilities, suits, losses, damages, injuries and expenses, including all costs and reasonable attorney’s fees (“Claims”), which are attributable to any act or omission by the Contractor under the performance of the services. The City of Vernon, its directors, commissioners, officers, employees, agents, and volunteers must be endorsed on the policy as additional insureds and, under the Contractors’ policy, there shall be a waiver of subrogation, and the policy shall be primary and non-contributory and will not seek contribution from the City’s insurance.

10.2 Commercial General Liability Insurance – Contractor shall carry General Liability Insurance covering all operations performed by or on behalf of the Contractor providing coverage for bodily injury and property damage with a single limit of not less than one million dollars ($1,000,000) per occurrence and two million dollars ($2,000,000) general aggregate limit written on an Insurance Services Office (ISO) Comprehensive General Liability "occurrence" Form CG 00 01 or its equivalent for coverage on an occurrence basis. The City of Vernon, its directors, commissioners, officers, employees, agents, and volunteers must be endorsed on the policy as additional insureds with respect to liability arising out of the Contractor's performance of this Agreement. The additional insured coverage under the Contractor’s policy shall be primary and non-contributory and will not seek contribution from the City’s insurance.

The policy shall be endorsed to include a waiver of subrogation. .
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Services Agreement

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______________________

10.2.1 If Contractor intends to employ other contractors as part of the services rendered, the City must approve and will establish the appropriate insurance requirements.

10.2.2 Contractor agrees to subrogate General Liability resulting from performance under this agreement by agreeing to defend, indemnify, and hold harmless, the City, and its respective employees, agents, and City Council from and against all claims, liabilities, suits, losses, damages, injuries and expenses, including all costs and reasonable attorney’s fees (“Claims”), which are attributable to any act or omission by the Contractor under the performance of the services.

10.3 Professional Errors and Omissions Coverage in a sum of not less than one million dollars ($1,000,000), where such risk is applicable. Applicable aggregate must be identified and claims history provided to determine amounts remaining under the aggregates. Contractor shall maintain such coverage for at least one (1) year after the termination of this agreement.

10.4 Umbrella Liability Insurance – An umbrella (over primary) may be used to comply with limits or other primary coverage requirements. When used, the umbrella policy shall apply to bodily injury/property damage and personal injury/advertising injury and shall include a “dropdown” provision providing primary coverage for any liability not covered by the primary policy. The umbrella policy shall have no additional exclusion or coverage difference from the primary policy. The coverage shall also apply to automobile liability.

10.5 Workers’ Compensation/Employers Liability - Contractor shall comply with the applicable sections of the California Labor Code concerning workers' compensation for injuries on the job. Compliance is accomplished in one of the following manners:

10.5.1 Provide a copy of the permissive self-insurance certificate approved by the State of California; or

10.5.2 Secure and maintain in force a policy of workers' compensation insurance with statutory limits and Employer's Liability Insurance .
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Services Agreement

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with a limit of one million dollars ($1,000,000) per accident. The policy shall be endorsed to waive all rights of subrogation against City, its directors, commissioners, officers, employees, and volunteers for losses arising from performance of this Agreement or

10.5.3 If Contractor has no employees, it may certify or warrant to the City that it does not currently have any employees or individuals who are defined as “employees” under the Labor Code, and the requirement for Workers’ Compensation coverage will be waived by completing the waiver form provided by the City.

10.7 Each insurance policy included in this clause shall be endorsed to state that coverage shall not be cancelled except after thirty (30) days prior written notice to City.

Item 13 Page 10 of 32
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Services Agreement

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______________________
collection rights for premiums, attorney's fees, and costs against Contractor by way of set-off or recoupment from sums due to Contractor, at City's option; (b) immediately terminate this Agreement and seek damages from the Agreement resulting from said breach; or (c) self-insure the risk, with all damages and costs incurred, by judgment, settlement or otherwise, including attorney's fees and costs, being collectible from Contractor, by way of set-off or recoupment from any sums due to Contractor.

11.0 GENERAL TERMS AND CONDITIONS.

11.1 INDEPENDENT CONTRACTOR.

11.2 CONTRACTOR NOT AGENT. Except as the City may authorize .
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in writing, Contractor and its subcontractors shall have no authority, express or implied, to act on behalf of or bind the City in any capacity whatsoever as agents or otherwise.

