Agenda packet — Orange City Council, June 10, 2025 (part 1 of 4)

Tom Kisela
City Manager
Wayne Winthers
Interim City Attorney
Pamela Coleman
City Clerk

DAN SLATER
Mayor

DENIS BILODEAU
Mayor pro tem, District 4

ARIANNA BARRIOS
Councilmember, District 1

JON DUMITRU
Councilmember, District 2

KATHY TAVOULARIS
Councilmember, District 3

ANA GUTIERREZ
Councilmember, District 5

JOHN GYLLENHAMMER
Councilmember, District 6
AGENDA
City Council
June 10, 2025
6:00 PM Regular Session
City Council Chamber
300 E. Chapman Avenue
Orange, CA 92866
Teleconference Location
Cincinnati Airport Marriott
M Club Lounge
2395 Progress Drive
Hebron, KY 41048
The City of Orange City Council welcomes you to this meeting and encourages your participation. Regular City Council meetings are held on the second and fourth Tuesday of each month at 6:00 p.m.

Agenda Information
The agenda contains a brief general description of each item to be considered. The City Council may take legislative action deemed appropriate with respect to the item and is not limited to the recommended action indicated in staff reports or the agenda. The agenda and supporting documentation is available after 4:00 p.m. on the Thursday prior to the Council meeting on the City's website at www.cityoforange.org, at the City Clerk's Office located at 300 E. Chapman Avenue, and at the Main Public Library located at 407 E. Chapman Avenue. Written materials relating to an item on the agenda that are provided to the City Council after agenda packet distribution and within 72 hours before Council is to consider the item will be made available for public inspection in the City Clerk’s Office during normal business hours; at the City Council meeting; and made available on the City's website.

Public Participation
Regular meetings are televised live on Spectrum Cable Channel 3 and AT&T U-verse Channel 99, and streamed live and on-demand on the City's website at www.cityoforange.org.

Pursuant to Government Code Section 54954.3, members of the public may address the City Council on any agenda item before or during Council’s consideration of the item, and on any other matters within the City Council’s jurisdiction by using any of the following methods:
1) In-Person
To speak on an item on the agenda, complete a speaker card indicating your name, address, and identify the agenda item number or subject matter you wish to address. The card should be given to the City Clerk prior to the start of the meeting. General comments are received during the “Public Comments” section at the beginning of the Regular Session. No action may be taken on off-agenda items unless authorized by law.

Public Comments are limited to three (3) minutes per speaker unless a different time limit is announced. It is requested that you state your name for the record, then proceed to address the City Council. All speakers

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1 City Council Agenda June 10, 2025
shall observe civility, decorum, and good behavior.
2) Written Public Comments via eComment
Members of the public can submit their written comments electronically for City Council consideration by using the eComment feature on the Agenda page of the City's website at www.cityoforange.org. To ensure distribution to the City Council prior to consideration of the agenda, we encourage the public to submit written comments by 3:00 p.m. the day of the meeting. All written comments will be provided to the Council for consideration and posted on the City’s website after the meeting. 3) Public Comments via recorded voicemail message
Finally, the public can record their comments by calling (714) 744-2234 no later than 3:00 p.m. the day of the meeting. Recorded messages will not be played at the meeting, but will be provided to the Council.

In accordance with Ordinance No. 10-01, any person making personal, impertinent, slanderous or profane remarks or who becomes boisterous while addressing the Council shall be called to order by the Mayor. If such conduct continues, the Mayor may order the person barred from addressing the City Council further during that meeting, unless permission to continue is granted by a majority vote of the Council.

Please contact the City Clerk’s Office at (714) 744-5500 with any questions.

ADA Requirements: In compliance with the Americans with Disabilities Act, if you need accommodations to participate in this meeting, please contact the City Clerk's office at (714) 744-5500. Notification at least 48 hours in advance of meeting will enable the City to make arrangements to assure accessibility to this meeting.

REMINDER: Please silence all electronic devices while City Council is in session.

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2 City Council Agenda June 10, 2025
6:00 PM REGULAR SESSION

1. OPENING/CALL TO ORDER

1.1 INVOCATION
Pastor Thomas Mattson, Friends Church

1.2 PLEDGE OF ALLEGIANCE
Mayor Pro Tem Bilodeau

1.3 ROLL CALL

1.4 PRESENTATIONS/ANNOUNCEMENTS

1.5 REPORT ON CLOSED SESSION ACTIONS

2. PUBLIC COMMENTS
At this time, members of the public may address the Council on matters not listed on the agenda within the subject matter jurisdiction of the City Council, provided that NO action may be taken on off-agenda items unless authorized by law. Public Comments are limited to three (3) minutes per speaker unless a different time limit is announced.

3. CONSENT CALENDAR
All items on the Consent Calendar are considered routine and are enacted by one motion approving the recommended action listed on the Agenda. Any member of the City Council, staff, or the public may request an item be removed from the Consent Calendar for discussion or separate action. Unless otherwise specified in the request to remove an item from the Consent Calendar, all items removed shall be considered immediately following action on the remaining items on the Consent Calendar.

3.1. Waive reading in full of all ordinances on the Agenda.

Approve.

Recommended Action:

Attachments: Staff Report

3.2. Confirmation of accounts payable warrant registers dated May 1, 8, 15, 22, and 29, 2025 and payroll check warrants dated May 9 and 23, 2025.

Ratify the accompanying registers.

Recommended Action:

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3 City Council Agenda June 10, 2025
Staff Report
May 9, 2025 Payroll Warrant Information
May 23, 2025 Payroll Warrant Information
May 1, 2025 Warrant Writing Register
May 8, 2025 Warrant Writing Register
May 15, 2025 Warrant Writing Register
May 22, 2025 Warrant Writing Register
May 29, 2025 Warrant Writing Register
Attachments:

3.3. Agreement with All City Management Services, Inc. for Crossing Guard Services including revised school crossing guard locations and procedures for location modification.

1. Approve staffing of school crossing guards at 17 locations identified in the attached Crossing Guard Locations List.

2. Require any changes to school crossing guard locations to be reviewed, determined, and documented by the Public Works Department.

3. Approve the agreement with All City Management Services, Inc. in the amount of $454,949, representing the cost of crossing guard services of $413,590, plus a 10% contingency of $41,359; and authorize the Mayor and City Clerk to execute on behalf of the City.

Recommended Action:

Staff Report
Agreement with ACMS
November 12, 2024 Staff Report Awarding Crossing Guard Study Contract
Crossing Guard Study Report
Summary of Study Locations by Tier
Proposed Crossing Guard Location List
Attachments:

3.4. Agreement with Turboscape, Inc. for annual replenishment of certified engineered wood chips to maintain safe fall zones in City tot lots (playgrounds).

Approve the agreement with Turboscape, Inc. in the amount of $140,000 for annual replenishment of certified engineered tot-lot wood chips; and authorize the Mayor and City Clerk to execute on behalf of the City.

Recommended Action:

Staff Report
Agreement with Turboscape, Inc.

Attachments:

3.5. First Amendment to Agreement with Bio Aquatics Lake Management LLC, for continued lake, pond, and stream maintenance services at Eisenhower Park.

Recommended Action:

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4 City Council Agenda June 10, 2025
Approve the First Amendment to the agreement with Bio Aquatics Lake Management LLC in the amount of $40,040 for continued lake, pond, and stream maintenance services at Eisenhower Park for Fiscal Year 2025-26; and authorize the Mayor and City Clerk to execute on behalf of the City.

Staff Report
First Amendment to Agreement with Bio Aquatics Lake Management LLC
Attachments:

3.6. Agreement with Doerschel and Associates, LLC for TV and AV Production Support.

Approve the agreement with Doerschel and Associates, LLC in the amount of $354,780 for Television and Audio-Visual Production Support Services; and authorize the Mayor and City Clerk to execute on behalf of the City.

Recommended Action:

Staff Report
Agreement with Doerschel & Associates
Attachments:

3.7. First Amendment to Agreement with Academy Electric, Inc. for additional electrical repairs and maintenance at park facilities in an amount of $20,000.

Approve the First Amendment with Academy Electric, Inc. in the amount of $20,000 for additional electrical repairs and maintenance; and authorize the Mayor and City Clerk to execute on behalf of the City.

Recommended Action:

Staff Report
First Amendment to the Agreement with Academy Electric Inc.

Attachments:

3.8. Agreement with AGA Engineers, Inc. for on-call signal timing and traffic engineering services.

Approve the agreement with AGA Engineers, Inc. in the amount of $60,000 for on-call signal timing and traffic engineering services; and authorize the Mayor and City Clerk to execute on behalf of the City.

Recommended Action:

Staff Report
Agreement with AGA Engineers, Inc.

Attachments:

3.9. Second Amendment to Agreement with LSL, LLP for annual financial audit and reporting services and a one-year term extension.

Approve the second amendment to agreement with LSL, LLP to initiate a second extension year and the additional of services for the preparation and submission of the Annual Comprehensive Financial Report (ACFR) and the State Controller’s Report and Recommended Action:

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5 City Council Agenda June 10, 2025
authorize the Mayor and the City Clerk to execute on behalf of the City.

Staff Report
Second Amendment to Agreement with LSL, LLP
Attachments:

3.10. Agreement with South Coast Automation Systems, Inc. for the technical support services to the Supervisory Control and Data Acquisition system.

Approve the agreement with South Coast Automation Systems, Inc. in the amount of $225,000.00 for Technical Support Services to the Supervisory Control and Data Acquisition system; and authorize the Mayor and City Clerk to execute on behalf of the City.

Recommended Action:

Staff Report
Agreement with South Coast Automation Systems
Rating Summation
Attachments:

3.11. Appropriation of $40,088 from Fund 553, City Infrastructure Bond for the Fire Station Alert System Replacement project conducted at Fire Stations 2 through 8.

Authorize the appropriation of $40,088 from Fund 553, City Infrastructure Bond unreserved fund balance to expenditure account 553.3021.56015.20535, Fire Station Alert System Replacement.

Recommended Action:

Attachments: Staff Report

3.12. Approval of plans and specifications for Bridge Preventive Maintenance/Repair; authorization to advertise for Bid No. 24-25.23 (SP-3880); and finding of California Environmental Quality Act exemption.

1. Approve the plans and specifications and authorize advertising for Bid No. 24-

25.23, Bridge Preventive Maintenance/Repair.

2. Find that the proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) per State CEQA Guidelines 15301 (Class 1(c) - Existing Facilities).

Recommended Action:

Staff Report
Location Map
Attachments:

3.13. Award of Contract to Deark E&C, Inc. for Construction of Hart Park Pickleball and Fitness Circuit Site, Bid No. 24-25.05; approve a purchase order with Shade Systems, Inc.; and finding of CEQA Exemption.

Recommended Action:

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6 City Council Agenda June 10, 2025

1. Approve the contract with Deark E&C, Inc. in the amount of $2,351,800 for the Hart Park Pickleball and Fitness Circuit project (20315); and authorize the Mayor and City Clerk to execute on behalf of the City.

2. Approve a purchase order in the amount of $120,311.66 with Shade Systems, Inc. for purchase of two shade structures.

3. Authorize the appropriation of $110,000 from the Park Acquisition (Infill) (510) unreserved fund balance to account 510.7021.56020.20315 - CIP - Hart Park Pickleball & Fitness Circuit project.

4. Find that the proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) per State CEQA Guidelines 15332 (In-Fill Development).

Staff Report
Attachment 1 - Hart Park Conceptual Plan nb edit2
Attachment 2 - Contract with Deark E&C, Inc
Attachment 3 - Sales Order with Shade Systems, Inc
Attachments:

3.14. Award of Contract to R.E Chaffee Construction, Inc. for the Dog Park at Yorba Park improvements, and finding of CEQA exemption (Bid No. 24-25.12).

1. Approve the agreement with R.E Chaffee Construction, Inc. in the amount of $233,200 for the Yorba Dog Park Improvements project (20521); and authorize the Mayor and City Clerk to execute on behalf of the City.

2. Authorize the appropriation of $115,000 from the Park Acquisition (Infill) (510) unreserved fund balance to account 510.7021.56020.20521 - CIP - Building and Improvements.

3. Find that the proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) per State CEQA Guidelines 15331 (Existing Facilities)
Recommended Action:

Staff Report
Contract with R.E Chaffee Construction Inc
Attachments:

3.15. Authorize purchase of Police Department uniforms from Galls, LLC.

Approve the purchase of Police Department uniforms from Galls, LLC for $130,000.

Recommended Action:

Staff Report
Galls Master Agreement No. 106-498488
Attachments:

3.16. Authorize purchase of replacement computers from CPAC, Inc.

Approve the purchase of laptop and desktop computers from CPAC, Inc. for $603,855.06.

Recommended Action:

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7 City Council Agenda June 10, 2025
Staff Report
CPAC quote
Attachments:

3.17. Authorize purchase of materials and supplies for water maintenance operations from various vendors.

Approve the purchase orders of miscellaneous materials and supplies from multiple vendors for a total of $1,720,000.

Recommended Action:

Attachments: Staff Report

3.18. Authorize purchase of opioid trauma kits for the Police Department from High Threat Innovations, LLC as a sole source vendor.

1. Approve the sole source purchase of opioid trauma kits from High Threat Innovations, LLC for $50,912.

2. Authorize the appropriation of $50,912 from the Opioid Settlement Fund (126) unreserved fund balance to: 126.4011.53940.00000 Safety Equipment Recommended Action:

Staff Report
High Threat Innovations, LLC Quote
Attachments:

3.19. Adoption of Resolution No. 11612 approving the City’s application, projects, and all other documents related to the Environmental Protection Agency Brownfield Assessment Coalition Grant.

Adopt Resolution No. 11612. A Resolution of the City Council of the City of Orange, California, approving the City’s application, projects, and all other documents necessary to facilitate the United States Environmental Protection Agency Brownfield Assessment Coalition Grant secured through the Orange County Council of Governments.

Recommended Action:

Staff Report
Resolution No. 11612
Cooperative Agreement
Brownfield Letter of Committment
Memorandum of Agreement
Grijalva Park Masterplan Update Scope of Work
Yorba Park Market Feasibility Report
Attachments:

END OF CONSENT CALENDAR
* * * * * * * *

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8 City Council Agenda June 10, 2025

4. REPORTS FROM MAYOR SLATER

4.1. Mayor Pro tem term

5. REPORTS FROM COUNCILMEMBERS
An opportunity for Councilmembers to make a brief announcement, report, or request.

Pursuant to Government Code Section 54954.2(a)(3), no action(s) or discussion(s) shall be undertaken on any item not appearing on the posted agenda.

6. AB 1234 REPORTS
This is the time for all AB 1234 reports required pursuant to Government Code Section 53232.3(d) on meetings and conferences attended at the City's expense.

7. REPORTS FROM BOARDS, COMMITTEES, AND COMMISSIONS

7.1. Appointment to the Park Planning and Community Events Commission and Investment Advisory Committee.

Confirm Mayor Slater’s recommendation to appoint Brandy Romero to the Park Planning and Community Events Commission for a four-year term ending on June 30, 2029; and Adam Carr to the Investment Advisory Committee for a two-year term ending on June 30, 2027.

Recommended Action:

Attachments: Staff Report

7.2. Audit Advisory Committee Financial Analysis Report Receive and file.

Recommended Action:

Staff Report
Audit Advisory Committee Financial Review
Attachments:

8. REPORTS FROM CITY MANAGER

9. PUBLIC HEARINGS

9.1. Public hearing and reporting on City of Orange vacancies pursuant to Government Code 3502.3.

1. Conduct and close Public Hearing.

2. Receive and file report of City vacancies, recruitment and retention efforts.

Recommended Action:

Staff Report
Vacancy Report by Bargaining Group with Classifications Attachments:

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9 City Council Agenda June 10, 2025

9.2. Public Hearing to consider approval of the Landscape Maintenance Assessment District 94-1 (Sycamore Crossing) Final Engineer’s Report for Fiscal Year 2025-2026. Resolution No. 11615.

1. Conduct and close Public Hearing.

2. Adopt Resolution No. 11615. A Resolution of the City Council of the City of Orange approving the Engineer’s Report and providing for the annual assessment for Landscape Maintenance Assessment District 94-1 (Sycamore Crossing).

3. Establish the assessment for Fiscal Year 2025-2026 for Landscape Maintenance Assessment District 94-1 (Sycamore Crossing) at $293.08 per single family unit per year.

Recommended Action:

Staff Report
Resolution No. 11615
Final Engineer's Report LMD 94-1 FY 2025-26
Attachments:

9.3. Public Hearing to consider approval of the Landscape Maintenance Assessment Districts 86-2 (Santiago Hills), and 15-1 (Santiago Hills Overlay) Final Engineer’s Reports for Fiscal Year 2025-2026. Resolution No. 11614.

1. Conduct and close Public Hearing.

2. Adopt Resolution No. 11614. A Resolution of the City Council of the City of Orange approving the Engineer’s Reports and providing for the annual assessment for Landscape Maintenance Assessment Districts 86-2 (Santiago Hills) and 15-1 (Santiago Hills Overlay).

3. Establish the assessment per single family detached unit per year for Fiscal Year 2025-2026 for Landscape Maintenance Assessment Districts 86-2 (Santiago Hills) and 15-1 (Santiago Hills Overlay) at $369.44 and $279.30 respectively for single family detached, and $221.66 and $198.31 respectively for condominiums.

Recommended Action:

Staff Report
Resolution No. 11614
Final Engineer's Report LMD 86-2 FY 2025-26
Final Engineer's Report LMD 15-1 2025-26
Attachments:

9.4. Public Hearing to consider introduction and First Reading of Ordinance No. 11-25 establishing Single Room Occupancy housing as a permitted land use for certain qualifying properties and a finding of CEQA exemption.

1. Conduct and close the Public Hearing.

2. Introduce and conduct First Reading of Ordinance No. 11-25. An Ordinance of the City Council of the City of Orange amending Title 17 of the Orange Municipal Code to allow Single-Room Occupancy housing as a permitted use in certain zoning Recommended Action:

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10 City Council Agenda June 10, 2025
districts and related definitions and development standards.

3. Find the ordinance categorically exempt from the California Environmental Quality Act (CEQA) per State CEQA Guidelines Sections 15061(b)(3) and 15378.

Staff Report
Attachment 1 - Ordinance No. 11-25
Attachment 2 - Planning Commission Resolution No. PC 16-24 Attachment 3 - Planning Commission Staff Report, April 21, 2025 Attachment 4 - Planning Commission Minutes, April 21, 2025 Attachment 5 - Map of Eligible Properties for SRO Conversion Attachment 6 - Police Department Report of Hotel Calls for Service Attachments:

9.5. Public Hearing to consider introduction and First Reading of Ordinance No. 08-25 amending provisions in Title 17 of the Orange Municipal Code (Zoning Ordinance) relating to the number of chickens allowed on residential properties and setback requirements.

Continue the Public Hearing to the June 24, 2025, Regular City Council Meeting.

Recommended Action:

Attachments: Staff Report

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11 City Council Agenda June 10, 2025

10. LEGAL AFFAIRS

10.1. Introduction and first reading of Ordinance No. 10-25 containing administrative updates to various sections of Title 13 of the Orange Municipal Code.

Introduce and conduct First Reading of Ordinance No. 10-25. An Ordinance of the City Council of the City of Orange amending various sections in Title 13 of the Orange Municipal Code to update references to conform with current law and code provisions.

Recommended Action:

Staff Report
Ordinance No. 10-25
OMC Title 13 Revisions REDLINED
Attachments:

10.2. Introduction and First Reading of Ordinance No. 12-25, adding Chapter 5.100 to the Orange Municipal Code establishing provisions for Tobacco Retail Establishments.

Introduce and conduct First Reading of Ordinance No. 12-25: An Ordinance of the City Council of the City of Orange adding Chapter 5.100 of the Orange Municipal Code establishing Code provisions including operational standards and permitting requirements for tobacco retail establishments.

Recommended Action:

Staff Report
Ordinance No. 12-25
Detailed Map of Existing Tobacco Retailers
Detailed Map of Location Buffer from Other Retailers
Detailed Map of Sensitive Use Buffer from Retailers
Attachments:

10.3. Introduction and First Reading of Ordinance No. 09-25, adding Chapter 9.44 to the Orange Municipal Code regulating the retail sale and distribution of nitrous oxide.

Introduce and conduct First Reading of Ordinance No. 09-25: An Ordinance of the City Council of the City of Orange adding Chapter 9.44 of the Orange Municipal Code regulating nitrous oxide.

Recommended Action:

Staff Report
Ordinance No. 09-25
Attachments:

11. ADJOURNMENT
The next Regular City Council meeting will be held on Tuesday, June 24, 2025, at 6:00 p.m., in the Council Chamber, with a Special Meeting for Closed Session beginning at 4:30 p.m.

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12 City Council Agenda June 10, 2025
I, Jennifer Connally, CMC, Deputy City Clerk for the City of Orange, do hereby declare, under penalty of perjury, that a full and correct copy of this agenda was posted pursuant to Government Code Section 54950 et. seq., at the following locations: Orange Civic Center kiosk and Orange City Clerk's Office at 300 E. Chapman Avenue, Orange Main Public Library at 407 E. Chapman Avenue, Police facility at 1107 N. Batavia Street, and uploaded to the City's website www.cityoforange.org.

Date posted: June 5, 2025

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13 Agenda Item
City Council
Item #: 3.1. 6/10/2025 File #: 25-0233
TO: Honorable Mayor and Members of the City Council
THRU: Tom Kisela, City Manager
FROM: Pamela Coleman, City Clerk/City Clerk Services Director

1. SUBJECT
Waive reading in full of all ordinances on the Agenda.

2. SUMMARY
This item asks the City Council to waive the reading in full of all ordinances on the agenda (if any) and approve their reading by title only.

State law requires that all ordinances be read in full either at the time of the introduction or at the time of passage, unless a motion waiving further reading is adopted by a majority of the City Council (Gov.

Code § 36934).

3. RECOMMENDED ACTION
Approve.

4. ATTACHMENTS
· None
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Agenda Item
City Council
Item #: 3.1. 6/10/2025 File #: 25-0233
TO: Honorable Mayor and Members of the City Council
THRU: Tom Kisela, City Manager
FROM: Pamela Coleman, City Clerk/City Clerk Services Director

1. SUBJECT
Waive reading in full of all ordinances on the Agenda.

2. SUMMARY
This item asks the City Council to waive the reading in full of all ordinances on the agenda (if any) and approve their reading by title only.

Code § 36934).

3. RECOMMENDED ACTION
Approve.

4. ATTACHMENTS
· None
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Agenda Item
City Council
Item #: 3.2. 6/10/2025 File #: 25-0311
TO: Honorable Mayor and Members of the City Council
THRU: Tom Kisela, City Manager
FROM: Trang Nguyen, Finance Director

1. SUBJECT
Confirmation of accounts payable warrant registers dated May 1, 8, 15, 22, and 29, 2025 and payroll check warrants dated May 9 and 23, 2025.

2. SUMMARY
Per Government Code Section 37208, the accounts payable warrant writings and payroll check warrants for the above listed dates are submitted for approval by the City Council.

3. RECOMMENDED ACTION
Ratify the accompanying registers.

4. DISCUSSION AND BACKGROUND
Government Code Section 37208(a) provides that payroll warrants or checks need not be audited by the legislative body prior to payment. Payrolls shall be presented to the legislative body for ratification and approval at the first meeting after delivery of the payroll warrants or checks. The sum of payroll warrants and checks issued is noted in the attachments.

Government Code Section 37208(b) provides that accounts payable warrants or checks drawn in payment of demands certified or approved by the city clerk as conforming to a budget approved by ordinance or resolution of the legislative body need not be audited by the legislative body prior to payment. The checks issued in the attached warrant registers have been certified to be in accordance with the City’s approved budget.

5. ATTACHMENTS
· May 9, 2025 Payroll Warrant Information
· May 23, 2025 Payroll Warrant Information
· May 1, 2025 Warrant Writing Register
· May 8, 2025 Warrant Writing Register
· May 15, 2025 Warrant Writing Register
· May 22, 2025 Warrant Writing Register
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Item #: 3.2. 6/10/2025 File #: 25-0311
· May 29, 2025 Warrant Writing Register
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Agenda Item
City Council
Item #: 3.2. 6/10/2025 File #: 25-0311
TO: Honorable Mayor and Members of the City Council
THRU: Tom Kisela, City Manager
FROM: Trang Nguyen, Finance Director

1. SUBJECT
Confirmation of accounts payable warrant registers dated May 1, 8, 15, 22, and 29, 2025 and payroll check warrants dated May 9 and 23, 2025.

2. SUMMARY
Per Government Code Section 37208, the accounts payable warrant writings and payroll check warrants for the above listed dates are submitted for approval by the City Council.

3. RECOMMENDED ACTION
Ratify the accompanying registers.

5. ATTACHMENTS
· May 9, 2025 Payroll Warrant Information
· May 23, 2025 Payroll Warrant Information
· May 1, 2025 Warrant Writing Register
· May 8, 2025 Warrant Writing Register
· May 15, 2025 Warrant Writing Register
· May 22, 2025 Warrant Writing Register
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Item #: 3.2. 6/10/2025 File #: 25-0311
· May 29, 2025 Warrant Writing Register
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Date:

Date:

TOTAL AMOUNT (CHECKS & DIRECT DEPOSIT) :

Total Employees Paid:

Trang Nguyen,
Finance Director
Comments:

Pamela Coleman,
City Clerk
Requestor Signature:

In accordance with Government Code Section 37202, I hereby certify and attest that the referenced demand conforms with the approved budget. I also certify and attest to the accuracy of the demands and the availability of funds for payment thereof.

Please review and approve before:

Comments:

Total Vendors Paid :

City of Orange
Finance Department - PAYROLL

PAYROLL WARRANT INFORMATION
PAY PERIOD:

PAYCHECK DATE:
20 Date:

Date:

TOTAL AMOUNT (CHECKS & DIRECT DEPOSIT) :

Total Employees Paid:

Trang Nguyen,
Finance Director
Comments:

Pamela Coleman,
City Clerk
Requestor Signature:

Please review and approve before:

Comments:

Total Vendors Paid :

City of Orange
Finance Department - PAYROLL

PAYROLL WARRANT INFORMATION
PAY PERIOD:

PAYCHECK DATE:
21 05/01/2025
Voucher List
City of Orange
1 10:01:44AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 5518 4/25/2025 001480 U S BANK 2837251 LEASE REVENUE BONDS SERIES 2020A DEBT SE 100.3001.54201.20466 552,695.68
Total : 552,695.68
42925 4/29/2025 000384 SOUTHERN CALIF EDISON CO 04/29/25 UTILITIES - EDISON 291.7024.51231.00000 17.80
600.8011.51232.00000 1,692.64
100.0000.51231.00000 44,856.70
220.5022.51231.00000 126.16
Total : 46,693.30
429854 4/29/2025 001422 UNITED STATES TREASURY 2025 941 Q1 2025 941 Q1 BALANCE DUE 100.4001.50614.00000 277.16
Total : 277.16
429855 5/1/2025 004255 US BANK NATIONAL ASSOC ND 2025/03-0201 2025 MARCH CAL CARD PURCHASES - CITY MAN 100.7011.51840.00000 115.00
100.0201.51840.00000 175.00
100.0201.51830.00000 214.99
100.0201.53011.00000 258.55
100.0218.51840.00000 296.62
100.0201.51860.00000 40.00
2025/03-0301 2025 MARCH CAL CARD PURCHASES - CITY ATT
100.0301.51870.00000 19.99
2025/03-0401 2025 MARCH CAL CARD PURCHASES - CITY CLE
100.0000.51022.00000 52.40
100.0401.52551.00000 64.76
100.0401.51330.00000 669.59
100.0201.51670.20207 74.96
100.0401.53960.19002 760.88
100.0401.53011.00000 84.62
2025/03-1200 2025 MARCH CAL CARD PURCHASES - FINANCE
100.1201.51840.00000 100.00
100.1201.51870.00000 14.00
100.1205.51860.00000 145.00
790.1201.51830.20391 476.37
Page: 1
22 05/01/2025
Voucher List
City of Orange
2 10:01:44AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429855 5/1/2025 004255 US BANK NATIONAL ASSOC ND (Continued) 2025/03-1401 2025 MARCH CAL CARD PURCHASES - HUMAN RE
100.1401.51840.00000 1,021.19
100.1401.51021.00000 15.84
100.1401.51612.00000 31.95
100.1401.53011.00000 34.07
2025/03-1410 2025 MARCH CAL CARD PURCHASES - RISK MAN
740.0312.53940.00000 1,766.05
730.0312.51840.00000 35.00
2025/03-1601 2025 MARCH CAL CARD PURCHASES - IT 1601
780.1601.53914.00000 680.54
780.1601.51011.00000 87.98
780.1601.53915.00000 91.94
2025/03-2000 2025 MARCH CAL CARD PURCHASES - LIBRARY
100.2001.53001.19986 101.68
100.2016.53340.19990 1,334.16
100.0201.51670.20207 150.22
100.2004.55131.19322 419.88
100.7001.51840.00000 44.00
100.2001.53011.00000 73.97
100.2001.53001.30249 806.32
100.2017.53340.19990 850.98
100.2001.53301.30205 9.83
2025/03-3000 2025 MARCH CAL CARD PURCHASES - FIRE 300
720.5023.55212.19999 1,064.38
100.3023.53020.00000 1,135.11
125.3015.51670.00000 121.72
100.3021.51040.00000 1,224.99
100.3021.53910.00000 1,313.18
100.3021.51840.00000 134.94
100.3011.53060.30239 1,403.65
100.3012.53060.20250 168.04
100.3021.53670.00000 213.58
125.3016.53030.00000 24.00
100.3011.53910.00000 253.35
100.3021.53930.00000 261.03
560.3021.56032.30032 272.57
Page: 2
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429855 5/1/2025 004255 US BANK NATIONAL ASSOC ND (Continued) 100.3011.51670.00000 294.98
100.3023.51840.00000 30.00
100.3011.53030.00000 30.15
100.3021.53940.20490 3,059.18
100.3021.55120.00000 3,090.31
100.3022.51670.00000 3,287.00
100.3023.51840.20234 453.67
560.3021.56032.12955 463.12
125.3022.51860.00000 500.00
100.3011.53011.00000 552.05
120.3021.55131.12516 587.75
100.3011.51870.00000 633.87
100.3021.51401.00000 665.00
100.3021.51402.00000 67.40
125.3022.51840.00000 704.00
105.3024.53860.40398 931.91
553.3021.56015.20535 -405.67
100.3011.53960.00000 -61.78
2025/03-4000 2025 MARCH CAL CARD PURCHASES - POLICE 4
100.4011.53060.00000 2,324.06
100.4011.51011.00000 165.99
100.4011.51670.00000 398.69
100.4021.53230.00000 283.77
100.4011.51850.00000 3,111.50
100.4041.53060.00000 36.62
100.4011.51761.00000 132.00
360.4011.51840.00000 90.00
100.4011.51830.20131 2,019.20
100.4011.51840.20131 525.00
100.4021.53060.00000 112.35
100.4011.53011.00000 119.52
100.4001.53060.00000 81.88
100.4011.53030.00000 335.99
100.4032.53060.00000 63.61
100.4031.53060.00000 311.93
100.4031.51860.00000 170.00
Page: 3
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429855 5/1/2025 004255 US BANK NATIONAL ASSOC ND (Continued) 360.4011.51830.00000 1,634.93
100.4011.51830.00000 318.96
100.4011.51840.00000 1,034.00
2025/03-5000 2025 MARCH CAL CARD PURCHASES - PUBLIC W
710.15202 133.63
100.5001.51870.00000 14.00
100.0201.51670.20207 156.29
270.5021.51402.00000 159.21
710.15102 172.29
100.5011.51860.00000 180.00
710.5023.53720.00000 1,821.98
220.5025.51860.00000 195.00
100.5031.51840.00000 199.00
100.5028.51450.20421 217.97
100.5001.53011.00000 237.48
100.5031.53020.00000 29.00
270.5021.53940.00000 296.05
100.5001.51830.00000 301.29
220.5024.51840.00000 345.00
710.5023.53011.00000 36.60
100.5028.51401.00000 3,830.14
263.5021.53840.00000 3,840.17
954.5028.56020.19809 434.41
270.5021.53910.00000 45.68
291.5025.51431.00000 46.25
100.5073.53930.00000 47.02
100.5021.53610.00000 509.64
710.5023.51830.00000 556.96
310.5028.56015.30226 662.09
220.5022.53670.00000 704.86
270.5021.53670.00000 714.46
100.5031.53910.00000 93.50
2025/03-5023 2025 MARCH CAL CARD PURCHASES - FLEET 50
710.15102 1,892.95
710.5023.53750.00000 650.91
2025/03-6000 2025 MARCH CAL CARD PURCHASES - COMMUNIT
Page: 4
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429855 5/1/2025 004255 US BANK NATIONAL ASSOC ND (Continued) 100.6001.53011.00000 220.86
100.0201.51830.00000 2,361.12
100.6001.51840.00000 25.00
110.6001.53910.00000 2,615.94
100.6032.51840.00000 60.00
921.6041.55133.00000 7.25
100.6001.51860.00000 827.00
110.6001.55133.00000 84.99
100.0401.51660.00000 951.13
2025/03-7000 2025 MARCH CAL CARD PURCHASES - COMMUNIT
100.7001.53011.00000 111.65
100.7022.53630.00000 1,143.09
100.7022.53641.00000 115.01
100.7022.53670.00000 119.56
100.7001.53910.00000 183.16
100.7022.53672.00000 1,873.48
100.7022.53202.00000 199.33
100.7014.51780.00000 26.00
100.7001.51021.00000 29.48
100.7001.51840.00000 317.74
100.7022.53671.00000 37.62
100.7022.53620.00000 599.51
100.7022.53030.00000 734.74
100.7014.51840.00000 750.00
100.7011.51670.00000 77.55
100.7022.53710.00000 80.04
100.7022.53610.00000 844.30
100.7022.53201.00000 94.58
2025/03-8000 2025 MARCH CAL CARD PURCHASES - WATER 80
600.8011.53060.00000 1,529.85
600.8011.51840.00000 165.00
600.8011.53011.00000 2,487.44
710.5023.53720.00000 569.75
Total : 84,627.81
429856 5/1/2025 002131 RELIANCE STANDARD LIFE INS CO Apr '25 2025 APRIL LIFE & DISABILITY, BILL GROUP Page: 5
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429856 5/1/2025 002131 RELIANCE STANDARD LIFE INS CO (Continued) 100.20170 10,348.89
100.20181 10,952.38
Total : 21,301.27
429857 5/1/2025 001004 DEPT OF CONSERVATION SMIP JAN-MARCH, 2025 SMIP JAN-MARCH 100.5031.42430.00000 10,092.80
Total : 10,092.80
429858 5/1/2025 007956 AMERICAN HONDA FINANCE CORP 483245332 5-13-25 LEASE VEHICLE 2024 HO MAY 2025 117865 100.4033.51340.00000 599.79
Total : 599.79
429859 5/1/2025 007956 AMERICAN HONDA FINANCE CORP 491544049 5-14-25 LEASE VEHICLE 2025 HP MAY 2025 117865 100.4033.51340.00000 589.79
Total : 589.79
429860 5/1/2025 007956 AMERICAN HONDA FINANCE CORP 487763993 5-24-25 LEASE VEHICLE 2025 HP MAY 2025 117865 100.4033.51340.00000 585.79
Total : 585.79
429861 5/1/2025 007956 AMERICAN HONDA FINANCE CORP 493269318 5-20-25 LEASE VEHICLE 2025 HA MAY 2025 117865 100.4021.51340.00000 550.75
Total : 550.75
429862 5/1/2025 020523 MARINA LANDSCAPE INC RETRELBID23-24.34 -2 RETAINAGE RELEASE-AGR 7689, BID 23-24.34 291.20050 200.00
Total : 200.00
429863 5/1/2025 001197 STATE OF CALIFORNIA E2160332SN CONVEYANCE @637 STRUCK AVE 100.5028.51401.00000 225.00
E2160335SN CONVEYANCE @637 STRUCK AVE
100.5028.51401.00000 225.00
E2160336SN CONVEYANCE @1107 BATAVIA ST N
100.5028.51401.00000 225.00
E2160337SN CONVEYANCE @1107 BATAVIA ST N
100.5028.51401.00000 225.00
Page: 6
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429863 5/1/2025 001197 001197 STATE OF CALIFORNIA (Continued) Total : 900.00 429864 5/1/2025 005937 STATE OF CALIFORNIA CAL GREEN 01-03,25 CAL GREEN FEES 100.5031.42435.00000 2,011.50
Total : 2,011.50
429865 5/1/2025 000413 TOYOTA FINANCIAL SERVICES 010272E6125 5-3-25 LEASE VEHICLE 2025 TS MAY 2025 117871 100.4033.51340.00000 533.78
Total : 533.78
429866 5/1/2025 000413 TOYOTA FINANCIAL SERVICES 010272ZX260 5-2-25 LEASE VEHICLE 2023 TH MAY 2025 117871 100.4033.51340.00000 499.80
Total : 499.80
429867 5/1/2025 000413 TOYOTA FINANCIAL SERVICES 010272ZR550 5-6-25 LEASE VEHICLE 2022 TH MAY 2025 117871 100.4021.51340.00000 499.27
Total : 499.27
429868 5/1/2025 000413 TOYOTA FINANCIAL SERVICES 010272C4596 5-14-25 LEASE VEHICLE 2024 TS MAY 2025 117871 100.4032.51340.00000 498.76
Total : 498.76
429869 5/1/2025 000413 TOYOTA FINANCIAL SERVICES 010272B3581 5-4-25 LEASE VEHICLE 2024 TC MAY 2025 117871 100.4033.51340.00000 498.74
Total : 498.74
429870 5/1/2025 000413 TOYOTA FINANCIAL SERVICES 010272C5688 5-1-25 LEASE VEHICLE 2024 TT MAY 2025 117871 100.4032.51340.00000 498.54
Total : 498.54
429871 5/1/2025 000413 TOYOTA FINANCIAL SERVICES 010272ZV302 5-24-25 LEASE VEHICLE 2022 TT MAY 2025 117871 100.4021.51340.00000 498.48
Total : 498.48
429872 5/1/2025 000413 TOYOTA FINANCIAL SERVICES 010272A1808 5-23-25 LEASE VEHICLE 2023 TT MAY 2025 117871 100.4033.51340.00000 491.77
Total : 491.77
Page: 7
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429873 5/1/2025 016035 BARCELO, SANDRA 04/08-11/2025RB TRI COUNTY WORKSHOP 100.4011.51830.00000 221.28
Total : 221.28
429874 5/1/2025 019484 BORDEN, JOSHUA 041925 J. BORDEN T3 REIMBURSEMENT 600.8011.52535.00000 100.00
Total : 100.00
429875 5/1/2025 000060 C S U L B FOUNDATION 0602132025 CSULB CRIME SCENE INVESTIGATION: FLORES, STERL 100.4011.51850.00000 2,685.00
Total : 2,685.00
429876 5/1/2025 001881 CLUBB, CAREY RUNNING SHOES 24/25 RUNNING SHOES REIMB.FY24/25 100.3011.53030.00000 124.98
Total : 124.98
429877 5/1/2025 002199 DIERSING, MICHAEL 04/06-05/2025RB 2025 CA WILDLAND FIRE COORDINATING SYMPO 100.3021.51840.00000 243.00
Total : 243.00
429878 5/1/2025 014633 GREENAMYER, BRAD EMSA LICENSING FEE25 CA EMSA PARAMEDIC RENEWAL LICENSING FEE 125.3022.51840.00000 250.00
Total : 250.00
429879 5/1/2025 003161 JEVEC, ADAM 04/08-11/2025RB TRI COUNTY WORKSHOP 360.4011.51830.00000 95.00
Total : 95.00
429880 5/1/2025 002731 MANCINI, JOHN 04/07-10/2025RB POST MANAGEMENT COURSE 100.4011.51850.00000 1,129.60
Total : 1,129.60
429881 5/1/2025 020472 MULVIHILL, ELLEN MILEAGEMAR25EM MILEAGE REIMBURSEMENT MARCH25 ELLEN MULV 100.2001.53001.30249 56.70
Total : 56.70
429882 5/1/2025 000300 ORANGE ELDERLY SERVICES INC OES-SMP-MAR2025 AGR 6356.A - OES SENIOR MOBILITY PROGRAM 118410 263.7041.51780.30222 20,662.13
Page: 8
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429882 5/1/2025 000300 000300 ORANGE ELDERLY SERVICES INC (Continued) Total : 20,662.13 429883 5/1/2025 019658 STERLING, ALEX 03/31-04/2025RB VEHICLE THEFT INVESTIGATION 100.4011.51850.00000 255.00
Total : 255.00
429884 5/1/2025 018234 THE HUB OC 77 AGR 7711 HUB RESOURCE CENTER SUPPORTIVE 118133 312.9660.51670.30206 23,118.27
85521 AGR 7711 HUB RESOURCE CENTER SUPPORTIVE
118133 312.9660.51670.30206 815.86
Total : 23,934.13
429885 5/1/2025 002275 WYNN, STEVEN 04/16-17/2025RB BOSCH CDR TECHNICIAN COURSE 100.4011.51850.00000 46.00
Total : 46.00
429886 5/1/2025 007831 ADLERHORST INTERNATIONAL LLC 123060 PD K9 SUPPLIES: K9 JAX & NASH 100.4021.53060.00000 75.43
Total : 75.43
429887 5/1/2025 019738 ADVANCED SECURITY SYSTEMS INC 034982 MONITORING SERVICE #2265 100.5028.51401.00000 119.85
Total : 119.85
429888 5/1/2025 000539 AIR SOURCE INDUSTRIES 00948932 FY25 OXYGEN SERVICES, STATION # 4 117877 125.3022.53510.00000 208.00
Total : 208.00
429889 5/1/2025 002797 ALCO TARGET COMPANY 72868 SWAT TRAINING TARGETS 100.4011.53540.00000 374.97
Total : 374.97
429890 5/1/2025 001029 ALLSTAR FIRE EQUIPMENT INC 263757 (BLA) FIREFIGHTER SAFETY GEAR AND EQUIPM 118134 100.3021.53650.00000 107.96
Total : 107.96
429891 5/1/2025 020164 ALS GROUP USA INC 522502575 AGR 7001.2 - WATER QUALITY TESTING - FY 118093 600.8011.51670.00000 221.00
Page: 9
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429891 5/1/2025 020164 020164 ALS GROUP USA INC (Continued) Total : 221.00 429892 5/1/2025 001017 ALTEC INDUSTRIES INC 12928825 AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE 710.15102 236.56
12936849 AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE
710.15102 86.98
Total : 323.54
429893 5/1/2025 001380 ANCHOR SIGN AND DISPLAY 9067 FY25 PRINTING SERVICES FOR HELMETS 100.3022.51761.00000 183.18
Total : 183.18
429894 5/1/2025 011254 ARC DOCUMENT SOLUTIONS LLC 12782055 REPROGRAPHICS SEWER SYSTEM MANGMT PLAN 2 220.5024.51761.00000 61.27
12784923 REPROGRAPHICS SP-4293 CDBG FY24-25 PIXLE
310.9645.56582.30243 66.10
12785376 REPROGRAPHICS SP-4295; CDBG FY 24-25 ADA
310.9645.56330.11328 50.10
Total : 177.47
429895 5/1/2025 001147 ARCHIES TOWING 261960 TOWING OF UNIT 2102 DUE TO ACCIDENT 740.0312.52320.00000 107.50
263409 (BLA) TOWING FOR CITY VEHICLES~ FY 24/25
117921 710.5023.53750.00000 107.50
263454 (BLA) TOWING FOR CITY VEHICLES~ FY 24/25
117921 710.5023.53750.00000 107.50
263632 (BLA) TOWING FOR CITY VEHICLES~ FY 24/25
117921 710.5023.53750.00000 107.50
Total : 430.00
429896 5/1/2025 005378 AUTO ZONE 05942197099 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117922 710.15102 14.28
05942197350 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117922 710.15102 6.13
Total : 20.41
429897 5/1/2025 001014 B & M LAWN & GARDEN CENTER 677729 (BLA) SUPPLIES & MATERIALS PW FIELD SERV 118116 220.5022.53670.00000 190.61
Page: 10
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429897 5/1/2025 001014 001014 B & M LAWN & GARDEN CENTER (Continued) Total : 190.61 429898 5/1/2025 001166 B C WIRE ROPE & RIGGING 0392459-IN (BLA) EQUIPMENT FOR VEHICLES - WATER DIV 117965 600.8041.53060.00000 2,826.96
Total : 2,826.96
429899 5/1/2025 000042 BAKER & TAYLOR INC L1053874MAR25 FOUNDATION DONATION BOOK PURCHASES MAR25 100.2001.53301.19322 1,461.72
L3981714MAR25 (BLA ) BOOK PURCHASES FOR FY 24/25
118243 100.2001.53301.19990 4,949.90
Total : 6,411.62
429900 5/1/2025 002135 BC TRAFFIC SPECIALIST 076570 CONE 10LB NIGHT 28" (NON-PO) 100.5073.53660.00000 3,335.92
Total : 3,335.92
429901 5/1/2025 013658 BEE EMERGENCY RESPONSE TE 024601 (BLA) BEE REMOVAL CITY PKWY TREES. FY 24 117925 220.5022.51700.00000 110.00
Total : 110.00
429902 5/1/2025 013658 ABBA TERMITE AND PEST CONTROL 024599 (BLA) BEE REMOVAL - WATER DIVISION~ FY 2 117967 600.8011.51670.00000 110.00
Total : 110.00
429903 5/1/2025 000053 BOOT BARN INC INV00475403 2025 APR - SAFTEY BOOTS 740.0312.53940.00000 311.40
INV00475404 2025 APR - SAFETY BOOTS
740.0312.53940.00000 467.05
INV00475405 2025 APR - SAFETY BOOTS
740.0312.53940.00000 151.11
INV00475411 2025 APR - SAFETY BOOTS
740.0312.53940.00000 178.58
INV00475412 2025 APR - SAFETY BOOTS
740.0312.53940.00000 283.32
Total : 1,391.46
429904 5/1/2025 018332 BPS SUPPLY GROUP S3215132.001 (BLA) MISC MATERIALS & SUPPLIES~ FY 24/2 117968 600.8011.53060.00000 506.13
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429904 5/1/2025 018332 018332 BPS SUPPLY GROUP (Continued) Total : 506.13 429905 5/1/2025 002011 BURTONS FIRE INC S67742 (BLA) PARTS FOR FIRE APPARATUS FY 24/25 117881 710.15102 770.65
Total : 770.65
429906 5/1/2025 016378 C3 TECHNOLOGY SERVICES INV198076 3/27/25-4/26/25 - PRINTERS - ACCT CO36 - 780.1601.51420.00000 163.65
INV198136 ACCOUNTS PAYABLE - TROY MICR TONER FOR H
100.1231.53011.00000 489.40
Total : 653.05
429907 5/1/2025 017952 CAL-STATE AUTO PARTS INC 398346 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117904 710.15102 104.65
398512 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 15.52
398676 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 99.88
398719 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 96.77
398741 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 94.59
398786 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 52.37
399164 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 155.49
399167 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 185.23
399587 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 46.22
399956 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 71.12
399980 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 24.38
401903 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 40.08
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429907 5/1/2025 017952 017952 CAL-STATE AUTO PARTS INC (Continued) Total : 986.30 429908 5/1/2025 020944 CENTRALSQUARE TECHNOLOGIES LLC 435791 AGR 7823 - ENTERPRISE CAD & RMS SYSTEM U 118529 550.4011.56032.30261 28,286.40
Total : 28,286.40
429909 5/1/2025 003595 CINTAS CORPORATION NO 2 4227599583 (BLA) UNIFORM MAINTENANCE - FY 24-25 117971 100.7022.51722.00000 205.63
Total : 205.63
429910 5/1/2025 019162 CINTAS 4227605751 (BLA) LAUNDRY SERVICE FOR FLEET.~ FY 24/ 117905 710.5023.51721.00000 145.24
Total : 145.24
429911 5/1/2025 020350 CITYTHINKERS INC 2406-09 AGR 7645 - URBAN DESIGN SERVICES - FY 23 117688 952.9810.51670.20541 20,972.50
2406-10 AGR 7645 - URBAN DESIGN SERVICES - FY 23
117688 952.9810.51670.20541 8,325.00
2406-11 AGR 7645 - URBAN DESIGN SERVICES - FY 23
117688 952.9810.51670.20541 1,440.00
Total : 30,737.50
429912 5/1/2025 005556 CPAC INC SI - 1301093 NEW - SURFACE PRO 10 W/ KYBD & PEN FOR 118508 790.1601.56033.20282 1,838.00
790.1601.56033.20282 142.14
SI-1300906 NEW - MIS 0415 - MULTI-MEDIA MONITOR QUO
118445 100.5031.55131.00000 254.00
100.5031.55131.00000 19.30
Total : 2,253.44
429913 5/1/2025 005556 CPAC INC SI-1301094 NEW - MIS 0418 - FRONT COUNTER COMPUTER 118510 600.8011.53910.00000 194.00
600.8011.53910.00000 14.65
SI-1301109 NEW - MIS 0408 - NEW WORK STATION OWD
118509 600.8011.53910.00000 254.00
600.8011.53910.00000 19.30
Total : 481.95
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429914 5/1/2025 000605 CRAFCO INC 9403421276 (BLA) ASPHALT MATERIAL - MAINTENANCE & R 118490 263.5021.53840.00000 1,745.55
Total : 1,745.55
429915 5/1/2025 016793 CROWN CASTLE FIBER LLC 1813527 MONTHLY SERVICE COSTS FOR P2P DARK FIBER 118141 780.1601.51011.00000 2,400.00
Total : 2,400.00
429916 5/1/2025 012114 DANIELS TIRE SERVICE 200533556 CREDIT MEMO - (BLA) TIRES FOR CITY VEHIC 117975 710.15102 -90.00
200535954 (BLA) TIRES FOR CITY VEHICLE MAINTENANCE
117975 710.15102 3,641.18
Total : 3,551.18
429917 5/1/2025 014203 DIVERSIFIED THERMAL SERVICES S404072 AGR 7659 - (23-24.22) MECHANICAL SERVICE 118096 100.5028.51700.00000 1,685.00
S404073 AGR 7659 - (23-24.22) MECHANICAL SERVICE
118096 100.5028.51700.00000 1,785.00
Total : 3,470.00
429918 5/1/2025 020167 DIXON RESOURCES UNLIMITED 4492 AGR 7582.1 - OLD TOWNE SMART PARKING PRO 118522 555.5031.56100.20522 838.43
117475 555.5031.56100.20522 1,381.47
Total : 2,219.90
429919 5/1/2025 019997 DORMAKABA USA INC 789982 BUILDING MAINTENANCE - INSTALL 6 100.5028.51401.00000 546.00
Total : 546.00
429920 5/1/2025 001622 DUKE SERVICE COMPANY 404231 REPAIR TO BUNN COFFEE MACHINE DPW/CDD 100.6001.51402.00000 79.06
100.5001.51402.00000 79.06
Total : 158.12
429921 5/1/2025 017762 DAVID WILSON'S VILLA FORD 065409 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 118004 710.15102 391.94
065459 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
118004 710.15102 14.55
Page: 14
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429921 5/1/2025 017762 DAVID WILSON'S VILLA FORD (Continued) 065736 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
118004 710.15102 56.98
080425 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
118004 710.15102 172.40
Total : 635.87
429922 5/1/2025 000646 EAST ORANGE COUNTY WATER DIST 7822 PURCHASE OF WATER MARCH 2025 600.8011.53420.00000 39,881.89
Total : 39,881.89
429923 5/1/2025 020488 ECONOMICS INC 2024.5 AGR 7622 - SB 1383 LOCAL ASSISTANCE GRAN 117848 100.5001.51670.30251 3,298.75
Total : 3,298.75
429924 5/1/2025 020951 EDMONDSON, DAVID 23156-05 UB-REFUND 600.11080 122.27
Total : 122.27
429925 5/1/2025 020953 ESTATE OF LAVETTE S WEBB REVOC 50094-03 UB-REFUND 600.11080 428.02
Total : 428.02
429926 5/1/2025 020534 EXPERT AUTO GLASS 10184 AUTOMOTIVE REPAIRS FOR CITY VEHICLE MAIN 710.5023.53750.00000 350.00
21214 2504 AUTOMOTIVE OUTFITTING FOR UNIT 2504
720.5023.55212.19999 195.00
21220 AUTOMOTIVE REPAIRS FOR CITY VEHICLE MAIN
710.5023.53750.00000 393.99
Total : 938.99
429927 5/1/2025 001639 FACTORY MOTOR PARTS CO 12-6521475 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117908 710.15102 68.10
Total : 68.10
429928 5/1/2025 019716 FASTSIGNS 69701 2349-3230 PD WALL PLATES FY 24-25 100.4001.53060.00000 473.19
Page: 15
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429928 5/1/2025 019716 019716 FASTSIGNS 69701 (Continued) Total : 473.19 429929 5/1/2025 002278 FERGUSON WATERWORKS #1089 0048901 (BLA) MAINLINE SUPPLIES - WATER DIVISION 117977 600.8041.55460.00000 46.64
117977 600.8041.55451.00000 91.27
117977 600.8041.55480.00000 71.00
Total : 208.91
429930 5/1/2025 002278 FERGUSON WATERWORKS 0048893 (BLA) MAINLINE SUPPLIES - WATER DIVISION 117977 600.8041.55460.00000 2.67
117977 600.8041.55451.00000 5.22
117977 600.8041.55480.00000 4.05
Total : 11.94
429931 5/1/2025 000002 FLEET SERVICES INC 01P159351 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117909 710.15102 68.10
01P159461 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117909 710.15102 138.03
Total : 206.13
429932 5/1/2025 020945 FLORES, A G 23247-00 UB-REFUND
600.11080 10.17
Total : 10.17
429933 5/1/2025 002198 GALLS LLC 031031109 PD UNIFORMS: G BETANCOURT 117899 100.4011.53030.00000 71.49
031041603 PD UNIFORMS: A LOPEZ
117899 100.4011.53030.00000 127.45
031041616 PD UNIFORMS: C LIGHT
117899 100.4011.53030.00000 127.15
031041620 PD UNIFORMS: C LIGHT
117899 100.4011.53030.00000 71.49
031054302 PD UNIFORMS: A LOPEZ
117899 100.4011.53030.00000 90.70
031054358 PD UNIFORMS: K SNYDER
117899 100.4011.53030.00000 176.24
031054422 PD UNIFORMS: G FARMER
Page: 16
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429933 5/1/2025 002198 GALLS LLC (Continued)
117899 100.4011.53030.00000 93.74
031054429 PD UNIFORMS: J KING
117899 100.4011.53030.00000 27.97
031067001 PD UNIFORMS: C LIGHT
117899 100.4011.53030.00000 118.53
031090016 PD UNIFORMS: G FARMER
117899 100.4011.53030.00000 18.13
031090034 PD UNIFORMS: G FARMER
117899 100.4011.53030.00000 965.38
031090137 PD UNIFORMS: G FARMER
117899 100.4011.53030.00000 162.14
Total : 2,050.41
429934 5/1/2025 000147 GANAHL LUMBER COMPANY 011473431 (BLA) ROADCREW MATERIALS & SUPPLIES - FY 118074 263.5021.53840.00000 430.44
011479372 (BLA) ROADCREW MATERIALS & SUPPLIES - FY
118074 263.5021.53840.00000 646.47
011483445 (BLA) ROADCREW MATERIALS & SUPPLIES - FY
118074 263.5021.53840.00000 163.70
Total : 1,240.61
429935 5/1/2025 002509 GLOBALSTAR USA 000000089618775 PD SATELLITE PHONES 4/16/25 100.4011.51030.00000 542.67
Total : 542.67
429936 5/1/2025 016318 GRAFIX SYSTEMS 33745 FY25 PRINTING, DECALS 100.3022.51761.00000 1,579.57
Total : 1,579.57
429937 5/1/2025 020079 GRIDSHIFT SOLUTIONS LLP 1515 SIEGE AIO SOLAR LED LIGHT FY 24/25 118097 500.5032.56100.20374 2,857.00
500.5032.56100.20374 214.06
Total : 3,071.06
429938 5/1/2025 004835 HF & H CONSULTANTS LLC 9722038 AGR 7697 - SB 1383 LOCAL ASSISTANCE GRAN 117849 100.5001.51670.30251 1,760.00
Page: 17
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429938 5/1/2025 004835 004835 HF & H CONSULTANTS LLC (Continued) Total : 1,760.00 429939 5/1/2025 012658 HANNA, BROPHY, MACLEAN, 2299042 2025 MARCH - IDR LEGAL MATTERS 730.0312.52210.00000 333.00
2299088 2025 MARCH IDR LEGAL MATTERS
730.0312.52210.00000 92.50
Total : 425.50
429940 5/1/2025 001390 HDL COREN & CONE SIN049818 APR-JUN 2025/AGR 4938.B - PROPERTY TAX C 118245 100.0000.51670.00000 5,949.66
Total : 5,949.66
429941 5/1/2025 020952 HIGGINS, STEPHANIE ANSON 8001-06 UB-REFUND 600.11080 178.85
Total : 178.85
429942 5/1/2025 004358 HILLTOP ALARMS INC 44743 FIRE ALARM MONITORING FOR CITYWIDE FACIL 100.5028.51423.00000 195.00
44946 FIRE ALARM MONITORING FOR CITYWIDE FACIL
100.5028.51423.00000 195.00
Total : 390.00
429943 5/1/2025 002776 INSIGHT PUBLIC SECTOR INC 1101261066 SOLARWINDS MAINTENANCE - TECH SUPPORT 118478 780.1601.53915.00000 13,054.30
Total : 13,054.30
429944 5/1/2025 017338 INTRATEK COMPUTER INC 20250100 AGR 7524 - IT HELP DESK & DESKTOP TECHNI 118159 780.1601.51670.00000 28,701.13
Total : 28,701.13
429945 5/1/2025 000891 J J KELLER & ASSOCIATES INC 9110082771 2025 APR ENCOMPASS MIN MO FEE 730.0312.51670.00000 99.00
Total : 99.00
429946 5/1/2025 002099 JADTEC SECURITY SERVICES 1794309 (BLA) ALARM SERVICE FOR CITY.~ FY 24/25 118083 100.5028.51423.00000 215.85
1794782 (BLA) ALARM SERVICE FOR CITY.~ FY 24/25
118083 100.5028.51423.00000 197.85
Page: 18
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City of Orange
19 10:01:44AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429946 5/1/2025 002099 002099 JADTEC SECURITY SERVICES (Continued) Total : 413.70 429947 5/1/2025 020475 JOE MAR POLYGRAPH 25-021-OPD PD POLYGRAPHS: A VIDAL 117901 100.4011.51780.00000 250.00
25-022-OPD PD POLYGRAPHS: J EKNOIAN
117901 100.4011.51780.00000 250.00
25-023-OPD PD POLYGRAPHS: M TOLEDO
117901 100.4011.51780.00000 250.00
Total : 750.00
429948 5/1/2025 000199 KENNEDY EQUIPMENT CO INC 63281 (BLA) MISC SUPPLIES & MATERIALS - WATER 118120 600.8011.53060.00000 1,283.24
63282 (BLA) MISC SUPPLIES & MATERIALS - WATER
118120 600.8011.53060.00000 40.00
63283 (BLA) MISC SUPPLIES & MATERIALS - WATER
118120 600.8011.53060.00000 114.46
Total : 1,437.70
429949 5/1/2025 001727 KEYSTONE RIDGE DESIGNS Q-Invoice 72019 CUSTOM STANDARD, MIDTOWN LITTER DUAL 32G 118417 220.5022.53001.20536 3,642.75
118417 220.5022.53001.20537 5,282.25
118417 220.5022.53001.20536 722.50
118417 220.5022.53001.20537 722.50
Total : 10,370.00
429950 5/1/2025 000209 L N CURTIS & SONS INV938712 (BLA) TURNOUT SAFETY GEAR AND EQUIPMENT 118047 100.3021.53940.00000 769.65
Total : 769.65
429951 5/1/2025 002806 LATIN PLUMBING INC 47037 PLUMBING REPAIRS FOR CITYWIDE FACILITIES 100.5028.51401.00000 350.00
Total : 350.00
429952 5/1/2025 000222 LIFE-ASSIST INC 1590138 (BLA) EMS MEDICAL SUPPLIES FOR ORANGE - 117980 125.3022.53510.00000 386.40
1590809 (BLA) EMS MEDICAL SUPPLIES FOR ORANGE -
117980 125.3022.53510.00000 5,217.69
Page: 19
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429952 5/1/2025 000222 000222 LIFE-ASSIST INC (Continued) Total : 5,604.09 429953 5/1/2025 010957 LINDE GAS & EQUIPMENT INC 49123119 (BLA) WELDING SERVICE & TOOLS, WATER FY 118018 600.8011.53060.00000 375.07
Total : 375.07
429954 5/1/2025 020947 MARTIN, PAUL A. 47259-14 UB-REFUND 600.11080 20.00
Total : 20.00
429955 5/1/2025 000248 MC FADDEN-DALE INDUSTRIAL 574280/5 (BLA) SMALL TOOLS, WATER DIVISION~ FY 24 118020 600.8011.53930.00000 78.73
574645/5 (BLA) SMALL TOOLS, WATER DIVISION~ FY 24
118020 600.8011.53930.00000 37.50
574646/5 (BLA) SMALL TOOLS, WATER DIVISION~ FY 24
118020 600.8011.53930.00000 15.73
Total : 131.96
429956 5/1/2025 000250 MC MASTER-CARR SUPPLY CO 44122148 (BLA) VARIOUS TOOLS AND EQUIPMENT - FY 2 117887 120.3021.53060.00000 175.19
44195202 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117939 710.15102 118.09
44264274 CREDIT MEMO - (BLA) VARIOUS TOOLS AND EQ
117887 120.3021.53060.00000 -57.02
44265160 CREDIT MEMO - (BLA) VARIOUS TOOLS AND EQ
117887 120.3021.53060.00000 -57.34
Total : 178.92
429957 5/1/2025 020909 MES SERVICE COMPANY LLC IN2242405 FY25 EXTRICATION TOOL ANNUAL SERVICE 100.3021.53910.00000 350.00
Total : 350.00
429958 5/1/2025 001867 MISSION LINEN SUPPLY 523724254 PD TOWEL SERVICES FY 24-25 117866 100.4011.51670.00000 224.72
Total : 224.72
429959 5/1/2025 019487 MOSAIC PUBLIC PARTNERS 1759 AGR 7527.B MOSAIC PUBLIC PARTNERS CA SEA 118525 100.0000.52001.00000 7,500.00
Page: 20
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429959 5/1/2025 019487 019487 MOSAIC PUBLIC PARTNERS (Continued) Total : 7,500.00 429960 5/1/2025 015405 PHARMLOGS LLC 25-045 AGR 6744.A.1 - 1 YEAR PHARMLOGS SUBSCRIP 118526 125.3015.51670.00000 8,395.00
Total : 8,395.00
429961 5/1/2025 000909 NATIONAL CONSTRUCTION RENTALS 7787529 (BLA) FENCING AND PORTABLE TOILET RENTAL 118163 100.7022.51350.00000 593.88
Total : 593.88
429962 5/1/2025 001987 NIEVES LANDSCAPE INC 80605 AGR 7713 - PARKS LANDSCAPE MAINTENANCE S 118131 100.7022.51420.00000 13,628.00
80606 AGR 7713 - PARKS LANDSCAPE MAINTENANCE S
118131 100.7022.51420.00000 11,361.00
81097 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 66.28
81098 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 61.38
81099 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 62.86
81100 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 110.39
Total : 25,289.91
429963 5/1/2025 006478 ODYSSEY POWER CORP 143474 UPS MAINTENANCE: 1YR PM SRVCS AT 2 LOCAT 118164 780.1601.51420.00000 684.00
Total : 684.00
429964 5/1/2025 000952 ORANGE COUNTY OVERHEAD DOOR 74129 REPAIRS TO FACILITY GATES & DOORS 100.5028.51401.00000 4,560.00
Total : 4,560.00
429965 5/1/2025 000299 ORANGE COUNTY WATER DISTRICT 27369 PFAS GRANT REIMBURSEMENT CHECK STATE OF 600.8011.56411.30265 5,000,000.00
Total : 5,000,000.00
429966 5/1/2025 001325 PEST OPTIONS INC 461774 (BLA) RODENT CONTROL - FY 24/25 117889 100.7022.51420.00000 230.00
Page: 21
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429966 5/1/2025 001325 PEST OPTIONS INC (Continued)
462470 (BLA) RODENT CONTROL - FY 24/25
117889 100.7022.51420.00000 370.00
Total : 600.00
429967 5/1/2025 000314 PETES ROAD SERVICE INC 25-0831828-00 (BLA) AUTOMOTIVE TIRES FOR CITY VEHICLE 117984 710.5023.53750.00000 252.00
Total : 252.00
429968 5/1/2025 020956 PLAYAWAY PRODUCTS LLC 489514 J AUDIO-ENABLED CART OFF 2025-0123J_PLBO 100.2001.53301.19990 826.28
489674 J AUDIO-ENABLED CART OFF 2025-0123J_PLBO
100.2001.53301.19990 64.64
Total : 890.92
429969 5/1/2025 000130 POWERSTRIDE BATTERY CO E693974 (BLA) AUTOMOTIVE BATTERIES FOR CITY VEHI 118030 710.15102 1,265.90
Total : 1,265.90
429970 5/1/2025 017564 PROTELESIS CORP A-101201 (BLA) CITYWIDE MONTHLY CARRIER CHARGES - 118152 780.1601.51011.00000 886.86
I-101144 (BLA) CITYWIDE MONTHLY CARRIER CHARGES -
118152 780.1601.51011.00000 3,017.53
XTLQ50817 AGR 6948.A - VOIP TELEPHONE SERVICE SUPP
118481 780.1601.51420.00000 39,732.02
Total : 43,636.41
429971 5/1/2025 002251 QUINN GROUP INC-MAINTENANCE W0370177609 RESERVOIR # 9 TROUBLESHOOT DIESEL PUMP 600.8011.51401.00000 1,800.00
Total : 1,800.00
429972 5/1/2025 000326 R J NOBLE COMPANY 258687 (BLA) ASPHALT MATERIAL - FY 24/25 117946 263.5021.53840.00000 233.82
Total : 233.82
429973 5/1/2025 016080 RAPIDS EXPRESS ORANGE, LP 195 (BLA) CAR WASH FOR CITY VEHICLE MAINTENA 118031 710.5023.53751.00000 924.00
Page: 22
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429973 5/1/2025 016080 016080 RAPIDS EXPRESS ORANGE, LP (Continued) Total : 924.00 429974 5/1/2025 019651 RC EMPIRE CORP INC 3920 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL 118032 710.5023.53750.00000 70.00
Total : 70.00
429975 5/1/2025 020946 REAL ESTATE SERIES I LP 53168-00 UB-REFUND 600.11080 1,088.08
Total : 1,088.08
429976 5/1/2025 020753 UNITED SAFETY SERVICES 214728 2025 APRIL REPLENISH FIRST AID KIT @ CIT 740.0312.53940.00000 215.23
214729 2025 APRIL REPLENISH FIRST AID KIT @ CSC
740.0312.53940.00000 71.45
214730 20205 APRIL REPLENISH FIRST AID KIT @ CS
740.0312.53940.00000 72.71
214731 2025 APRIL REPLENISH FIRST AID KIT @ COR
740.0312.53940.00000 215.23
214732 2025 APRIL REPLENISH FIRST AID KIT @ WAT
740.0312.53940.00000 86.09
214734 2025 APRIL REPLENISH FIRST AID KIT @ EM
740.0312.53940.00000 74.28
214736 2025 APRIL REPLENISH FIRST AID KIT @ POL
740.0312.53940.00000 86.09
241733 2025 APRIL REPLENISH FIRST AID KIT @ MAI
740.0312.53940.00000 71.70
241735 2025 APRIL REPLENISH FIRST AID KIT @ TAF
740.0312.53940.00000 71.98
Total : 964.76
429977 5/1/2025 020543 RENEWELL FLEET SERVICES LLC 5401 AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE 710.15102 79.25
Total : 79.25
429978 5/1/2025 020893 RICHARD C SLADE AND ASSOCIATES 8151 AGR 7810 - WELL 28 HYDROGEOLOGIC SERVICE 118470 600.8011.51620.00000 2,241.51
Total : 2,241.51
Page: 23
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City of Orange
24 10:01:44AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429979 5/1/2025 001006 SASE COMPANY LLC INV369358 (BLA) CONCRETE SUPPLIES & REPAIRS. ~ 118257 263.5021.53840.00000 493.65
Total : 493.65
429980 5/1/2025 000368 SCHORR METALS INC 2003038 (BLA) METAL SUPPLIES & REPAIRS - FY 24/2 118035 270.5021.53930.00000 287.38
Total : 287.38
429981 5/1/2025 012347 SCOTT EQUIPMENT INC P11991 AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE 710.15102 813.00
Total : 813.00
429982 5/1/2025 004604 SHRED-WISE INC 17620020425 SHREDDING SERVICES 100.0201.53011.00000 50.00
17620030425 SHREDDING SERVICES
100.0201.53011.00000 50.00
5757030425 SHRED CONTENTS 64 GALLON SECURITY BIN PW
100.5001.53011.00000 55.00
Total : 155.00
429983 5/1/2025 014719 SITEONE LANDSCAPE SUPPLY 151241131-001 (BLA) IRRIGATION SUPPLIES - FY 24/25 117890 100.7022.53642.00000 224.85
Total : 224.85
429984 5/1/2025 000635 SMITH-EMERY LABORATORIES 495521-3 (BLA) YARD IMPROVEMENT FIELD TECHNICIAN 118528 220.5028.56015.12982 3,526.72
Total : 3,526.72
429985 5/1/2025 019111 SOS SURVIVAL PRODUCTS INC 878967 FY25 CERT INVENTORY- KNEEPADS,GLOVES,TOU 100.3012.53060.20250 1,892.60
100.3012.53060.00000 20.48
100.3012.53060.20250 146.68
Total : 2,059.76
429986 5/1/2025 000789 SOUTH COAST BOBCAT P28092 AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE 710.15102 126.74
Total : 126.74
Page: 24
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City of Orange
25 10:01:44AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429987 5/1/2025 000386 SOUTHERN COUNTIES OIL CO IN-0000695821 (BLA) UNLEADED FUEL FY 24/25 117951 710.15202 32,781.63
IN-0000695822 (BLA) UNLEADED FUEL FY 24/25
117951 710.15202 32,770.29
Total : 65,551.92
429988 5/1/2025 000386 SOUTHERN COUNTIES OIL CO IN-0000106420 (BLA) DIESEL FUEL FY 24/25 117951 710.15204 2,327.91
Total : 2,327.91
429989 5/1/2025 000520 STRYKER MEDICAL 9208894413 (BLA) MEDICAL SUPPLIES FOR LUCAS - FY 24 117870 125.3015.51670.00000 866.48
Total : 866.48
429990 5/1/2025 020949 SUAREZ, STEPHANIE 63919-18 UB-REFUND 600.11080 71.68
Total : 71.68
429991 5/1/2025 001303 SUNRISE MULTISPECIALIST MED CT 00192306-00 AGR 7127.B - ANNUAL FIREFIGHTER PHYSICAL 118452 100.3011.51640.20460 45.00
00192323-00 AGR 7127.B - ANNUAL FIREFIGHTER PHYSICAL
118452 100.3011.51640.20460 927.00
00192377-00 AGR 7127.B - ANNUAL FIREFIGHTER PHYSICAL
118452 100.3011.51640.20460 879.00
00192541-00 AGR 7127.B - ANNUAL FIREFIGHTER PHYSICAL
118452 100.3011.51640.20460 672.00
Total : 2,523.00
429992 5/1/2025 015776 THE COUNSELING TEAM INTERNATIO INV104160 2025 MARCH - EMPLOYEE SUPPORT SERVICES 730.0312.51670.00000 750.00
Total : 750.00
429993 5/1/2025 001353 TOM MALLOY CORP S120006949 (BLA) EQUIPMENT RENTAL & SUPPLIES, WATER 118062 600.8041.51330.00000 320.02
Total : 320.02
429994 5/1/2025 019433 TRUELINE CONSTRUCTION & SURFAC 2791 AGR 7802 - GRIJALVA BASKETBALL COURT RES 118429 510.7021.56020.20551 1,162.95
Page: 25
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26 10:01:44AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 429994 5/1/2025 019433 TRUELINE CONSTRUCTION & SURFAC (Continued) 2791 Retainage (58.15)
Total : 1,104.80
429995 5/1/2025 019458 TUNNELWORKS SERVICES INC 2128 AGR 7380 (21-22.33) S-246 - SEWER LINE C 118178 220.5022.56510.15509 46,900.31
Total : 46,900.31
429996 5/1/2025 019230 UNITED RENTALS INC 246264241-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24 117872 263.5021.53840.00000 311.62
246307813-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 607.28
246485953-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 531.70
246606413-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 517.43
246818815-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 587.72
246880890-002 (BLA) EQUIPMENT RENTAL & SUPPLIES FY 24-
118514 600.8041.51330.00000 259.90
246896380-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 309.79
246939425-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 311.62
Total : 3,437.06
429997 5/1/2025 019333 URBAN RESTORATION GROUP US INC 00046981 (BLA) GRAFFITI SUPPLIES & MATERIALS - FY 117954 100.5021.53610.00000 2,451.00
Total : 2,451.00
429998 5/1/2025 020950 URREA, WENDY 47561-00 UB-REFUND
600.11080 178.63
Total : 178.63
429999 5/1/2025 000551 V & V MANUFACTURING INC 62280 PD BADGE REPAIRS: 1220 100.4011.53030.00000 136.94
Total : 136.94
Page: 26
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430000 5/1/2025 016948 VERIZON BUSINESS SERVICES 73298280 PD PRIVATE IP CHARGES THROUGH 3/31/25 117873 355.4011.51030.00000 1,843.00
117873 350.4041.51030.00000 157.00
355.4011.51030.00000 62.61
350.4041.51030.00000 5.33
Total : 2,067.94
430001 5/1/2025 001845 VERIZON WIRELESS 6111148134 PD CELL PHONE CHARGES MAR 17 - APR 16 117874 100.4011.51030.00000 2,566.45
117874 100.4021.51030.00000 131.18
117874 350.4041.51030.00000 420.60
6111168569 (BLA) VERIZON WIRELESS SERVICE - FY 24/2
117875 100.3011.51030.00000 4,496.81
6111211401 PD CELL PHONE CHARGES MAR 17 - APR 16
117874 100.4011.51030.00000 160.07
117874 100.4021.51030.00000 454.51
117874 100.4034.51030.00000 20.02
Total : 8,249.64
430002 5/1/2025 009050 VULCAN MATERIALS CO 3158065 (BLA) ASPHALT MATERIAL - FY 24/25 117893 263.5021.53840.00000 196.65
3193393 (BLA) ASPHALT MATERIAL - FY 24/25
117893 263.5021.53840.00000 345.61
3193682 (BLA) ASPHALT MATERIAL - FY 24/25
117893 263.5021.53840.00000 479.94
3204362 (BLA) ASPHALT MATERIAL - FY 24/25
117893 263.5021.53840.00000 127.89
3213971 (BLA) ASPHALT MATERIAL - FY 24/25
117893 263.5021.53840.00000 240.22
3237436 (BLA) ASPHALT MATERIAL - FY 24/25
117893 263.5021.53840.00000 240.22
Total : 1,630.53
430003 5/1/2025 000431 W W GRAINGER INC 9474646776 (BLA) PARTS & SUPPLIES FOR MAINTENANCE O 118068 600.8011.51510.00000 1,199.26
9477553771 (BLA) PARTS & SUPPLIES FOR MAINTENANCE O
118068 600.8011.51510.00000 140.75
Page: 27
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430003 5/1/2025 000431 000431 W W GRAINGER INC (Continued) Total : 1,340.01 430004 5/1/2025 016240 EVANS GUN WORLD 2244 RANGE FEES 3/14/25 100.4011.51840.00000 390.00
Total : 390.00
430005 5/1/2025 002319 WATERLINE TECHNOLOGIES 5735481 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR 117955 600.8011.53530.00000 701.67
5735482 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 478.41
5735483 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 382.73
5735485 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 459.27
5735486 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 446.52
5735488 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 899.41
Total : 3,368.01
430006 5/1/2025 000439 WEST COAST ARBORISTS INC 226811 AGR 7521 (22-23.38) DPW TREE TREE MAINTE 118111 291.5025.51700.00000 3,516.00
226812 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 100.5025.51700.00000 9,224.00
226813 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 600.5025.51431.00000 14,637.00
226815 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 220.5025.51700.00000 38,434.00
Total : 65,811.00
430007 5/1/2025 007092 WESTERN STATES CONVERTERS & 42265 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL 117957 710.5023.53750.00000 1,409.03
Total : 1,409.03
430008 5/1/2025 020948 WOODWARD, SCOTT 55117-02 UB-REFUND 600.11080 139.99
Total : 139.99
Page: 28
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City of Orange
29 10:01:44AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430009 5/1/2025 000452 ZUMAR INDUSTRIES INC 10457 (BLA) STREET SIGNS & MARKERS - FY 24/25 118045 100.5073.53660.00000 1,026.74
Total : 1,026.74
4292025 4/29/2025 000385 SOUTHERN CALIFORNIA GAS CO 04/29/2025 UTILITIES 100.0000.51100.00000 525.31
Total : 525.31
159 Vouchers for bank code : wfap Bank total : 6,318,320.31 159 Vouchers in this report Total vouchers : 6,318,320.31 Page: 29
50 Warrant Writing Confirmation Date: 05/01/25 1 of 5 reports for 06/10/25 Council Meeting
05-01-2025
0308
05-01-2025
05-02-2025
05-01-2025
51 05/08/2025
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City of Orange
1 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 5527 5/7/2025 001117 PUBLIC EMPLOYEES RETIREMENT May '25 2025 MAY PERS MEDICAL INV #1000000178967 100.20180 786,242.07
760.0000.50611.00000 49,226.93
Total : 835,469.00
430010 5/8/2025 002513 DELTACARE USA May '25 2025 MAY DELTACARE, INV #BE006535774 100.20182 7,034.88
Total : 7,034.88
430011 5/8/2025 001990 EYEMED May '25 2025 MAY EYEMED, INV #166797172 100.20183 1,166.07
Total : 1,166.07
430012 5/8/2025 002304 VISION SERVICE PLAN - (CA) May '25 2025 VSP, STATEMENT #822702425, 82270242 100.20183 6,299.22
Total : 6,299.22
430013 5/8/2025 018974 CHARTER COMMUNICATIONS 187909301042125 ACCT# 187909301 PD CABLE 4/24/25 - 5/23/ 117862 100.4011.51011.00000 428.59
Total : 428.59
430014 5/8/2025 000052 OFFICE DEPOT INC 22978247 4.30.25 BI MONTHLY ACCT# 90646962 (BILL 100.5031.53910.00000 347.80
100.6001.53011.00000 168.46
600.8011.53011.00000 55.03
710.5023.53011.00000 314.09
740.0312.53940.00000 330.14
100.1201.53011.00000 132.17
100.1401.53011.00000 70.11
100.2001.53011.00000 331.14
100.3011.53011.00000 129.62
100.4001.53011.00000 56.68
100.4011.53011.00000 103.84
100.4041.53011.00000 114.82
100.5001.53011.00000 56.13
Page: 1
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430014 5/8/2025 000052 000052 OFFICE DEPOT INC (Continued) Total : 2,210.03 430015 5/8/2025 001480 U S BANK 235173000 ORANGE CFD 06 1 DEL RIO 2015 ADMIN FEE 4 878.20354 2,400.00
Total : 2,400.00
430016 5/8/2025 000060 C S U L B FOUNDATION 0609112025 CSULB INTERNAL AFFAIRS SEMINAR: UEMURA 100.4011.51850.00000 397.00
Total : 397.00
430017 5/8/2025 017279 CHAVEZ, VALDEMAR JAN-JUN 2024 PHONE REIMBURSEMENT JAN - JUN 2024 780.1601.51030.00000 180.00
Total : 180.00
430018 5/8/2025 020029 ENVIRONMENTAL CONSTRUCTION INC Application 18 AGR 7529 - (22-23.33) WELL 28 DRILLING - 117433 600.8011.56411.18120 211,702.00
Application 18 Retainage (10,585.10)
Total : 201,116.90
430019 5/8/2025 012214 FAIR HOUSING FOUNDATION 41 AGR 6014.K- FAIR HOUSING PROGRAM- FY2024 118199 310.9640.51670.20213 5,812.09
Total : 5,812.09
430020 5/8/2025 020605 FAMILIES FORWARD 40 AGR 7708 - AFFORDABLE HOUSING SUPPORTIVE 118147 310.9645.51770.30252 4,563.69
Total : 4,563.69
430021 5/8/2025 000143 FRIENDLY CENTER INC 39 AGR 1130.Y - COMMUNITY FOOD PROGRAM FY24 118201 310.9645.51770.11357 3,435.26
Total : 3,435.26
430022 5/8/2025 002661 PANTHER TENNIS 002661-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 2,435.40
002661-Winter2025-2 INSTRUCTOR PAYMENT
100.7011.51670.00000 1,045.44
Total : 3,480.84
430023 5/8/2025 020968 MATTA, MARK 021825 - MATTA CLAIM SETTLEMNT - PROPERTY DAMAGE Page: 2
53 05/08/2025
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430023 5/8/2025 020968 MATTA, MARK (Continued)
740.0312.52310.00000 1,297.53
Total : 1,297.53
430024 5/8/2025 020963 NCDA FY26-402DUES MEMBERSHIP DUES - COMMUNITY DEVELOPMENT 310.9640.51860.11110 772.50
317.9660.51860.11110 772.50
Total : 1,545.00
430025 5/8/2025 020697 PRESCOTT, JOSHUA 03/10-14/2025RB EMERGENCY VEHICLE OPERATION CENTER 100.4011.51850.00000 659.54
Total : 659.54
430026 5/8/2025 019246 REYES, JACOB 04/07-08/2025RB FUNERAL ATTENDANCE FOR FALLEN OFFICER RO 100.4011.51830.00000 162.00
Total : 162.00
430027 5/8/2025 002964 ROCHA, AUGUSTO 04/16-17/2025RB BOSCH CDR TECHNICIAN COURSE 100.4011.51850.00000 46.00
Total : 46.00
430028 5/8/2025 012988 TRIPPY, COREY 03/31-04/2025RB VEHICLE THEFT INVESTIGATION 100.4011.51850.00000 115.00
Total : 115.00
430029 5/8/2025 003881 ZAMORA, MIGUEL A 04/07-08/2025RB FUNERAL ATTENDANCE FOR FALLEN OFFICER RO 100.4011.51830.00000 385.93
Total : 385.93
430030 5/8/2025 020484 1903 SOLUTIONS LLC COO04250124AVA1 ANNUAL SUBSCRIPTION ADVANCED EMAIL THREA 118518 780.1601.53915.00000 29,825.00
Total : 29,825.00
430031 5/8/2025 020723 ALEXANDRA ABIERTAS 020723-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 168.00
Total : 168.00
430032 5/8/2025 011584 ACE 5ON5 LLC 0000254 AGR 4136.G/4136.G.1 - ADULT BASKETBALL Page: 3
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430032 5/8/2025 011584 ACE 5ON5 LLC (Continued)
118153 100.7014.51780.00000 830.00
Total : 830.00
430033 5/8/2025 020964 ADVANCED FIRE CONTROL 051925 FY25 STATE FIRE TRAINING, FIRE CONTROL C 100.3023.51840.20234 2,000.00
Total : 2,000.00
430034 5/8/2025 019738 ADVANCED SECURITY SYSTEMS INC 034984 MONITORING SERVICE #2269 100.5028.51401.00000 119.85
034986 MONITORING SERVICE #2270
100.5028.51401.00000 119.85
035003 MONITORING SERVICE #2325
100.5028.51401.00000 119.85
Total : 359.55
430035 5/8/2025 000539 AIR SOURCE INDUSTRIES 00950560 FY25 CYLINDER RENTAL, STATION # 5 117877 125.3022.53510.00000 132.25
00950780 FY25 CYLINDER RENTAL, STATION # 3
117877 125.3022.53510.00000 422.65
00950860 FY25 CYLINDER RENTAL, STATION # 6
117877 125.3022.53510.00000 295.60
00950866 FY25 CYLINDER RENTAL, STATION # 4
117877 125.3022.53510.00000 386.35
Total : 1,236.85
430036 5/8/2025 020698 ALL CITY MANAGEMENT SERVICES I 100499 AGR 7750 - CROSSING GUARD SERVICES 3/30/ 118247 100.4041.51670.00000 10,523.81
Total : 10,523.81
430037 5/8/2025 019952 AMBER GREGG INC OR-25-03 AGR 7509.2 PLANNING CONSULTANT 117474 100.6021.51670.00000 4,200.00
Total : 4,200.00
430038 5/8/2025 012550 AMERICAN LEAK DETECTION 211440436 (BLA) LEAK DETECTION SERVICES - FY 24-25 118154 100.7022.51670.00000 845.00
211442239 (BLA) LEAK DETECTION SERVICES - FY 24-25
Page: 4
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City of Orange
5 9:44:29AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430038 5/8/2025 012550 AMERICAN LEAK DETECTION (Continued) 118154 100.7022.51670.00000 995.00
Total : 1,840.00
430039 5/8/2025 001147 ARCHIES TOWING 263675 (BLA) TOWING FOR CITY VEHICLES~ FY 24/25 117921 710.5023.53750.00000 107.50
Total : 107.50
430040 5/8/2025 001014 B & M LAWN & GARDEN CENTER 678457 (BLA) SUPPLIES & MATERIALS PW FIELD SERV 118116 220.5022.53670.00000 310.23