11.3 OWNERSHIP OF WORK. All documents and materials furnished by the City to Contractor shall remain the property of the City and shall be returned to the City upon termination of this Agreement. All reports, drawings, plans, specifications, computer tapes, floppy disks and printouts, studies, memoranda, computation sheets, and other documents prepared by Contractor in furtherance of the work shall be the sole property of City and shall be delivered to City whenever requested at no additional cost to the City. Contractor shall keep such documents and materials on file and available for audit by the City for at least three (3) years after completion or earlier termination of this Agreement. Contractor may make duplicate copies of such materials and documents for its own files or for such other purposes as may be authorized in writing by the City.

Item 13 Page 12 of 32
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______________________
of any of its obligations or agreements shall in no way be deemed a waiver of those rights to require such performance or compliance. No waiver of any provision of this Agreement shall be effective unless in writing and executed by a duly authorized representative of the party against whom enforcement of a waiver is sought.

11.7 SUCCESSORS. This Agreement shall inure to the benefit of, and shall be binding upon, the parties hereto and their respective heirs, successors, and/or assigns.

11.11 INTERPRETATION.

Item 13 Page 13 of 32
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______________________
State of California shall have exclusive jurisdiction over all controversies and disputes arising hereunder, and submits to the jurisdiction thereof.

11.11.2 Entire Agreement. This Agreement, including any exhibits attached hereto, constitutes the entire agreement and understanding between the parties regarding its subject matter and supersedes all prior or contemporaneous negotiations, representations, understandings, correspondence, documentation, and agreements (written or oral).

There shall be no presumption or burden of proof favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement.

11.12 TIME OF ESSENCE. Time is strictly of the essence of this agreement and each and every covenant, term, and provision hereof.

11.13 AUTHORITY OF CONTRACTOR. The Contractor hereby
represents and warrants to the City that the Contractor has the right, power, legal .
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______________________
capacity, and authority to enter into and perform its obligations under this Agreement, and its execution of this Agreement has been duly authorized.

11.14 ARBITRATION OF DISPUTES. Any dispute for under $25,000 arising out of or relating to the negotiation, construction, performance, non-performance, breach, or any other aspect of this Agreement, shall be settled by binding arbitration in accordance with the Commercial Rules of the American Arbitration Association at Los Angeles, California and judgment upon the award rendered by the Arbitrators may be entered in any court having jurisdiction thereof. The City does not waive its right to object to the timeliness or sufficiency of any claim filed or required to be filed against the City and reserves the right to conduct full discovery.

If to the City:

City of Vernon
Attention: Daniel Wall, P.E., Director of Public Works
4305 Santa Fe Avenue
Vernon, CA 90058
If to the Contractor:

CNS Engineers, Inc.

Attention: James Lu, P.E., S.E, President
11870 Pierce Street, Suite 265
Riverside, CA 92505
Any such notice shall be deemed to have been given upon delivery, if personally delivered, or, if mailed, upon receipt, or upon expiration of three (3) business days from the date of posting, whichever is earlier. Either party may change the address at which it desires to receive notice upon giving written notice of such request to the other party.

11.16 NO THIRD PARTY RIGHTS. This Agreement is entered into for the sole benefit of City and Contractor and no other parties are intended to be direct or .
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incidental beneficiaries of this Agreement and no third party shall have any right or remedy in, under, or to this Agreement.

11.17 TERMINATION FOR CONVENIENCE (Without Cause). City may terminate this Agreement in whole or in part at any time, for any cause or without cause, upon fifteen (15) calendar days' written notice to Contractor. If the Agreement is thus terminated by City for reasons other than Contractor's failure to perform its obligations, City shall pay Contractor a prorated amount based on the services satisfactorily completed and accepted prior to the effective date of termination. Such payment shall be Contractor's exclusive remedy for termination without cause.

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and satisfactory manner, and (2) costs incurred by the City in obtaining substitute performance. If this Agreement is terminated as provided herein, City may require, at no additional cost to City, that Contractor provide all finished or unfinished documents, data, and other information of any kind prepared by Contractor in connection with the performance of Services under this Agreement. Contractor shall be required to provide such document and other information within fifteen (15) days of the request.

11.20 MAINTENANCE AND INSPECTION OF RECORDS.

The Contractor shall maintain and preserve all such records for a period of at least three (3) years after termination of the Agreement.

The Contractor shall maintain all such records in the City of Vernon.

11.22 HEADINGS. Paragraphs and subparagraph headings contained in this Agreement are included solely for convenience and are not intended to modify, .
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explain or to be a full or accurate description of the content thereof and shall not in any way affect the meaning or interpretation of this Agreement.

Contractor further agrees to comply with The Equal Employment Opportunity Practices provisions as set forth in Exhibit “C”.
[Signatures Begin on Next Page].
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Vernon City CouncilMarch 17, 2026

Vernon City Council
March 17, 2026