678587 (BLA) SUPPLIES & MATERIALS PW FIELD SERV
118116 220.5022.53670.00000 404.68
678645 CREDIT MEMO (BLA) SUPPLIES & MATERIALS P
118116 220.5022.53670.00000 -144.36
678652 (BLA) SUPPLIES & MATERIALS PW FIELD SERV
118116 220.5022.53670.00000 191.77
Total : 762.32
430041 5/8/2025 020204 BAILEY, WENDY 020204 INSTRUCTOR PAYMENT 100.7011.51670.00000 252.00
Total : 252.00
430042 5/8/2025 020686 BARRERA, EFREN 020686 INSTRUCTOR PAYMENT 100.7011.51670.00000 411.60
Total : 411.60
430043 5/8/2025 014480 BAY CITY ELECTRIC WORKS INC W312244 AGR 7761 - PLANNED MAINT. AND ANNUAL 118348 600.8041.51401.00000 1,227.15
Total : 1,227.15
430044 5/8/2025 013658 BEE EMERGENCY RESPONSE TE 024966 (BLA) BEE REMOVAL FROM PARKS LOCATIONS - 117879 100.7022.51700.00000 110.00
025057 (BLA) BEE REMOVAL CITY PKWY TREES. FY 24
117925 220.5022.51700.00000 110.00
Total : 220.00
430045 5/8/2025 020690 BIO AQUATICS LAKE MANAGEMENT L 40790 AGR 7745 (23-24.27) MAINTENANCE SERVICES 118261 100.7022.51420.00000 2,750.00
Page: 5
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City of Orange
6 9:44:29AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430045 5/8/2025 020690 020690 BIO AQUATICS LAKE MANAGEMENT L (Continued) Total : 2,750.00 430046 5/8/2025 000006 BLUE RIBBON TROPHY CO 1571 CITY OF ORANGE CAST PLAQUE 20X14~ 118519 100.5073.53660.00000 2,876.56
100.5073.53660.00000 222.93
Total : 3,099.49
430047 5/8/2025 020486 BURKE WILLIAMS AND SORENSEN LL 341117 AGR 7695 - ATTORNEY SERVICES 117834 100.0301.51600.00000 343.17
Total : 343.17
430048 5/8/2025 002011 BURTONS FIRE INC S67841 AGR 7683 FACILITY REPAIRS, MAINTENANCE A 117881 710.15102 180.08
Total : 180.08
430049 5/8/2025 016378 C3 TECHNOLOGY SERVICES INV198304 MANAGED PRINT SERVICES - PRINTERS - ACCT 780.1601.51420.00000 4,787.96
Total : 4,787.96
430050 5/8/2025 001788 CALIFORNIA GYMNASTICS LLC 001788-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 1,781.50
Total : 1,781.50
430051 5/8/2025 006583 CAM SERVICES 109938 AGR 7379 - (21.22.39) STEAM CLEANING SER 118140 100.7022.51420.00000 367.00
Total : 367.00
430052 5/8/2025 018913 CAPTAIN GRAPHICS U5569 PD POLO SHIRT SILK SCREENING FY 24-25 100.4011.53030.00000 50.10
Total : 50.10
430053 5/8/2025 016302 CHALLENGE SPORTS CORP 016302-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 1,008.00
Total : 1,008.00
430054 5/8/2025 000029 CITY OF ANAHEIM FN010107 NORTH NET JOINT POWERS AUTHORITY FY24- 117972 100.3021.51780.00000 91,205.00
Page: 6
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City of Orange
7 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430054 5/8/2025 000029 000029 CITY OF ANAHEIM (Continued) Total : 91,205.00 430055 5/8/2025 014873 CIVICPLUS INC 332638 AGR 6481 - CIVICREC ANNUAL SOFTWARE FEES 118072 100.7011.51670.00000 765.90
Total : 765.90
430056 5/8/2025 008775 COLLINS, CHRISTINE 008775-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 969.00
Total : 969.00
430057 5/8/2025 001997 COMPRESSED AIR SPECIALTIES INC 00044464 FY25 FIXED EQUIPMENT MAINT., BAUER COMPR 100.3021.51402.00000 2,530.13
Total : 2,530.13
430058 5/8/2025 005556 CPAC INC SI-1301137 NEW - MIS 0408 - NEW WORK STATION OWD 118509 600.8011.53910.00000 1,084.00
600.8011.53910.00000 84.01
SI-1301138 NEW - MIS 0418 - FRONT COUNTER COMPUTER
118510 600.8011.53910.00000 1,084.00
600.8011.53910.00000 84.01
Total : 2,336.02
430059 5/8/2025 005556 CPAC INC SI-1300905 NEW - MIS 414 - PC SET UP FOR NEW MAILRO 118446 100.0401.51022.00000 194.00
100.0401.51022.00000 14.65
SI-1300989 NEW - MIS 414 - PC SET UP FOR NEW MAILRO
118446 100.0401.51022.00000 1,084.00
100.0401.51022.00000 84.01
Total : 1,376.66
430060 5/8/2025 000974 DELTA DENTAL OF CALIFORNIA BE006562709A APRIL 2025 DELTA DENTAL ADMIN FEES 752.1401.51670.00000 6,851.74
BE006562709C APRIL 2025 DELTA DENTAL CLAIMS PAID
752.1401.52340.00000 37,453.40
Total : 44,305.14
430061 5/8/2025 011271 DOERSCHEL, DARREN 162145 AGR 5921.G.1- TV/AV PRODUCTION SRVCS, TE 118158 780.1601.51670.00000 2,750.00
Page: 7
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City of Orange
8 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430061 5/8/2025 011271 011271 DOERSCHEL, DARREN (Continued) Total : 2,750.00 430062 5/8/2025 001120 DOOLEY ENTERPRISES INC 69883 (BLA) PD AMMUNITION FY 24-25 117898 100.4011.53540.00000 29,978.21
Total : 29,978.21
430063 5/8/2025 007918 EFFICIENT X-RAY INC 420575 LAB/PROPERTY HAZ MAT DISPOSAL FY 24-25 100.4034.51670.00000 130.00
Total : 130.00
430064 5/8/2025 000265 ENRICH ENTERPRISES INC 14001768 PD SWAT PATCHES 100.4011.53030.00000 449.49
Total : 449.49
430065 5/8/2025 002278 FERGUSON WATERWORKS #1089 0048919 (BLA) MAINLINE SUPPLIES - WATER DIVISION 117977 600.8041.55460.00000 821.33
117977 600.8041.55451.00000 1,607.21
117977 600.8041.55480.00000 1,250.05
Total : 3,678.59
430066 5/8/2025 013985 FIRE SMART PROMOTIONS 118942 FY25 COMMUNITY SAFETY EQUIPMENT, FIRE HA 100.3021.53945.00000 711.15
Total : 711.15
430067 5/8/2025 000002 FLEET SERVICES INC 01P159504 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117909 710.15102 104.27
Total : 104.27
430068 5/8/2025 013523 FRAZIER MARTIAL ARTS 013523-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 610.40
Total : 610.40
430069 5/8/2025 002198 GALLS LLC 031131186 PD UNIFORMS: A DE LA ROSA 117899 100.4011.53030.00000 6.45
031131193 PD UNIFORMS: G CATES
117899 100.4011.53030.00000 6.45
031143961 PD UNIFORMS: N RUIZ
117899 100.4011.53030.00000 201.00
Page: 8
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City of Orange
9 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430069 5/8/2025 002198 GALLS LLC (Continued)
031143982 PD UNIFORMS: J KING
117899 100.4011.53030.00000 10.76
031144015 PD UNIFORMS: A MARIN
117899 100.4011.53030.00000 83.56
031144055 PD UNIFORMS: M REYNOSO
117899 100.4011.53030.00000 6.45
031157175 PD UNIFORMS: A HOFACKET
117899 100.4011.53030.00000 500.96
031157180 PD UNIFORMS: G CATES
117899 100.4011.53030.00000 11.10
Total : 826.73
430070 5/8/2025 000147 GANAHL LUMBER COMPANY 011486834 (BLA) LUMBER, SCREWS & NAILS - WATER - F 118008 600.8041.53810.00000 17.07
Total : 17.07
430071 5/8/2025 020050 GLADWELL GOVERNMENTAL SVCS 5713 RECORDS RETENTIN LEGAL REVIEW, UPDATE & 100.0401.51670.00000 750.00
Total : 750.00
430072 5/8/2025 016449 HILL, CLAUDE J 016449 INSTRUCTOR PAYMENT 100.7011.51670.00000 1,896.00
Total : 1,896.00
430073 5/8/2025 002776 INSIGHT PUBLIC SECTOR INC 1101267881 ANNUAL SOFTWARE LICENSE & MAINTENANCE - 118521 780.1601.53915.00000 442,792.27
Total : 442,792.27
430074 5/8/2025 003842 ITERIS INC 179694 AGR 7258 (20-21.40) CONSULTANT SRVCS-TRA 114826 287.5031.56100.20425 350.05
114826 550.5031.56100.20425 3,024.42
114826 550.5031.56510.20425 406.05
Total : 3,780.52
430075 5/8/2025 020475 JOE MAR POLYGRAPH 25-024-OPD PD POLYGRAPHS: L AYALA 117901 100.4011.51780.00000 250.00
Page: 9
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10 9:44:29AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430075 5/8/2025 020475 JOE MAR POLYGRAPH (Continued)
25-025-OPD PD POLYGRAPHS: A BARTLETT
117901 100.4011.51780.00000 250.00
Total : 500.00
430076 5/8/2025 000199 KENNEDY EQUIPMENT CO INC 63593 (BLA) EQUIPMENT & MACHINE REPAIRS FY24/2 118121 270.5021.51402.00000 86.20
Total : 86.20
430077 5/8/2025 001727 KEYSTONE RIDGE DESIGNS 30590 PULLMAN BENCH -DAMAGED BUS BENCH DUE TO 118395 100.5073.53820.00000 3,835.00
Total : 3,835.00
430078 5/8/2025 020962 KHARRAT, GILBERT Ref000300079 REFUND CASH OVERPAYMENT 100.20005 200.00
Total : 200.00
430079 5/8/2025 001849 KUSTOM IMPRINTS 50948 (BLA) UNIFORMS DPW CORPYARD - FY 24/25 117912 220.5022.53030.00000 858.73
50949 (BLA) UNIFORMS DPW CORPYARD - FY 24/25
117912 220.5022.53030.00000 967.06
Total : 1,825.79
430080 5/8/2025 000209 L N CURTIS & SONS INV941881 FY25 UNIFORM PURCHASE, JEDINY 118047 100.3021.53940.00000 134.26
INV941885 FY25 UNIFORM PURCHASE, COLE
118047 100.3021.53940.00000 201.38
Total : 335.64
430081 5/8/2025 015771 LAMOS, KIM 015771-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 90.00
Total : 90.00
430082 5/8/2025 020708 LEADSONLINE LLC 418289 CELLHAWK SUBSCRIPTION 4/15/25 - 10/31/25 118499 355.4011.55131.00000 735.00
Total : 735.00
430083 5/8/2025 020411 CREATE OC 020411-Spring2025 INSTRUCTOR PAYMENT Page: 10
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430083 5/8/2025 020411 CREATE OC (Continued)
100.7011.51670.00000 1,050.00
Total : 1,050.00
430084 5/8/2025 010957 LINDE GAS & EQUIPMENT INC 49209917 (BLA) WELDING SERVICE & TOOLS, WATER FY 118018 600.8011.53060.00000 240.92
Total : 240.92
430085 5/8/2025 001092 LUDWIG, DAWNA 001092-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 2,082.00
Total : 2,082.00
430086 5/8/2025 019342 MARVCO ENTERPRISES INC 138513 DISPATCH HEADSETS & MUTE SWITCHES 118524 100.4012.53060.00000 1,016.44
118524 100.4012.53011.00000 46.10
100.4012.53011.00000 104.34
Total : 1,166.88
430087 5/8/2025 000250 MC MASTER-CARR SUPPLY CO 44127752 (BLA) MATERIALS & SUPPLIES, WATER DIVISI 118021 600.8011.53930.00000 627.02
44327244 (BLA) VARIOUS TOOLS AND EQUIPMENT - FY 2
117887 120.3021.53060.00000 18.04
Total : 645.06
430088 5/8/2025 016212 MILLER, TERRY 016212 INSTRUCTOR PAYMENT 100.7011.51670.00000 1,680.00
Total : 1,680.00
430089 5/8/2025 001867 MISSION LINEN SUPPLY 04/30/25 STMT 134168 FY25 LINEN SERVICES, STATION # 4 117867 100.3022.51670.00000 246.00
04/30/25 STMT 134170 FY25 LINEN SERVICES, STATION # 7
117867 100.3022.51670.00000 246.00
04/30/25 STMT 134315 FY25 LINEN SERVICES, STATION # 3
117867 100.3022.51670.00000 357.75
04/30/25 STMT 134329 FY25 LINEN SERVICES, STATION # 5
117867 100.3022.51670.00000 358.40
04/30/25 STMT 134334 FY25 LINEN SERVICES, STATION # 1
Page: 11
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430089 5/8/2025 001867 MISSION LINEN SUPPLY (Continued) 117867 100.3022.51670.00000 426.45
04/30/25 STMT 134351 FY25 LINEN SERVICES, STATION # 2
117867 100.3022.51670.00000 255.30
04/30/25 STMT 134988 FY25 LINEN SERVICES, STATION # 8
117867 100.3022.51670.00000 249.00
04/30/25 STMT 217880 FY25 LINEN SERVICES, STATION # 6
117867 100.3022.51670.00000 496.88
523767355 PD TOWEL SERVICES FY 24-25
117866 100.4011.51670.00000 224.72
Total : 2,860.50
430090 5/8/2025 019487 MOSAIC PUBLIC PARTNERS 1691 AGR 7527.B MOSAIC PUBLIC PARTNERS CA SEA 118525 100.0000.52001.00000 7,500.00
Total : 7,500.00
430091 5/8/2025 020959 MR GUTTER OC INC 10727 CLEANING AND MAINTENANCE TO RAIN 100.5028.51401.00000 3,700.00
Total : 3,700.00
430092 5/8/2025 000261 MUNICIPAL WATER DISTRICT OF 3153 AGR 6243 - WATER CONSERVATION PARTICIPAT 118277 600.8011.53441.00000 728.00
Total : 728.00
430093 5/8/2025 001987 NIEVES LANDSCAPE INC 81117 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2 118103 100.5025.51431.00000 129.84
Total : 129.84
430094 5/8/2025 000096 ORANGE CNTY TREASURER-TAX COLL STTM002783 AGR 1461 PD MOBILE RADIO MAINTENANCE JAN 117983 100.4011.51040.00000 405.85
Total : 405.85
430095 5/8/2025 000096 COUNTY OF ORANGE Z2555565 (BLA) ENCROACHMENT PERMITS - WATER DIVIS 118075 600.8041.51520.00000 347.90
Total : 347.90
430096 5/8/2025 020524 LINDA PAULSON 020524 INSTRUCTOR PAYMENT 100.7011.51670.00000 1,411.20
Page: 12
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City of Orange
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430096 5/8/2025 020524 020524 LINDA PAULSON (Continued) Total : 1,411.20 430097 5/8/2025 001325 PEST OPTIONS INC 462481 (BLA) RODENT CONTROL - FY 24/25 117889 100.7022.51420.00000 225.00
462485 (BLA) RODENT CONTROL - FY 24/25
117889 100.7022.51420.00000 290.00
462500 (BLA) RODENT CONTROL - FY 24/25
117889 100.7022.51420.00000 290.00
462656 (BLA) RODENT CONTROL - FY 24/25
117889 100.7022.51420.00000 230.00
Total : 1,035.00
430098 5/8/2025 000314 PETES ROAD SERVICE INC 25-0831829-00 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL 117984 710.5023.53750.00000 220.50
25-0832442-00 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL
117984 710.5023.53750.00000 569.00
Total : 789.50
430099 5/8/2025 007130 PTI SAND & GRAVEL INC 0152675 (BLA) SAND & ASPHALT SUPPLIES - WATER DI 117985 600.8041.55451.00000 1,580.64
Total : 1,580.64
430100 5/8/2025 006737 RAMONA INC S-252-1 AGR 7766 (24-25.04) - ANNUAL SEWER REPL 118532 220.5011.56200.15508 320,450.00
S-252-1 Retainage (16,022.50)
Total : 304,427.50
430101 5/8/2025 020742 RAPID FIRE SAFETY & SECURITY 706402003 FIRE ALARM MONITORING 100.5028.51423.00000 50.00
Total : 50.00
430102 5/8/2025 016781 SAN DIEGO FRICTION PRODUCTS 05P37570 AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE 710.15102 425.61
Total : 425.61
430103 5/8/2025 018597 SAN JUAN, CLYDE 018597 INSTRUCTOR PAYMENT 100.7011.51670.00000 288.00
Page: 13
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City of Orange
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430103 5/8/2025 018597 018597 SAN JUAN, CLYDE (Continued) Total : 288.00 430104 5/8/2025 001006 SASE COMPANY LLC INV369718 (BLA) CONCRETE SUPPLIES & REPAIRS. ~ 118257 263.5021.53840.00000 197.40
Total : 197.40
430105 5/8/2025 000372 SELMAN CHEVROLET CO 633680 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 118038 710.15102 390.59
Total : 390.59
430106 5/8/2025 004604 SHRED-WISE INC 17620040125 SHREDDING SERVICES 100.0201.53011.00000 50.00
Total : 50.00
430107 5/8/2025 000635 SMITH-EMERY LABORATORIES 495521-2 (BLA) YARD IMPROVEMENT FIELD TECHNICIAN 118528 220.5028.56015.12982 1,749.45
Total : 1,749.45
430108 5/8/2025 001077 SNAP-ON TOOL INDUSTRIAL DIV ARV/64443114 FLEET SOFTWARE 710.5023.53020.00000 834.21
Total : 834.21
430109 5/8/2025 000718 SOUTH COAST AQMD 4512122 (BLA) EMISSIONS, HOT SPOTS & ANNUAL RENE 118107 100.5028.51423.00000 541.04
4514452 (BLA) EMISSIONS, HOT SPOTS & ANNUAL RENE
118107 100.5028.51423.00000 165.96
Total : 707.00
430110 5/8/2025 016802 SOUTHERN CALIFORNIA SHREDDING 276434 PD DOCUMENT SHREDDING FY 24-25 100.4011.51670.00000 130.00
280811 PD DOCUMENT SHREDDING FY 24-25
100.4011.51670.00000 150.00
Total : 280.00
430111 5/8/2025 001303 SUNRISE MULTISPECIALIST MED CT 00192776-00 AGR 7127.B - ANNUAL FIREFIGHTER PHYSICAL 118452 100.3011.51640.20460 762.00
00192865-00 AGR 7127.B - ANNUAL FIREFIGHTER PHYSICAL
118452 100.3011.51640.20460 707.00
Page: 14
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City of Orange
15 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430111 5/8/2025 001303 001303 SUNRISE MULTISPECIALIST MED CT (Continued) Total : 1,469.00 430112 5/8/2025 015818 THE DANCE CENTRE 015818-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 1,102.50
Total : 1,102.50
430113 5/8/2025 020346 THE WORLD FAMOUS PASCUAL 000057 PD UNIFORMS FY 24-25: A HOFACKET 100.4011.53030.00000 178.71
000058 PD UNIFORMS FY 24-25: C BELTRAN
100.4011.53030.00000 178.71
000059 PD UNIFORMS FY 24-25: I RIVERA
100.4011.53030.00000 178.71
Total : 536.13
430114 5/8/2025 002294 T-MOBILE 9602803909 DR# 25-03-0538 100.4031.51670.00000 150.00
Total : 150.00
430115 5/8/2025 002753 TOWNSEND PUBLIC AFFAIRS INC 23389 ARG 7574 - GRANT WRITING AND LEGISLATIVE 118279 100.0201.51670.00000 9,000.00
Total : 9,000.00
430116 5/8/2025 017374 TRIAD CONSULTING & SYSTEMS DES 1146 AGR 7733 - GENETEC SERVER AND ARCHIVER I 118271 790.1601.56033.20456 25,260.00
1147 (BLA) ON-CALL AS NEEDED SERVICES - FY 24
118204 780.1601.51670.00000 180.00
1156 AGR 7733 - GENETEC SERVER AND ARCHIVER I
118271 790.1601.56033.20456 5,450.00
1157 (BLA) ON-CALL AS NEEDED SERVICES - FY 24
118204 780.1601.51670.00000 810.00
1158 AGR 7069 - SECURITY CONSULTING AND DESIG
113738 553.1601.56033.20347 3,230.00
Total : 34,930.00
430117 5/8/2025 014251 TRIFYTT SPORTS 014251-Spring2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 4,383.60
Total : 4,383.60
Page: 15
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City of Orange
16 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430118 5/8/2025 017152 TRIPEPI SMITH AND ASSOCIATES I 14599 AGR 7696 - SB 1383 LOCAL ASSISTANCE GRAN 117855 100.5001.51670.30251 3,533.00
Total : 3,533.00
430119 5/8/2025 002977 TYLER TECHNOLOGIES INC 045-516273 AGR 7662 - ENTERPRISE RESOURCE PLANNING 117724 600.1222.56510.20391 592.88
117724 790.1601.56033.20391 1,807.12
Total : 2,400.00
430120 5/8/2025 013781 ULTIMATE MAINTENANCE SERVICES 35197 AGR 7196.1 (20-21.42) CUSTODIAL SERVICES 118167 100.5028.51422.00000 400.00
Total : 400.00
430121 5/8/2025 000419 DIG SAFE BOARD 420250518 (BLA) CALIFORNIA STATE FEE FOR REGULATOR 118064 600.8041.51520.00000 629.75
Total : 629.75
430122 5/8/2025 000419 UNDERGROUND SERVICE ALERT 24-253628 (BLA) CALIFORNIA STATE FEE FOR REGULATOR 118064 600.8041.51520.00000 196.78
Total : 196.78
430123 5/8/2025 019230 UNITED RENTALS INC 247154973-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24 117872 263.5021.53840.00000 294.38
247332651-001 (BLA) EQUIPMENT RENTAL & SUPPLIES FY 24-
118514 600.8041.51330.00000 298.21
247383744-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 891.31
Total : 1,483.90
430124 5/8/2025 020965 VALHOLL, VICTOR 043025RB VALHOLL REIMB: SECOND HAND DEALER & FIREARMS BUI 100.4011.48222.00000 300.00
100.4013.46959.00000 70.00
Total : 370.00
430125 5/8/2025 000431 W W GRAINGER INC 9476809513 (BLA) PARTS & SUPPLIES FOR MAINTENANCE O 118068 600.8011.51510.00000 156.72
Total : 156.72
Page: 16
67 05/08/2025
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City of Orange
17 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430126 5/8/2025 002319 WATERLINE TECHNOLOGIES 5736708 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR 117955 600.8011.53530.00000 510.30
5736709 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 599.61
5736710 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 472.03
5736711 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 478.41
5736712 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 835.62
5737511 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 414.62
5737512 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 414.62
5737513 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 491.17
5737514 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 478.41
5737516 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 503.93
Total : 5,198.72
430127 5/8/2025 000439 WEST COAST ARBORISTS INC 227467 AGR 7521 (22-23.38) DPW TREE TREE MAINTE 118111 220.5025.51700.00000 30,701.00
227469 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 293.5025.51700.00000 1,728.00
227470 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 100.5025.51700.00000 3,864.00
227473 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 600.5025.51431.00000 3,222.00
228051 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 291.5025.51700.00000 576.00
228052 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 220.5025.51700.00000 29,217.00
228056 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
118111 600.5025.51431.00000 1,152.00
228057 AGR 7521 (22-23.38) DPW TREE TREE MAINTE
Page: 17
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City of Orange
18 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430127 5/8/2025 000439 WEST COAST ARBORISTS INC (Continued) 118111 100.5025.51700.00000 9,322.00
228082 AGR 7521 (22-23.38) PARKS TREE MAINTENAN
118112 100.7022.51420.00000 23,676.00
Total : 103,458.00
430128 5/8/2025 020843 WEST COAST BATTERIES LLC V25041 (BLA) AUTOMOTIVE BATTERIES FOR CITY 118431 710.15102 531.26
Total : 531.26
430129 5/8/2025 016092 WINZER CORPORATION 3199199 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117958 710.15102 384.87
Total : 384.87
430130 5/8/2025 011766 LINE GEAR FIRE & RESCUE EQUIP 48992 SAFETY BOOTS FROM FY24, PERRY 118160 100.3021.53040.00000 214.42
50721 UNIFORM PURCHASE FROM FY24, SHIRTS FOR S
118160 100.3021.53940.20490 103.44
60270 FY25 UNIFORM PURCHASE, SEMLER
118160 100.3021.53940.20490 275.84
60271 FY25 UNIFORM PURCHASE, MEYER
118160 100.3011.53030.00000 323.25
60276 FY25 UNIFORM PURCHASE, RYNEARSON
118160 100.3021.53940.20490 434.23
60287 FY25 UNIFORM PURCHASE, DIERSING
118160 100.3011.53030.00000 850.15
60300 FY25 UNIFORM PURCHASE, FREY
118160 100.3011.53030.00000 161.63
60301 FY25 UNIFORM PURCHASE, PERRY
118160 100.3021.53940.20490 161.63
60302 FY25 UNIFORM PURCHASE, PUGH
118160 100.3021.53940.20490 474.10
60303 FY25 UNIFORM PURCHASE, LOBATO
118160 100.3011.53030.00000 301.70
60304 FY25 UNIFORM PURCHASE, CHOI
118160 100.3011.53030.00000 171.32
60305 FY25 UNIFORM PURCHASE, DUNWOODY
Page: 18
69 05/08/2025
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City of Orange
19 9:44:29AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430130 5/8/2025 011766 LINE GEAR FIRE & RESCUE EQUIP (Continued) 118160 100.3011.53030.00000 182.10
60306 FY25 UNIFORM PURCHASE, MATTES
118160 100.3011.53030.00000 516.12
60307 FY25 UNIFORM PURCHASE, TOMASICK
118160 100.3021.53940.20490 275.84
60308 FY25 UNIFORM PURCHASE, MARLATT
118160 100.3011.53030.00000 312.48
60309 FY25 UNIFORM PURCHASE, ARAUJO
118160 100.3011.53030.00000 312.48
60310 FY25 UNIFORM PURCHASE, BALLADARES
118160 100.3011.53030.00000 161.63
60311 FY25 UNIFORM PURCHASE, MYGATT
118160 100.3021.53940.20490 156.24
60314 FY25 UNIFORM PURCHASE, CUNANAN
118160 100.3011.53030.00000 156.24
60315 FY25 UNIFORM PURCHASE, GERARD
118160 100.3011.53030.00000 177.79
60316 FY25 UNIFORM PURCHASE, HAMILTON
118160 100.3011.53030.00000 338.34
60317 FY25 UNIFORM PURCHASE, GONZALEZ
118160 100.3011.53030.00000 332.95
60318 FY25 UNIFORM PURCHASE, GREGO
118160 100.3011.53030.00000 334.03
60319 FY25 UNIFORM PURCHASE, DEWALSCHE
118160 100.3011.53030.00000 182.10
Total : 6,910.05
430131 5/8/2025 001153 ZOLL MEDICAL CORP 4187148 (BLA) MEDICAL SUPPLIES FY 24/25 117876 120.3022.55131.00000 1,344.62
Total : 1,344.62
123 Vouchers for bank code : wfap Bank total : 2,301,427.78 123 Vouchers in this report Total vouchers : 2,301,427.78 Page: 19
70 05/08/2025
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City of Orange
20 9:44:29AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount Page: 20
71 Warrant Writing Confirmation Date: 05/08/25 2 of 5 reports for 06/10/25 Council Meeting
05-08-2025
0309
05-12-2025
05-12-2025
05-12-2025
72 05/15/2025
Voucher List
City of Orange
1 9:16:52AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 5524 5/13/2025 000261 MUNICIPAL WATER DISTRICT OF 11766 PURCHASE WATER MARCH 2025 600.8011.53420.00000 206,269.00
Total : 206,269.00
430132 5/15/2025 010063 ANIMAL FRIENDS PET HOTEL 704543160 VET SERVICES: K9 WYATT 117864 100.4021.51650.00000 604.00
Total : 604.00
430133 5/15/2025 010063 ANIMAL FRIENDS PET HOTEL 706767843 BOARDING SERVICES: K9 NASH 117864 100.4021.51650.00000 325.00
Total : 325.00
430134 5/15/2025 010063 ANIMAL FRIENDS PET HOTEL 706667979 VET SERVICES: K9 WYATT 117864 100.4021.51650.00000 152.00
Total : 152.00
430135 5/15/2025 002217 AT&T 05/04/2025 04/04/2025-05/03/2025 CITYWIDE PHONE SVC 100.0401.51670.00000 31.90
100.3011.51011.00000 31.90
100.5028.51423.00000 31.90
100.5028.51450.20421 504.32
780.1601.51011.00000 2,034.79
Total : 2,634.81
430136 5/15/2025 001011 WEX BANK 104655970 PD GASOLINE CHARGES 5/6/25 100.4033.53750.00000 393.97
Total : 393.97
430137 5/15/2025 014984 BERNAL, JULIAN 04/29/25-05/02/25 CFMA PER DIEM 04/29-25-05/02/25 710.5023.51830.00000 207.00
Total : 207.00
430138 5/15/2025 020967 COLTON, JONATHAN RUNNING SHOES 24/25 RUNNING SHOES REIMB 2024/2025 100.3011.53030.00000 131.72
Total : 131.72
430139 5/15/2025 020315 CULLEN AND ASSOCIATES INC 016 3/3-4/30/25: 95 HRS /AGR 7643.1 - CONSUL Page: 1
73 05/15/2025
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City of Orange
2 9:16:52AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430139 5/15/2025 020315 CULLEN AND ASSOCIATES INC (Continued) 118232 100.1201.51670.00000 11,400.00
Total : 11,400.00
430140 5/15/2025 017280 DAVIS, ROBERT JAN-JUN2024 PHONE REIMBURSEMENT JAN - JUN 2024 780.1601.51030.00000 180.00
Total : 180.00
430141 5/15/2025 019451 FIORE, CJ EMSA PARAMEDIC FEE CA EMSA PARAMEDIC LICENSE RENEWAL FEE 20 125.3022.51840.00000 250.00
Total : 250.00
430142 5/15/2025 017281 HINOJOSA, ROBERT JAN-JUN 2024 PHONE REIMBURSEMENT JAN - JUN 2024 780.1601.51030.00000 180.00
Total : 180.00
430143 5/15/2025 020966 MAHLKE, JENNIFER 1002 APR 2025 TEAM ORANGE SPEAKING ENGAGEMENT 100.0201.51670.20207 400.00
Total : 400.00
430144 5/15/2025 020446 MURILLO, JESUS RB 04/28/25-04/29/25 CFMA PER DIEM 04/28/25-04/29/25 710.5023.51830.00000 126.00
Total : 126.00
430145 5/15/2025 002725 NGUYEN, RANDY 2025NGUYEN REIMBURSEMENT PROFESSIONAL ENGINEERS LIC 100.5011.51860.00000 180.00
Total : 180.00
430146 5/15/2025 000300 ORANGE ELDERLY SERVICES INC OES-OPS-MAY2025 AGR 7129 MONTHLY OPERATION OF THE SENIOR 118427 100.7041.51670.00000 18,675.00
Total : 18,675.00
430147 5/15/2025 016068 ROSALES, CRISANTO RB 04/28/25-05/02/25 CFDA PER DIEM 04/28/25-05/02/25 710.5023.51830.00000 369.00
Total : 369.00
430148 5/15/2025 016366 SPECIALTY TRUCK COLLISION 18316 AUTOMOTIVE REPAIRS TO UNIT 1717 DUE TO A 118548 740.0312.52320.00000 5,091.00
Page: 2
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430148 5/15/2025 016366 SPECIALTY TRUCK COLLISION (Continued) 740.0312.52320.00000 38.36
Total : 5,129.36
430149 5/15/2025 019994 4LEAF INC J4167L-R AGR 7517.1 - CODE ENFORCEMENT CONTRACT S 118535 100.6032.51780.00000 18,541.22
Total : 18,541.22
430150 5/15/2025 000539 AIR SOURCE INDUSTRIES 00950006 FY25 CYLINDER RENTAL, STATION # 1 117877 125.3022.53510.00000 368.20
Total : 368.20
430151 5/15/2025 001272 ALCORN FENCE CO 85369 (BLA) GUARDRAIL, FENCE SUPPLIES & REPAIR 118114 100.5073.53820.00000 3,641.11
Total : 3,641.11
430152 5/15/2025 020698 ALL CITY MANAGEMENT SERVICES I 100730 AGR 7750 - CROSSING GUARD SERVICES FY 24 118247 100.4041.51670.00000 20,990.85
Total : 20,990.85
430153 5/15/2025 020164 ALS GROUP USA INC 522502990 AGR 7001.2 - WATER QUALITY TESTING - FY 118093 600.8011.51670.00000 992.00
Total : 992.00
430154 5/15/2025 002579 AMERICAN SANITARY SUPPLY IN-AM042881 2025 APRIL AMERSEN INV# IN-AM042881 118497 100.15101 1,005.00
118497 100.3021.53620.00000 959.92
118497 100.7022.53620.00000 739.00
118497 100.15101 1.66
118497 100.3021.53620.00000 1.66
118497 100.7022.53620.00000 1.65
100.15101 77.89
100.3021.53620.00000 74.39
100.7022.53620.00000 57.27
Total : 2,918.44
430155 5/15/2025 019520 ANSWER CALIFORNIA 000036-336-381 (BLA) ANSWERING SERVICE - WATER DIVISION 117962 600.8011.51670.00000 709.48
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430155 5/15/2025 019520 019520 ANSWER CALIFORNIA (Continued) Total : 709.48 430156 5/15/2025 001147 ARCHIES TOWING 246684 DR# 22-01-0169 117878 350.4041.51780.00000 1,322.50
250059 DR# 22-09-1068
117878 350.4041.51780.00000 1,055.50
256153 DR# 24-01-0176
117878 350.4041.51780.00000 593.50
256199 DR# 23-12-0072
117878 350.4041.51780.00000 658.50
261094 DR# 24-10-1065
117878 350.4041.51780.00000 295.50
262974 DR# 25-03-0824
117878 350.4041.51780.00000 142.50
263500 DR# 25-04-0659
117878 350.4041.51780.00000 151.00
Total : 4,219.00
430157 5/15/2025 005378 AUTO ZONE 05527080036 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117922 710.15102 39.24
05942116423 CREDIT MEMO (BLA) AUTOMOTIVE PARTS FOR C
117922 710.15102 -286.60
05942206242 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117922 710.15102 21.08
05942224069 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117922 710.15102 9.68
05942224144 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117922 710.15102 220.89
Total : 4.29
430158 5/15/2025 001014 B & M LAWN & GARDEN CENTER 679490 SUPPLIES & MATERIALS - CHANNEL 220.5022.53670.00000 192.89
679491 (BLA) SUPPLIES & MATERIALS PW FIELD SERV
118116 220.5022.53670.00000 105.58
680121 (BLA) SUPPLIES & MATERIALS PW FIELD SERV
118116 220.5022.53670.00000 76.81
118116 270.5021.53670.00000 3.16
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430158 5/15/2025 001014 001014 B & M LAWN & GARDEN CENTER (Continued) Total : 378.44 430159 5/15/2025 002478 BAB STEERING HYDRAULICS INC 01004383 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL 117923 710.5023.53750.00000 412.93
Total : 412.93
430160 5/15/2025 013658 BEE EMERGENCY RESPONSE TE 025088 (BLA) BEE REMOVAL FROM PARKS LOCATIONS - 117879 100.7022.51700.00000 110.00
Total : 110.00
430161 5/15/2025 018258 BENDER READY MIX INC 191968 (BLA) CONCRETE MATERIAL - FY 24/25 117880 263.5021.53840.00000 1,576.38
Total : 1,576.38
430162 5/15/2025 002011 BURTONS FIRE INC S67075 (BLA) PARTS FOR FIRE APPARATUS FY 24/25 117881 710.15102 108.78
S67931 (BLA) PARTS FOR FIRE APPARATUS FY 24/25
117881 710.15102 1,042.89
S67935 (BLA) PARTS FOR FIRE APPARATUS FY 24/25
117881 710.15102 441.01
S67937 (BLA) PARTS FOR FIRE APPARATUS FY 24/25
117881 710.15102 2,262.56
Total : 3,855.24
430163 5/15/2025 001624 C WELLS PIPELINE MATERIALS SINV25-2512 (BLA) MAINLINE SUPPLIES - WATER DIVISION 117969 600.8041.55451.00000 5,242.04
Total : 5,242.04
430164 5/15/2025 000069 CALIFORNIA FORENSIC PHLEBOTOMY 2897 BLOOD DRAWS APR 2025 117897 100.4041.51670.00000 7,020.00
Total : 7,020.00
430165 5/15/2025 009578 CALIFORNIA PRO ENGINEERING INC CPEPP#3 AGR 7466 (22-23.18) CHAPMAN AVE & BATAVI 116534 263.5074.56100.20329 24,934.46
116534 550.5032.56100.20329 41,095.40
CPEPP#3 Retainage (3,301.49)
Total : 62,728.37
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430166 5/15/2025 017952 CAL-STATE AUTO PARTS INC 402976 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117904 710.15102 160.27
403720 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 8.61
403721 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 26.77
405815 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 47.30
406472 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 314.32
406617 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 159.47
560343 CREDIT MEMO (BLA) AUTOMOTIVE PARTS FOR C
117904 710.15102 -192.93
560531 CREDIT MEMO (BLA) AUTOMOTIVE PARTS FOR C
117904 710.15102 -19.40
Total : 504.41
430167 5/15/2025 006583 CAM SERVICES 114226 AGR 7379 - (21.22.39) STEAM CLEANING SER 118140 100.7022.51420.00000 195.00
118140 105.7022.51424.00000 195.00
114227 AGR 7379 - (21.22.39) STEAM CLEANING SER
118140 100.7022.51420.00000 367.00
114228 AGR 7379 - STEAM CLEAN SERVICES FOR
118000 100.5022.51700.00000 185.00
114229 AGR 7379 - STEAM CLEAN SERVICES FOR
118000 100.5022.51700.00000 400.00
114230 AGR 7379 - STEAM CLEAN SERVICES FOR
118000 100.5022.51700.00000 750.00
114231 AGR 7379 - STEAM CLEAN SERVICES FOR
118000 100.5022.51700.00000 1,139.00
Total : 3,231.00
430168 5/15/2025 020651 CARDINAL PAINT AND POWDER INC I250034829 MAINT OF HYDRANTS - ORANGE GLOSS SPRAY P 118193 600.8041.51550.00000 3,695.83
Total : 3,695.83
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430169 5/15/2025 006308 CDCE INC 143551 RENEWAL MAINTENANCE IT NETCLOUD 118520 780.1601.51420.00000 9,082.00
143576 MDC PANASONIC TOUGHBOOKS & DOCKING STATI
118475 355.4011.56032.20335 6,549.00
355.4011.56032.20335 461.90
Total : 16,092.90
430170 5/15/2025 018974 CHARTER COMMUNICATIONS 188991501050125 (BLA) FIBER AND INTERNET SERVICE - FIRE 117863 100.3011.51011.00000 268.29
189065401050125 (BLA) FIBER AND INTERNET SERVICE - FIRE 117863 100.3011.51011.00000 268.29
189065501050125 (BLA) FIBER AND INTERNET SERVICE - FIRE 117863 100.3011.51011.00000 40.00
189065601050125 (BLA) FIBER AND INTERNET SERVICE - FIRE 117863 100.3011.51011.00000 690.00
Total : 1,266.58
430171 5/15/2025 001530 CHATTEL INC 2503-ORG03 AGR 7351.1 - HISTORIC PRESERVATION CONS 115325 100.6021.51670.00000 332.50
Total : 332.50
430172 5/15/2025 019162 CINTAS 4228318542 (BLA) LAUNDRY SERVICE FOR FLEET.~ FY 24/ 117905 710.5023.51721.00000 145.24
4229018395 (BLA) LAUNDRY SERVICE FOR FLEET.~ FY 24/
117905 710.5023.51721.00000 145.24
Total : 290.48
430173 5/15/2025 001857 COAST RECREATION INC 16661 (BLA) REPAIR & REPLACEMENT OF PLAY EQUIP 117906 100.7022.53673.00000 1,621.75
Total : 1,621.75
430174 5/15/2025 001997 COMPRESSED AIR SPECIALTIES INC 00044489 FY25 FIXED EQUIP. REPAIR 100.3021.51402.00000 263.36
Total : 263.36
430175 5/15/2025 002239 COUNTY OF ORANGE STCS002790 4/1-6/30/25 800MHZ QUARTERLY COST ALLOCA 120.4011.53670.12222 49,120.22
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430175 5/15/2025 002239 COUNTY OF ORANGE (Continued)
120.3011.53670.12222 42,513.57
600.8041.53670.12222 2,096.84
100.6001.53670.12222 1,150.93
100.7001.53670.12222 3,452.89
220.5022.53670.12222 599.12
270.5021.53670.12222 898.68
710.5023.53670.12222 299.58
Total : 100,131.83
430176 5/15/2025 005556 CPAC INC SI - 1301136 NEW - SURFACE PRO 10 W/ KYBD & PEN FOR 118508 790.1601.56033.20282 215.00
790.1601.56033.20282 16.67
Total : 231.67
430177 5/15/2025 016793 CROWN CASTLE FIBER LLC 1838763 MONTHLY SERVICE COSTS FOR P2P DARK FIBER 118141 780.1601.51011.00000 2,400.00
Total : 2,400.00
430178 5/15/2025 001082 CUES INC 970044955 GRANITE OFFICE SOFTWARE & SERVICES 118460 220.5022.51700.00000 4,486.00
Total : 4,486.00
430179 5/15/2025 000101 CULLIGAN 1989564 (BLA) MONTHLY WATER SERVICES FOR ADMIN B 118095 100.0201.53011.00000 59.10
1989982 (BLA) PORTABLE TANK EXCHANGE - WATER FY
118003 600.8011.53060.00000 112.86
Total : 171.96
430180 5/15/2025 011306 DDL TRAFFIC INC 9399 SIGNAL PRE-EMPTION W/GPS OPTICOM 24/25 118447 560.3021.56670.12406 44,684.00
560.3021.56670.12406 2,750.01
Total : 47,434.01
430181 5/15/2025 000112 DEPT OF TRANSPORTATION SL250482 ENERGY COSTS- CLTRANS /CITY JOINT 100.0000.51231.00000 7,624.32
100.5074.51700.00000 15,852.78
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430181 5/15/2025 000112 000112 DEPT OF TRANSPORTATION (Continued) Total : 23,477.10 430182 5/15/2025 014203 DIVERSIFIED THERMAL SERVICES S404753 BUILDING MAINTENANCE AND REPAIRS - PARKI 100.5028.51450.20421 1,026.92
Total : 1,026.92
430183 5/15/2025 011271 DOERSCHEL, DARREN 162147 AGR 5921.G.1- TV/AV PRODUCTION SRVCS, TE 118158 780.1601.51670.00000 4,500.00
Total : 4,500.00
430184 5/15/2025 017762 DAVID WILSON'S VILLA FORD 065989 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 118004 710.15102 87.37
066101 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
118004 710.15102 117.07
Total : 204.44
430185 5/15/2025 009593 ELITE EQUIPMENT 50668 PARTS & REPAIRS FOR TOKU BREAKER 270.5021.51402.00000 294.36
Total : 294.36
430186 5/15/2025 002741 EMERGENCY RESPONSE CRIME SCENE OP2025-214 DECONTAMINATION UNIT: 1825 100.4011.51670.00000 375.00
Total : 375.00
430187 5/15/2025 001639 FACTORY MOTOR PARTS CO 106-599120 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117908 710.15102 45.26
11-2038735 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117908 710.15102 129.30
Total : 174.56
430188 5/15/2025 017107 FAILSAFE TESTING LLC 14162 FY25 LADDER TESTING FEES 100.3021.51402.00000 1,058.90
Total : 1,058.90
430189 5/15/2025 019716 FASTSIGNS 69701 2349-3117 2025 FASTSIGNS INV# 2349-3117 100.1201.53011.00000 14.67
100.0301.53011.00000 14.67
100.5001.53011.00000 58.66
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430189 5/15/2025 019716 FASTSIGNS 69701 (Continued)
100.1201.53011.00000 0.82
100.0301.53011.00000 0.82
100.5001.53011.00000 3.25
Total : 92.89
430190 5/15/2025 002278 FERGUSON ENTERPRISES INC DBA P WP069281 (BLA) MAINLINE SUPPLIES - WATER DIVISION 117977 600.8041.55460.00000 34.72
117977 600.8041.55451.00000 67.95
117977 600.8041.55480.00000 52.85
Total : 155.52
430191 5/15/2025 000002 FLEET SERVICES INC 01P159687 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117909 710.15102 60.77
01P159782 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117909 710.15102 48.01
01P159792 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117909 710.15102 107.64
01P159964 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117909 710.15102 76.93
Total : 293.35
430192 5/15/2025 012434 FORENSIC NURSE SPECIALISTS INC 6234 DR# 25-04-0159 117978 100.4031.51640.00000 600.00
Total : 600.00
430193 5/15/2025 002958 FORTEL TRAFFIC INC 15400 AGR 7410 - PROFESSIONAL SERVICES- AS-NEE 116210 500.5032.56100.16302 2,014.84
Total : 2,014.84
430194 5/15/2025 002177 FULLER TRUCK ACCESSORIES W63887 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117931 710.15102 64.65
Total : 64.65
430195 5/15/2025 002198 GALLS LLC 031178673 PD UNIFORMS: A HOFACKET 117899 100.4011.53030.00000 586.93
031178695 PD UNIFORMS: J NORMAN
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430195 5/15/2025 002198 GALLS LLC (Continued)
117899 100.4011.53030.00000 10.88
031178701 PD UNIFORMS: A HOFACKET
117899 100.4011.53030.00000 21.52
031178717 PD UNIFORMS: C BELTRAN
117899 100.4011.53030.00000 300.93
031204793 PD UNIFORMS: G FARMER
117899 100.4011.53030.00000 19.36
031204798 PD UNIFORMS: A HOFACKET
117899 100.4011.53030.00000 180.03
031204846 PD UNIFORMS: C BELTRAN
117899 100.4011.53030.00000 20.46
031218221 PD UNIFORMS: J NORMAN
117899 100.4011.53030.00000 19.78
031218225 PD UNIFORMS: N RUIZ
117899 100.4011.53030.00000 43.06
031218258 PD UNIFORMS: L REED
117899 100.4011.53030.00000 91.26
Total : 1,294.21
430196 5/15/2025 000147 GANAHL LUMBER COMPANY 011488333 (BLA) ROADCREW MATERIALS & SUPPLIES - FY 118074 263.5021.53840.00000 92.61
011489442 FY25 DOOR PURCHASE FOR DORM REMODEL AT S
100.3021.53810.00000 296.31
Total : 388.92
430197 5/15/2025 001126 GENERAL PUMP COMPANY 32360 AGR 7534 - (22-23.40) - WELL MAINTENANCE 118078 600.8011.51510.00000 25,600.99
32391 AGR 7534 - (22-23.40) - WELL MAINTENANCE
118078 600.8011.51510.00000 197,358.19
Total : 222,959.18
430198 5/15/2025 009190 GLOBAL POWER GROUP INC 103471 (BLA) PM & REPAIRS CITY FACILITY FY 24/2 118079 100.5028.51401.00000 1,360.00
Total : 1,360.00
430199 5/15/2025 002445 GMS ELEVATOR SERVICES 124155 (BLA) PM & REPAIRS CITY ELEVATORS.~ FY 2 Page: 11
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430199 5/15/2025 002445 GMS ELEVATOR SERVICES (Continued) 118080 100.5028.51401.00000 815.00
124579 (BLA) PM & REPAIRS CITY ELEVATORS.~ FY 2
118080 100.5028.51401.00000 815.00
Total : 1,630.00
430200 5/15/2025 000169 HARRINGTON INDUSTRIAL PLASTICS 002S6085 (BLA) TUBING & FITTINGS FOR WELLS, WATER 118012 600.8011.51510.00000 211.19
Total : 211.19
430201 5/15/2025 001513 HINDERLITER, DE LLAMAS & ASSOC SIN050027 APR-JUN 2025 Q4 /AGR 3090.D-SALES & USE 118347 100.1201.51670.00000 9,876.56
Total : 9,876.56
430202 5/15/2025 000175 HI-STANDARD AUTOMOTIVE, LLC 30290 2413 AUTOMOTIVE OUTFITTING TO UNIT 2413 118355 720.5023.55212.19999 18,873.50
720.5023.55212.19999 1,165.95
30296 AUTOMOTIVE REPAIRS FOR CITY VEHICLE MAIN
710.5023.53750.00000 400.00
Total : 20,439.45
430203 5/15/2025 006309 HUNTINGTON SECURITY SYSTEMS 0021451-IN ALARM SERVICE - FS3 100.5028.51423.00000 34.59
0021452-IN ALARM SERVICE - FIRE HQ
100.5028.51423.00000 34.59
Total : 69.18
430204 5/15/2025 018475 IMPERIAL BAG AND PAPER CO LLC 37474234 2025 APRIL IMPERIAL DADE INV# 37474234 118523 100.15101 4,238.57
100.15101 328.49
Total : 4,567.06
430205 5/15/2025 006466 IMPERIAL SPRINKLER SUPPLY INC 0020474923-001 (BLA) IRRIGATION SUPPLIES - FY 24-25 117885 100.7022.51780.00000 204.73
Total : 204.73
430206 5/15/2025 012820 INLAND KENWORTH US INC 303189MNP AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE 710.15102 167.02
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430206 5/15/2025 012820 INLAND KENWORTH US INC (Continued) 303842MNP AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE
710.15102 935.68
Total : 1,102.70
430207 5/15/2025 017338 INTRATEK COMPUTER INC 20250148 AGR 7524 - IT HELP DESK & DESKTOP TECHNI 118159 780.1601.51670.00000 28,701.13
Total : 28,701.13
430208 5/15/2025 001828 IRV SEAVER MOTORCYCLES 20250828 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL 118014 710.5023.53750.00000 747.29
20250837 2512 AUTOMOTIVE OUTFITTING FOR UNIT 2512
720.5023.55212.19999 300.00
20250894 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL
118014 710.5023.53750.00000 759.29
20250895 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL
118014 710.5023.53750.00000 121.50
Total : 1,928.08
430209 5/15/2025 020475 JOE MAR POLYGRAPH 25-026-OPD PD POLYGRAPHS: C WILLIAMS 117901 100.4011.51780.00000 250.00
25-027-OPD PD POLYGRAPHS: G NEWBECK
117901 100.4011.51780.00000 250.00
Total : 500.00
430210 5/15/2025 020922 JOHN ROBINSON CONSULTING INC OR202501-01 AGR 7812 - CROSS-CONNECTION CONTROL MANA 118491 600.8011.51620.00000 15,825.00
Total : 15,825.00
430211 5/15/2025 012657 KARISH INDUSTRIES INC 28263 (BLA) ELECTRICAL WIRING SUPPLIES - FY 24 118099 500.5032.56100.20374 4,975.36
Total : 4,975.36
430212 5/15/2025 017799 KEN GRODY FORD 587498 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL 117934 710.5023.53750.00000 851.45
Total : 851.45
430213 5/15/2025 016844 KILTER TERMITE AND PEST CONTRL 628022 (BLA) PEST CONTROL SERVICES~ FY 24/25 Page: 13
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430213 5/15/2025 016844 KILTER TERMITE AND PEST CONTRL (Continued) 118084 100.5028.51423.00000 160.00
628027 (BLA) PEST CONTROL SERVICES~ FY 24/25
118084 100.5028.51423.00000 250.00
628037 (BLA) PEST CONTROL SERVICES~ FY 24/25
118084 100.5028.51423.00000 250.00
Total : 660.00
430214 5/15/2025 004815 KOA CORPORATION KAJC23069-25 ON CALL TRAFFIC ENGINEERING/PLAN CHECKIN 100.5001.51670.30211 9,045.50
Total : 9,045.50
430215 5/15/2025 018640 KONICA MINOLTA BUSINESS SOLUTI 501320329 LIBRARY COPIES MAIN DOWNSTAIRS JAN - MAR 100.2001.51330.00000 241.00
501320507 LIBRARY COPIES MAIN UPSTAIRS JAN-MAR
100.2001.51330.00000 10.31
501320508 EL MODENA LIBRARY COPIES JAN-MAR
100.2001.51330.00000 66.79
501320509 LIBRARY COPIES TAFT JAN - MAR
100.2001.51330.00000 79.78
Total : 397.88
430216 5/15/2025 001849 KUSTOM IMPRINTS 51262 (BLA) UNIFORMS DPW CORPYARD - FY 24/25 117912 220.5022.53030.00000 193.95
Total : 193.95
430217 5/15/2025 000209 L N CURTIS & SONS INV944428 FY25 UNIFORM PURCHASE, LAURIDSEN 118047 100.3021.53940.00000 154.14
Total : 154.14
430218 5/15/2025 020837 LGP EQUIPMENT RENTALS OF ORANG 451711-2 (BLA) EQUIPMENT RENTAL & SUPPLIES. FY 24 118283 220.5022.51330.00000 696.00
Total : 696.00
430219 5/15/2025 000222 LIFE-ASSIST INC 1592020 (BLA) EMS MEDICAL SUPPLIES FOR ORANGE - 117980 125.3022.53510.00000 640.16
1592629 CREDIT MEMO (BLA) EMS MEDICAL SUPPLIES F
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430219 5/15/2025 000222 LIFE-ASSIST INC (Continued)
117980 125.3022.53510.00000 -640.16
1594118 (BLA) EMS MEDICAL SUPPLIES FOR ORANGE -
117980 100.3022.53510.00000 144.90
Total : 144.90
430220 5/15/2025 010957 LINDE GAS & EQUIPMENT INC 49272776 CYLINDER RENT 100.7022.51330.00000 173.66
Total : 173.66
430221 5/15/2025 020851 LYNCH, BREANNA 25-WTR-8462 RESIDENT WILL NOT ADD SEPERATE METER TO 600.8011.47205.00000 391.00
Total : 391.00
430222 5/15/2025 016254 MATRIX CONSULTING GROUP LTD 5 AGR 7749 - (24-25.01) COST ALLOCATION PL 118449 100.1231.51700.00000 5,400.00
Total : 5,400.00
430223 5/15/2025 000250 MC MASTER-CARR SUPPLY CO 43175785 BUILDING MAINTENANCE - TRASH COMPACTORS 100.5028.51401.00000 86.40
45078391 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117939 710.15102 22.18
Total : 108.58
430224 5/15/2025 019721 MERAKAI LLC 641247 EVIDENCE CABINET USB PORT 100.4031.53060.00000 754.25
Total : 754.25
430225 5/15/2025 020065 MERIDIAN RAPID DEFENSE GROUP INV-R-5849 AGR 7519 - EQUIPMENT RENTAL/BARRICADES 118214 100.5021.51670.00000 14,977.25
Total : 14,977.25
430226 5/15/2025 001867 MISSION LINEN SUPPLY 523809822 PD TOWEL SERVICES FY 24-25 117866 100.4011.51670.00000 226.92
Total : 226.92
430227 5/15/2025 000793 MITSUBISHI ELECTRIC US INC 525360 (BLA) PARKING STRUCTURE ELEVATOR MAINTEN 118101 100.5028.51450.20421 651.45
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430227 5/15/2025 000793 000793 MITSUBISHI ELECTRIC US INC (Continued) Total : 651.45 430228 5/15/2025 011219 NATIONAL AUTO FLEET GROUP WF12536 2521 - 2025 FORD ESCAPE PHEV FWD PLUG IN 118360 550.5023.55212.19999 39,183.53
118360 720.5023.55212.19999 1,190.47
118360 550.5023.55212.19999 158.75
550.5023.55212.19999 3,036.73
720.5023.55212.19999 92.26
WF12614 2522 - 2025 FORD ESCAPE PHEV FWD PLUG IN
118360 550.5023.55212.19999 39,183.52
118360 720.5023.55212.19999 1,190.48
118360 550.5023.55212.19999 158.75
550.5023.55212.19999 3,036.73
720.5023.55212.19999 92.26
WF12675 2518 - 2025 FORD ESCAPE PHEV FWD PLUG IN
118360 550.5023.55212.19999 39,183.52
118360 720.5023.55212.19999 1,190.48
118360 550.5023.55212.19999 158.75
550.5023.55212.19999 3,036.73
720.5023.55212.19999 92.26
Total : 130,985.22
430229 5/15/2025 000909 NATIONAL CONSTRUCTION RENTALS 7785678 (BLA) FENCING AND PORTABLE TOILET RENTAL 118163 100.7022.51350.00000 321.55
Total : 321.55
430230 5/15/2025 001987 NIEVES LANDSCAPE INC 81118 AGR 7144 (20-21.37) - LANDSCAPE MAINTENA 118023 293.5025.51431.00000 89.51
81119 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 183.30
81121 LANDSCAPE MAINTENANCE - PARKING STRUCTUR
100.5028.51450.20421 497.04
81208 AGR 7167 (20-21.25) LANDSCAPE MAINTENANC
118024 291.5025.51431.00000 26,482.00
81209 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 100.5025.51431.00000 11,144.24
118103 263.5021.51431.00000 9,493.21
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430230 5/15/2025 001987 NIEVES LANDSCAPE INC (Continued) 118103 540.5025.51431.00000 599.76
81210 AGR 7713 - PARKS LANDSCAPE MAINTENANCE S
118131 100.7022.51420.00000 78,740.04
81211 AGR 7144 (20-21.37) - LANDSCAPE MAINTENA
118023 293.5025.51431.00000 1,359.42
118023 294.5025.51431.00000 3,831.96
118023 600.5025.51431.00000 5,413.73
Total : 137,834.21
430231 5/15/2025 001987 NIEVES LANDSCAPE INC 81120 AGR 7144 (20-21.37) - LANDSCAPE MAINTENA 118023 600.5025.51431.00000 64.18
Total : 64.18
430232 5/15/2025 019237 EDINGER URGENT CARE MEDICAL GR 00075403-00 2025 APRIL PHYSICALS 730.0312.51670.00000 110.00
00075983-00 AGR 7821 - EDINGER URGENT CARE
118501 100.1401.51640.00000 543.00
Total : 653.00
430233 5/15/2025 006717 O C CONSERVATION CORPS 05012025-4010 (BLA) CLEARING & GRUBBING OF CITY CHANNE 118493 220.5022.51001.20537 4,804.00
Total : 4,804.00
430234 5/15/2025 000278 OCLC INC 1000427934 BLA - OCLC CLOUD CONTENT FOR FY24/25 118282 100.2001.53301.19988 274.98
1000431096 BLA - OCLC CLOUD CONTENT FOR FY24/25
118282 100.2001.53301.19988 199.79
1000431235 BLA - OCLC CLOUD CONTENT FOR FY24/25
118282 100.2001.53301.19988 250.99
Total : 725.76
430235 5/15/2025 012015 OCRV CENTER 9491 AUTOMOTIVE REPAIRS FOR CITY VEHICLE MAIN 710.5023.53750.00000 480.79
Total : 480.79
430236 5/15/2025 018924 ONSITE PRINTER SERVICES 5141 PD PLOTTER PRINTER REPAIRS Page: 17
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430236 5/15/2025 018924 ONSITE PRINTER SERVICES (Continued) 100.4011.51402.00000 846.29
Total : 846.29
430237 5/15/2025 000096 ORANGE CNTY TREASURER-TAX COLL SH71365 OCATS APR 2025 118174 100.4011.51330.00000 1,104.51
Total : 1,104.51
430238 5/15/2025 013213 O'REILLY AUTO ENTERPRISES LLC APRIL STMT 2025 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117888 710.15102 1,368.89
Total : 1,368.89
430239 5/15/2025 000570 P J PRINTERS INC 228820 2025 APRIL PJ PRINTERS INV# 228820 118502 100.15101 1,782.00
100.15101 138.11
228877 2025 APRIL PJPRINTER INV# 228877
118502 100.15101 849.00
100.15101 65.80
Total : 2,834.91
430240 5/15/2025 001069 PARKHOUSE TIRE INC 1020293623 CITY VEHICLE MAINTENANCE 710.15102 2,054.12
710.5023.53750.00000 275.00
710.15102 152.76
1020293686 CITY VEHICLE MAINTENANCE
710.15102 1,554.12
710.5023.53750.00000 220.00
710.15102 114.01
1020293886 (BLA) TIRES FOR CITY VEHICLE FY 24/25
117916 710.15102 1,006.97
Total : 5,376.98
430241 5/15/2025 019060 PARTS AUTHORITY LLC APRIL STMT 2025 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117868 710.15102 3,825.33
Total : 3,825.33
430242 5/15/2025 019401 PENN CARE INC A136714 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE Page: 18
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430242 5/15/2025 019401 PENN CARE INC (Continued)
118028 710.15102 73.96
Total : 73.96
430243 5/15/2025 001325 PEST OPTIONS INC 462413 (BLA) RODENT CONTROL - FY 24/25 117889 100.7022.51420.00000 285.00
Total : 285.00
430244 5/15/2025 000314 PETES ROAD SERVICE INC 25-0832443-00 (BLA) AUTOMOTIVE TIRES FOR CITY VEHICLE 117984 710.15102 5,271.28
25-0836801-00 CREDIT MEMO (BLA) AUTOMOTIVE TIRES FOR C
117984 710.15102 -4,722.14
Total : 549.14
430245 5/15/2025 015561 POSITIVE CONCEPTS INC 0258366-IN E-TICKET WRITER THERMAL PAPER 100.4041.53060.00000 323.25
Total : 323.25
430246 5/15/2025 018185 PREMIER FIRST RESPONDER 1709 AGR 7559.A PD PSYCHOLOGICAL & PEER SUPPO 118124 100.4011.51640.30224 2,000.00
Total : 2,000.00
430247 5/15/2025 020138 RS HUGHES CO INC 81503991-00 PD RESPIRATOR CANISTERS 118543 100.4011.53030.00000 2,349.50
100.4011.53030.00000 182.09
Total : 2,531.59
430248 5/15/2025 016972 RC EMPIRE ALIGNMENT & AUTO SVC 3936 AUTOMOTIVE REPAIRS TO UNIT 2215 DUE TO A 118544 740.0312.52320.00000 10,602.88
740.0312.52320.00000 594.69
Total : 11,197.57
430249 5/15/2025 019651 RC EMPIRE CORP INC 3956 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL 118032 710.5023.53750.00000 70.00
Total : 70.00
430250 5/15/2025 001580 REACH EMPLOYEE ASSISTANCE INC 052589 AGR 1823.X - EAP SERVICES YEAR 1 OF 2 - 117947 100.1401.51670.00000 1,330.00
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430250 5/15/2025 001580 001580 REACH EMPLOYEE ASSISTANCE INC (Continued) Total : 1,330.00 430251 5/15/2025 000351 ROSEBURROUGH TOOL INC 807405 2025 APRIL ROSENBURG INV# 807405 118527 100.15101 1,018.80
100.15101 94.24
Total : 1,113.04
430252 5/15/2025 012784 S C SIGNS & SUPPLIES LLC 258054 (BLA) STREET SIGNS & MARKERS - FY 24/25 117869 100.5073.53660.00000 307.09
258112 (BLA) STREET SIGNS & MARKERS - FY 24/25
117869 100.5073.53660.00000 318.94
258620 (BLA) STREET SIGNS & MARKERS - FY 24/25
117869 100.5073.53660.00000 116.37
Total : 742.40
430253 5/15/2025 016781 SAN DIEGO FRICTION PRODUCTS 05P37670 AUTOMOTIVE PARTS FOR CITY VEHICLE MAINTE 710.15102 371.54
Total : 371.54
430254 5/15/2025 007856 SIDEPATH INC 23967 ANNUAL MAINTENANCE CONTRACTS AND SOFTWAR 118336 780.1601.51420.00000 2,551.90
23968 ANNUAL MAINTENANCE CONTRACTS AND SOFTWAR
118336 780.1601.51420.00000 2,551.90
Total : 5,103.80
430255 5/15/2025 020300 SIGNAL HILL AUTO ENTERPRISES 089255 2025 APRIL SUPPLY SOLUTIONS INV# 089255 118513 100.15101 4,584.90
100.15101 355.33
Total : 4,940.23
430256 5/15/2025 014719 SITEONE LANDSCAPE SUPPLY 152523792-001 (BLA) IRRIGATION SUPPLIES - WATER DIVISI 118058 600.8041.51431.00000 530.13
Total : 530.13
430257 5/15/2025 009672 SMITH PIPE & SUPPLY INC 4258394 (BLA) IRRIGATION SUPPLIES - FY 24-25 117949 100.7022.53642.00000 90.62
Total : 90.62
Page: 20
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430258 5/15/2025 007786 METROLINK 219960 (BLA) FY 24-25 METROLINK PASSES CITY OF 117950 100.20195 217.00
Total : 217.00
430259 5/15/2025 016994 SOCAL AUTO & TRUCK PARTS INC APRIL STMT 2025 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117991 710.15102 1,924.58
Total : 1,924.58
430260 5/15/2025 000718 SOUTH COAST AQMD 4527101 (BLA) GENERATORS, EMISSIONS, HOT SPOTS~ 117992 600.8011.51401.00000 167.47
4528028 (BLA) GENERATORS, EMISSIONS, HOT SPOTS~
117992 600.8011.51401.00000 167.47
4528029 (BLA) GENERATORS, EMISSIONS, HOT SPOTS~
117992 600.8011.51401.00000 167.47
4528709 (BLA) GENERATORS, EMISSIONS, HOT SPOTS~
117992 600.8011.51401.00000 167.47
Total : 669.88
430261 5/15/2025 000386 SOUTHERN COUNTIES OIL CO IN-0000113222 (BLA) DIESEL FUEL FY 24/25 117951 710.15204 2,074.75
IN-0000119036A (BLA) CITYWIDE FUEL FY 24/25
117951 710.15202 9,200.62
117951 710.15204 3,859.72
Total : 15,135.09
430262 5/15/2025 000386 SC FUELS 1039012 (BLA) UNLEADED FUEL FY 24/25 117951 710.15202 1,453.30
Total : 1,453.30
430263 5/15/2025 018802 STREAMLINE AUTOMATION SYSTEMS 2025-33 AGR 7183 - STREAMLINE CLOUD FEES FY 24/2 118505 100.3012.51670.00000 12,500.00
118505 125.3015.51670.00000 3,257.00
Total : 15,757.00
430264 5/15/2025 001303 SUNRISE MULTISPECIALIST MED CT 00191895-00 2025 APRIL - SERVICE DATE 4/10/25 730.0312.51670.00000 65.00
00192307-00 2025 APRIL - SERVICE DATE 4/17/25
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430264 5/15/2025 001303 SUNRISE MULTISPECIALIST MED CT (Continued) 730.0312.51670.00000 65.00
00192369-00 2025 FEB. SERVICE DATE - 2/26/25
730.0312.52210.00000 34.81
00192900-00 2025 APRIL SERVICE DATE - 4/30/25
730.0312.51670.00000 65.00
00192954-00 AGR 7127.B - ANNUAL FIREFIGHTER PHYSICAL
118452 100.3011.51640.20460 626.00
Total : 855.81
430265 5/15/2025 020105 SUPERIOR PAVEMENT MARKINGS 20445 AGR 7585 - (23-24.01) ANNUAL INSTALLATIO 118195 100.5021.51700.00000 1,082.52
Total : 1,082.52
430266 5/15/2025 001619 TERMINIX PROCESSING CENTER 459148734 FY25 PEST CONTROL, APRIL, STATION # 1 117892 100.3021.51401.00000 111.00
459148736 FY25 PEST CONTROL, APRIL, STATION # 2
117892 100.3021.51401.00000 105.00
459148737 FY25 PEST CONTROL, APRIL, STATION # 3
117892 100.3021.51401.00000 93.00
459148738 FY25 PEST CONTROL, APRIL, STATION # 4
117892 100.3021.51401.00000 95.00
459148739 FY25 PEST CONTROL, APRIL, STATION # 5
117892 100.3021.51401.00000 92.00
459148740 FY25 PEST CONTROL, APRIL, STATION # 6
117892 100.3021.51401.00000 133.00
459148741 FY25 PEST CONTROL, APRIL, STATION # 7
117892 100.3021.51401.00000 109.00
459148744 FY25 PEST CONTROL, APRIL, STATION # 8
117892 100.3021.51401.00000 114.00
Total : 852.00
430267 5/15/2025 001919 TETRA TECH INC 52397137 AGR 6943 - BID 190-31 - WELL 29 DESIGN 112780 600.8011.56411.20312 1,650.00
Total : 1,650.00
430268 5/15/2025 000275 THE NORTHTOWN COMPANY 199915-0 (BLA) MATERIALS & SUPPLIES, WATER DIVISI Page: 22
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430268 5/15/2025 000275 THE NORTHTOWN COMPANY (Continued) 118061 600.8041.51520.00000 1,621.14
Total : 1,621.14
430269 5/15/2025 016551 TIRE HUB LLC 49329539 (BLA) AUTOMOTIVE TIRES FOR CITY VEHICLE 117918 710.15102 1,385.71
49497859 (BLA) AUTOMOTIVE TIRES FOR CITY VEHICLE
117918 710.15102 1,138.37
Total : 2,524.08
430270 5/15/2025 013781 ULTIMATE MAINTENANCE SERVICES 35216 AGR 7196.1 (20-21.42) CUSTODIAL SERVICES 118167 100.5028.51422.00000 17,916.66
Total : 17,916.66
430271 5/15/2025 019230 UNITED RENTALS INC 247440340-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24 117872 263.5021.53840.00000 388.12
247658381-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 311.62
47495793-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24
117872 263.5021.53840.00000 827.43
Total : 1,527.17
430272 5/15/2025 001845 VERIZON WIRELESS 6110651734 3/11/25-4/10/25 ACCT# 342321417 - FINANC 100.1205.51011.00000 110.16
6110651735 3/11/25-4/10/25 ACCT# 342321452 - PUBLIC
220.5022.51030.00000 1,346.73
270.5021.51030.00000 913.85
710.5023.51030.00000 192.39
100.5011.51030.00000 48.10
220.1601.56033.20285 48.10
100.5001.51030.00000 2,260.59
6110668423 3/11/25-4/10/25 ACCT# 442321341 - COMMUN
100.7001.51011.00000 2,134.76
6110719514 3/11/25-4/10/25 ACCT# 742321116 - INFORM
100.0201.51030.00000 94.79
780.1601.51011.00000 256.10
780.1601.51030.00000 150.59
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430272 5/15/2025 001845 VERIZON WIRELESS (Continued)
6110753615 3/11/25-4/10/25 ACCT# 942320948 - COMMUN
100.6032.51030.00000 386.50
100.6031.51030.00000 136.18
100.5011.51030.00000 74.91
110.6032.51870.00000 222.24
220.5024.51030.00000 47.06
6110753617 3/11/25-4/10/25 ACCT# 942320990 - WATER
600.8011.51030.00000 2,456.97
6112133815 3/29-4/28/25 ACCT# 270531403 - RISK MANA
740.0312.51030.00000 100.19
Total : 10,980.21
430273 5/15/2025 009050 VULCAN MATERIALS CO 3306576 (BLA) ASPHALT MATERIAL - FY 24/25 117893 263.5021.53840.00000 244.86
3307103 (BLA) ASPHALT MATERIAL - FY 24/25
117893 263.5021.53840.00000 218.50
Total : 463.36
430274 5/15/2025 000204 WAXIE SANITARY SUPPLY 83173737 2025 APRIL WAXIE INV# 83173737 118517 100.15101 2,502.85
118517 100.5028.53620.00000 49.83
118517 100.3021.53620.00000 49.83
118517 100.5028.53620.00000 27.64
118517 100.3021.53620.00000 27.63
118517 100.5028.53620.00000 49.83
118517 100.3021.53620.00000 49.83
100.15101 193.97
100.5028.53620.00000 9.87
100.3021.53620.00000 9.86
Total : 2,971.14
430275 5/15/2025 018943 WELLABLE LLC 34223 AGR 7427 HEALTH AND WELLNESS PLATFORM - 117956 100.1401.51641.00000 520.00
35156 AGR 7427 HEALTH AND WELLNESS PLATFORM -
117956 100.1401.51641.00000 520.00
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430275 5/15/2025 018943 018943 WELLABLE LLC (Continued) Total : 1,040.00 430276 5/15/2025 002071 WELLS FARGO FINANCIAL LEASING 4325782581 COPIER LEASE - 450-0010424-004 100.3011.51330.00000 2,872.14
Total : 2,872.14
430277 5/15/2025 001759 WITTMAN ENTERPRISES LLC 2502022 FEBRUARY 2025 PARAMEDIC COMMISSION 100.3022.46718.00000 11,222.94
125.3015.46718.00000 17,553.85
2503022 MARCH 2025 PARAMEDIC COMMISSION
100.3022.46718.00000 10,140.08
125.3015.46718.00000 15,860.13
Total : 54,777.00
430278 5/15/2025 011766 LINE GEAR FIRE & RESCUE EQUIP 60341 FY25 UNIFORM PURCHASE, COLE 118160 100.3021.53940.20490 182.10
60342 FY25 UNIFORM PURCHASE, FLORES
118160 100.3021.53940.20490 182.10
60386 FY25 UNIFORM PURCHASE, ROSS
118160 100.3021.53940.20490 230.59
60422 FY25 UNIFORM PURCHASE, SULLIVAN
118160 100.3021.53940.20490 323.25
60423 FY25 UNIFORM PURCHASE, WIEGAND
118160 100.3021.53940.20490 474.10
60424 FY25 UNIFORM PURCHASE, MATHIAS
118160 100.3021.53940.20490 312.48
60425 FY25 UNIFORM PURCHASE, BREWER
118160 100.3021.53940.20490 962.21
60427 FY25 UNIFORM PURCHASE, SEMLER
118160 100.3021.53940.20490 156.24
60428 FY25 UNIFORM PURCHASE, DEWALSCHE
118160 100.3021.53940.20490 161.63
60430 FY25 SAFETY GEAR-WILDLAND HELMET LINERS
118160 100.3021.53940.00000 474.10
60437 FY25 UNIFORM PURCHASE, HUSSONG
118160 100.3011.53030.00000 59.26
60438 FY25 UNIFORM PURCHASE, SHIELDS
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430278 5/15/2025 011766 LINE GEAR FIRE & RESCUE EQUIP (Continued) 118160 100.3021.53940.20490 252.14
60439 FY25 UNIFORM BELTS- AMBULANCE OPERATORS
118160 125.3016.53030.00000 86.20
60447 FY25 UNIFORM PURCHASE, MENENDEZ
118160 100.3021.53940.20490 182.10
60456 FY25 UNIFORM PURCHASE, KARELL
118160 100.3021.53940.20490 570.00
60457 FY25 UNIFORM PURCHASE, PRENDERGAST
118160 100.3021.53940.20490 491.34
60458 FY25 UNIFORM PURCHASE, GUTIERREZ
118160 100.3021.53940.20490 668.05
60459 FY25 UNIFORM PURCHASE, GREGO
118160 100.3021.53940.20490 231.66
60460 FY25 UNIFORM PURCHASE, CHOI
118160 100.3021.53940.20490 231.66
60465 FY25 UNIFORM PURCHASE, HAMILTON
118160 100.3021.53940.20490 57.11
Total : 6,288.32
430279 5/15/2025 000450 YAMADA ENTERPRISES 25047 MAIN LIBRARY COMMUNITY ROOM FURNITURE 118484 100.2001.55131.19990 5,014.00
100.2001.55131.19990 388.59
Total : 5,402.59
430280 5/15/2025 018725 YUNEX LLC 561000437 AGR 7017.A.2 (190-59) - STREET LIGHTING 117398 500.5032.56100.20374 2,003.82
5610004425 AGR 7017.A.1 & 7017.A.3 (190-59) - SIGNA
114734 500.5032.56100.16302 6,169.53
5610004583 AGR 7017.A.1 & 7017.A.3 (190-59) - SIGNA
114734 500.5032.56100.16302 8,630.84
5610004597 AGR 7017.A.2 (190-59) - STREET LIGHTING
117398 500.5032.56100.20374 15,142.07
5610004609 AGR 7017.A.1 & 7017.A.3 (190-59) - SIGNA
114734 500.5032.56100.16302 6,554.24
5610004610 AGR 7017.A.2 (190-59) - STREET LIGHTING
117398 500.5032.56100.20374 7,504.02
Page: 26
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430280 5/15/2025 018725 YUNEX LLC (Continued)
117398 100.5074.51700.00000 7,430.53
5610004611 AGR 7017.A.1 & 7017.A.3 (190-59) - SIGNA
114734 100.5074.51700.00000 5,132.47
114734 500.5032.56100.16302 4,694.57
5610004646 AGR 7017.A.2 (190-59) - STREET LIGHTING
117398 500.5032.56100.20374 1,920.10
5610004647 AGR 7017.A.1 & 7017.A.3 (190-59) - SIGNA
114734 500.5032.56100.16302 3,385.73
5610004648 AGR 7017.A.1 & 7017.A.3 (190-59) - SIGNA
114734 500.5032.56100.16302 8,493.67
5610005004 AGR 7017.A.2 (190-59) - STREET LIGHTING
117398 500.5032.56100.20374 5,724.91
90004245 AGR 7017.A.1 & 7017.A.3 (190-59) - SIGNA
114734 500.5032.56100.16302 2,770.00
Total : 85,556.50
430281 5/15/2025 000452 ZUMAR INDUSTRIES INC 10515 (BLA) STREET SIGNS & MARKERS - FY 24/25 118045 100.5073.53660.00000 4,797.03
Total : 4,797.03
5132025 5/13/2025 000384 SOUTHERN CALIF EDISON CO 05/13/2025 UTILITIES 220.5022.51231.00000 56.91
600.8011.51232.00000 215,592.28
291.5025.51231.00000 1,105.02
100.0000.51231.00000 132,838.83
Total : 349,593.04
152 Vouchers for bank code : wfap Bank total : 1,859,066.79 152 Vouchers in this report Total vouchers : 1,859,066.79 Page: 27
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount Page: 28
100
Warrant Writing Confirmation Date: 05/15/25 3 of 5 reports for 06/10/25 Council Meeting
05-15-2025
0310
05-15-2025
05-16-2025
05-15-2025
101
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430282 5/22/2025 000127 EMPLOYMENT DEVELOPMENT DEPT L2043644368 2025 Q1 EDD UNEMPLOYMENT INSURANCE BENEF 760.1401.52215.00000 13,457.00
Total : 13,457.00
430283 5/22/2025 002217 AT&T 05/15/2025 04/15/2025-05/14/2025 CITYWIDE PHONE SVC 100.0301.51011.00000 31.75
100.1205.51011.00000 31.75
100.1231.51011.00000 63.50
100.2001.51011.00000 127.95
100.2016.51011.00000 157.20
100.3011.51011.00000 3,208.63
100.4011.51011.00000 2,219.87
100.5028.51423.00000 62.22
100.7001.51011.00000 3,733.19
600.8011.51011.00000 155.64
710.5023.51011.00000 31.75
Total : 9,823.45
430284 5/22/2025 000052 OFFICE DEPOT INC 22978738 5.15.25 BI MONTHLY ACCT# 90646962 (BILL 100.0301.53011.00000 88.31
100.1401.53011.00000 38.29
100.2001.53011.00000 68.30
100.4011.53011.00000 37.70
100.4031.53011.00000 268.34
100.4041.53011.00000 88.16
100.5001.53011.00000 254.91
100.6001.53011.00000 132.82
100.7001.53011.00000 1,253.15
600.8011.53011.00000 254.37
740.0312.53940.00000 270.62
780.1601.53011.00000 55.75
Total : 2,810.72
430285 5/22/2025 000052 OFFICE DEPOT INC 22975935 2.15.25 BI MONTHLY ACCT# 90646962 (BILL 100.1201.53011.00000 170.78
100.1401.53011.00000 68.92
Page: 1
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430285 5/22/2025 000052 OFFICE DEPOT INC (Continued)
100.2001.53011.00000 417.06
100.4011.53011.00000 80.82
100.4031.53011.00000 104.67
100.4041.53011.00000 109.40
100.5001.53011.00000 24.77
100.7001.53011.00000 54.73
730.0312.53940.00000 135.64
Total : 1,166.79
430286 5/22/2025 019315 AMERICA TRUCK DRIVING SCHOOL FRANKIE LOPEZ CLASS A/B TRUCK DRIVER ( 56 HOURS) 600.8011.51840.00000 4,495.00
Total : 4,495.00
430287 5/22/2025 012737 BROOKS, ANDREA EDU24/25 EDUCATION REIMBURSEMENT FY24/25 100.1401.51820.00000 1,500.00
Total : 1,500.00
430288 5/22/2025 020981 HUYNH, TUAN 030325-HUYNH CLAIM SETTLEMENT - PROPERTY DAMAGE 740.0312.52310.00000 13,275.00
Total : 13,275.00
430289 5/22/2025 003161 JEVEC, ADAM 05/04-06/2025RB CALIFORNIA PEACE OFFICERS MEMORIAL 360.4011.51830.00000 298.29
Total : 298.29
430290 5/22/2025 019349 JOHNSON, BRYAN PRODV24/25 PROFESSIONAL DEVELOPMENT REIMBURSEMENT F 100.1401.51820.00000 360.00
Total : 360.00
430291 5/22/2025 019179 KINDER, BRIAN 04/14-25/2025RB SPECIAL WEAPONS & TACTICS 100.4011.51850.00000 241.20
Total : 241.20
430292 5/22/2025 019944 LIGHT, COLE 04/14-25/2025RB SPECIAL WEAPONS & TACTICS 100.4011.51850.00000 241.20
Total : 241.20
Page: 2
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430293 5/22/2025 019923 LOPEZ, JOSE 051325 D3 CERT REIMBURSEMENT 600.8011.52535.00000 290.00
Total : 290.00
430294 5/22/2025 001826 MONJARAZ, ASCENCION M 05/04-06/2025RB CALIFORNIA PEACE OFFICERS MEMORIAL 360.4011.51830.00000 243.32
Total : 243.32
430295 5/22/2025 019456 MOORE, TYLER 04/21-24/2025RB RADAR-LASER OPERATOR 100.4011.51850.00000 195.04
Total : 195.04
430296 5/22/2025 018596 PEREZ, CHARMAINE 04/24/2025RB NOTARY TRAINING & EXAM 100.4011.51840.00000 68.04
Total : 68.04
430297 5/22/2025 019701 SANKO, ROBERT 04/14-18/2025RB TRAFFIC COLLISION BASIC 100.4011.51850.00000 115.00
Total : 115.00
430298 5/22/2025 018730 SHEA, KIRSTEN 10-24 - 3-25 SHEA MONTHLY EXPENSE REPORT 100.0301.51811.00000 190.04
MARCH-APRIL 2025 MONTHLY EXPENSE REPORT
100.0301.51811.00000 79.52
Total : 269.56
430299 5/22/2025 015842 SHRYOCK, LOGAN 05/04-06/2025RB CALIFORNIA PEACE OFFICERS MEMORIAL 100.4011.51830.00000 185.00
Total : 185.00
430300 5/22/2025 016366 SPECIALTY TRUCK COLLISION 18318 AUTOMOTIVE REPAIRS TO UNIT 2102 DUE TO A 118566 740.0312.52320.00000 12,924.90
740.0312.52320.00000 724.31
Total : 13,649.21
430301 5/22/2025 008088 STEPHENSON, SHARON 033125 - STEPHENSON CLAIM SETTLEMENT - PERSONAL INJURY 740.0312.52310.00000 400.00
Page: 3
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430301 5/22/2025 008088 008088 STEPHENSON, SHARON (Continued) Total : 400.00 430302 5/22/2025 018234 THE HUB OC 457 AGR 7711 HUB RESOURCE CENTER SUPPORTIVE 118133 312.9660.51670.30206 16,475.98
76 AGR 7711 HUB RESOURCE CENTER SUPPORTIVE
118133 312.9660.51670.30206 24,216.21
78 AGR 7711 HUB RESOURCE CENTER SUPPORTIVE
118133 312.9660.51670.30206 24,303.89
79 AGR 7711 HUB RESOURCE CENTER SUPPORTIVE
118133 312.9660.51670.30206 23,427.89
Total : 88,423.97
430303 5/22/2025 020930 TRINETWORK INC. ELEC25-0027 REFUND FOR STUCCO 7631 E. APPALOOSA REIS 100.6031.42210.00000 137.00
Total : 137.00
430304 5/22/2025 005173 ZVONARU, LUCIA 05/04-06/2025RB CALIFORNIA PEACE OFFICERS MEMORIAL 100.4011.51830.00000 244.39
Total : 244.39
430305 5/22/2025 011584 ACE 5ON5 LLC 0000263 AGR 4136.G/4136.G.1 - ADULT BASKETBALL 118153 100.7014.51780.00000 791.00
Total : 791.00
430306 5/22/2025 019738 ADVANCED SECURITY SYSTEMS INC 035047 MONITORING SERVICE #2457 100.5028.51401.00000 114.71
035048 ALARM SYSTEM UPGRADES
100.5028.51401.00000 1,750.00
Total : 1,864.71
430307 5/22/2025 002689 ANDY GUMP INC INV1236834 (BLA) PORT-A POTTY, WATER DIVISION~ FY 2 117999 600.8011.53060.00000 186.37
Total : 186.37
430308 5/22/2025 018847 AON RISK INSURANCE WEST INC 8200000379012 RENEWAL - ENVIRONMENTAL STORAGE TANK LIA 118552 740.0312.52011.00000 12,291.00
Total : 12,291.00
Page: 4
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430309 5/22/2025 001147 ARCHIES TOWING 244965 DR# 21-09-0653 117878 350.4041.51780.00000 1,172.50
258543 (BLA) TOWING FOR CITY VEHICLES~ FY 24/25
117921 710.5023.53750.00000 107.50
258925 (BLA) TOWING FOR CITY VEHICLES~ FY 24/25
117921 710.5023.53750.00000 107.50
259169 DR# 24-07-0132
117878 350.4041.51780.00000 111.50
259592 DR# 24-07-0771
117878 350.4041.51780.00000 116.50
259884 DR# 24-08-0508
117878 350.4041.51780.00000 147.50
260204 DR# 25-01-0044
117878 350.4041.51780.00000 108.50
261306 DR# 24-11-0225
117878 350.4041.51780.00000 108.50
262552 DR# 25-01-0972
117878 350.4041.51780.00000 115.50
263417 DR# 25-04-0363
117878 350.4041.51780.00000 349.50
263849 (BLA) TOWING FOR CITY VEHICLES~ FY 24/25
117921 710.5023.53750.00000 107.50
263856 CRU: 2025 ACCORD TOW
100.4021.53750.00000 107.50
263964 CRU: 2025 ACCORD TOW
100.4021.53750.00000 107.50
Total : 2,767.50
430310 5/22/2025 007191 AT & T 000023480772 PD CALNET BAN 9391059790 4/13/25 - 5/12 117861 100.4011.51011.00000 1,216.40
Total : 1,216.40
430311 5/22/2025 002388 AT & T MOBILITY 28730389358405172025 SCADA WIRELESS SERVICE FOR WELL 22 600.8011.51423.00000 86.48
Total : 86.48
430312 5/22/2025 013658 ABBA TERMITE AND PEST CONTROL 025491 (BLA) BEE REMOVAL - WATER DIVISION~ FY 2 Page: 5
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430312 5/22/2025 013658 ABBA TERMITE AND PEST CONTROL (Continued) 117967 600.8011.51670.00000 110.00
025555 (BLA) BEE REMOVAL - WATER DIVISION~ FY 2
117967 600.8011.51670.00000 110.00
025665 (BLA) BEE REMOVAL - WATER DIVISION~ FY 2
117967 600.8011.51670.00000 110.00
Total : 330.00
430313 5/22/2025 013658 BEE EMERGENCY RESPONSE TE 025421 BEE HIVE REMOVAL AT 544 S DEVON 220.5022.51700.00000 110.00
025484 (BLA) BEE REMOVAL FROM PARKS LOCATIONS -
117879 100.7022.51700.00000 110.00
025487 (BLA) BEE REMOVAL FROM PARKS LOCATIONS -
117879 100.7022.51700.00000 110.00
Total : 330.00
430314 5/22/2025 001624 C WELLS PIPELINE MATERIALS SINV25-2773 (BLA) MAINLINE SUPPLIES - WATER DIVISION 117969 600.8041.55451.00000 13,673.48
SINV25-2893 (BLA) MAINLINE SUPPLIES - WATER DIVISION
117969 600.8041.55451.00000 2,072.03
SINV25-2894 (BLA) MAINLINE SUPPLIES - WATER DIVISION
117969 600.8041.55451.00000 4,975.21
SINV25-2895 (BLA) MAINLINE SUPPLIES - WATER DIVISION
117969 600.8041.55451.00000 7,571.22
Total : 28,291.94
430315 5/22/2025 016378 C3 TECHNOLOGY SERVICES INV199151 4/15/25-5/14/25 - COPIERS - ACCT CO36 - 780.1601.51420.00000 478.29
Total : 478.29
430316 5/22/2025 020973 CABLECOM LLC Ref000300531 REFUND DEPOSIT FOR CK #299724 100.20005 1,900.00
Total : 1,900.00
430317 5/22/2025 012695 CALIFORNIA DEPOSITION REPORTRS 50285 2025 MARCH DEPO. TRANSCRIPT 740.0301.51600.00000 1,441.00
Total : 1,441.00
Page: 6
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430318 5/22/2025 017952 CAL-STATE AUTO PARTS INC 409374 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117904 710.15102 74.63
409770 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 179.83
410045 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117904 710.15102 190.93
560500 CREDIT MEMO - (BLA) AUTOMOTIVE PARTS FOR
117904 710.15102 -32.33
Total : 413.06
430319 5/22/2025 006583 CAM SERVICES 114225 AGR 7379 - WEEKLY SIDEWALK STEAMING AT O 118156 100.2001.51423.00000 355.00
Total : 355.00
430320 5/22/2025 019135 CEM CONSTRUCTION CORP Ref000300523 REFUND DEPOSIT FOR VISA #8629 100.20005 1,500.00
Ref000300524 REFUND DEPOSIT FOR CK #124175
100.20005 1,500.00
Total : 3,000.00
430321 5/22/2025 018684 CENTURY COMMUNTIES INC Ref000300535 REFUND DEPOSIT FOR CK #295123 100.20005 5,000.00
Ref000300536 REFUND DEPOSIT FOR CK #404610
100.20005 85.25
Total : 5,085.25
430322 5/22/2025 003595 CINTAS CORPORATION NO 2 4216453108 (BLA) UNIFORM MAINTENANCE - FY 24-25 117971 100.7022.51722.00000 40.04
4225219349 (BLA) UNIFORM MAINTENANCE - FY 24-25
117971 100.7022.51722.00000 40.04
4228178485 (BLA) UNIFORM MAINTENANCE - FY 24-25
117971 100.7022.51722.00000 40.04
4229008613 (BLA) UNIFORM MAINTENANCE - FY 24-25
117971 100.7022.51722.00000 295.50
4229757871 (BLA) UNIFORM MAINTENANCE - FY 24-25
117971 100.7022.51722.00000 202.72
Page: 7
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430322 5/22/2025 003595 003595 CINTAS CORPORATION NO 2 (Continued) Total : 618.34 430323 5/22/2025 019162 CINTAS 4229763926 (BLA) LAUNDRY SERVICE FOR FLEET.~ FY 24/ 117905 710.5023.51721.00000 145.24
Total : 145.24
430324 5/22/2025 012856 CIRBA SOLUTIONS SVCS US LLC CSW-036423 WE-RECYCLE KIT 55 (NO TAX) 220.5022.51700.00000 923.65
Total : 923.65
430325 5/22/2025 014873 CIVICPLUS INC 335203 AGR 6481 - CIVICREC ANNUAL SOFTWARE FEES 118072 100.7011.51670.00000 1,047.78
Total : 1,047.78
430326 5/22/2025 000474 CPS HR CONSULTING TR-INV006022 2025 MAY CPS EXAM 100.1401.51670.00000 873.50
Total : 873.50
430327 5/22/2025 006527 CRIME SCENE STERI-CLEAN LLC 816 DR# 25-05-0303 HAMLIN & CHAPMAN 117882 100.4011.51780.00000 850.00
Total : 850.00
430328 5/22/2025 002870 CROSSTOWN ELECTRICAL & DATA Ref000300529 REFUND DEPOSIT FOR CK #5494 100.20005 1,500.00
Total : 1,500.00
430329 5/22/2025 000101 CULLIGAN 1992255 (BLA) PORTABLE TANK EXCHANGE - WATER FY 118003 600.8011.53060.00000 3.00
Total : 3.00
430330 5/22/2025 000112 DEPT OF TRANSPORTATION SL250798 LABOR & MAINTENACE - CALTRANS/CITY 100.5074.51700.00000 24,156.70
100.0000.51231.00000 7,326.87
Total : 31,483.57
430331 5/22/2025 014203 DIVERSIFIED THERMAL SERVICES S404879 AGR 7659 (23-24.22) HVAC MECHANICAL SERV 118142 100.7022.51420.00000 1,754.87
S49311-1 AGR 7659 - (23-24.22) MECHANICAL SERVICE
Page: 8
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430331 5/22/2025 014203 DIVERSIFIED THERMAL SERVICES (Continued) 118096 100.5028.51700.00000 1,256.00
S49314 AGR 7659 - (23-24.22) MECHANICAL SERVICE
118096 100.5028.51700.00000 4,764.00
S49320 AGR 7659 (23-24.22) HVAC MECHANICAL SERV
118142 100.7022.51420.00000 3,516.00
Total : 11,290.87
430332 5/22/2025 017762 DAVID WILSON'S VILLA FORD 066921 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 118004 710.15102 548.16
Total : 548.16
430333 5/22/2025 020488 ECONOMICS INC 2024.4 AGR 7622 - SB 1383 LOCAL ASSISTANCE GRAN 117848 100.5001.51670.30251 700.00
Total : 700.00
430334 5/22/2025 009593 ELITE EQUIPMENT 52801 (BLA) EQUIPMENT REPAIRS - WATER DIVISION 118005 600.8011.51402.00000 569.10
Total : 569.10
430335 5/22/2025 014727 EMPIRE DEMOLITION INC Ref000300526 REFUND DEPOSIT FOR CK #12230 100.20005 1,500.00
Ref000300532 REFUND DEPOSIT FOR VISA #5451
100.20005 1,500.00
Total : 3,000.00
430336 5/22/2025 001639 FACTORY MOTOR PARTS CO 11-2039395 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117908 710.15102 42.53
11-2039513 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117908 710.15102 56.13
12-6559303 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
117908 710.15102 12.89
Total : 111.55
430337 5/22/2025 002278 FERGUSON WATERWORKS #1089 0047644 (BLA) MAINLINE SUPPLIES - WATER DIVISION 117977 600.8041.55460.00000 47.39
117977 600.8041.55451.00000 92.74
Page: 9
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430337 5/22/2025 002278 FERGUSON WATERWORKS #1089 (Continued) 117977 600.8041.55480.00000 72.13
Total : 212.26
430338 5/22/2025 019100 FINNEYS VENTURA LP Ref000300538 REFUND REM OF DEPOSIT FOR CK #995009 100.20005 845.00
Total : 845.00
430339 5/22/2025 002198 GALLS LLC 031248185 PD UNIFORMS: J PRESCOTT 117899 100.4011.53030.00000 85.98
031248283 PD UNIFORMS: A ROCHA
117899 100.4011.53030.00000 237.05
031260639 PD UNIFORMS: C BELTRAN
117899 100.4011.53030.00000 426.68
031260640 PD UNIFORMS: C BELTRAN
117899 100.4011.53030.00000 21.77
031260739 PD UNIFORMS: I RIVERA
117899 100.4011.53030.00000 71.49
031260740 PD UNIFORMS: I RIVERA
117899 100.4011.53030.00000 590.91
031260741 PD UNIFORMS: C BELTRAN
117899 100.4011.53030.00000 41.09
031272348 PD UNIFORMS: G FARMER
117899 100.4011.53030.00000 71.49
031272349 PD UNIFORMS: G FARMER
117899 100.4011.53030.00000 12.23
031272352 PD UNIFORMS: A HOFACKET
117899 100.4011.53030.00000 89.62
031272370 PD UNIFORMS: J SMITH
117899 100.4011.53030.00000 392.80
031272379 PD UNIFORMS: J SMITH
117899 100.4011.53030.00000 370.62
031272394 PD UNIFORMS: I RIVERA
117899 100.4011.53030.00000 601.48
031272395 PD UNIFORMS: I RIVERA
117899 100.4011.53030.00000 21.77
031272404 PD UNIFORMS: C BELTRAN
Page: 10
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vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430339 5/22/2025 002198 GALLS LLC (Continued)
117899 100.4011.53030.00000 364.89
031284299 PD UNIFORMS: C BELTRAN
117899 100.4011.53030.00000 136.30
031284309 PD UNIFORMS: C BELTRAN
117899 100.4011.53030.00000 28.90
031284395 PD UNIFORMS: C LIGHT
117899 100.4011.53030.00000 131.69
031295430 PD UNIFORMS: A HOFACKET
117899 100.4011.53030.00000 12.23
031295432 PD UNIFORMS: C BELTRAN
117899 100.4011.53030.00000 250.68
Total : 3,959.67
430340 5/22/2025 013456 GMC ELECTRICAL INC 6096-E ANNUAL CATHODIC PROTECTION SYSTEM SERV. 600.8011.51401.00000 4,000.00
Total : 4,000.00
430341 5/22/2025 018827 GRACE CHURCH OF ORANGE Ref000300534 REFUND REM OF DEPOSIT FOR CK #22789 & 19 100.20005 1,404.00
Total : 1,404.00
430342 5/22/2025 020073 GROSSE, ROBERT DRC MTGS 1ST QTR '25 DRC MEETINGS JAN - MAR 2025 100.6021.51670.19970 50.00
Total : 50.00
430343 5/22/2025 000169 HARRINGTON INDUSTRIAL PLASTICS 002S6711 (BLA) TUBING & FITTINGS FOR WELLS, WATER 118012 600.8011.51510.00000 72.90
Total : 72.90
430344 5/22/2025 004358 HILLTOP ALARMS INC 45905 EL CAMINO FIRE ALARM CONTROL PANEL INSTA 118487 100.7022.51700.00000 4,900.00
Total : 4,900.00
430345 5/22/2025 001513 HINDERLITER, DE LLAMAS & ASSOC SIN030698 AGR 7480 - BUSINESS LICENSE SOFTWARE - U 118498 100.1221.51700.00000 2,181.56
Total : 2,181.56
Page: 11
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430346 5/22/2025 000175 HI-STANDARD AUTOMOTIVE, LLC 30304 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117932 710.15102 183.18
Total : 183.18
430347 5/22/2025 003842 ITERIS INC 180434 5/9/2025
114826 287.5031.56100.20425 463.65
114826 550.5031.56100.20425 4,005.95
114826 550.5031.56510.20425 537.84
Total : 5,007.44
430348 5/22/2025 020475 JOE MAR POLYGRAPH 25-028-OPD PD POLYGRAPHS: L ZUNIGA 117901 100.4011.51780.00000 250.00
25-029-OPD PD POLYGRAPHS: E AGUILAR & J ROBBINS
117901 100.4011.51780.00000 500.00
Total : 750.00
430349 5/22/2025 004439 KONICA MINOLTA 47080999 COPIER LEASE - 061-0173901-000 - LIBRARY 100.2001.51330.00000 614.04
Total : 614.04
430350 5/22/2025 002806 LATIN PLUMBING INC 47044 (BLA) PLUMBING REPAIRS - WATER DIVISION~ 118015 600.8011.53060.00000 1,195.00
Total : 1,195.00
430351 5/22/2025 020975 LAW OFFICES OF, ANDREW ZEYTUNTSYAN Ref000300537 REFUND REM OF DEPOSIT FOR VISA #9095 100.20005 173.00
Total : 173.00
430352 5/22/2025 013853 LEVERAGE INFORMATION SYSTEMS 2531161 LEVERAGE ONSITE & ELITE WARRANTY 04/20/2 780.1601.51420.00000 1,354.46
Total : 1,354.46
430353 5/22/2025 000221 LIEBERT CASSIDY WHITMORE 292175 2025 MARCH 100.0301.51600.00000 85.00
292176 2025 MARCH HR LEGAL MATTER
100.0301.51600.00000 1,223.50
Total : 1,308.50
Page: 12
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430354 5/22/2025 015662 LOOPNET 122267468-1 MONTHLY SUBSCRIPTION TO LOOPNET/COSTAR 100.0218.51780.00000 550.00
Total : 550.00
430355 5/22/2025 015662 COSTAR 122126981 MONTHLY SUBSCRIPTION TO LOOPNET/COSTAR 100.0218.51780.00000 511.16
Total : 511.16
430356 5/22/2025 013801 LYLE PARKS CONSTRUCTION Ref000300528 REFUND DEPOSIT FOR VISA #1343 100.20005 1,500.00
Total : 1,500.00
430357 5/22/2025 000239 MAJOR LEAGUE SOFTBALL INC 1943-25 AGR 7572 - SOFTBALL FIELD MAINTENANCE SE 118409 100.7022.51420.00000 2,780.00
118409 100.7022.51424.00000 855.00
1951-25 AGR 7572 - SOFTBALL FIELD MAINTENANCE SE
118409 100.7022.51420.00000 3,580.00
118409 100.7022.51424.00000 1,085.00
Total : 8,300.00
430358 5/22/2025 020523 MARINA LANDSCAPE INC 030825 - MARINA LAND CLAIM SETTLEMENT - PROPERTY DAMAGE 740.0312.52310.00000 300.00
Total : 300.00
430359 5/22/2025 020970 MEMON ORGANIZATION OF CALIF Memon-May2025 DEPOSIT REFUND 100.7001.44210.00000 400.00
Total : 400.00
430360 5/22/2025 001533 MERCHANTS BUILDING MAINTENANCE 868003 AGR 7710 (23-24.29) - CUSTODIAL SERVICES 118229 100.7022.51420.00000 570.00
868487 AGR 7710 (23-24.29) - CUSTODIAL SERVICES
118229 100.7022.51420.00000 24,774.50
874284 AGR 7710 (23-24.29) - CUSTODIAL SERVICES
118229 100.7022.51420.00000 135.00
874811 AGR 7710 (23-24.29) - CUSTODIAL SERVICES
118229 100.7022.51420.00000 24,774.50
875730 AGR 7710 (23-24.29) - CUSTODIAL SERVICES
Page: 13
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430360 5/22/2025 001533 MERCHANTS BUILDING MAINTENANCE (Continued) 118229 100.7022.51420.00000 475.00
875731 AGR 7710 (23-24.29) - CUSTODIAL SERVICES
118229 100.7022.51420.00000 135.00
Total : 50,864.00
430361 5/22/2025 003032 MIKE PRLICH & SONS INC RETRELBID23-24.38 RETAINAGE RELEASE-AGR 7729, BID 23-24.38 220.20050 6,269.52
550.20050 19,725.23
Total : 25,994.75
430362 5/22/2025 020976 MILLS, SUSAN C 11959-00 UB-REFUND 600.11080 146.03
25936-02 UB-REFUND
600.11080 128.38
Total : 274.41
430363 5/22/2025 020752 BOSCO LEGAL SERVICES 12886878 2025 APRIL SUBPOENA RECORDS 740.0301.51600.00000 190.20
12886895 2025 APRIL SUBPOENA RECORDS
740.0301.51600.00000 217.65
12886911 2025 APRIL SUBPOENA RECORDS
740.0301.51600.00000 2,197.17
12886934 2025 MAY SUBPOENA MEDICAL RECORDS
740.0301.51600.00000 394.96
12886939 2025 APRIL SUBPOENA MEDICAL RECORDS
740.0301.51600.00000 180.50
12886944 2025 MAY SUBPOENA X-RAYS
740.0301.51600.00000 239.83
12886967 2025 APRIL SUBPOENA MEDICAL RECORDS
740.0301.51600.00000 461.40
12887012 2025 APRIL SUBPOENA BILLING RECORDS
740.0301.51600.00000 209.88
12887399 2025 APRIL SUBPOENA RECORDS
740.0301.51600.00000 79.95
13219088 2025 MAY COURT FILING
740.0301.51600.00000 102.95
Page: 14
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430363 5/22/2025 020752 020752 BOSCO LEGAL SERVICES (Continued) Total : 4,274.49 430364 5/22/2025 020649 MONET CONSTRUCTION INC Ref000300530 REFUND DEPOSIT FOR VISA #7097 100.20005 1,500.00
Total : 1,500.00
430365 5/22/2025 017385 NEWSBANK INC RT71OPL OC REGISTER ANNUAL SUBSCRIPTION JULY 202 118561 100.2001.53301.19990 5,859.00
Total : 5,859.00
430366 5/22/2025 019205 NEXTREQUEST 327349 FOIA WORKFLOW PLATFORM - STANDARD (3/1/2 118554 100.0401.53960.19002 9,247.77
Total : 9,247.77
430367 5/22/2025 001987 NIEVES LANDSCAPE LLC 80605 AGR 7713 - PARKS LANDSCAPE MAINTENANCE S 118131 100.7022.51420.00000 13,628.00
80606 AGR 7713 - PARKS LANDSCAPE MAINTENANCE S
118131 100.7022.51420.00000 11,361.00
81097 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 66.28
81098 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 61.38
81099 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 62.86
81100 AGR 6987.4 LANDSCAPE MAINTENANCE FY 24/2
118103 263.5021.51431.00000 110.39
Total : 25,289.91
430368 5/22/2025 020056 NIKKIS FLAG SHOP 7854 2025 MAY NIKKIS FLAG SHOP INV#7854 118462 100.15101 2,440.00
100.15101 186.00
Total : 2,626.00
430369 5/22/2025 019237 EDINGER URGENT CARE MEDICAL GR 00076016-00 AGR 7821 - EDINGER URGENT CARE 118501 100.1401.51640.00000 132.00
Total : 132.00
430370 5/22/2025 020216 NINYO & MOORE 300018 AGR 7558 - MATERIAL TESTING & SPECIALTY Page: 15
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430370 5/22/2025 020216 NINYO & MOORE (Continued)
117567 600.8011.51620.00000 3,202.50
Total : 3,202.50
430371 5/22/2025 020974 ORANGE SENIOR HOUSING INC Ref000300533 REFUND REM OF DEPOSIT FOR CK #1073 100.20005 1,660.00
Total : 1,660.00
430372 5/22/2025 002367 ORTIZ, GUS 34715 PD COMMAND/MOTOR/SWAT WASHING APR 2025 100.4011.51670.00000 180.00
Total : 180.00
430373 5/22/2025 018645 PACIFIC EH & S SERVICES INC 25-1061B 2025 APR - CAL OSHA REQUIRED SAFETY TRAI 740.0312.51670.00000 1,380.00
Total : 1,380.00
430374 5/22/2025 020977 PENNER & ASSOCIATES INC Job#CA06-25-0061MA CONTRACT FOR APPRAISAL SERVICES THE 600.8011.51620.00000 4,500.00
Total : 4,500.00
430375 5/22/2025 020972 PORTRAIT CONSTRUCTION INC Ref000300525 REFUND REM OF DEPOSIT FOR MC #7466 100.20005 2,683.10
Total : 2,683.10
430376 5/22/2025 007130 PTI SAND & GRAVEL INC 0153118 (BLA) SAND & ASPHALT SUPPLIES - WATER DI 117985 600.8041.55451.00000 1,664.77
0153158 (BLA) SAND & ASPHALT SUPPLIES - WATER DI
117985 600.8041.55451.00000 2,993.77
Total : 4,658.54
430377 5/22/2025 000331 RED WING BUSINESS ADVANTAGE AC 853-1-59198 FY24/25 MAY - SAFETY BOOTS 740.0312.53940.00000 500.00
Total : 500.00
430378 5/22/2025 017584 LEXISNEXIS 3095742614 LEXIS NEXIS SUBSCRIPTION 100.0301.53301.00000 1,103.00
Total : 1,103.00
Page: 16
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430379 5/22/2025 016387 ROCK E MILLER & ASSOCIATES 11074 2025 APRIL EXPERT WITNESS 740.0301.51600.00000 540.00
Total : 540.00
430380 5/22/2025 012750 S & J SUPPLY COMPANY INC S100250515.001 (BLA) MAINLINE SUPPLIES - WATER DIVISION 117989 600.8041.55451.00000 1,503.99
Total : 1,503.99
430381 5/22/2025 000373 SHAMROCK SUPPLY CO INC 2788409 (BLA) HARDWARE SUPPLIES - WATER DIVISION 118057 600.8011.53060.00000 1,446.09
Total : 1,446.09
430382 5/22/2025 004604 SHRED-WISE INC 4612020625 2025 FEB SHRED WISE, INC 100.1401.53011.00000 50.00
4612030625 2025 MARCH SHRED WISE, INC.
100.1401.53011.00000 50.00
4612040325 2025 APRIL SHRED WISE, INC.
100.1401.53011.00000 50.00
Total : 150.00
430383 5/22/2025 020971 SHU, CATHERINE Ref000300522 REFUND REM OF DEPOSIT FOR CK #333 100.20005 2,194.00
Total : 2,194.00
430384 5/22/2025 001550 SIERRA DISPLAY INC 28324 CUSTOM BANNERS FOR MILITARY BANNER PROGR 100.7001.51780.20054 183.69
Total : 183.69
430385 5/22/2025 000376 SMART & FINAL IRIS CO #388 373422 2025 MAY SMART&FINAL INV# 373422 118549 100.15101 542.80
118549 220.5022.53050.00000 584.55
118549 600.8011.53011.00000 584.55
118549 220.5022.53050.00000 40.50
118549 600.8011.53011.00000 40.50
100.15101 32.96
Total : 1,825.86
430386 5/22/2025 000386 SOUTHERN COUNTIES OIL CO IN-0000122360 (BLA) DIESEL FUEL FY 24/25 Page: 17
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430386 5/22/2025 000386 SOUTHERN COUNTIES OIL CO (Continued) 117951 710.15204 2,742.58
Total : 2,742.58
430387 5/22/2025 000396 STATE OF CALIF DEPT OF JUSTICE 813302 PD LIVE SCAN CHARGES APR 2025 117891 100.4011.51670.00000 1,336.00
Total : 1,336.00
430388 5/22/2025 014431 STICE COMPANY INC. Ref000300527 REFUND DEPOSIT FOR CK #52407 100.20005 1,500.00
Total : 1,500.00
430389 5/22/2025 001303 SUNRISE MULTISPECIALIST MED CT 00193574-00 2025 MAY - RANDOM DOT DS/BAT & DOT PX 740.0312.51670.00000 250.00
Total : 250.00
430390 5/22/2025 000402 SUSAN SAXE-CLIFFORD PHD 25-0424-6 AGR 2463.J PSYCHOLOGICAL EXAMS 2024-2027 117993 100.1401.51640.00000 900.00
25-0505-8 AGR 2463.J PSYCHOLOGICAL EXAMS 2024-2027
117993 100.1401.51640.00000 450.00
Total : 1,350.00
430391 5/22/2025 019329 TESS ELECTRIC INC 1606 WELL 27 LOW FLOW RELAY 600.8011.51510.00000 700.00
Total : 700.00
430392 5/22/2025 018049 TETRA TECH BAS INC 52410285 AGR 7322.1 - RESERVOIR 2A SURVEY AND GEO 118556 600.8011.51620.00000 15,645.74
Total : 15,645.74
430393 5/22/2025 015776 THE COUNSELING TEAM INTERNATIO INV104584 2025 APRIL - EMPLOYEE SUPPORT SERVICES 740.0312.51670.00000 1,500.00
Total : 1,500.00
430394 5/22/2025 001183 TITAN AUTOMOTIVE 82940 CRU: 2025 ACCORD VIN SA005389 100.4021.53750.00000 303.22
Total : 303.22
Page: 18
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430395 5/22/2025 017374 TRIAD CONSULTING & SYSTEMS DES 1146 AGR 7733 - GENETEC SERVER AND ARCHIVER I 118271 790.1601.56033.20456 25,260.00
1147 (BLA) ON-CALL AS NEEDED SERVICES - FY 24
118204 780.1601.51670.00000 180.00
1156 AGR 7733 - GENETEC SERVER AND ARCHIVER I
118271 790.1601.56033.20456 5,450.00
1157 (BLA) ON-CALL AS NEEDED SERVICES - FY 24
118204 780.1601.51670.00000 810.00
1158 AGR 7069 - SECURITY CONSULTING AND DESIG
113738 553.1601.56033.20347 3,230.00
Total : 34,930.00
430396 5/22/2025 011609 TRIPAC MARKETING INC 5826521 (BLA) NUTS & BOLTS - WATER DIVISION~ FY 118063 600.8041.53810.00000 696.01
Total : 696.01
430397 5/22/2025 020979 TURNERS TOTAL PAINTING SVCS TTP05052025 TANNAS FAMILY GARDEN METALWORKS 100.2017.51670.19322 1,100.00
100.2001.53011.00000 650.00
Total : 1,750.00
430398 5/22/2025 002977 TYLER TECHNOLOGIES INC 045-517765 AGR 7662 - ENTERPRISE RESOURCE PLANNING 117724 600.1222.56510.20391 1,185.75
117724 790.1601.56033.20391 3,614.25
Total : 4,800.00
430399 5/22/2025 000944 UNITED PARCEL SERVICE 00005733W1175 - 2025 04/26/25 UPS WEEKLY SHIPMENT 100.5001.51021.00000 45.57
100.4011.51021.00000 47.35
100.3011.51021.00000 7.78
00005733W1185 2025 05/03/25 UPS WEEKLY SHIPMENT
100.5001.51021.00000 39.00
220.5022.51021.00000 95.45
100.4041.53060.00000 155.90
220.5022.51021.00000 12.05
100.4041.53060.00000 11.61
Page: 19
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20 11:02:41AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430399 5/22/2025 000944 000944 UNITED PARCEL SERVICE (Continued) Total : 414.71 430400 5/22/2025 019230 UNITED RENTALS INC 247774404-001 (BLA) MATERIAL & EQUIPMENT RENTAL - FY24 117872 263.5021.53840.00000 311.62
Total : 311.62
430401 5/22/2025 000551 V & V MANUFACTURING INC 62408 PD BADGE REPAIRS: 1393 100.4011.53030.00000 132.57
Total : 132.57
430402 5/22/2025 016163 VERITIV OPERATING COMP 069-50041510 2025 MAY VERITIV INV# 069-50041510 118550 600.8011.53011.00000 308.88
118550 100.4011.51840.00000 308.88
118550 220.5022.53011.00000 617.76
600.8011.53011.00000 23.94
100.4011.51840.00000 23.94
220.5022.53011.00000 47.87
069-50049795 2025 MAY VERITIV INV# 069-50049795
118559 100.5028.53620.00000 894.46
118559 100.15101 1,064.82
100.5028.53620.00000 69.32
100.15101 82.52
Total : 3,442.39
430403 5/22/2025 001845 VERIZON WIRELESS 6113151327 4/11/25-5/10/25 ACCT# 342321417 - FINANC 100.1205.51011.00000 106.58
6113151328 4/11/25-5/10/25 ACCT# 342321452 - PUBLIC
100.5001.51030.00000 2,207.23
220.5022.51030.00000 1,314.95
270.5021.51030.00000 892.29
710.5023.51030.00000 187.85
100.5011.51030.00000 46.96
220.1601.56033.20285 46.96
6113167969 4/11/25-5/10/25 ACCT# 442321341 - COMMUN
100.7001.51011.00000 2,810.49
6113218955 4/11/25-5/10/25 ACCT# 742321116 - INFORM
100.0201.51030.00000 94.37
Page: 20
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430403 5/22/2025 001845 VERIZON WIRELESS (Continued)
780.1601.51011.00000 256.16
780.1601.51030.00000 149.48
6113252981 4/11/25-5/10/25 ACCT# 942320948 - COMMUN
100.6032.51030.00000 384.82
100.6031.51030.00000 135.55
100.5011.51030.00000 74.91
110.6032.51870.00000 222.03
220.5024.51030.00000 46.85
6113252983 4/11/25-5/10/25 ACCT# 942320990 - WATER
600.8011.51030.00000 2,666.25
Total : 11,643.73
430404 5/22/2025 000991 VORTEX INDUSTRIES 08-1785281 GLASS ALUMINUM DOOR INSTALL 100.5028.51401.00000 4,229.30
Total : 4,229.30
430405 5/22/2025 009050 VULCAN MATERIALS CO 3378608 (BLA) ASPHALT MATERIAL - FY 24/25 117893 263.5021.53840.00000 472.99
Total : 472.99
430406 5/22/2025 000431 W W GRAINGER INC 9488273591 2025 MAY GRAINGER INV# 9488273591 118551 100.15101 2,268.99
100.15101 175.85
9495877137 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE
118040 710.15102 359.40
Total : 2,804.24
430407 5/22/2025 002319 WATERLINE TECHNOLOGIES 5738804 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR 117955 600.8011.53530.00000 414.62
5738811 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 338.08
5738812 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 446.52
5738813 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 523.06
5738814 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
Page: 21
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430407 5/22/2025 002319 WATERLINE TECHNOLOGIES (Continued) 117955 600.8011.53530.00000 574.09
5739737 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 382.73
5740025 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 631.50
5740026 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 427.38
5740027 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 494.36
5740028 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 510.30
5740029 (BLA) PURCHASE OF LIQUID SODIUM HYPOCHOR
117955 600.8011.53530.00000 318.94
Total : 5,061.58
430408 5/22/2025 000439 WEST COAST ARBORISTS INC 226814 AGR 7521 (22-23.38) PARKS TREE MAINTENAN 118112 100.7022.51420.00000 4,674.00
Total : 4,674.00
430409 5/22/2025 000440 WEST COAST SAND & GRAVEL INC 838131 (BLA) SAND & ASPHALT SUPPLIES - WATER DI 117997 600.8041.55451.00000 778.47
838583 (BLA) SAND & ASPHALT SUPPLIES - WATER DI
117997 600.8041.55451.00000 639.99
838931 (BLA) SAND & ASPHALT SUPPLIES - WATER DI
117997 600.8041.55451.00000 771.10
839154 (BLA) SAND & ASPHALT SUPPLIES - WATER DI
117997 600.8041.55451.00000 793.83
Total : 2,983.39
430410 5/22/2025 000441 WEST PUBLISHING CORP 851967982 SUBSCRIPTION CA PRACTICE FEDERAL CIVIL 100.0301.53301.00000 743.49
Total : 743.49
430411 5/22/2025 007092 WESTERN STATES CONVERTERS & 42352 (BLA) AUTOMOTIVE REPAIRS FOR CITY VEHICL 117957 710.5023.53750.00000 1,663.95
Page: 22
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23 11:02:41AM
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430411 5/22/2025 007092 007092 WESTERN STATES CONVERTERS & (Continued) Total : 1,663.95 430412 5/22/2025 002801 YO FIRE SUPPLIES 1033109 (BLA) MAINLINE SUPPLIES - WATER DIVISION 118113 600.8041.55451.00000 1,233.90
Total : 1,233.90
5202025 5/20/2025 000385 SOUTHERN CALIFORNIA GAS CO 05/20/2025 UTILITIES 600.8011.51100.00000 79.91
100.0000.51100.00000 5,931.41
Total : 6,011.32
132 Vouchers for bank code : wfap Bank total : 573,253.94 132 Vouchers in this report Total vouchers : 573,253.94 Page: 23
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount Page: 24
125
Warrant Writing Confirmation Date: 05/22/25 4 of 5 reports for 06/10/25 Council Meeting
05-22-2025
0311
05-26-2025
05-27-2025
05-27-2025
126
05/29/2025
Voucher List
City of Orange
1 8:21:43AM
vchlist Page:

Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 5528 5/27/2025 001480 U S BANK 2890067 CITY OF ORANGE 2021 TAXABLE PENSION OBLI 100.0201.58400.20484 123,904.71
100.0301.58400.20484 89,977.73
100.0401.58400.20484 58,920.95
100.1201.58400.20484 337,579.90
100.1401.58400.20484 154,263.74
100.2001.58400.20484 381,704.92
100.3001.58400.20484 3,368,125.99
100.4001.58400.20484 6,535,108.88
100.5001.58400.20484 598,002.22
100.6001.58400.20484 490,950.82
100.7001.58400.20484 522,598.45
100.9810.58400.20484 24,380.24
110.6034.58400.20484 3,515.77
120.4021.58400.20484 47,596.72
125.3015.58400.20484 270,245.75
125.3022.58400.20484 10,460.80
220.20910 245,442.00
220.0000.54201.20484 73,300.63
270.5031.58400.20484 191,287.03
291.5025.58400.20484 4,925.18
293.5025.58400.20484 819.37
294.5025.58400.20484 819.37
600.20910 572,696.00
600.0000.54201.20484 171,037.61
710.20910 163,628.00
710.0000.54201.20484 48,869.53
100.1201.58400.20484 -26,716.61
Total : 14,463,445.70
52825 5/28/2025 000384 SOUTHERN CALIF EDISON CO 05/28/25 UTILITIES - EDISON 220.5022.51231.00000 130.40
600.8011.51232.00000 23,812.76
100.0000.51231.00000 60,423.69
Total : 84,366.85
Page: 1
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430413 5/29/2025 006609 ORANGE CO SANITATION DIST #15 April, 2025 OCSD FEES 830.20006 12,971.28
Total : 12,971.28
430414 5/29/2025 020161 PACIFIC PREMIER BANK C/O ENVIR RETPP18AGR7529 ENVIRONMENTAL CONSTRUCTION-ESCROW # 2023 600.20050 10,585.10
Total : 10,585.10
430415 5/29/2025 019433 TRUELINE CONSTRUCTION & RETRELAGR7802 RETAINAGE RELEASE-AGR 7802 510.20050 1,162.96
Total : 1,162.96
430416 5/29/2025 020992 ORANGE SQUARE LLC 012725-ORANGE SQUARE CLAIM SETTLEMENT-PROPERTY DAMAGE 740.0312.52310.00000 6,195.00
Total : 6,195.00
430417 5/29/2025 000386 SOUTHERN COUNTIES OIL CO 05272025 Q4 PAYMENT 2025 100.0000.40511.00000 2,416,276.00
Total : 2,416,276.00
430418 5/29/2025 018234 THE HUB OC 37-2025 AGR 7721 - YOUTH CENTERS OF ORANGE FY 24 118428 310.9645.51780.11384 3,624.91
38-2025 AGR 7721 - YOUTH CENTERS OF ORANGE FY 24
118428 310.9645.51780.11384 2,716.69
44-2025 AGR 7721 - YOUTH CENTERS OF ORANGE FY 24
118428 310.9645.51780.11384 3,755.79
Total : 10,097.39
430419 5/29/2025 020723 ALEXANDRA ABIERTAS 020723-Winter2025 INSTRUCTOR PAYMENT 100.7011.51670.00000 162.00
Total : 162.00
430420 5/29/2025 005317 ADMINSURE INC 17906 AGR 0233 - WORKERS' COMPENSATION CLAIMS 117859 730.0312.52232.00000 21,596.00
17907 2025 APRIL - MEDICAL BILL REVIEW
740.0312.51670.00000 3,152.00
Total : 24,748.00
Page: 2
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430421 5/29/2025 020698 ALL CITY MANAGEMENT SERVICES I 101074 AGR 7750 - CROSSING GUARD SERVICES FY 24 118247 100.4041.51670.00000 20,982.00
Total : 20,982.00
430422 5/29/2025 001147 ARCHIES TOWING 262072 (BLA) TOWING FOR CITY VEHICLES~ FY 24/25 117921 710.5023.53750.00000 180.00
Total : 180.00
430423 5/29/2025 001014 B & M LAWN & GARDEN CENTER 681655 MACHETE 220.5022.53670.00000 25.04
Total : 25.04
430424 5/29/2025 000042 BAKER & TAYLOR INC L1053874APR25 FOUNDATION DONATION BOOK PURCHASES APR25 100.2001.53301.19322 53.29
L3981714APR25 (BLA ) BOOK PURCHASES FOR FY 24/25
118243 100.2001.53301.19990 5,290.85
Total : 5,344.14
430425 5/29/2025 013658 BEE EMERGENCY RESPONSE TE 025552 SERVICE CALL FOR BEES. (NON-PO) 220.5022.51700.00000 95.00
Total : 95.00
430426 5/29/2025 020352 BYWATER SOLUTIONS LLC 9034 ASPEN DISCOVERY SYSTEM AND COMPANION MOB 118569 100.2004.51423.00000 7,500.00
Total : 7,500.00
430427 5/29/2025 016378 C3 TECHNOLOGY SERVICES INV199623 4/27/25-5/26/25 - PRINTERS - ACCT CO36 - 780.1601.51420.00000 124.35
Total : 124.35
430428 5/29/2025 006451 CHAMELEON BEVERAGE COMPANY C0041025 CITY OF ORANGE LOGO BOTTLED WATER 1 600.8011.53011.00000 706.90
Total : 706.90
430429 5/29/2025 002611 CHAPMAN UNIVERSITY FY 24-25 PARKING CITATION FEE REIMBURSEMENT FY 24 100.4041.43210.00000 790.50
Total : 790.50
Page: 3
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430430 5/29/2025 003595 CINTAS CORPORATION NO 2 4230510064 (BLA) UNIFORM MAINTENANCE - FY 24-25 117971 100.7022.51722.00000 202.72
Total : 202.72
430431 5/29/2025 001857 COAST RECREATION INC 16662 (BLA) REPAIR & REPLACEMENT OF PLAY EQUIP 117906 100.7022.53673.00000 1,843.35
16664 (BLA) REPAIR & REPLACEMENT OF PLAY EQUIP
117906 100.7022.53673.00000 1,949.22
Total : 3,792.57
430432 5/29/2025 000583 DEMCO INC 7646094 LIBRARY TS PROCESSING SUPPLIES 100.2001.53011.00000 998.46
Total : 998.46
430433 5/29/2025 014203 DIVERSIFIED THERMAL SERVICES S403473 AGR 7659 (23-24.22) HVAC MECHANICAL SERV 118142 100.7022.51420.00000 1,859.55
Total : 1,859.55
430434 5/29/2025 001639 FACTORY MOTOR PARTS CO 12-6487740 (BLA) AUTOMOTIVE PARTS FOR CITY VEHICLE 117908 710.15102 370.27
Total : 370.27
430435 5/29/2025 018843 FARFAN, JERICO DRC MTGS 1ST QTR '25 DRC MEETINGS JAN - MAR 2025 100.6021.51670.19970 50.00
Total : 50.00
430436 5/29/2025 002198 GALLS LLC 031228963 PD UNIFORMS: S TRAUSCH 117899 100.4011.53030.00000 87.32
031323562 PD UNIFORMS: B KINDER
117899 100.4011.53030.00000 73.27
031323569 PD UNIFORMS: G FARMER
117899 100.4011.53030.00000 74.62
031323620 PD UNIFORMS: A HOFACKET
117899 100.4011.53030.00000 28.28
031323623 PD UNIFORMS: I RIVERA
117899 100.4011.53030.00000 22.86
031323630 PD UNIFORMS: J UEMURA
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430436 5/29/2025 002198 GALLS LLC (Continued)
117899 100.4011.53030.00000 349.41
031323647 PD UNIFORMS: T CULLEN
117899 100.4011.53030.00000 135.77
031336185 PD UNIFORMS: B KINDER
117899 100.4011.53030.00000 92.98
031336189 PD UNIFORMS: B KINDER
117899 100.4011.53030.00000 19.70
031336191 PD UNIFORMS: J JENSEN
117899 100.4011.53030.00000 443.44
031336210 PD UNIFORMS: J JENSEN
117899 100.4011.53030.00000 11.12
031336211 PD UNIFORMS: B KINDER
117899 100.4011.53030.00000 9.04
031336217 PD UNIFORMS: J JENSEN
117899 100.4011.53030.00000 95.89
031347919 PD UNIFORMS: K SNYDER
117899 100.4011.53030.00000 91.88
031347920 PD UNIFORMS: G FARMER
117899 100.4011.53030.00000 72.14
031347925 PD UNIFORMS: S TRAUSCH
117899 100.4011.53030.00000 22.24
031348040 PD UNIFORMS: A HOFACKET
117899 100.4011.53030.00000 29.36
031348043 PD UNIFORMS: D WOLFF
117899 100.4011.53030.00000 94.27
031348051 PD UNIFORMS: A HOFACKET
117899 100.4011.53030.00000 15.09
031359383 PD UNIFORMS: I RIVERA
117899 100.4011.53030.00000 192.85
031359433 PD UNIFORMS: D WOLFF
117899 100.4011.53030.00000 6.66
Total : 1,968.19
430437 5/29/2025 000147 GANAHL LUMBER COMPANY 011487158 (BLA) LUMBER, SCREWS & NAILS - WATER - F 118008 600.8041.53810.00000 667.56
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430437 5/29/2025 000147 000147 GANAHL LUMBER COMPANY (Continued) Total : 667.56 430438 5/29/2025 004605 GLADSON CONSULTING AND NOTARY DRC MTGS 1ST QTR '25 DRC MEETINGS JAN - MAR 2025 100.6021.51670.19970 50.00
Total : 50.00
430439 5/29/2025 002509 GLOBALSTAR USA 000000091391276 PD SATELLITE PHONES 5/16/25 100.4011.51030.00000 541.62
Total : 541.62
430440 5/29/2025 019436 HASA INC 1031105 AGR 7061.A - (24.25.10) POOL MAINTENANCE 118571 100.7022.51420.00000 1,917.19
1031106 AGR 7061.A - (24.25.10) POOL MAINTENANCE
118571 100.7022.51420.00000 2,170.94
1032051 AGR 7061.A - (24.25.10) POOL MAINTENANCE
118571 100.7022.51420.00000 1,025.00
1032260 AGR 7061.A - (24.25.10) POOL MAINTENANCE
118571 100.7022.53530.00000 23.94
1032733 AGR 7061.A - (24.25.10) POOL MAINTENANCE
118571 100.7022.53530.00000 1,216.45
Total : 6,353.52
430441 5/29/2025 004358 HILLTOP ALARMS INC 45907 FIRE ALARM MONITORING 100.7022.51700.00000 150.00
Total : 150.00
430442 5/29/2025 006466 IMPERIAL SPRINKLER SUPPLY INC 0020827696-001 (BLA) IRRIGATION SUPPLIES - FY 24-25 117885 100.7022.51780.00000 1,023.63
Total : 1,023.63
430443 5/29/2025 016817 KANOPY KDEP-23767 KANOPY VIDEO STREAMING SERVICE 118572 100.2001.53301.19990 10,800.00
Total : 10,800.00
430444 5/29/2025 020540 LESLIE, ISAIAH PC MTGS 1ST QTR '25 PC MEETINGS JAN - MAR 2025 100.6021.51670.19980 180.00
Total : 180.00
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430445 5/29/2025 000223 LIFECOM INC 2106402-IN (BLA) CALIBRATION PUMP/BATTERY EQUIPMENT 118016 600.8011.51402.00000 673.44
2106438-IN (BLA) CALIBRATION PUMP/BATTERY EQUIPMENT
118016 600.8011.51402.00000 80.00
Total : 753.44
430446 5/29/2025 010957 LINDE GAS & EQUIPMENT INC 47552591 CYLINDER RENT 100.7022.51330.00000 173.66
Total : 173.66
430447 5/29/2025 019835 MALDONADO, RUBY PC MTGS 1ST QTR '25 PC MEETINGS JAN - MAR 2025 100.6021.51670.19980 180.00
Total : 180.00
430448 5/29/2025 002661 PANTHER TENNIS 002661-Winter2025-3 INSTRUCTOR PAYMENT 100.7011.51670.00000 693.00
Total : 693.00
430449 5/29/2025 018342 MARK THOMAS & COMPANY INC 55441 AGR 7388 - ENGINEERING DESIGN & ENVIRONM 116186 287.5011.56330.30174 213.84
116186 550.5011.56330.30174 426.16
Total : 640.00
430450 5/29/2025 019822 MARTIN, ALISON PC MTGS 1ST QTR '25 PC MEETINGS JAN - MAR 2025 100.6021.51670.19980 180.00
Total : 180.00
430451 5/29/2025 016964 MARTINEZ, RICHARD T PC MTGS 1ST QTR '25 PC MEETINGS JAN - MAR 2025 100.6021.51670.19980 180.00
Total : 180.00
430452 5/29/2025 004606 MCCORMACK, TIM PC MTGS 1ST QTR '25 PC MEETINGS JAN - MAR 2025 100.6021.51670.19980 180.00
Total : 180.00
430453 5/29/2025 013592 MCDERMOTT, ANNE DRC MTGS 1ST QTR '25 DRC MEETINGS JAN - MAR 2025 100.6021.51670.19970 50.00
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430453 5/29/2025 013592 013592 MCDERMOTT, ANNE (Continued) Total : 50.00 430454 5/29/2025 020752 BOSCO LEGAL SERVICES 12886921 2025 MAY SUBPOENA BILLING RECORDS 740.0301.51600.00000 253.75
12886922 2025 MAY X-RAY SUBPOENA
740.0301.51600.00000 681.39
12945001 2025 MAY SUBPOENA RECORDS
740.0301.51600.00000 4,085.87
1563272 CERTIFIED DEPO TRANSCRIPT
740.0301.51600.00000 1,234.73
Total : 6,255.74
430455 5/29/2025 020688 SOUTHERN CALIFORNIA NEWS GROUP 615954 RFP 24-25.18; LANDSCAPE MAINTENANCE SERV 100.5025.51431.00000 723.34
Total : 723.34
430456 5/29/2025 000278 OCLC INC 1000431641 BLA - OCLC CLOUD CONTENT FOR FY24/25 118282 100.2001.53301.19990 3,202.15
1000431703 BLA - OCLC CLOUD CONTENT FOR FY24/25
118282 100.2001.53301.19322 5,000.00
Total : 8,202.15
430457 5/29/2025 017842 OMEGA INDUSTRIAL SUPPLY INC 162312 FACE LIFT FOR APHALT - BOX OF 24 263.5021.53840.00000 962.00
100.5028.51450.20421 1,342.22
263.5021.53840.00000 74.55
100.5028.51450.20421 93.70
Total : 2,472.47
430458 5/29/2025 000096 ORANGE CNTY TREASURER-TAX COLL SH71481 AGR 6447.4.2 FORENSIC SERVICES MAY 2025 118048 100.4034.51780.00000 16,668.83
Total : 16,668.83
430459 5/29/2025 001325 PEST OPTIONS INC 463117 (BLA) RODENT CONTROL - FY 24/25 117889 100.7022.51420.00000 230.00
Total : 230.00
430460 5/29/2025 000317 PLANNING DIRECTORS ASSOC OF OC 2025 DUES 2025 ANNUAL DUES PDAOC Page: 8
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430460 5/29/2025 000317 PLANNING DIRECTORS ASSOC OF OC (Continued) 100.6001.51860.00000 175.00
Total : 175.00
430461 5/29/2025 000351 ROSEBURROUGH TOOL INC 810435 (BLA) SUPPLIES & MATERIALS FIELD SERVICE 118034 270.5021.53670.00000 72.80
Total : 72.80
430462 5/29/2025 014719 SITEONE LANDSCAPE SUPPLY 152523234-001 (BLA) IRRIGATION SUPPLIES - WATER DIVISI 118058 600.8041.51431.00000 265.98
152523234-002 (BLA) IRRIGATION SUPPLIES - WATER DIVISI
118058 600.8041.51431.00000 187.75
Total : 453.73
430463 5/29/2025 009672 SMITH PIPE & SUPPLY INC 4261615 (BLA) IRRIGATION SUPPLIES - FY 24-25 117949 100.7022.53642.00000 263.11
Total : 263.11
430464 5/29/2025 020829 SP PLUS CORPORATION 83559-I1-0425F AGR 7706 - (23-24.23) PARKING ENFORCEMEN 118394 100.4011.51670.00000 20,798.23
Total : 20,798.23
430465 5/29/2025 000396 STATE OF CALIF DEPT OF JUSTICE 815355 2025 APRIL DEPT OF JUSTICE FINGER PRINTS 100.1401.51612.00000 488.00
Total : 488.00
430466 5/29/2025 002294 T-MOBILE 9604864757 DR# 25-05-0158 100.4031.51670.00000 165.00
9605269527 DR# 25-05-0158
100.4031.51670.00000 165.00
Total : 330.00
430467 5/29/2025 019915 TUCKER, SHANNON PC MTGS 1ST QTR '25 PC MEETINGS JAN - MAR 2025 100.6021.51670.19980 180.00
Total : 180.00
430468 5/29/2025 002977 TYLER TECHNOLOGIES INC 045-518932 AGR 7662 - ENTERPRISE RESOURCE PLANNING 117724 600.1222.56510.20391 395.25
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430468 5/29/2025 002977 TYLER TECHNOLOGIES INC (Continued) 117724 790.1601.56033.20391 1,204.75
Total : 1,600.00
430469 5/29/2025 000944 UNITED PARCEL SERVICE 00005733W1195 2025 05/10/25 UPS WEEKLY SHIPMENT 100.5001.51021.00000 39.00
100.4011.51021.00000 15.05
100.1401.51021.00000 17.22
100.4011.51021.00000 34.45
Total : 105.72
430470 5/29/2025 020018 HD SUPPLY INC INV00701343 (BLA) TOOLS/SUPPLIES, WATER DIVISION~ FY 118066 600.8011.53060.00000 214.57
Total : 214.57
430471 5/29/2025 016965 VAZQUEZ, DAVID PC MTGS 1ST QTR '25 PC MEETINGS JAN - MAR 2025 100.6021.51670.19980 180.00
Total : 180.00
430472 5/29/2025 019878 VERDE DESIGN INC 13-2319700 AGR 7642 (23-24.10) EL MODENA PARK BALL 117745 512.7021.56020.30048 13,053.75
Total : 13,053.75
430473 5/29/2025 014762 VERITEXT LLC 8328686 MAY 2025 DEPO TRANSCRIPT SERVICES 740.0301.51600.00000 968.55
Total : 968.55
430474 5/29/2025 016948 VERIZON BUSINESS SERVICES 73346786 PD PRIVATE IP CHARGES THROUGH 4/30/25 117873 355.4011.51030.00000 1,843.00
117873 350.4041.51030.00000 157.00
355.4011.51030.00000 62.61
350.4041.51030.00000 5.33
Total : 2,067.94
430475 5/29/2025 001845 VERIZON WIRELESS 6113251665 PD MDC WIRELESS CHARGES APR 11 - MAY 10 117874 355.4011.51030.00000 4,180.06
6113650765 PD CELL PHONE CHARGES APR 17 - MAY 16
117874 100.4011.51030.00000 2,145.33
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Bank code : wfap
Voucher Date Vendor Invoice PO # Description/Account Amount 430475 5/29/2025 001845 VERIZON WIRELESS (Continued)
117874 100.4021.51030.00000 112.26
117874 350.4041.51030.00000 326.52
6113713974 PD CELL PHONE CHARGES APR 17 - MAY 16
117874 100.4011.51030.00000 160.07
117874 100.4021.51030.00000 426.19
117874 100.4034.51030.00000 20.02
Total : 7,370.45
430476 5/29/2025 009050 VULCAN MATERIALS CO 3468746 (BLA) ASPHALT MATERIAL - FY 24/25 117893 263.5021.53840.00000 475.31
Total : 475.31
430477 5/29/2025 000439 WEST COAST ARBORISTS INC 228792 AGR 7521 (22-23.38) DPW TREE TREE MAINTE 118111 291.5025.51700.00000 495.00
Total : 495.00
67 Vouchers for bank code : wfap Bank total : 17,181,641.09 67 Vouchers in this report Total vouchers : 17,181,641.09 Page: 11
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Voucher Date Vendor Invoice PO # Description/Account Amount Page: 12
138
Warrant Writing Confirmation Date: 05/29/25 5 of 5 reports for 06/10/25 Council Meeting
05-29-2025
0312
05-29-2025
06-03-2025
05-29-2025
139
Agenda Item
City Council
Item #: 3.3. 6/10/2025 File #: 25-0162
TO: Honorable Mayor and Members of the City Council
THRU: Tom Kisela, City Manager
FROM: Adam Jevec, Chief of Police
Christopher Cash, Public Works Director

1. SUBJECT
Agreement with All City Management Services, Inc. for Crossing Guard Services including revised school crossing guard locations and procedures for location modification.

2. SUMMARY
The contract with All City Management Services, Inc. provides for the continuation of school crossing guard services in the amount of $454,949, representing the cost of crossing guard services of $413,590, plus a 10% contingency of $41,359, for Fiscal Year 2025-2026. The agreement was procured through a Cooperative Purchasing Agreement with the City of Anaheim. This report also presents recommendations for crossing guard locations and procedures for altering locations.

3. RECOMMENDED ACTION

1. Approve staffing of school crossing guards at 17 locations identified in the attached Crossing Guard Locations List.

2. Require any changes to school crossing guard locations to be reviewed, determined, and documented by the Public Works Department.

4. FISCAL IMPACT
The expense for this contract is $454,949 and will be funded upon adoption of the proposed Fiscal Year 2025-2026 budget through General Fund (100).
100.4041.51670.00000 Other Professional & Consulting Services

5. STRATEGIC PLAN GOALS
Goal 1: Maintain Strong Emergency and Safety Services

6. DISCUSSION AND BACKGROUND
In September 2024, the City Council voted to reinstate funding for the School Crossing Guard Program (Program) and contract school crossing guard services through a private vendor. At the same time, City Council also directed staff to evaluate the City’s program and conduct a crossing guard warrant assessment “Study” for 43 school crossing locations that are either currently staffed or City of Orange Page 1 of 4 Printed on 6/4/2025
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Item #: 3.3. 6/10/2025 File #: 25-0162
guard warrant assessment “Study” for 43 school crossing locations that are either currently staffed or had previously been approved for a crossing guard. The associated professional services agreement was awarded by City Council at the November 12, 2024, meeting.

Crossing Guard Study Findings
To determine locations where crossing guards would have the most benefit, the California Manual of Uniform Traffic Control Devices (CA MUTCD) contains specific guidelines. The CA MUTCD provides uniform standards for all official traffic control devices in California. Moreover, and consistent with practices of other municipalities, the City also has approved local guidelines for school crossing guards. While both sets of guidelines take into consideration minimum traffic and pedestrian volumes that vary based on traffic control type, e.g., uncontrolled, multi-way stop, traffic signal, the City’s guidelines have lower thresholds that are more likely to be satisfied. For example, whereas the CA MUTCD requires 40 school pedestrians during the busiest drop-off and pick-up hours, the City Guidelines only require 20 pedestrians during either hour.

The Study scope consisted of collecting vehicle and pedestrian counts at each study location and comparing the data against both the CA MUTCD and local school crossing guard guidelines. The findings categorized each of the study locations into one of four “Tiers” as follows:
· Tier 1: 1 location, which is not currently staffed, met the CA MUTCD guidelines. · Tier 2: 12 locations met the City of Orange local guidelines, eight of which are currently staffed.
· Tier 3: 4 locations met neither but served 80% of the required pedestrian and vehicle volumes, all of which are currently staffed.
· Tier 4: 25 locations did not meet any guidelines, four of which are currently staffed.

To ensure that crossing guards are provided where they are expected to have the most benefit and that resources are allocated efficiently, staff recommends that all Tier 1, Tier 2, and Tier 3 locations be staffed. To accomplish this would involve (1) relocating the four crossing guards currently assigned to various Tier 4 locations to the four crossings in Tier 2 not currently staffed and (2) adding a crossing guard to serve the Tier 1 location (all four crossings in Tier 3 are currently staffed.) Doing so results in a net increase of one crossing guard, from 16 during the 24-25 school year, to 17 for the 25-26 school year. Specifically, the proposed changes are as follows:

Crossing Guard Removal Locations

1. Almond Avenue and Batavia Street

2. Canyon View Avenue and Aspen Street

3. Palm Avenue and Main Street

4. Palmyra Avenue and Tustin Street
New Crossing Guard Locations

1. Prospect Street and Spring Street

2. Almond Avenue and Pepper Street
City of Orange Page 2 of 4 Printed on 6/4/2025
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Item #: 3.3. 6/10/2025 File #: 25-0162

3. Cambridge Street and Adams Avenue

4. Santiago Boulevard and Serrano Avenue

5. Spring Street and Seranado Street
The above changes result in 17 locations being proposed for crossing guard staffing in the 25-26 school year as follows:

1. Prospect Street and Spring Street

2. Almond Avenue and Pepper Street

3. Cambridge Street and Adams Avenue

4. Cambridge Street and Glendale Avenue

5. Cannon Street and San Juan Drive

6. Fletcher Avenue and American Way

7. Handy Street and Collins Avenue

8. Hewes Street and Jordan Avenue

9. La Veta Avenue and Malena Drive

10.Palmyra Avenue and California Street

11.Santiago Boulevard and Serrano Avenue

12.Spring Street and Seranado Street

13.Spring Street and Virage Avenue

14.California Street and Quincy Avenue

15.Cambridge Street and Sycamore Avenue

16.Cambridge Street and Walnut Avenue

17.Prospect Street and Palmyra Avenue
Staff recommends these changes be incorporated into the crossing guard contract discussed below.

In addition, because walking patterns to and from school tend to evolve and the Orange Unified School District may consolidate school sites over time, there is the potential need to review the addition of new crossings, closure of existing locations or reassignment of crossing guards. Since the determination is a traffic engineering function, staff recommends that any proposed changes to the crossing guard program be reviewed and documented by the Public Works Department. Any changes or budget appropriation requests would be presented to the City Council as part of the crossing guard contract award.

Crossing Guard Contract
To maintain a safe, cost-effective, consistent, and successful Program, the Orange Police Department recommends the continuation of crossing guard services with All City Management Services, Inc. (ACMS). ACMS is headquartered in Santa Fe Springs, California and is the only local company that exclusively provides private crossing guard services. ACMS has significant experience City of Orange Page 3 of 4 Printed on 6/4/2025
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company that exclusively provides private crossing guard services. ACMS has significant experience as a single service organization specifically founded, organized, and designed to relieve cities, police departments, and school districts of the concerns of operating and managing a crossing guard program. ACMS will manage and coordinate recruitment, selection, background checks, training, scheduling, supervision, and payroll of crossing guards. In addition, ACMS has access to a large pool of employees to ensure constant staffing at all designated locations.

The agreement with ACMS is being obtained through a Cooperative Purchasing Agreement entered into by the City of Anaheim. The contract will provide 17 crossing guards to be placed at designated elementary schools within the City limits. It will consist of approximately 12,240 hours of crossing guard services and will only be invoiced for the actual hours of services rendered.

For Fiscal Year 2025-2026 (FY26), the crossing guard hourly rate increased from $32.81 to $33.79.

The increase is based on increases to minimum wage, advertising, recruitment, and training costs and is equivalent to a 3% increase for FY26.

Based on their high level of service, the Police Department is requesting the continuation of crossing guard services with ACMS for a contract amount of $454,949.

7. ATTACHMENTS
· Agreement with ACMS
· November 12, 2024 Staff Report Awarding Crossing Guard Study Contract · Crossing Guard Study Report
· Summary of Study Locations by Tier
· Proposed Crossing Guard Location List
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Agenda Item
City Council
Item #: 3.3. 6/10/2025 File #: 25-0162
TO: Honorable Mayor and Members of the City Council
THRU: Tom Kisela, City Manager
FROM: Adam Jevec, Chief of Police
Christopher Cash, Public Works Director

1. SUBJECT
Agreement with All City Management Services, Inc. for Crossing Guard Services including revised school crossing guard locations and procedures for location modification.

3. RECOMMENDED ACTION

1. Approve staffing of school crossing guards at 17 locations identified in the attached Crossing Guard Locations List.

2. Require any changes to school crossing guard locations to be reviewed, determined, and documented by the Public Works Department.

5. STRATEGIC PLAN GOALS
Goal 1: Maintain Strong Emergency and Safety Services

6. DISCUSSION AND BACKGROUND
In September 2024, the City Council voted to reinstate funding for the School Crossing Guard Program (Program) and contract school crossing guard services through a private vendor. At the same time, City Council also directed staff to evaluate the City’s program and conduct a crossing guard warrant assessment “Study” for 43 school crossing locations that are either currently staffed or City of Orange Page 1 of 4 Printed on 6/4/2025
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guard warrant assessment “Study” for 43 school crossing locations that are either currently staffed or had previously been approved for a crossing guard. The associated professional services agreement was awarded by City Council at the November 12, 2024, meeting.

Crossing Guard Removal Locations

1. Almond Avenue and Batavia Street

2. Canyon View Avenue and Aspen Street

3. Palm Avenue and Main Street

4. Palmyra Avenue and Tustin Street
New Crossing Guard Locations

1. Prospect Street and Spring Street

2. Almond Avenue and Pepper Street
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3. Cambridge Street and Adams Avenue

4. Santiago Boulevard and Serrano Avenue

5. Spring Street and Seranado Street
The above changes result in 17 locations being proposed for crossing guard staffing in the 25-26 school year as follows:

1. Prospect Street and Spring Street

2. Almond Avenue and Pepper Street

3. Cambridge Street and Adams Avenue

4. Cambridge Street and Glendale Avenue

5. Cannon Street and San Juan Drive

6. Fletcher Avenue and American Way

7. Handy Street and Collins Avenue

8. Hewes Street and Jordan Avenue

9. La Veta Avenue and Malena Drive

10.Palmyra Avenue and California Street

11.Santiago Boulevard and Serrano Avenue

12.Spring Street and Seranado Street

13.Spring Street and Virage Avenue

14.California Street and Quincy Avenue

15.Cambridge Street and Sycamore Avenue

16.Cambridge Street and Walnut Avenue

17.Prospect Street and Palmyra Avenue
Staff recommends these changes be incorporated into the crossing guard contract discussed below.

Crossing Guard Contract
To maintain a safe, cost-effective, consistent, and successful Program, the Orange Police Department recommends the continuation of crossing guard services with All City Management Services, Inc. (ACMS). ACMS is headquartered in Santa Fe Springs, California and is the only local company that exclusively provides private crossing guard services. ACMS has significant experience City of Orange Page 3 of 4 Printed on 6/4/2025
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company that exclusively provides private crossing guard services. ACMS has significant experience as a single service organization specifically founded, organized, and designed to relieve cities, police departments, and school districts of the concerns of operating and managing a crossing guard program. ACMS will manage and coordinate recruitment, selection, background checks, training, scheduling, supervision, and payroll of crossing guards. In addition, ACMS has access to a large pool of employees to ensure constant staffing at all designated locations.

For Fiscal Year 2025-2026 (FY26), the crossing guard hourly rate increased from $32.81 to $33.79.

The increase is based on increases to minimum wage, advertising, recruitment, and training costs and is equivalent to a 3% increase for FY26.

Based on their high level of service, the Police Department is requesting the continuation of crossing guard services with ACMS for a contract amount of $454,949.

7. ATTACHMENTS
· Agreement with ACMS
· November 12, 2024 Staff Report Awarding Crossing Guard Study Contract · Crossing Guard Study Report
· Summary of Study Locations by Tier
· Proposed Crossing Guard Location List
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Agenda Item
City Council
Item #: 3.6. 11/12/2024 File #: 24-0642
TO: Honorable Mayor and Members of the City Council
THRU: Tom Kisela, City Manager
FROM: Christopher Cash, Public Works Director

1. SUBJECT
Agreement with Kimley-Horn and Associates, Inc. for traffic engineering services for the School Crossing Guard Warrant Study.

2. SUMMARY
The professional services agreement authorizes Kimley-Horn and Associates, Inc. to provide traffic engineering services necessary to conduct a crossing guard warrant study at 43 school crossings that have or have had crossing guards within the city. Through this study, the consultant will compare existing traffic conditions against recognized standards for crossing guard placement and categorize each of the school crossings based on their level of need for a crossing guard.

3. RECOMMENDED ACTION

1. Approve the agreement with Kimley-Horn and Associates, Inc. in the total amount of $50,546.10, representing the cost of traffic engineering services of $45,951.00, plus a 10% contingency of $4,595.10; and authorize the Mayor and City Clerk to execute on behalf of the City.

2. Authorize the one-time appropriation of $50,550 from the General Fund (100) unreserved fund balance to:
100.5031.51670.00000 Other Professional & Consulting Services

4. FISCAL IMPACT
The expense for this agreement is $50,550 and will be funded through the General Fund (100):
100.5031.51670.00000 Other Professional & Consulting Services Upon approval of this appropriation, the estimated General Fund (100) fund balance at June 30, 2025 will reflect a deficit of -$6,729,277.

The projected Catastrophic Reserve on June 30, 2025 is $25.9 million.

5. STRATEGIC PLAN GOALS
Goal 1: Provide for a safe community
b: Provide and maintain infrastructure necessary to ensure the safety of the public.

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6. DISCUSSION AND BACKGROUND
History and Need
On September 10, 2024, City Council directed staff to evaluate the City’s School Crossing Guard Program, including conducting a crossing guard warrant study for 43 school crossings in Orange that were previously approved for a crossing guard. This program has not been formally reviewed in many years and an updated warrant study will use current conditions, data, and standards to evaluate the level of need for, and prioritize, crossing guard services at the various school crossing locations. The study will use two sources of criteria to evaluate adult crossing guard placement: The California Manual on Uniform Traffic Control Devices (CA MUTCD), which was most recently updated in March 2023, and the City’s Criteria for School Crossing Guards, which was approved by City Council in 1971.

Scope of Work
Each of the 43 crossing locations will require extensive traffic data collection, including vehicles, pedestrians, crash analysis, and field reviews. The data collection is scheduled to be conducted in November and December 2024, with care taken to avoid any school holidays or closures. The subsequent analysis will then take into consideration the number of school age pedestrians, vehicle traffic volumes, existing roadway geometrics, existing traffic control at each crossing and any other extenuating circumstances. Once all locations have been evaluated, findings and recommendations will be summarized in a report that can be presented to the City Traffic Commission and Council next spring for information or potential action. The results of this study can be used to inform crossing guard deployment for FY26 and beyond. Based on the magnitude and urgency of this effort, the services of an engineering consultant are required.

Procurement
Staff previously developed a list of top firms for on-call traffic engineering services to augment the City’s professional traffic engineering capabilities and to provide high quality, timely expertise and support where needed. This list was established through a Request for Qualifications/Proposals process to identify the City’s bench of on-call traffic engineering consultants. Using that on-call bench, Public Works staff solicited proposals for the School Crossing Guard Warrant Study from four qualified traffic engineering firms.

Each of the four firms submitted a proposal, with Kimley-Horn and Associates, Inc. (Kimley-Horn) addressing all the city’s needs at the lowest cost ($45,951.00). The Kimley-Horn project team conducting this study is located in the company’s Orange office, which recently completed the City’s Local Roadway Safety Plan in 2023. Through that effort, Kimley-Horn understands the City’s evolving needs and priorities regarding traffic safety.

Additionally, Kimley-Horn’s proposal accounts for an accelerated timeline to complete this citywide warrant analysis, meeting staff’s proposed timeline of presenting the results of the study and prioritization list to the City’s Traffic Commission tentatively in February 2025. If approved, the awarded contract amount would be $45,951.00 plus a 10% contingency of $4,595.10, totaling $50,546.10. Staff recommends approving the proposed agreement with Kimley-Horn.

7. ATTACHMENT
· Agreement with Kimley-Horn and Associates, Inc.

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CROSSING GUARD WARRANT MEMORANDUM

CROSSING GUARD WARRANT MEMORANDUM
To: Larry Tay, P.E., T.E. – City Traffic Engineer at the City of Orange From: Ryan Calad, P.E., T.E. – Kimley-Horn and Associates, Inc Copy: Jason Melchor, P.E.

Date: May 28, 2025
Subject: Crossing Guard Assessment Report

INTRODUCTION
The City of Orange retained Kimley Horn and Associates to conduct an Engineering Study to assess and evaluate the need for crossing guard(s) at 43 crossing locations (amongst 19 schools) within the City of Orange. The study was conducted to develop a prioritization list that would help identify an intersection’s consideration for an adult crossing guard.

Each school and its corresponding study intersections are identified below:

SCHOOL: # STREET: CROSS STREET:

Anaheim Hills Elementary 37 Serrano Avenue Kendra Loop
California Inspire Academy
8 Cambridge Street Katella Avenue
18 Glassell Street Wilson Avenue / Adams Avenue
38 Shaffer Street Quincy Avenue
4 California Street Quincy Avenue
5 Cambridge Street Adams Avenue
6 Cambridge Street Collins Avenue
Cambridge Elementary School
42 Tustin Street Walnut Avenue
10 Cambridge Street Sycamore Avenue
11 Cambridge Street Walnut Avenue
Chapman Hills Elementary
13 Canyon View
Avenue Aspen Street
43 White Oak Ridge Trail Ends Lane
Fletcher Gate Academy
16 Fletcher Avenue Batavia Street
15 Fletcher Avenue American Way
Handy Elementary
20 Handy Street Oakmont Avenue
19 Handy Street Collins Avenue
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Holy Family School 17 Glassell Street La Veta Avenue
Jordan Elementary School
21 Hewes Street Jordan Avenue
14 Esplanade Street Jordan Avenue
La Veta Elementary
22 La Veta Avenue Malena Drive
23 La Veta Avenue Prospect Street
24 La Veta Avenue Yorba Street
Lampson Elementary 25 Lewis Street Lampson Avenue
Linda Vista Elementary
26 Linda Vista Street Elsinore Avenue
12 Cannon Street San Juan Drive
McPherson Magnet School 31 Prospect Street Palmyra Avenue Palmyra Elementary School
30 Palmyra Avenue Tustin Street
29 Palmyra Avenue California Street
9 Cambridge Street Palmyra Avenue
Prospect Elementary School
40 Spring Street Virage Avenue
32 Prospect Street Spring Street
39 Spring Street Seranado Street
Santiago Charter Middle School 33 Rancho Santiago Walnut Avenue Serrano Elementary School
35 Santiago Boulevard Serrano Avenue
36 Santiago Boulevard Taft Avenue
34 Santiago Boulevard Meats Avenue
Sycamore Elementary
28 Palm Avenue Main Street
27 Palm Avenue Batavia Street
Taft Elementary School
41 Tustin Street Briardale Avenue
7 Cambridge Street Glendale Avenue
West Orange Elementary School
3 Almond Avenue Pepper Street
1 Almond Avenue Batavia Street
2 Almond Avenue Main Street

CROSSING GUARD WARRANT CRITERIA
An adult crossing guard analysis was completed for the study intersections in accordance with guidance provided in: (1) Section 7D.02 of the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) and (2) City of Orange Criteria for School Crossing Guards (City of Orange Criteria).

CA MUTCD: Adult crossing guards are generally used to provide gaps in traffic at school crossings where an engineering study has shown that adequate gaps need to be created. The following criteria was used to help determine if a crossing guard could be considered at an intersection:

A. While crossing a public highway and at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school; AND
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B. At uncontrolled crossings where there is no alternative controlled crossing within 600 feet, and a. In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or
b. In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
Whenever the critical (85th percentile) approach speed exceeds 40 mph, the guidelines for rural areas should be applied.

OR
C. At a stop sign-controlled crossing:
a. Where the vehicular traffic volumes on undivided highways of four or more lanes exceed 500 per hour during any period when the school pedestrians are going to or from school OR
D. At traffic signal-controlled crossings:
a. Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or b. Where justified through analysis of the operations of the intersection OR
E. Other criteria that may be considered in an engineering study include:
a. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
b. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period City of Orange Criteria: The City of Orange Crossing Guard Assessment outlines the following criteria, of which the requirements in Section I, II, and any one of the requirements in Section III must be met to qualify a school crossing to warrant an adult crossing guard:

I. The Guard is for school students K thru 6 grades;
AND
II. Pedestrian count must be at least 20 elementary school children crossing the street during the morning or 20 elementary school children crossing the street during the afternoon release time; AND
III. Crossing Type (A, B, or C)
A. Uncontrolled Crossings (Must meet one)
i. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour. 156

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ii. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.
iii. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.
iv. 600 ft. or more to an intersection controlled by STOP signs or traffic signals. v. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrian misuse of a marked crosswalk
vi. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be effectively controlled through the application of accepted traffic engineering principles.

B. Crossings controlled by Boulevard Stop Signs (Must meet one) i. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross. ii. When traffic records indicate high incidences of citations being issued for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

C. Crossings Controlled by Traffic Signals
i. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

DATA COLLECTION
From November 2024 to January 2025, Kimley Horn collected and analyzed pedestrian and vehicle counts, field observations, accident history, and citation history for each intersection included in this study. Utilizing the data that was collected, CA MUTCD and City of Orange Crossing Guard Warrants were completed for each studied intersection. A summary of these findings is provided in Appendix A. The completed Crossing guard warrants are included in Appendix B.

Traffic Counts
School-aged (K-6) pedestrian and vehicle volumes were collected at all 43 school crossing locations on Thursday, November 21, 2024. Counts were collected for 1.5 hours during the AM peak hour, beginning either one hour before the start of school or 7:00 A.M., whichever is later. Counts were collected for 2.5 hours during the PM peak hour, beginning 30-minutes before the first dismissal. Kimley-Horn and Associates, Inc. received the traffic counts on December 4, 2024.

Field Observations
A site visit to each of the 43 project locations was conducted to identify possible safety concerns on November 26, 2024 to November 27, 2024.

Collision Data
As a part of the City of Orange Crossing Guard Warrant Assessment, collision data was evaluated at each study intersection from August 2018 through June 2024. The data yielded nine (9) total collisions near four (4) of the 43 school crossings One (1) of these collisions involved pedestrians; one collision near American Way and Fletcher Avenue,
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Citation Data
Citation data analysis was included to supplement the City of Orange Crossing Guard Warrant. Citation history was provided by the Orange Police Department for the 11 all way stop-controlled crossings. The data was evaluated from November 1, 2019 through October 31, 2024. A copy of the citation data is included in Appendix C.

FINDINGS
Pedestrian and vehicle counts, field observations, accident data, and citation history were used to complete the CA MUTCD and City of Orange Criteria Assessments. Based on the assessment findings, the prioritization list for crossing guard consideration is separated into four (4) tiers based on need.

Outlined below is the overview of the “Tier” system:

Tier # Summary
Tier 1 Crossing locations that satisfy CA MUTCD warrants.

Tier 2 Crossing locations that satisfy the City of Orange Criteria only.

Tier 3 Intersections evaluated under the boulevard stop for the City of Orange Criteria that met the pedestrian count and the 500-vehicle volume count per hour, but the crossing is located on a two-lane street.

OR
Crossings that meet at least 80% of the pedestrian counts per crosswalk in Section II and 80% of the vehicle volume count needed for Section III.

Tier 4 Crossing locations that do not meet warrants
The completed Crossing guard warrants included in Appendix B are sorted based on Tier ranking from 1 to 4.

Tier 1 consists of crossing locations that satisfy CA MUTCD crossing guard warrants. These intersections met the criteria of at least 40 school-aged pedestrians using the crossings in the AM and PM peak hour, as well as vehicle volume counts of 500 per hour at a stop-controlled crossing or 300 turning movements at a signalized crossing.

The following school crossing location meets the requirements for Tier 1:

Tier 2 consists of crossing locations that satisfy the City of Orange Criteria but not the CA MUTCD warrant.

These intersections met the criteria of at least 20 school-aged pedestrians using the crossings in the AM or PM peak hour as well as vehicular traffic volume requirements. # STREET: CROSS STREET: SCHOOL: CONTROL TYPE
32 Prospect Street Spring Street Prospect Elementary School Signal 158

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There are twelve (12) intersections that fall into this category. Of these intersections, nine (9) are uncontrolled intersections, two (2) are all-way stop-controlled, and one (1) is signal-controlled. The following school crossing locations intersections meet the requirements for Tier 2:

Tier 3 consists of crossing locations that do not meet the local City of Orange Criteria but have characteristics that merit consideration based on the following:

A. Intersections evaluated under the boulevard stop (All-Way Stop) for the City of Orange Criteria that met the pedestrian count and the 500-vehicle volume count per hour, but the crossing is located on a twolane street (Section III requires four (4) lanes minimum).

OR
B. Crossings that meet at least 80% of the pedestrian counts per crosswalk and 80% of the vehicle volume count needed for Section III (A, B, or C).

Listed below are the four (4) locations that meet these Tier 3 criteria, which includes three (3) locations are all-way stop-controlled and one (1) uncontrolled location:
# STREET: CROSS STREET: SCHOOL: CONTROL TYPE
3 Almond Avenue Pepper Street West Orange Elementary
School
Uncontrolled
5 Cambridge Street Adams Avenue California Inspire Academy Uncontrolled 7 Cambridge Street Glendale Avenue Taft Elementary School Uncontrolled 12 Cannon Street San Juan Drive Linda Vista Elementary All-Way Stop 15 Fletcher Avenue American Way Fletcher Gate Academy Uncontrolled 19 Handy Street Collins Avenue Handy Elementary All-Way Stop 21 Hewes Steet Jordan Avenue Jordan Elementary School Uncontrolled 22 La Veta Avenue Malena Drive La Veta Elementary Uncontrolled 29 Palmyra Avenue California Street Palmyra Elementary School Uncontrolled 35 Santiago Boulevard Serrano Avenue Serrano Elementary School Signal 39 Spring Street Seranado Street Prospect Elementary School Uncontrolled 40 Spring Street Virage Avenue Prospect Elementary School Uncontrolled # STREET: CROSS STREET: SCHOOL: CONTROL TYPE
4 California Street Quincy Avenue California Inspire Academy Uncontrolled 10 Cambridge Street Sycamore Avenue Cambridge Elementary School All-Way Stop 11 Cambridge Street Walnut Avenue Cambridge Elementary School All-Way Stop 31 Prospect Street Palmyra Avenue McPherson Magnet School All-Way Stop 159

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Tier 4 consists of locations that did not satisfy the City of Orange, CA MUTCD, or the special considerations noted in the Tier 3 assessment (minimum lanes or 80% of warrant pedestrian and vehicle volumes) for City of Orange criteria. The following twenty-six (26) study intersections do not fulfill the requirements of either the City of Orange or CA MUTCD and fall into Tier 4:

Shown on the following is a condensed summary of the results of the Adult Crossing Guard Warrant Assessment.
# STREET: CROSS STREET: SCHOOL: CONTROL TYPE
1 Almond Avenue Batavia Street West Orange Elementary
School
All-Way Stop
2 Almond Avenue Main Street West Orange Elementary
School
Signal
6 Cambridge Street Collins Avenue California Inspire Academy Signal 8 Cambridge Street Katella Avenue California Inspire Academy Signal 9 Cambridge Street Palmyra Avenue Palmyra Elementary School All-Way Stop 13 Canyon View Avenue Aspen Street Chapman Hills Elementary Signal 14 Esplanade Street Jordan Avenue Jordan Elementary School Uncontrolled 16 Fletcher Avenue Batavia Street Fletcher Gate Academy Signal 17 Glassell Street La Veta Avenue Holy Family School Signal 18 Glassell Street Wilson Avenue / Adams
Avenue
California Inspire Academy Signal
20 Handy Street Oakmont Avenue Handy Elementary All-Way Stop 23 La Veta Avenue Prospect Street La Veta Elementary All-Way Stop 24 La Veta Avenue Yorba Street La Veta Elementary Signal 25 Lewis Street Lampson Avenue Lampson Elementary Signal 26 Linda Vista Street Elsinore Avenue Linda Vista Elementary All-Way Stop 27 Palm Avenue Batavia Street Sycamore Elementary Signal 28 Palm Avenue Main Street Sycamore Elementary Signal
30 Palmyra Avenue Tustin Street Palmyra Elementary School Signal 33 Rancho Santiago Walnut Avenue Santiago Charter Middle School
All-Way Stop
34 Santiago Boulevard Meats Avenue Serrano Elementary School Signal 36 Santiago Boulevard Taft Avenue Serrano Elementary School Signal 37 Serrano Avenue Kendra Loop Anaheim Hills Elementary Signal 38 Shaffer Street Quincy Avenue California Inspire Academy Uncontrolled 41 Tustin Street Briardale Avenue Taft Elementary School Signal 42 Tustin Street Walnut Avenue Cambridge Elementary School Signal 43 White Oak Ridge Trail Ends Lane Chapman Hills Elementary All-Way Stop 160

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# STREET: CROSS STREET: SCHOOL: CONTROL TYPE City of
Orange Warrant Satisfied? CA MUTCD Satisfied? 2023 - 2024 Staffing 2024 - 2025 Staffing Staffing
Priority
(Tiers 1-4)
32 Prospect Street Spring Street Prospect Elementary School Signal  1 3 Almond Avenue Pepper Street West Orange Elementary School Uncontrolled  Filled 2 5 Cambridge Street Adams Avenue California Inspire Academy Uncontrolled  2 7 Cambridge Street Glendale Avenue Taft Elementary School Uncontrolled  Filled Filled 2 12 Cannon Street San Juan Drive Linda Vista Elementary All-Way Stop  Filled 2 15 Fletcher Avenue American Way Fletcher Gate Academy Uncontrolled  Filled 2 19 Handy Street Collins Avenue Handy Elementary All-Way Stop  Filled Filled 2 21 Hewes Steet Jordan Avenue Jordan Elementary School Uncontrolled  Filled Filled 2 22 La Veta Avenue Malena Drive La Veta Elementary Uncontrolled  Filled Filled 2 29 Palmyra Avenue California Street Palmyra Elementary School Uncontrolled  Filled Filled 2 35 Santiago Boulevard Serrano Avenue Serrano Elementary School Signal  2 39 Spring Street Seranado Street Prospect Elementary School Uncontrolled  2 40 Spring Street Virage Avenue Prospect Elementary School Uncontrolled  Filled 2 4 California Street Quincy Avenue California Inspire Academy Uncontrolled  * Filled Filled 3 10 Cambridge Street Sycamore Avenue Cambridge Elementary School All-Way Stop  ** Filled Filled 3 11 Cambridge Street Walnut Avenue Cambridge Elementary School All-Way Stop  ** Filled Filled 3 31 Prospect Street Palmyra Avenue McPherson Magnet School All-Way Stop  * Filled Filled 3 1 Almond Avenue Batavia Street West Orange Elementary School All-Way Stop Filled Filled 4 2 Almond Avenue Main Street West Orange Elementary School Signal 4 6 Cambridge Street Collins Avenue California Inspire Academy Signal 4 8 Cambridge Street Katella Avenue California Inspire Academy Signal 4 9 Cambridge Street Palmyra Avenue Palmyra Elementary School All-Way Stop 4 13 Canyon View Avenue Aspen Street Chapman Hills Elementary Signal Filled Filled 4 14 Esplanade Street Jordan Avenue Jordan Elementary School Uncontrolled Filled 4 16 Fletcher Avenue Batavia Street Fletcher Gate Academy Signal 4 17 Glassell Street La Veta Avenue Holy Family School Signal 4 18 Glassell Street Wilson Avenue / Adams Avenue California Inspire Academy Signal 4 20 Handy Street Oakmont Avenue Handy Elementary All-Way Stop Filled 4 23 La Veta Avenue Prospect Street La Veta Elementary All-Way Stop 4 24 La Veta Avenue Yorba Street La Veta Elementary Signal 4 25 Lewis Street Lampson Avenue Lampson Elementary Signal 4 26 Linda Vista Street Elsinore Avenue Linda Vista Elementary All-Way Stop 4 27 Palm Avenue Batavia Street Sycamore Elementary Signal Filled 4 28 Palm Avenue Main Street Sycamore Elementary Signal Filled 4 30 Palmyra Avenue Tustin Street Palmyra Elementary School Signal Filled Filled 4 33 Rancho Santiago Walnut Avenue Santiago Charter Middle School All-Way Stop 4 34 Santiago Boulevard Meats Avenue Serrano Elementary School Signal 4 36 Santiago Boulevard Taft Avenue Serrano Elementary School Signal 4 37 Serrano Avenue Kendra Loop Anaheim Hills Elementary Signal 4 38 Shaffer Street Quincy Avenue California Inspire Academy Uncontrolled Filled 4 41 Tustin Street Briardale Avenue Taft Elementary School Signal Filled 4 42 Tustin Street Walnut Avenue Cambridge Elementary School Signal Filled 4 43 White Oak Ridge Trail Ends Lane Chapman Hills Elementary All-Way Stop 4 Notes *Location meets at least 80% of the pedestrian counts per crosswalk and 80% of the vehicle volume count needed for Section III (A, B, or C).

City of Orange Adult Crossing Guard List of Proposed Location Warrants ** Intersections evaluated under the boulevard stop (All-Way Stop) for the City of Orange warrants that met the pedestrian count and the 500-vehicle volume count per hour, but the crossing is located on a two-lane street (Warrant Section III requires four (4) lanes minimum) 161

APPENDIX A

CITY OF ORANGE ADULT CROSSING GUARD

LIST OF PROPOSED LOCATION WARRANTS
162
# STREET: CROSS STREET: SCHOOL: CONTROL TYPE
Yellow
School XWalk
City of
Orange
Section II
City of
Orange
Section III
# of City of
Orange
Section III
Warrants
Satisfied
City of Orange
Warrant
Satisfied?

CAMUTCD
Peds

CAMUTCD
Veh
# of CA
MUTCD
Warrants
Satisfied

CA MUTCD
Satisfied?
2023 - 2024
Staffing
2024 - 2025
Staffing
Staffing
Priority
(Tiers 1-4)
32 Prospect Street Spring Street Prospect Elementary School Signal Yes  0 of 1   2  1 3 Almond Avenue Pepper Street West Orange Elementary
School
Uncontrolled Yes   1 of 6  0 Filled 2
5 Cambridge Street Adams Avenue California Inspire Academy Uncontrolled Yes   2 of 6   1 2 7 Cambridge Street Glendale Avenue Taft Elementary School Uncontrolled Yes   2 of 6   1 Filled Filled 2 12 Cannon Street San Juan Drive Linda Vista Elementary All-Way Stop Yes   1 of 2   1 Filled 2 15 Fletcher Avenue American Way Fletcher Gate Academy Uncontrolled Yes   3 of 6  0 Filled 2 19 Handy Street Collins Avenue Handy Elementary All-Way Stop Yes   1 of 2   1 Filled Filled 2 21 Hewes Steet Jordan Avenue Jordan Elementary School Uncontrolled Yes   3 of 6  0 Filled Filled 2 22 La Veta Avenue Malena Drive La Veta Elementary Uncontrolled Yes   2 of 6   1 Filled Filled 2 29 Palmyra Avenue California Street Palmyra Elementary School Uncontrolled Yes   2 of 6   1 Filled Filled 2 35 Santiago Boulevard Serrano Avenue Serrano Elementary School Signal Yes   1 of 1  0 2 39 Spring Street Seranado Street Prospect Elementary School Uncontrolled Yes   1 of 6   1 2 40 Spring Street Virage Avenue Prospect Elementary School Uncontrolled Yes   1 of 6  0 Filled 2 4 California Street Quincy Avenue California Inspire Academy Uncontrolled Yes  1 of 6  *  1 Filled Filled 3 10 Cambridge Street Sycamore Avenue Cambridge Elementary School All-Way Stop Yes  0 of 2  ** 0 Filled Filled 3 11 Cambridge Street Walnut Avenue Cambridge Elementary School All-Way Stop Yes  0 of 2  **  1 Filled Filled 3 31 Prospect Street Palmyra Avenue McPherson Magnet School All-Way Stop Yes  1 of 2  *  1 Filled Filled 3 1 Almond Avenue Batavia Street West Orange Elementary
School
All-Way Stop Yes 0 of 2 0 Filled Filled 4
2 Almond Avenue Main Street West Orange Elementary
School
Signal No 0 of 1 0 4
6 Cambridge Street Collins Avenue California Inspire Academy Signal Yes  0 of 1 0 4 8 Cambridge Street Katella Avenue California Inspire Academy Signal No 0 of 1 0 4 9 Cambridge Street Palmyra Avenue Palmyra Elementary School All-Way Stop Yes  1 of 2 0 4 13 Canyon View Avenue Aspen Street Chapman Hills Elementary Signal Yes 0 of 1 0 Filled Filled 4 14 Esplanade Street Jordan Avenue Jordan Elementary School Uncontrolled Yes  2 of 6 0 Filled 4 16 Fletcher Avenue Batavia Street Fletcher Gate Academy Signal Yes 0 of 1 0 4 17 Glassell Street La Veta Avenue Holy Family School Signal Yes 0 of 1  1 4 18 Glassell Street Wilson Avenue / Adams
Avenue
California Inspire Academy Signal No  0 of 1 0 4
20 Handy Street Oakmont Avenue Handy Elementary All-Way Stop Yes 0 of 2 0 Filled 4 23 La Veta Avenue Prospect Street La Veta Elementary All-Way Stop No  1 of 2  1 4 24 La Veta Avenue Yorba Street La Veta Elementary Signal Yes 0 of 1 0 4 25 Lewis Street Lampson Avenue Lampson Elementary Signal Yes  1 of 1  1 4 26 Linda Vista Street Elsinore Avenue Linda Vista Elementary All-Way Stop Yes 0 of 2 0 4 27 Palm Avenue Batavia Street Sycamore Elementary Signal No 0 of 1 0 Filled 4 28 Palm Avenue Main Street Sycamore Elementary Signal Yes 0 of 1 0 Filled 4 30 Palmyra Avenue Tustin Street Palmyra Elementary School Signal No  0 of 1 0 Filled Filled 4 33 Rancho Santiago Walnut Avenue Santiago Charter Middle School
All-Way Stop Yes 0 of 2  1 4
34 Santiago Boulevard Meats Avenue Serrano Elementary School Signal No 0 of 1  1 4 36 Santiago Boulevard Taft Avenue Serrano Elementary School Signal No  0 of 1  1 4 37 Serrano Avenue Kendra Loop Anaheim Hills Elementary Signal Yes  0 of 1  1 4 38 Shaffer Street Quincy Avenue California Inspire Academy Uncontrolled Yes 0 of 6 0 Filled 4 41 Tustin Street Briardale Avenue Taft Elementary School Signal No  1 of 1  1 Filled 4 42 Tustin Street Walnut Avenue Cambridge Elementary School Signal No  1 of 1  1 Filled 4 43 White Oak Ridge Trail Ends Lane Chapman Hills Elementary All-Way Stop Yes 0 of 2 0 4 Notes *Location meets at least 80% of the pedestrian counts per crosswalk and 80% of the vehicle volume count needed for Section III (A, B, or C). ** A.Intersections evaluated under the boulevard stop (All-Way Stop) for the City of Orange warrants that met the pedestrian count and the 500-vehicle volume count per hour, but the crossing is located on a two-lane street (Warrant Section III requires four (4) lanes minimum) City of Orange Adult Crossing Guard List of Proposed Location Warrants 
163

APPENDIX B

SCHOOL CROSSING GUARD WARRANTS
TIERS 1-4
164

SCHOOL CROSSING GUARD LOCATIONS
TIER 1
165
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

CRITERIA FOR THE PLACEMENT OF AN ADULT CROSSING GUARD
(K thru 6th Grade)
Location: Crossing_________________________at______________________________ School(s): _______________________________________________________________ Type of Control: _________________________________________________________ If uncontrolled closest controlled crossing: Distance (ft)________Type________________

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Section II
Pedestrian count must be at least 20 elementary school children crossing the street during the morning or 20 elementary school children crossing the street during the afternoon release time.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
166
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
167
California MUTCD 2014 - Section 7D.02 Date: 3/18/2025
School: Prospect Elementary School
Control Type: Signalized
Major Street: Prospect Street Critical Approach Speed: 35 mph Minor Street: Spring Street Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? YES
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Prospect Street and Spring Street
are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 40 School Pedestrians (S) from
7:30 AM to 8:30 AM
48 School Pedestrians (S) from
3:00 PM to 4:00 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
399 (South Leg) from 7:30 AM to
8:30 PM
Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 2 lanes in each direction and one left-turn lane on both sides; total of five lanes on Prospect Street • 4 total lanes on the westbound leg of Spring Street, 5 total lanes on the eastbound leg of Spring Street at the intersection • West leg of intersection on Spring Street leads into parking lot of Grijalva Park • Crosswalk on all four legs of intersection
• Parking prohibited in both directions of Prospect Street and east leg of Spring Street

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Prospect Street at Spring Street

05.1 04 Yes
No
Warrant must meet the requirements of at least one criteria to be satisfied 168
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 32
EAST & WEST: CONTROL: SIGNAL
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: 1 2 0 1 2 0 1 1 1 2 0.5 0.5 0 0 0 0
7:00 AM 1 39 26 5 152 0 0 1 2 49 2 6 283 0 0 0 0 0
7:15 AM 7 70 46 19 177 2 2 1 3 55 2 11 395 0 0 0 0 0
7:30 AM 3 93 53 26 235 3 0 2 5 72 4 16 512 0 0 0 0 0
7:45 AM 8 134 77 36 246 4 1 4 2 92 2 29 635 0 0 0 0 0
8:00 AM 11 82 139 47 183 5 1 8 10 130 5 47 668 0 0 0 0 0 8:15 AM 6 96 105 47 207 3 0 6 8 166 6 59 709 0 0 0 0 0
VOLUMES 36 514 446 180 1,200 17 4 22 30 564 21 168 3,202 0 0 0 0 0 APPROACH % 4% 52% 45% 13% 86% 1% 7% 39% 54% 75% 3% 22%
APP/DEPART 996 / 686 1,397 / 1,794 56 / 648 753 / 74 0

BEGIN PEAK HR
VOLUMES 28 405 374 156 871 15 2 20 25 460 17 151 2,524 0 0 0 0 APPROACH % 3% 50% 46% 15% 84% 1% 4% 43% 53% 73% 3% 24%
PEAK HR FACTOR 0.870 0.911 0.618 0.680 0.890
APP/DEPART 807 / 558 1,042 / 1,356 47 / 550 628 / 60 0
01:30 PM 2 86 50 15 106 4 0 1 3 66 1 21 355 0 0 0 0 0
1:45 PM 2 94 47 7 131 1 0 8 11 75 2 27 405 0 0 0 0 0
2:00 PM 8 87 63 19 124 2 0 0 9 58 0 17 387 0 0 0 0 0
2:15 PM 3 130 72 5 119 1 1 0 4 63 0 20 418 0 0 0 0 0
2:30 PM 5 116 52 8 133 2 0 1 1 87 4 26 435 0 0 0 0 0
2:45 PM 7 154 48 17 148 4 2 2 3 69 4 28 486 0 0 0 0 0
3:00 PM 1 182 64 22 122 2 1 5 4 81 6 44 534 0 0 0 0 0
3:15 PM 8 149 77 24 144 4 4 4 5 68 2 30 519 0 0 0 0 0
3:30 PM 4 169 73 27 149 3 2 1 4 162 6 47 647 0 0 0 0 0
3:45 PM 11 193 70 22 144 3 0 3 6 61 4 33 550 0 0 0 0 0
VOLUMES 51 1,360 616 166 1,320 26 10 25 50 790 29 293 4,736 0 0 0 0 0 APPROACH % 3% 67% 30% 11% 87% 2% 12% 29% 59% 71% 3% 26% APP/DEPART 2,027 / 1,663 1,512 / 2,160 85 / 807 1,112 / 106 0

BEGIN PEAK HR
VOLUMES 24 693 284 95 559 12 7 13 19 372 18 154 2,250 0 0 0 0 APPROACH % 2% 69% 28% 14% 84% 2% 18% 33% 49% 68% 3% 28% PEAK HR FACTOR 0.913 0.930 0.750 0.633 0.869
APP/DEPART 1,001 / 854 666 / 950 39 / 392 544 / 54 0
Prospect St

NORTH LEG
E Spring St WEST LEG EAST LEG E Spring St

SOUTH LEG
Prospect St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 1 2 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0
7:15 AM 2 3 1 3 9 2 2 1 2 7 0 1 0 1 2 0 0 0 0 0
7:30 AM 1 8 0 3 12 0 3 0 0 3 1 2 0 1 4 0 3 0 2 5
7:45 AM 4 14 1 6 25 2 1 0 0 3 0 1 0 2 3 2 12 1 4 19
8:00 AM 5 31 0 2 38 4 14 0 2 20 1 5 0 0 6 0 12 0 0 12
8:15 AM 3 20 1 2 26 2 6 1 2 11 1 1 0 0 2 0 13 0 0 13
TOTAL 16 76 3 17 112 11 26 2 7 46 3 10 0 4 17 2 40 1 6 49 1:30 PM 0 2 1 4 7 0 1 1 2 4 0 1 0 0 1 0 0 0 2 2
1:45 PM 1 12 1 7 21 0 5 1 3 9 1 1 0 0 2 0 6 0 4 10
2:00 PM 4 5 0 6 15 3 5 0 6 14 1 0 0 0 1 0 0 0 0 0
2:15 PM 2 9 1 0 12 1 7 1 0 9 1 1 0 0 2 0 1 0 0 1
2:30 PM 2 23 2 1 28 2 7 1 0 10 0 0 1 1 2 0 16 0 0 16
2:45 PM 5 7 0 3 15 3 3 0 3 9 0 0 0 0 0 2 4 0 0 6
3:00 PM 2 5 0 4 11 2 1 0 2 5 0 0 0 2 2 0 4 0 0 4
3:15 PM 4 4 1 3 12 3 3 1 1 8 1 0 0 1 2 0 1 0 1 2
3:30 PM 5 32 1 8 46 2 1 0 0 3 3 4 1 1 9 0 27 0 7 34
3:45 PM 0 22 1 9 32 0 3 1 4 8 0 3 0 0 3 0 16 0 5 21
TOTAL 25 121 8 45 199 16 36 6 21 79 7 10 2 5 24 2 75 0 19 96

U-TURNS
Prospect St Prospect St E Spring St E Spring St

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Prospect St
E Spring St

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 169

SCHOOL CROSSING GUARD LOCATIONS
TIER 2
170
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
171
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
172
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: West Orange Elementary School
Control Type: Uncontrolled
Major Street: Almond Avenue Critical Approach Speed: 25 mph Minor Street: Pepper Street Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Almond Avenue and Pepper
Street are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 36 School Pedestrians (W) from
7:00-8:00 AM;
5 School Pedestrians (W) from
2:15-3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing is 625
feet away
Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 41 school pedestrians daily;
267 VPH AM and 246 VPH PM
(West Leg)
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 legged intersection; south leg is the entrance into the school parking lot • Stop-sign on north leg (minor road) of intersection
• Nearest signal is 625 feet away
• On-street parking allowed on both sides of the street on Pepper Street • On-street parking allowed in the westbound direction on Almond Avenue • One unstriped lane in each direction on Pepper Street • One striped lane in each direction on Almond Avenue
• Crosswalk only on the western leg of the intersection

05.2 No

05.3 No
No
03 Undivided and 2 total lanes;
414 VPH (Intersection TMC) from
7:15 AM to 8:15 AM
350 VPH (West Leg) from 7:15
AM to 8:15 AM;
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 173
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP S
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: X X X 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 0 0 1 0 3 1 15 0 4 6 1 31 0 0 2 0 2
7:15 AM 0 0 0 0 0 6 0 23 0 3 24 0 56 0 0 1 0 1
7:30 AM 0 0 0 2 4 5 1 28 5 4 27 3 79 0 1 0 0 1
7:45 AM 0 0 0 1 5 8 3 51 26 30 57 8 189 0 0 0 0 0
8:00 AM 0 0 0 1 0 2 2 41 5 1 36 2 90 0 0 0 1 1
8:15 AM 0 0 0 3 0 6 0 13 0 0 30 1 53 0 0 0 0 0
VOLUMES 0 0 0 8 9 30 7 171 36 42 180 15 503 0 1 3 1 5
APPROACH % 0% 0% 0% 17% 19% 63% 3% 79% 17% 18% 76% 6%
APP/DEPART 0 / 23 48 / 87 217 / 180 238 / 213 0

BEGIN PEAK HR
VOLUMES 0 0 0 4 9 21 6 143 36 38 144 13 417 0 1 1 1
APPROACH % 0% 0% 0% 11% 26% 60% 3% 77% 19% 19% 73% 7%
PEAK HR FACTOR 0.000 0.625 0.581 0.516 0.552
APP/DEPART 0 / 20 35 / 83 186 / 148 196 / 166 0
01:15 PM 0 0 0 2 1 3 2 27 0 1 28 0 64 0 0 0 0 0
1:30 PM 0 0 0 2 0 2 1 55 0 0 31 0 91 0 0 0 1 1
1:45 PM 0 0 0 0 0 4 3 27 0 1 29 3 67 0 0 0 1 1
2:00 PM 0 0 0 1 0 0 2 27 3 2 32 1 68 0 0 0 0 0
2:15 PM 0 0 0 2 1 4 0 29 5 7 35 1 84 0 0 0 0 0
2:30 PM 0 0 0 2 0 8 2 30 3 1 24 2 72 0 0 0 0 0
2:45 PM 0 0 0 1 0 5 2 32 0 0 30 2 72 0 0 1 0 1
3:00 PM 0 0 0 1 0 4 0 30 0 0 24 2 61 0 0 1 0 1
3:15 PM 0 0 0 2 0 4 2 27 0 0 39 0 74 0 0 0 0 0
3:30 PM 0 0 0 2 0 7 2 31 0 0 44 0 86 0 1 0 0 1
VOLUMES 0 0 0 15 2 41 16 315 11 12 316 11 744 0 1 2 2 5 APPROACH % 0% 0% 0% 25% 3% 69% 5% 92% 3% 4% 93% 3%
APP/DEPART 0 / 28 59 / 25 344 / 332 341 / 359 0

BEGIN PEAK HR
VOLUMES 0 0 0 5 1 10 6 138 8 10 127 5 312 0 0 0 2
APPROACH % 0% 0% 0% 31% 6% 63% 4% 91% 5% 7% 88% 3%
PEAK HR FACTOR 0.000 0.571 0.679 0.837 0.848
APP/DEPART 0 / 11 16 / 19 152 / 145 144 / 137 0
S Pepper St

NORTH LEG
W Almond Ave WEST LEG EAST LEG W Almond Ave

SOUTH LEG
School Dwy

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 3 3 0 0 6 2 3 0 0 5 1 0 0 0 1 0 0 0 0 0
7:15 AM 1 1 0 1 3 0 1 0 0 1 1 0 0 0 1 0 0 0 1 1
7:30 AM 4 2 0 6 12 1 0 0 2 3 1 1 0 0 2 2 1 0 4 7
7:45 AM 24 18 0 51 93 13 11 0 20 44 0 0 0 0 0 11 7 0 31 49 8:00 AM 4 4 1 3 12 3 4 1 3 11 1 0 0 0 1 0 0 0 0 0
8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0
TOTAL 36 29 1 61 127 19 20 1 25 65 4 1 0 0 5 13 8 0 36 57 1:15 PM 0 5 0 1 6 0 4 0 1 5 0 1 0 0 1 0 0 0 0 0
1:30 PM 0 6 0 0 6 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0
1:45 PM 4 3 0 2 9 2 2 0 2 6 2 0 0 0 2 0 1 0 0 1
2:00 PM 1 8 0 5 14 1 8 0 5 14 0 0 0 0 0 0 0 0 0 0
2:15 PM 6 10 0 13 29 6 6 0 7 19 0 0 0 1 1 0 4 0 5 9
2:30 PM 0 3 0 0 3 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0
2:45 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
3:00 PM 1 3 0 0 4 0 1 0 0 1 1 1 0 0 2 0 1 0 0 1
3:15 PM 1 2 1 0 4 0 2 1 0 3 1 0 0 0 1 0 0 0 0 0
3:30 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0
TOTAL 16 40 1 21 78 11 30 1 15 57 4 4 0 1 9 1 6 0 5 12

U-TURNS
School Dwy S Pepper St W Almond Ave W Almond Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S Pepper St
W Almond Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:15 AM
PM
1:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 174
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
175
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
176
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: California Inspire Academy
Control Type: Uncontrolled
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Adams Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Cambridge Street and Collins
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 17 School Pedestrians (S) from
7:15 AM to 8:15 AM
34 School Pedestrians (S) from
2:30 PM to 3:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing
~1,000' away
Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 618 VPH from 7:15 AM to 8:15
AM;
658 VPH from 2:30 PM to 3:30
PM
Yes
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
Yes
• 3 legged intersection (no east leg)
• 1,100 feet from nearest controlled (signalized) intersection • Crosswalk only on south leg of intersection
• One lane in each direction on Quincy Avenue; on-street parking permitted in both directions • One lane in each direction on Shaffer Street; on-street parking permitted in both directions

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 177
T020624
DATE: LOCATION: PROJECT #: SC5170
Tue, Feb 4, 25 NORTH & SOUTH: LOCATION #: 1
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: 0 1 X X 1 0 0 X 0 X X X 0 0 0 0
7:00 AM 0 13 0 0 29 1 3 0 1 0 0 0 47 0 0 0 0 0
7:15 AM 0 26 0 0 62 0 3 0 0 0 0 0 91 0 0 0 0 0
7:30 AM 3 50 0 0 61 1 5 0 4 0 0 0 124 0 0 0 0 0
7:45 AM 12 92 0 0 73 4 9 0 5 0 0 0 195 0 0 0 0 0
8:00 AM 28 99 0 0 96 6 3 0 3 0 0 0 235 0 0 0 0 0
8:15 AM 3 47 0 0 79 3 0 0 2 0 0 0 134 0 0 0 0 0
VOLUMES 46 327 0 0 400 15 23 0 15 0 0 0 826 0 0 0 0 0
APPROACH % 12% 88% 0% 0% 96% 4% 61% 0% 39% 0% 0% 0%
APP/DEPART 373 / 350 415 / 415 38 / 0 0 / 61 0

BEGIN PEAK HR
VOLUMES 46 288 0 0 309 14 17 0 14 0 0 0 688 0 0 0 0
APPROACH % 14% 86% 0% 0% 96% 4% 55% 0% 45% 0% 0% 0%
PEAK HR FACTOR 0.657 0.792 0.554 0.000 0.732
APP/DEPART 334 / 305 323 / 323 31 / 0 0 / 60 0
01:30 PM 0 46 0 0 80 3 2 0 0 0 0 0 131 0 0 0 0 0
1:45 PM 0 52 0 0 66 6 3 0 0 0 0 0 127 0 0 0 0 0
2:00 PM 1 57 0 0 61 2 4 0 1 0 0 0 126 0 0 0 0 0
2:15 PM 2 80 0 0 68 8 3 0 1 0 0 0 162 0 0 0 0 0
2:30 PM 22 74 0 0 76 9 3 0 6 0 0 0 190 0 0 0 0 0
2:45 PM 8 100 0 0 79 3 1 0 1 0 0 0 192 0 0 0 0 0
3:00 PM 0 69 0 0 62 4 1 0 1 0 0 0 137 0 0 0 0 0
3:15 PM 0 80 0 0 79 2 3 0 1 0 0 0 165 0 0 0 0 0
3:30 PM 0 101 0 0 53 4 5 0 1 0 0 0 164 0 0 0 0 0
3:45 PM 3 100 0 0 77 1 0 0 0 0 0 0 181 0 0 0 0 0
VOLUMES 36 759 0 0 701 42 25 0 12 0 0 0 1,575 0 0 0 0 0 APPROACH % 5% 95% 0% 0% 94% 6% 68% 0% 32% 0% 0% 0%
APP/DEPART 795 / 784 743 / 713 37 / 0 0 / 78 0

BEGIN PEAK HR
VOLUMES 30 323 0 0 296 18 8 0 9 0 0 0 684 0 0 0 0
APPROACH % 8% 92% 0% 0% 94% 6% 47% 0% 53% 0% 0% 0%
PEAK HR FACTOR 0.817 0.924 0.472 0.000 0.891
APP/DEPART 353 / 331 314 / 305 17 / 0 0 / 48 0
N Cambridge St

NORTH LEG
E Adams Ave WEST LEG EAST LEG E Adams Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 0 1 2 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 3 0 1 4 0 2 0 1 3 0 0 0 0 0 0 1 0 0 1
7:30 AM 0 5 0 0 5 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3
7:45 AM 0 23 2 10 35 0 12 0 5 17 0 3 2 1 6 0 8 0 4 12
8:00 AM 0 9 0 0 9 0 2 0 0 2 0 2 0 0 2 0 5 0 0 5
8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0
TOTAL 0 42 2 12 56 0 20 0 7 27 0 5 2 1 8 0 17 0 4 21
1:30 PM 0 5 0 1 6 0 4 0 1 5 0 1 0 0 1 0 0 0 0 0
1:45 PM 0 4 0 0 4 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0
2:00 PM 0 3 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0
2:15 PM 1 17 1 3 22 1 8 0 2 11 0 0 1 0 1 0 9 0 1 10
2:30 PM 0 29 3 4 36 0 7 0 1 8 0 0 3 1 4 0 22 0 2 24
2:45 PM 0 12 0 10 22 0 0 0 0 0 0 0 0 0 0 0 12 0 10 22
3:00 PM 0 0 1 4 5 0 0 0 2 2 0 0 1 1 2 0 0 0 1 1
3:15 PM 0 0 2 18 20 0 0 0 0 0 0 0 2 3 5 0 0 0 15 15
3:30 PM 2 4 1 17 24 1 1 0 2 4 1 3 1 0 5 0 0 0 15 15
3:45 PM 2 1 0 2 5 2 0 0 0 2 0 0 0 1 1 0 1 0 1 2
TOTAL 5 75 8 59 147 4 27 0 8 39 1 4 8 6 19 0 44 0 45 89

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED AM PM AM
7:30 AM PM
2:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Cambridge St
E Adams Ave

U-TURNS
N Cambridge St N Cambridge St E Adams Ave E Adams Ave
178
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
179
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
180
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Taft Elementary School
Control Type: Uncontrolled
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Glendale Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Cambridge Street and Glendale
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 14 School Pedestrians (N) from
7:30 AM - 8:30 AM
23 School Pedestrians (N) from
2:00 PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Approximately 1,100 feet from
nearest signal
Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 41 School Pedestrians daily;
615 VPH AM and
550 VPH PM (North leg)
Yes
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 3 legged intersection (no east leg); entrances to school parking lot to the north and south of the intersection • One slightly slanted crosswalk on the north leg of the intersection • Crosswalk on north and west leg of intersection
• Stop-control on west leg of intersection
• On-street parking permitted in both directions of Cambridge Street; red curb preventing parking on southbound approach on north leg of intersection on Cambridge Street
• On-street parking permitted in both directions on Glendale Avenue

05.2 No

05.3 No
No
03 Undivided and 4 total lanes on
Cambridge Street;
693 VPH (Intersection TMC)
from 3:30 PM to 4:30 PM;
685 VPH (South Leg - Cambridge
Street) from 3:30 PM to 4:30 PM
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cambridge Street at Glendale Avenue

05.1 04 No
Yes
181
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 7
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: 0 2 X X 2 0 0 X 0 0 X X 0 0 0 0
7:00 AM 0 15 0 0 27 0 0 0 1 0 0 0 43 0 0 0 0 0
7:15 AM 1 19 0 0 45 0 1 0 0 0 0 0 66 0 0 0 0 0
7:30 AM 0 30 0 0 80 0 0 0 2 3 0 0 115 0 1 0 0 1
7:45 AM 1 51 0 0 82 1 1 0 0 6 0 0 142 0 1 0 0 1
8:00 AM 3 76 0 0 104 5 2 0 5 10 0 0 205 0 0 0 0 0
8:15 AM 3 56 0 0 58 0 1 0 3 5 0 0 126 0 0 0 0 0
VOLUMES 8 247 0 0 396 6 5 0 11 24 0 0 699 0 2 0 0 2
APPROACH % 3% 97% 0% 0% 98% 1% 31% 0% 69% 100% 0% 0%
APP/DEPART 255 / 254 404 / 431 16 / 0 24 / 14 0

BEGIN PEAK HR
VOLUMES 7 213 0 0 324 6 4 0 10 24 0 0 590 0 2 0 0
APPROACH % 3% 97% 0% 0% 98% 2% 29% 0% 71% 100% 0% 0%
PEAK HR FACTOR 0.696 0.761 0.500 0.600 0.720
APP/DEPART 220 / 219 332 / 358 14 / 0 24 / 13 0
02:00 PM 1 68 0 0 62 1 0 0 5 1 0 0 138 0 0 0 0 0
2:15 PM 4 74 0 0 54 3 2 0 4 1 0 0 142 0 0 0 0 0
2:30 PM 2 92 0 0 63 4 2 0 4 8 0 0 175 0 0 0 0 0
2:45 PM 0 77 0 0 51 1 0 0 0 0 0 0 129 1 0 0 0 1
3:00 PM 0 82 0 0 70 0 1 0 2 5 0 0 160 0 0 0 0 0
3:15 PM 1 85 0 0 53 2 2 0 3 2 0 0 148 0 0 0 0 0
3:30 PM 1 68 0 0 49 1 0 0 1 3 0 0 123 0 0 0 0 0
3:45 PM 3 119 0 0 50 2 0 0 1 1 0 0 176 0 0 0 0 0
4:00 PM 0 122 0 0 74 1 2 0 1 2 0 0 202 0 0 0 0 0
4:15 PM 2 128 0 0 59 2 0 0 0 1 0 0 192 0 0 0 0 0
VOLUMES 14 915 0 0 585 17 9 0 21 24 0 0 1,586 1 0 0 0 1 APPROACH % 2% 98% 0% 0% 97% 3% 30% 0% 70% 100% 0% 0%
APP/DEPART 930 / 924 602 / 631 30 / 0 24 / 31 0

BEGIN PEAK HR
VOLUMES 6 437 0 0 232 6 2 0 3 7 0 0 693 0 0 0 0
APPROACH % 1% 99% 0% 0% 97% 3% 40% 0% 60% 100% 0% 0%
PEAK HR FACTOR 0.852 0.793 0.417 0.583 0.858
APP/DEPART 443 / 439 238 / 242 5 / 0 7 / 12 0
N Cambridge St

NORTH LEG
E Glendale Ave WEST LEG EAST LEG School Dwy

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 3 3 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0
7:30 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
7:45 AM 2 0 3 1 6 0 0 1 0 1 0 0 2 1 3 2 0 0 0 2
8:00 AM 33 0 10 2 45 20 0 4 1 25 2 0 5 1 8 11 0 1 0 12
8:15 AM 7 0 2 2 11 6 0 2 1 9 0 0 0 1 1 1 0 0 0 1
TOTAL 42 0 16 10 68 26 0 8 5 39 2 0 7 5 14 14 0 1 0 15
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 16 0 2 1 19 15 0 2 1 18 0 0 0 0 0 1 0 0 0 1
2:30 PM 36 0 13 0 49 14 0 3 0 17 0 0 3 0 3 22 0 7 0 29
2:45 PM 2 0 2 2 6 2 0 2 2 6 0 0 0 0 0 0 0 0 0 0
3:00 PM 3 0 4 2 9 3 0 4 0 7 0 0 0 2 2 0 0 0 0 0
3:15 PM 1 0 0 1 2 0 0 0 1 1 0 0 0 0 0 1 0 0 0 1
3:30 PM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
4:00 PM 2 0 1 2 5 2 0 0 1 3 0 0 1 1 2 0 0 0 0 0
4:15 PM 3 0 3 0 6 0 0 3 0 3 0 0 0 0 0 3 0 0 0 3
TOTAL 63 0 26 10 99 36 0 14 7 57 0 0 5 3 8 27 0 7 0 34

U-TURNS
N Cambridge St N Cambridge St E Glendale Ave School Dwy

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Cambridge St
E Glendale Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 182
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
183

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 184 California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Linda Vista Elementary
Control Type: Stop-Controlled
Major Street: Cannon Street Critical Approach Speed: 40 mph Minor Street: San Juan Drive Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Cannon Street and San Juan
Drive are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 22 School Pedestrians (N) from
7:30 AM - 8:30 AM
21 School Pedestrians (N) from
1:45 PM - 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Slightly offset intersection with west-leg leading into driveway into school • 2 lanes in each direction on Cannon Street with left-turn lane on both north and south legs • 1 unstriped lane in each direction on San Juan Drive
• Crosswalks only on north leg and east leg of intersection • On-street parking permitted in both directions on San Juan Drive • On-street parking prohibited in both directions on Cannon Street

05.2 No

05.3 No
Yes
03 808 VPH (North Leg) from 7:30
AM to 8:30 AM
Yes
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cannon Street at San Juan Drive

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 185
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 12
EAST & WEST: CONTROL: STOP ALL
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: 1 2 0 1 2 0 X X X 0 1 0 0 0 0 0
7:00 AM 1 40 0 5 80 5 0 0 0 0 3 5 139 0 0 0 0 0
7:15 AM 2 41 0 2 83 11 0 0 0 2 0 3 144 0 0 0 0 0
7:30 AM 2 54 1 2 107 31 0 0 0 3 3 11 214 0 0 0 0 0
7:45 AM 23 80 5 3 92 56 0 0 0 1 4 10 274 0 0 0 0 0
8:00 AM 18 86 1 5 74 26 0 0 0 3 1 5 219 0 0 0 0 0
8:15 AM 3 60 6 8 92 3 0 0 0 1 1 3 177 0 0 0 0 0
VOLUMES 49 361 13 25 528 132 0 0 0 10 12 37 1,167 0 0 0 0 0 APPROACH % 12% 85% 3% 4% 77% 19% 0% 0% 0% 17% 20% 63%
APP/DEPART 423 / 398 685 / 538 0 / 38 59 / 193 0

BEGIN PEAK HR
VOLUMES 46 280 13 18 365 116 0 0 0 8 9 29 884 0 0 0 0
APPROACH % 14% 83% 4% 4% 73% 23% 0% 0% 0% 17% 20% 63%
PEAK HR FACTOR 0.785 0.826 0.000 0.676 0.807
APP/DEPART 339 / 309 499 / 373 0 / 31 46 / 171 0
01:30 PM 2 40 0 5 29 5 0 0 0 1 1 8 91 0 0 0 0 0
1:45 PM 3 35 2 6 34 19 0 0 0 1 0 6 106 0 0 0 0 0
2:00 PM 10 66 3 5 39 16 0 0 0 2 0 6 147 0 0 0 0 0
2:15 PM 7 39 6 8 44 14 0 0 0 4 1 3 126 0 0 0 0 0
2:30 PM 1 72 4 1 32 16 0 0 0 6 0 14 146 0 0 0 0 0
2:45 PM 1 71 0 3 32 4 0 0 0 1 0 7 119 0 1 0 0 1
3:00 PM 1 71 3 2 46 2 0 0 0 1 0 7 133 0 0 0 0 0
3:15 PM 0 81 3 4 54 4 0 0 0 2 0 4 152 0 0 0 0 0
3:30 PM 3 114 4 6 65 1 0 0 0 2 1 7 203 0 0 0 0 0
3:45 PM 0 124 4 3 65 6 0 0 0 6 0 6 214 0 0 0 0 0
VOLUMES 28 713 29 43 440 87 0 0 0 26 3 68 1,438 0 1 0 0 1 APPROACH % 4% 93% 4% 8% 77% 15% 0% 0% 0% 27% 3% 70%
APP/DEPART 770 / 782 571 / 466 0 / 72 97 / 118 0

BEGIN PEAK HR
VOLUMES 4 390 14 15 230 13 0 0 0 11 1 24 702 0 0 0 0
APPROACH % 1% 96% 3% 6% 89% 5% 0% 0% 0% 31% 3% 67%
PEAK HR FACTOR 0.797 0.872 0.000 0.750 0.820
APP/DEPART 408 / 414 258 / 241 0 / 29 36 / 18 0
N Cannon St

NORTH LEG
E San Juan Dr WEST LEG EAST LEG E San Juan Dr

SOUTH LEG
N Cannon St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 2 3 1 0 0 0 1 0 0 0 0 0 0 0 0 2 2
7:15 AM 1 0 2 0 3 1 0 1 0 2 0 0 1 0 1 0 0 0 0 0
7:30 AM 5 0 0 0 5 2 0 0 0 2 0 0 0 0 0 3 0 0 0 3
7:45 AM 18 0 3 0 21 7 0 1 0 8 0 0 0 0 0 11 0 2 0 13
8:00 AM 16 0 6 0 22 11 0 5 0 16 0 0 0 0 0 5 0 1 0 6
8:15 AM 9 0 0 0 9 6 0 0 0 6 0 0 0 0 0 3 0 0 0 3
TOTAL 50 0 11 2 63 28 0 7 0 35 0 0 1 0 1 22 0 3 2 27
1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 PM 5 0 0 0 5 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0
2:00 PM 1 0 1 0 2 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0
2:15 PM 25 0 5 1 31 15 0 4 1 20 0 0 0 0 0 10 0 1 0 11
2:30 PM 20 0 4 0 24 9 0 2 0 11 0 0 0 0 0 11 0 2 0 13
2:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 3 1 4 0 0 3 0 3 0 0 0 1 1 0 0 0 0 0
3:30 PM 0 0 1 1 2 0 0 1 0 1 0 0 0 0 0 0 0 0 1 1
3:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
TOTAL 51 0 16 4 71 30 0 10 1 41 0 0 3 2 5 21 0 3 1 25

U-TURNS
N Cannon St N Cannon St E San Juan Dr E San Juan Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Cannon St
E San Juan Dr

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 186
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
187
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
188
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Fletcher Gate Academy
Control Type: Uncontrolled
Major Street: Fletcher Avenue Critical Approach Speed: 25 mph Minor Street: American Way Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Fletcher Avenue and American
Way are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 6 School Pedestrians from 7:30
AM - 8:30 AM
21 School Pedestrians from 2:00
PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest alternate controlled
crossing is 1,000 feet away
Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 32 School Pedestrians Daily No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two-Way Left-Turn Lane on Fletcher Avenue in addition to one lane in each direction; on-street parking permitted in both directions • Red curb striping prevent parking near the school parking lot driveways • Undivided and unstriped roadway with one lane in each direction on American Way; on-street parking permitted in both directions • Three legged intersection (no north leg) with offset northbound entrance to school parking lot • Crosswalk on west and south leg of intersection

05.2 No

05.3 No
No
03 Undivided and 1 lane in each
direction;
415 VPH (Intersection TMC)
from 7:30 AM to 8:30 AM
388 VPH (East Leg) from 7:30 AM
to 8:30 AM
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Fletcher Avenue at American Way

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 189
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 15
EAST & WEST: CONTROL: STOP N
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: 0 X 0 X X X X 1 0 1 1 X 0 0 0 0
7:00 AM 2 0 5 0 0 0 0 23 5 5 18 0 58 0 0 0 0 0
7:15 AM 5 0 5 0 0 0 0 26 4 6 21 0 67 0 0 0 0 0
7:30 AM 1 0 1 0 0 0 0 32 3 2 28 0 67 0 0 0 0 0
7:45 AM 3 0 3 0 0 0 0 33 8 7 50 0 104 0 0 0 1 1
8:00 AM 3 0 7 0 0 0 0 49 7 13 88 0 167 0 0 0 0 0
8:15 AM 0 0 2 0 0 0 0 28 2 8 37 0 77 0 0 0 0 0
VOLUMES 14 0 23 0 0 0 0 191 29 41 242 0 541 0 0 0 1 1
APPROACH % 38% 0% 62% 0% 0% 0% 0% 87% 13% 14% 85% 0%
APP/DEPART 37 / 0 0 / 70 220 / 215 284 / 256 0

BEGIN PEAK HR
VOLUMES 7 0 13 0 0 0 0 142 20 30 203 0 416 0 0 0 1
APPROACH % 35% 0% 65% 0% 0% 0% 0% 88% 12% 13% 87% 0%
PEAK HR FACTOR 0.500 0.000 0.723 0.579 0.623
APP/DEPART 20 / 0 0 / 50 162 / 156 234 / 210 0
01:45 PM 2 0 10 0 0 0 0 18 7 2 23 0 62 0 0 1 0 1
2:00 PM 0 0 8 0 0 0 0 25 5 2 24 0 64 0 0 0 1 1
2:15 PM 4 0 4 0 0 0 0 23 6 2 27 0 66 0 0 0 0 0
2:30 PM 19 0 13 0 0 0 0 43 4 1 46 0 126 0 0 0 0 0
2:45 PM 7 0 8 0 0 0 0 33 8 3 50 0 109 0 0 0 0 0
3:00 PM 16 0 7 0 0 0 0 19 3 6 27 0 78 0 0 0 0 0
3:15 PM 11 0 2 0 0 0 0 22 5 3 31 0 74 0 0 0 0 0
3:30 PM 14 0 7 0 0 0 0 32 2 7 44 0 106 0 0 0 0 0
3:45 PM 6 0 4 0 0 0 0 34 2 1 31 0 78 0 0 0 0 0
4:00 PM 14 0 6 0 0 0 0 26 3 0 45 0 94 0 0 0 0 0
VOLUMES 93 0 69 0 0 0 0 275 45 27 348 0 859 0 0 1 1 2
APPROACH % 57% 0% 43% 0% 0% 0% 0% 86% 14% 7% 93% 0%
APP/DEPART 162 / 0 0 / 72 321 / 345 376 / 442 0

BEGIN PEAK HR
VOLUMES 53 0 30 0 0 0 0 117 20 13 154 0 387 0 0 0 0
APPROACH % 64% 0% 36% 0% 0% 0% 0% 85% 15% 8% 92% 0%
PEAK HR FACTOR 0.648 0.000 0.729 0.788 0.768
APP/DEPART 83 / 0 0 / 33 137 / 147 167 / 207 0
N American Way

NORTH LEG
W Fletcher Ave WEST LEG EAST LEG W Fletcher Ave

SOUTH LEG
N American Way

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 3 0 0 3 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 1 0 3 4 0 0 0 2 2 0 1 0 0 1 0 0 0 1 1
8:00 AM 0 0 0 11 11 0 0 0 7 7 0 0 0 0 0 0 0 0 4 4
8:15 AM 0 1 0 4 5 0 0 0 3 3 0 0 0 0 0 0 1 0 1 2
TOTAL 0 5 0 18 23 0 1 0 12 13 0 3 0 0 3 0 1 0 6 7
1:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0
2:00 PM 2 2 0 0 4 0 2 0 0 2 2 0 0 0 2 0 0 0 0 0
2:15 PM 0 5 0 31 36 0 2 0 20 22 0 0 0 0 0 0 3 0 11 14
2:30 PM 1 4 0 18 23 0 2 0 10 12 1 1 0 0 2 0 1 0 8 9
2:45 PM 1 0 0 3 4 0 0 0 1 1 1 0 0 0 1 0 0 0 2 2
3:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0
3:45 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
4:00 PM 1 3 0 1 5 0 2 0 0 2 1 1 0 1 3 0 0 0 0 0
TOTAL 5 20 0 53 78 0 9 0 31 40 5 7 0 1 13 0 4 0 21 25

U-TURNS
N American Way N American Way W Fletcher Ave W Fletcher Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N American Way
W Fletcher Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 190
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
191

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 192 California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Handy Elementary
Control Type: Stop-Controlled
Major Street: Handy Street Critical Approach Speed: 25 mph Minor Street: Collins Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Handy Street and Collins Avenue
are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 37 School Pedestrians from 7:30
AM - 8:30 AM
38 School Pedestrians from 2:00
PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 2 lanes in each direction on Collins Avenue, with stop sign on cement footing as a center median • On-street parking permitted in westbound direction on Collins Avenue; on-street parking prohibited in eastbound direction • 1 lane in each direction on Handy Street
• On-street parking prohibited on Handy Street from 7 AM to 9AM and 2PM to 4 PM every day in both directions • Crosswalks on all four legs of the intersection

05.2 No

05.3 No
Yes
03 1,251 VPH AM and 1,137 VPH
PM (West Leg)
Yes
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 193
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 19
EAST & WEST: CONTROL: SIGNAL
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: 0 1 0 0 1 0 0 2 0 0 2 0 0 0 0 0
7:00 AM 2 10 7 3 5 11 1 72 6 5 64 5 191 0 0 0 0 0
7:15 AM 5 12 12 2 12 9 4 89 13 9 83 4 254 0 0 0 0 0
7:30 AM 12 12 26 9 18 9 3 152 11 8 103 6 369 0 0 0 0 0
7:45 AM 16 6 26 8 12 16 4 144 33 19 125 5 414 0 0 0 0 0 8:00 AM 29 19 11 8 29 13 3 94 37 20 133 6 402 0 0 0 0 0 8:15 AM 22 10 19 5 12 17 3 102 7 10 142 4 353 0 0 0 0 0 VOLUMES 86 69 101 35 88 75 18 653 107 71 650 30 1,983 0 0 0 0 0 APPROACH % 34% 27% 39% 18% 44% 38% 2% 84% 14% 9% 87% 4% APP/DEPART 256 / 117 198 / 266 778 / 789 751 / 811 0

BEGIN PEAK HR
VOLUMES 79 47 82 30 71 55 13 492 88 57 503 21 1,538 0 0 0 0 APPROACH % 38% 23% 39% 19% 46% 35% 2% 83% 15% 10% 87% 4% PEAK HR FACTOR 0.881 0.780 0.819 0.914 0.929
APP/DEPART 208 / 81 156 / 216 593 / 604 581 / 637 0
01:45 PM 4 11 14 8 13 8 8 105 13 8 97 3 292 0 0 0 0 0
2:00 PM 5 10 8 4 9 10 3 102 16 12 89 4 272 0 0 0 0 0
2:15 PM 15 5 7 6 13 9 7 119 32 20 109 4 346 0 0 0 0 0
2:30 PM 22 18 11 6 5 14 11 94 12 11 122 3 329 0 0 0 0 0 2:45 PM 17 7 15 2 4 6 11 138 13 6 161 4 384 0 0 0 0 0
3:00 PM 12 6 8 4 7 12 10 138 13 10 135 2 357 0 0 0 0 0
3:15 PM 6 6 17 0 6 11 12 141 10 14 137 8 368 0 0 0 0 0
3:30 PM 13 7 17 5 12 9 8 156 8 18 180 5 438 0 0 0 0 0
3:45 PM 6 16 14 5 11 12 3 146 21 13 174 5 426 0 0 0 0 0 4:00 PM 13 6 14 3 6 8 14 144 28 14 155 7 412 0 0 0 0 0
VOLUMES 113 92 125 43 86 99 87 1,283 166 126 1,359 45 3,624 0 0 0 0 0 APPROACH % 34% 28% 38% 19% 38% 43% 6% 84% 11% 8% 89% 3% APP/DEPART 330 / 224 228 / 378 1,536 / 1,451 1,530 / 1,571 0

BEGIN PEAK HR
VOLUMES 38 35 62 13 35 40 37 587 67 59 646 25 1,644 0 0 0 0 APPROACH % 28% 26% 46% 15% 40% 45% 5% 85% 10% 8% 88% 3% PEAK HR FACTOR 0.912 0.786 0.929 0.899 0.938
APP/DEPART 135 / 97 88 / 161 691 / 662 730 / 724 0
N Handy St

NORTH LEG
E Collins Ave WEST LEG EAST LEG E Collins Ave

SOUTH LEG
N Handy St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 1 2 0 0 0 0 0 1 0 0 1 2 0 0 0 0 0
7:15 AM 3 3 4 6 16 0 0 1 0 1 3 3 3 6 15 0 0 0 0 0
7:30 AM 1 5 0 3 9 1 1 0 2 4 0 0 0 0 0 0 4 0 1 5
7:45 AM 1 11 1 16 29 1 2 0 3 6 0 0 1 0 1 0 9 0 13 22
8:00 AM 4 6 0 37 47 2 2 0 15 19 0 3 0 1 4 2 1 0 21 24
8:15 AM 3 1 0 4 8 3 1 0 2 6 0 0 0 0 0 0 0 0 2 2
TOTAL 13 26 5 67 111 7 6 1 22 36 4 6 4 8 22 2 14 0 37 53 1:45 PM 2 5 0 3 10 1 4 0 1 6 1 1 0 2 4 0 0 0 0 0
2:00 PM 0 1 0 1 2 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 7 0 6 13 0 6 0 6 12 0 0 0 0 0 0 1 0 0 1
2:30 PM 0 14 0 35 49 0 4 0 8 12 0 0 0 1 1 0 10 0 26 36
2:45 PM 0 3 0 15 18 0 3 0 3 6 0 0 0 0 0 0 0 0 12 12
3:00 PM 1 7 0 3 11 0 3 0 1 4 1 4 0 2 7 0 0 0 0 0
3:15 PM 1 3 2 1 7 1 2 2 0 5 0 1 0 1 2 0 0 0 0 0
3:30 PM 0 2 1 5 8 0 1 1 1 3 0 1 0 1 2 0 0 0 3 3
3:45 PM 2 3 0 6 11 1 0 0 3 4 1 3 0 0 4 0 0 0 3 3
4:00 PM 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1
TOTAL 6 48 3 75 132 3 26 3 24 56 3 10 0 7 20 0 12 0 44 56

U-TURNS
N Handy St N Handy St E Collins Ave E Collins Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Handy St
E Collins Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 194
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
195
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
196
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Jordan Elementary School
Control Type: Uncontrolled
Major Street: Hewes Street Critical Approach Speed: 35 mph Minor Street: Jordan Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Hewes Street and Jordan Avenue
are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 5 School Pedestrians from 7:30
AM - 8:30 AM
27 School Pedestrians from 3:15
PM - 4:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing is
~1900 feet away
Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 39 School Pedestrians Daily No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 legged intersection (no east leg)
• Two lanes in each direction on Hewes; Hewes has a slight curve • 1 lane in each direction on Jordan Ave
• Crosswalk only on north leg of intersection
• On-street parking permitted in both directions on Jordan Avenue • On-stret parking prohibited in both directions on Hewes Street

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 197
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 21
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: 1 2 X X 2 0 0 X 0 X X X 0 0 0 0
7:00 AM 2 35 0 0 87 9 3 0 4 0 0 0 140 0 0 0 0 0
7:15 AM 4 51 0 0 93 8 3 0 4 0 0 0 163 0 0 0 0 0
7:30 AM 8 65 0 0 115 15 5 0 6 0 0 0 214 0 0 0 0 0
7:45 AM 5 77 0 0 128 40 8 0 4 0 0 0 262 1 0 0 0 1
8:00 AM 10 64 0 0 156 95 14 0 10 0 0 0 349 0 0 0 0 0
8:15 AM 7 67 0 0 137 20 24 0 9 0 0 0 264 0 0 0 0 0
VOLUMES 36 359 0 0 716 187 57 0 37 0 0 0 1,393 1 0 0 0 1 APPROACH % 9% 91% 0% 0% 79% 21% 61% 0% 39% 0% 0% 0%
APP/DEPART 396 / 416 903 / 754 94 / 0 0 / 223 0

BEGIN PEAK HR
VOLUMES 30 273 0 0 536 170 51 0 29 0 0 0 1,090 1 0 0 0
APPROACH % 10% 90% 0% 0% 76% 24% 64% 0% 36% 0% 0% 0%
PEAK HR FACTOR 0.916 0.703 0.606 0.000 0.781
APP/DEPART 304 / 324 706 / 566 80 / 0 0 / 200 0
01:45 PM 6 51 0 0 66 13 5 0 5 0 0 0 146 0 0 0 0 0
2:00 PM 5 58 0 0 54 17 3 0 3 0 0 0 140 0 0 0 0 0
2:15 PM 7 74 0 0 49 17 7 0 3 0 0 0 157 0 0 0 0 0
2:30 PM 6 89 0 0 80 28 21 0 9 0 0 0 233 0 0 0 0 0
2:45 PM 3 70 0 0 83 21 33 0 9 0 0 0 219 0 0 0 0 0
3:00 PM 6 85 0 0 57 8 10 0 5 0 0 0 171 0 0 0 0 0
3:15 PM 10 99 0 0 91 5 4 0 4 0 0 0 213 0 0 0 0 0
3:30 PM 4 85 0 0 74 4 6 0 5 0 0 0 178 1 0 0 0 1
3:45 PM 6 116 0 0 74 7 2 0 3 0 0 0 208 0 0 0 0 0
4:00 PM 5 118 0 0 66 16 14 0 5 0 0 0 224 0 0 0 0 0
VOLUMES 58 845 0 0 694 136 105 0 51 0 0 0 1,890 1 0 0 0 1 APPROACH % 6% 93% 0% 0% 84% 16% 67% 0% 33% 0% 0% 0%
APP/DEPART 904 / 950 830 / 746 156 / 0 0 / 194 0

BEGIN PEAK HR
VOLUMES 25 343 0 0 311 62 68 0 27 0 0 0 836 0 0 0 0
APPROACH % 7% 93% 0% 0% 83% 17% 72% 0% 28% 0% 0% 0%
PEAK HR FACTOR 0.844 0.863 0.565 0.000 0.897
APP/DEPART 368 / 411 373 / 338 95 / 0 0 / 87 0
S Hewes St

NORTH LEG
E Jordan Ave WEST LEG EAST LEG E Jordan Ave

SOUTH LEG
S Hewes St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 1 2 3 0 0 0 0 0 0 0 1 2 3 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 5 0 0 1 6 3 0 0 0 3 1 0 0 1 2 1 0 0 0 1
8:00 AM 11 0 0 0 11 7 0 0 0 7 0 0 0 0 0 4 0 0 0 4
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 17 0 1 3 21 11 0 0 0 11 1 0 1 3 5 5 0 0 0 5
1:45 PM 1 0 1 0 2 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0
2:00 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0
2:15 PM 2 0 1 0 3 2 0 0 0 2 0 0 1 0 1 0 0 0 0 0
2:30 PM 5 0 0 1 6 2 0 0 0 2 0 0 0 1 1 3 0 0 0 3
2:45 PM 9 1 3 1 14 4 0 0 1 5 1 1 3 0 5 4 0 0 0 4
3:00 PM 0 0 1 2 3 0 0 0 2 2 0 0 1 0 1 0 0 0 0 0
3:15 PM 3 0 0 1 4 3 0 0 0 3 0 0 0 1 1 0 0 0 0 0
3:30 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
3:45 PM 1 0 0 1 2 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0
4:00 PM 30 0 1 3 34 3 0 0 3 6 0 0 1 0 1 27 0 0 0 27
TOTAL 52 1 7 11 71 17 0 0 7 24 1 1 7 4 13 34 0 0 0 34

U-TURNS
S Hewes St S Hewes St E Jordan Ave E Jordan Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S Hewes St
E Jordan Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 198
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
199
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
200
California MUTCD 2014 - Section 7D.02 Date: 3/18/2025
School: La Veta Elementary
Control Type: Uncontrolled
Major Street: La Veta Avenue Critical Approach Speed: 40 mph Minor Street: Malena Drive Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
La Veta Avenue and Malena
Drive are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 23 School Pedestrians (E) from
7:30 AM to 8:30 AM
34 School Pedestrians (E) from
1:45 PM to 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing
~1,200' away
Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 1,060 VPH from 7:30 AM to 8:30
AM
933 VPH from 2:30 PM to 3:30
PM
Yes
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
Yes
• Southbound leg of intersection leads into driveway of school parking lot • 2 lanes in each direction on La Veta Avenue
• 1 unstriped lane in each direction on Malena Drive
• 1,100 feet to nearest controlled (signalized) intersection (La Veta / Yorba) • Red curb markings preventing on-street parking on La Veta Avenue around crosswalk • On-street parking permitted in both directions on Malena Drive

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 201
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 22
EAST & WEST: CONTROL: STOP S
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: 0 1 0 0 1 0 0 2 0 0 2 0 0 0 0 0
7:15 AM 1 0 0 0 0 0 1 39 2 0 81 0 124 0 0 0 0 0
7:30 AM 1 0 1 0 0 2 0 100 2 0 108 0 214 0 0 0 0 0
7:45 AM 15 0 12 1 0 2 0 118 1 0 128 1 278 0 0 1 0 1
8:00 AM 26 1 22 0 0 2 11 122 0 1 166 4 355 0 0 0 0 0
8:15 AM 15 0 7 0 0 2 1 64 0 0 122 0 211 0 0 1 0 1
8:30 AM 1 0 1 1 0 2 1 48 0 0 110 0 164 0 0 0 0 0
VOLUMES 59 1 43 2 0 10 14 491 5 1 715 5 1,348 0 0 2 0 2 APPROACH % 57% 1% 42% 17% 0% 83% 3% 96% 1% 0% 99% 1%
APP/DEPART 103 / 20 12 / 6 512 / 536 721 / 786 0

BEGIN PEAK HR
VOLUMES 57 1 42 1 0 8 12 404 3 1 524 5 1,060 0 0 2 0
APPROACH % 57% 1% 42% 11% 0% 89% 3% 96% 1% 0% 99% 1%
PEAK HR FACTOR 0.510 0.750 0.791 0.775 0.746
APP/DEPART 100 / 18 9 / 4 421 / 447 530 / 591 0
01:30 PM 0 0 0 0 0 1 0 49 1 0 82 1 134 0 0 0 0 0
1:45 PM 2 0 1 0 0 0 1 69 0 0 79 1 153 0 0 1 0 1
2:00 PM 0 0 0 1 0 1 0 56 0 0 130 1 189 0 0 0 0 0
2:15 PM 15 1 12 0 0 2 5 86 0 0 121 2 244 0 0 1 0 1
2:30 PM 21 0 11 0 0 1 2 88 0 0 105 0 228 0 0 2 0 2
2:45 PM 2 0 0 0 0 0 2 71 0 0 131 0 206 0 0 1 0 1
3:00 PM 3 0 0 0 0 1 0 88 0 0 150 0 242 0 0 0 0 0
3:15 PM 2 0 1 0 0 0 2 110 2 0 137 0 254 0 0 0 0 0
3:30 PM 5 0 3 0 0 5 4 85 0 0 89 1 192 0 0 0 0 0
3:45 PM 1 0 0 0 0 1 1 89 0 0 92 0 184 0 0 0 0 0
VOLUMES 51 1 28 1 0 12 17 791 3 0 1,116 6 2,031 0 0 5 0 5 APPROACH % 64% 1% 35% 8% 0% 92% 2% 97% 0% 0% 99% 1%
APP/DEPART 80 / 24 13 / 3 816 / 820 1,122 / 1,184 0

BEGIN PEAK HR
VOLUMES 28 0 12 0 0 2 6 357 2 0 523 0 933 0 0 3 0
APPROACH % 70% 0% 30% 0% 0% 100% 2% 97% 1% 0% 100% 0%
PEAK HR FACTOR 0.313 0.500 0.807 0.872 0.918
APP/DEPART 40 / 6 2 / 2 368 / 369 523 / 556 0
S Malena Dr

NORTH LEG
E La Veta Ave WEST LEG EAST LEG E La Veta Ave

SOUTH LEG
School Dwy

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0
7:30 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0
7:45 AM 1 1 3 0 5 0 0 0 0 0 1 1 0 0 2 0 0 3 0 3
8:00 AM 3 0 35 0 38 3 0 16 0 19 0 0 0 0 0 0 0 19 0 19
8:15 AM 0 2 3 0 5 0 1 2 0 3 0 1 0 0 1 0 0 1 0 1
8:30 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0
TOTAL 5 5 41 0 51 4 3 18 0 25 1 2 0 0 3 0 0 23 0 23
1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0
2:00 PM 0 0 6 0 6 0 0 5 0 5 0 0 0 0 0 0 0 1 0 1
2:15 PM 6 0 15 0 21 3 0 6 0 9 0 0 0 0 0 3 0 9 0 12
2:30 PM 7 2 31 0 40 2 2 6 0 10 0 0 0 0 0 5 0 25 0 30
2:45 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
3:00 PM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
3:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0
3:30 PM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 14 9 52 0 75 6 6 17 0 29 0 2 0 0 2 8 1 35 0 44

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S Malena Dr
E La Veta Ave

U-TURNS
School Dwy S Malena Dr E La Veta Ave E La Veta Ave
1 202
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
203
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
204
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Palmyra Elementary School
Control Type: Uncontrolled
Major Street: Palmyra Avenue Critical Approach Speed: 25 mph Minor Street: California Street Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Palmyra Avenue and California
Street are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 69 School Pedestrians from 7:00
AM to 8:00 AM
25 School Pedestrians from 1:30
PM to 2:30 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
The nearest controlled crossing is
~1,100' away
Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 319 VPH from 7:00 AM to 8:00
AM
230 VPH from 3:00 PM to 4:00
PM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 Yes
No
• 3 legged intersection (no north leg); crosswalk on east and south legs of intersection • Crosswalk on east leg of intersection (Palmyra Ave) leads directly into school entrance • Two non-through lanes of curb pickup (one lane for stalling, one lane that doesn't allow stopping) on the east leg of the intersection; in addition to one lane in each direction on Palmyra Avenue • One unstriped lane in each direction on California Street • 1,400 feet east to the nearest controlled (all-way stop) intersection at Cambridge St / Palmyra Avenue • On-street parking allowed in both-directions on Palmyra Avenue and California Street

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 205
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 29
EAST & WEST: CONTROL: STOP N
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: 0 X 0 X X X X 1 0 0 1 X 0 0 0 0
7:00 AM 0 0 1 0 0 0 0 13 2 1 8 0 25 0 0 0 0 0
7:15 AM 3 0 1 0 0 0 0 21 2 2 20 0 49 0 0 1 2 3
7:30 AM 4 0 3 0 0 0 0 45 5 6 71 0 134 0 0 0 0 0
7:45 AM 9 0 5 0 0 0 0 42 6 4 76 0 142 0 0 0 0 0
8:00 AM 2 0 2 0 0 0 0 21 2 3 34 0 64 0 0 0 0 0
8:15 AM 3 0 3 0 0 0 0 16 1 3 24 0 50 0 0 0 2 2
VOLUMES 21 0 15 0 0 0 0 158 18 19 233 0 469 0 0 1 4 5
APPROACH % 58% 0% 42% 0% 0% 0% 0% 89% 10% 7% 91% 0%
APP/DEPART 36 / 0 0 / 37 177 / 177 256 / 255 0

BEGIN PEAK HR
VOLUMES 18 0 13 0 0 0 0 124 14 16 205 0 392 0 0 0 2
APPROACH % 58% 0% 42% 0% 0% 0% 0% 90% 10% 7% 92% 0%
PEAK HR FACTOR 0.554 0.000 0.690 0.697 0.690
APP/DEPART 31 / 0 0 / 30 138 / 139 223 / 223 0
01:30 PM 3 0 2 0 0 0 0 15 2 4 18 0 44 0 0 0 1 1
1:45 PM 0 0 0 0 0 0 0 23 2 5 20 0 50 0 0 0 0 0
2:00 PM 5 0 3 0 0 0 0 22 4 6 34 0 74 0 0 1 1 2
2:15 PM 4 0 4 0 0 0 0 21 0 6 47 0 82 0 0 0 2 2
2:30 PM 3 0 6 0 0 0 0 14 2 4 32 0 61 0 0 0 0 0
2:45 PM 0 0 1 0 0 0 0 19 1 2 33 0 56 0 0 0 1 1
3:00 PM 1 0 4 0 0 0 0 37 2 7 33 0 84 0 0 2 3 5
3:15 PM 2 0 1 0 0 0 0 27 1 5 45 0 81 0 0 0 2 2
3:30 PM 1 0 4 0 0 0 0 17 0 4 29 0 55 0 0 0 0 0
3:45 PM 2 0 0 0 0 0 0 18 2 6 44 0 72 0 0 0 0 0
VOLUMES 21 0 25 0 0 0 0 213 16 49 335 0 672 0 0 3 10 13 APPROACH % 46% 0% 54% 0% 0% 0% 0% 92% 7% 12% 85% 0%
APP/DEPART 46 / 0 0 / 65 232 / 248 394 / 359 0

BEGIN PEAK HR
VOLUMES 6 0 9 0 0 0 0 99 5 22 151 0 299 0 0 2 5
APPROACH % 40% 0% 60% 0% 0% 0% 0% 93% 5% 12% 85% 0%
PEAK HR FACTOR 0.750 0.000 0.646 0.856 0.840
APP/DEPART 15 / 0 0 / 27 106 / 113 178 / 159 0
S California St

NORTH LEG
E Palmyra Ave WEST LEG EAST LEG E Palmyra Ave

SOUTH LEG
S California St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
7:15 AM 0 2 18 0 20 0 1 6 0 7 0 0 0 0 0 0 1 12 0 13
7:30 AM 1 14 65 0 80 1 7 35 0 43 0 1 0 0 1 0 6 30 0 36
7:45 AM 0 12 53 0 65 0 9 26 0 35 0 0 0 0 0 0 3 27 0 30
8:00 AM 0 1 2 0 3 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0
TOTAL 1 32 138 0 171 1 20 69 0 90 0 2 0 0 2 0 10 69 0 79 1:30 PM 0 0 9 0 9 0 0 6 0 6 0 0 1 0 1 0 0 2 0 2
1:45 PM 0 3 9 0 12 0 2 8 0 10 0 1 0 0 1 0 0 1 0 1
2:00 PM 0 2 52 0 54 0 1 32 0 33 0 0 0 0 0 0 1 20 0 21
2:15 PM 0 4 40 0 44 0 1 13 0 14 0 0 0 0 0 0 3 27 0 30
2:30 PM 0 3 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 3 1 0 4 0 3 1 0 4 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 4 2 1 7 0 3 1 1 5 0 0 0 0 0 0 1 1 0 2
3:15 PM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
3:45 PM 0 0 4 0 4 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0
TOTAL 0 21 120 1 142 0 14 68 1 83 0 2 1 0 3 0 5 51 0 56

U-TURNS
S California St S California St E Palmyra Ave E Palmyra Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S California St
E Palmyra Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:15 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 206
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
207
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
208
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Serrano Elementary School
Control Type: Signalized
Major Street: Santiago Boulevard Critical Approach Speed: 35 mph Minor Street: Serrano Avenue Critical Approach Speed: 15 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Santiago Boulevard and Serrano
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 58 School Pedestrians (N) from
7:30 AM to 8:30 AM
38 School Pedestrians (N) from
2:15 PM to 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
366 AM/244 PM VPH (North
Leg)
No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• One lane in each direction on Serrano Avenue, with one additional left-turn lane in the westbound direction • Two lanes in each direction on Santiago Boulevard, with one additional left-turn lane in both the northbound and southbound direction • Westbound leg of Serrano Avenue leads to a cul-de-sac of residential housing approximately 100 feet west of the intersection • Crosswalk on all four legs
• On-street parking prohibited in both directions on Santiago Boulevard • On-street parking prevented by red curb on east leg of intersection (Serrano Avenue) • On-street parking permitted in both directions on west leg of intersection (Serrano Avenue)

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 209
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 35
EAST & WEST: CONTROL: SIGNAL
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: 1 2 0 1 2 0 0 1 0 1 1 0 0 0 0 0
7:00 AM 0 61 6 25 103 0 0 0 1 4 0 16 216 0 0 0 0 0
7:15 AM 2 86 26 31 118 0 0 0 0 18 0 13 294 0 0 0 0 0
7:30 AM 0 84 50 61 170 5 0 0 1 36 0 44 451 0 1 0 0 1
7:45 AM 2 49 51 95 103 19 11 7 7 76 1 90 511 0 0 0 0 0
8:00 AM 0 79 57 101 162 3 1 5 2 76 0 116 602 0 2 0 0 2
8:15 AM 0 154 16 40 239 0 1 0 1 27 0 76 554 0 0 0 0 0
VOLUMES 4 513 206 353 895 27 13 12 12 237 1 355 2,631 0 3 0 0 3 APPROACH % 1% 71% 28% 28% 70% 2% 35% 32% 32% 40% 0% 60% APP/DEPART 723 / 884 1,278 / 1,144 37 / 571 593 / 32 0

BEGIN PEAK HR
VOLUMES 2 366 174 297 674 27 13 12 11 215 1 326 2,121 0 3 0 0 APPROACH % 0% 68% 32% 30% 67% 3% 36% 33% 31% 40% 0% 60% PEAK HR FACTOR 0.797 0.897 0.360 0.706 0.878
APP/DEPART 542 / 708 1,001 / 900 36 / 483 542 / 30 0
01:45 PM 3 115 17 38 140 1 0 0 2 6 0 18 340 0 0 0 0 0
2:00 PM 6 133 18 32 132 3 0 0 0 7 0 18 349 0 0 0 0 0
2:15 PM 1 110 15 16 108 3 3 0 3 44 0 46 349 0 0 0 0 0
2:30 PM 2 167 25 33 142 4 4 1 2 38 0 62 480 0 0 0 0 0
2:45 PM 5 169 24 55 150 0 0 0 3 15 0 15 436 0 0 0 0 0
3:00 PM 1 136 20 56 190 1 1 0 5 53 0 77 540 0 0 0 0 0
3:15 PM 0 191 31 34 206 1 1 0 1 23 0 41 529 0 0 0 0 0
3:30 PM 0 211 12 15 169 0 0 0 0 12 0 93 512 0 0 0 0 0
3:45 PM 0 248 9 22 174 0 1 0 0 15 1 28 498 0 0 0 0 0
4:00 PM 0 243 15 21 153 1 0 0 1 14 0 37 485 0 0 0 0 0
VOLUMES 18 1,723 186 322 1,564 14 10 1 17 227 1 435 4,518 0 0 0 0 0 APPROACH % 1% 89% 10% 17% 82% 1% 36% 4% 61% 34% 0% 66%
APP/DEPART 1,927 / 2,168 1,900 / 1,808 28 / 509 663 / 33 0

BEGIN PEAK HR
VOLUMES 1 786 72 127 739 2 3 0 6 103 1 239 2,079 0 0 0 0 APPROACH % 0% 92% 8% 15% 85% 0% 33% 0% 67% 30% 0% 70%
PEAK HR FACTOR 0.836 0.879 0.375 0.660 0.963
APP/DEPART 859 / 1,028 868 / 848 9 / 199 343 / 4 0
Santiago Blvd

NORTH LEG
Serrano Ave WEST LEG EAST LEG Serrano Ave

SOUTH LEG
Santiago Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 1 1 4 6 0 0 0 0 0 0 1 1 4 6 0 0 0 0 0
7:30 AM 5 2 2 5 14 0 0 2 1 3 0 0 0 0 0 5 2 0 4 11
7:45 AM 52 10 4 15 81 11 1 2 5 19 0 1 1 1 3 41 8 1 9 59 8:00 AM 20 10 6 5 41 8 2 1 3 14 0 0 0 0 0 12 8 5 2 27
8:15 AM 0 1 1 8 10 0 1 1 0 2 0 0 0 7 7 0 0 0 1 1
TOTAL 77 24 14 37 152 19 4 6 9 38 0 2 2 12 16 58 18 6 16 98 1:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0
2:00 PM 2 1 1 0 4 2 1 0 0 3 0 0 1 0 1 0 0 0 0 0
2:15 PM 38 10 10 12 70 13 5 1 7 26 0 0 0 1 1 25 5 9 4 43 2:30 PM 6 5 7 1 19 1 2 2 1 6 0 0 0 0 0 5 3 5 0 13
2:45 PM 2 0 1 2 5 1 0 0 0 1 1 0 0 1 2 0 0 1 1 2
3:00 PM 10 25 6 19 60 2 0 0 1 3 0 0 2 0 2 8 25 4 18 55
3:15 PM 1 9 5 5 20 0 0 0 0 0 0 0 3 0 3 1 9 2 5 17
3:30 PM 4 3 3 5 15 1 0 1 0 2 1 3 2 4 10 2 0 0 1 3
3:45 PM 0 2 0 4 6 0 0 0 0 0 0 0 0 0 0 0 2 0 4 6
4:00 PM 1 4 0 6 11 1 1 0 2 4 0 0 0 1 1 0 3 0 3 6
TOTAL 64 59 33 55 211 21 9 4 11 45 2 3 8 8 21 41 47 21 36 145

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Santiago Blvd
Serrano Ave

U-TURNS
Santiago Blvd Santiago Blvd Serrano Ave Serrano Ave
1 210
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
211
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
212
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Prospect Elementary School
Control Type: Uncontrolled
Major Street: Spring Street Critical Approach Speed: 35 mph Minor Street: Seranado Street Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Spring Street and Seranado Street
are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 147 School Pedestrians from 7:30
AM to 8:30 AM
86 School Pedestrians from 2:45
PM to 3:45 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled (AWS)
crossing ~400' away
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or 840 VPH Uncontrolled (E) from
7:30 AM to 8:30 AM
840 VPH Uncontrolled (E) from
2:45 PM to 3:45 PM
Yes
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Crosswalks only on north leg and east leg of intersection • Two lanes in each direction on Spring Street, with one additional eastbound left-turn lane • One unstriped lane in each direction on Seranado Street • 350 feet east to the nearest controlled (all-way stop) intersection at Spring Street / Esplanade Street • On-street parking allowed in both-directions on Spring Street and Seranado Street

05.2 No

05.3 No
No
03 N/A No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Spring Street at Seranado Street

05.1 04 Yes
No
Warrant must meet the requirements of at least one criteria to be satisfied 213
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 39
EAST & WEST: CONTROL: STOP S
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: X X X 0 X 0 1 2 X X 2 0 0 0 0 0
7:00 AM 0 0 0 7 0 6 0 25 0 0 33 2 73 0 0 0 0 0
7:15 AM 0 0 0 8 0 4 0 40 0 0 40 2 94 0 0 0 0 0
7:30 AM 0 0 0 7 0 11 4 58 0 0 70 2 152 0 0 1 0 1
7:45 AM 0 0 0 15 0 9 2 68 0 0 94 6 194 0 0 0 0 0
8:00 AM 0 0 0 4 0 17 10 90 0 0 156 10 287 0 0 0 0 0
8:15 AM 0 0 0 3 0 17 18 116 0 0 151 19 324 0 0 0 0 0
VOLUMES 0 0 0 44 0 64 34 397 0 0 544 41 1,125 0 0 1 0 1 APPROACH % 0% 0% 0% 41% 0% 59% 8% 92% 0% 0% 93% 7%
APP/DEPART 0 / 75 108 / 0 432 / 441 585 / 609 0

BEGIN PEAK HR
VOLUMES 0 0 0 29 0 54 34 332 0 0 471 37 958 0 0 1 0
APPROACH % 0% 0% 0% 35% 0% 65% 9% 90% 0% 0% 93% 7%
PEAK HR FACTOR 0.000 0.865 0.685 0.747 0.739
APP/DEPART 0 / 71 83 / 0 367 / 361 508 / 526 0
01:30 PM 0 0 0 9 0 3 4 53 0 0 60 3 132 0 0 0 0 0
1:45 PM 0 0 0 4 0 5 1 44 0 0 67 4 125 0 0 0 0 0
2:00 PM 0 0 0 4 0 5 1 47 0 0 54 4 115 0 0 0 0 0
2:15 PM 0 0 0 4 0 5 3 44 0 0 61 2 119 0 0 1 0 1
2:30 PM 0 0 0 5 0 5 5 45 0 0 74 4 138 0 0 0 0 0
2:45 PM 0 0 0 5 0 1 1 54 0 0 83 8 152 0 0 0 0 0
3:00 PM 0 0 0 6 0 2 12 52 0 0 142 14 228 0 0 0 0 0
3:15 PM 0 0 0 6 0 7 7 70 0 0 101 16 207 0 0 0 0 0
3:30 PM 0 0 0 4 0 10 15 105 0 0 110 9 253 0 0 0 0 0
3:45 PM 0 0 0 4 0 4 2 68 0 0 69 4 151 0 0 1 0 1
VOLUMES 0 0 0 51 0 47 51 582 0 0 821 68 1,622 0 0 2 0 2 APPROACH % 0% 0% 0% 52% 0% 48% 8% 92% 0% 0% 92% 8%
APP/DEPART 0 / 119 98 / 0 635 / 633 889 / 870 0

BEGIN PEAK HR
VOLUMES 0 0 0 20 0 23 36 295 0 0 422 43 840 0 0 1 0
APPROACH % 0% 0% 0% 47% 0% 53% 11% 89% 0% 0% 91% 9%
PEAK HR FACTOR 0.000 0.768 0.692 0.745 0.830
APP/DEPART 0 / 79 43 / 0 332 / 315 465 / 446 0
N Seranado St

NORTH LEG
E Spring St WEST LEG EAST LEG E Spring St

SOUTH LEG
N Seranado St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2
7:15 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
7:30 AM 2 0 2 0 4 2 0 1 0 3 0 0 0 0 0 0 0 1 0 1
7:45 AM 8 0 7 0 15 3 0 0 0 3 0 0 0 0 0 5 0 7 0 12
8:00 AM 15 0 40 2 57 2 0 0 0 2 0 0 0 0 0 13 0 40 2 55
8:15 AM 24 0 101 2 127 0 0 0 0 0 0 0 2 0 2 24 0 99 2 125 TOTAL 50 0 153 4 207 7 0 1 0 8 0 0 2 0 2 43 0 150 4 197 1:30 PM 6 1 3 0 10 3 0 0 0 3 0 1 0 0 1 3 0 3 0 6
1:45 PM 1 0 8 1 10 0 0 0 0 0 0 0 0 0 0 1 0 8 1 10
2:00 PM 1 0 3 0 4 0 0 2 0 2 0 0 0 0 0 1 0 1 0 2
2:15 PM 2 1 2 0 5 0 0 1 0 1 1 1 0 0 2 1 0 1 0 2
2:30 PM 2 1 1 0 4 2 0 1 0 3 0 1 0 0 1 0 0 0 0 0
2:45 PM 3 1 5 0 9 0 0 1 0 1 0 1 1 0 2 3 0 3 0 6
3:00 PM 1 2 3 0 6 1 0 0 0 1 0 2 0 0 2 0 0 3 0 3
3:15 PM 8 0 45 32 85 2 0 2 0 4 0 0 0 0 0 6 0 43 32 81
3:30 PM 19 2 41 7 69 0 0 2 0 2 4 2 2 0 8 15 0 37 7 59
3:45 PM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0
TOTAL 43 11 111 40 205 8 0 9 0 17 5 11 3 0 19 30 0 99 40 169

U-TURNS
N Seranado St N Seranado St E Spring St E Spring St

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Seranado St
E Spring St

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 214
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
215
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
216
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Prospect Elementary School
Control Type: Uncontrolled
Major Street: Spring Street Critical Approach Speed: 35 mph Minor Street: Virage Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Spring Street and Virage Avenue are
both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 18 School Pedestrians (E) from 7:30
AM to 8:30 AM
29 School Pedestrians (E) from 2:00
PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearing controlled crossing ~400'
away
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or N/A No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
N/A No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 3 legged intersection (no south leg)
• 2 lanes in each direction and one additional eastbound left-turn lane on Spring Street • 1 lane in each direction on Virage Street
• Crosswalks on north and east leg of intersection
• Parking prohibited on Virage Street from 10 PM to 6AM; permitted at all other times • Parking prohibited at all times on Spring Street

05.2 No

05.3 No
No
03 N/A No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Spring Street at Virage Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 217
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 40
EAST & WEST: CONTROL: STOP S
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: X X X 0 X 0 1 2 X X 2 0 0 0 0 0
7:00 AM 0 0 0 2 0 15 8 24 0 0 42 2 93 0 0 0 0 0
7:15 AM 0 0 0 3 0 12 8 58 0 0 56 1 138 0 0 0 0 0
7:30 AM 0 0 0 5 0 13 11 70 0 0 81 6 186 0 0 0 0 0
7:45 AM 0 0 0 7 0 17 24 93 0 0 106 19 266 0 0 0 0 0
8:00 AM 0 0 0 11 0 47 58 136 0 0 135 34 421 0 0 0 0 0
8:15 AM 0 0 0 7 0 24 12 142 0 0 207 15 407 0 0 0 0 0
VOLUMES 0 0 0 35 0 128 121 523 0 0 627 77 1,511 0 0 0 0 0 APPROACH % 0% 0% 0% 21% 0% 79% 19% 81% 0% 0% 89% 11%
APP/DEPART 0 / 198 163 / 0 644 / 558 704 / 755 0

BEGIN PEAK HR
VOLUMES 0 0 0 30 0 101 105 441 0 0 529 74 1,280 0 0 0 0 APPROACH % 0% 0% 0% 23% 0% 77% 19% 81% 0% 0% 88% 12%
PEAK HR FACTOR 0.000 0.565 0.704 0.679 0.760
APP/DEPART 0 / 179 131 / 0 546 / 471 603 / 630 0
01:30 PM 0 0 0 2 0 7 9 57 0 0 81 1 157 0 0 0 0 0
1:45 PM 0 0 0 1 0 4 12 50 0 0 100 5 172 0 0 1 0 1
2:00 PM 0 0 0 3 0 10 22 60 0 0 65 12 172 0 0 0 0 0
2:15 PM 0 0 0 11 0 19 28 49 0 0 64 12 183 0 0 0 0 0
2:30 PM 0 0 0 8 0 32 23 38 0 0 85 15 201 0 0 0 0 0
2:45 PM 0 0 0 7 0 18 6 61 0 0 83 2 177 0 0 0 0 0
3:00 PM 0 0 0 0 0 8 5 86 0 0 123 3 225 0 0 0 0 0
3:15 PM 0 0 0 2 0 11 10 95 0 0 89 1 208 0 0 0 0 0
3:30 PM 0 0 0 0 0 9 9 88 0 0 206 5 317 0 0 0 0 0
3:45 PM 0 0 0 4 0 9 13 82 0 0 89 4 201 0 0 0 0 0
VOLUMES 0 0 0 38 0 127 137 666 0 0 985 60 2,014 0 0 1 0 1 APPROACH % 0% 0% 0% 23% 0% 77% 17% 83% 0% 0% 94% 6%
APP/DEPART 0 / 197 165 / 0 804 / 704 1,045 / 1,113 0

BEGIN PEAK HR
VOLUMES 0 0 0 6 0 37 37 351 0 0 507 13 951 0 0 0 0
APPROACH % 0% 0% 0% 14% 0% 86% 10% 90% 0% 0% 98% 3%
PEAK HR FACTOR 0.000 0.827 0.924 0.616 0.750
APP/DEPART 0 / 50 43 / 0 388 / 357 520 / 544 0
N Virage St

NORTH LEG
E Spring St WEST LEG EAST LEG E Spring St

SOUTH LEG
N Virage St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 3 1 7 0 11 3 0 6 0 9 0 1 0 0 1 0 0 1 0 1
7:45 AM 2 0 4 0 6 2 0 3 0 5 0 0 0 0 0 0 0 1 0 1
8:00 AM 5 0 32 0 37 4 0 19 0 23 1 0 0 0 1 0 0 13 0 13
8:15 AM 2 1 8 0 11 1 0 5 0 6 0 1 0 0 1 1 0 3 0 4
TOTAL 14 2 51 0 67 12 0 33 0 45 1 2 0 0 3 1 0 18 0 19
1:30 PM 1 1 2 1 5 0 0 0 1 1 0 1 1 0 2 1 0 1 0 2
1:45 PM 1 1 1 0 3 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1
2:00 PM 6 0 0 0 6 1 0 0 0 1 1 0 0 0 1 4 0 0 0 4
2:15 PM 0 1 18 0 19 0 0 12 0 12 0 1 0 0 1 0 0 6 0 6
2:30 PM 1 0 28 0 29 0 0 8 0 8 0 0 0 0 0 1 0 20 0 21
2:45 PM 1 0 5 0 6 1 0 2 0 3 0 0 0 0 0 0 0 3 0 3
3:00 PM 2 0 1 0 3 2 0 1 0 3 0 0 0 0 0 0 0 0 0 0
3:15 PM 4 0 4 0 8 1 0 1 0 2 0 0 0 0 0 3 0 3 0 6
3:30 PM 4 1 7 0 12 3 0 5 0 8 1 1 1 0 3 0 0 1 0 1
3:45 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0
TOTAL 20 6 66 1 93 9 0 29 1 39 2 6 2 0 10 9 0 35 0 44

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Virage St
E Spring St

U-TURNS
N Virage St N Virage St E Spring St E Spring St
1 218

SCHOOL CROSSING GUARD LOCATIONS
TIER 3
219
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
220
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
221
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: California Inspire Academy
Control Type: Uncontrolled
Major Street: California Street Critical Approach Speed: 25 mph Minor Street: Quincy Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
California Street and Quincy
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 180 School Pedestrians from 7:15-
8:15 AM;
160 School Pedestrians from 1:30-
2:30 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Stop-Controlled 450 feet north at
California / Adams
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or N/A No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 3 legged intersection
• Stop-control on east leg of intersection
• Crosswalk on the north and east leg of the intersection • On-street parking permitted in northbound direction on California Street and on both directions on Quincy Avenue • One unstriped lane in each direction on Quincy Avenue and California Street

05.2 No

05.3 No
No
03 Undivided and unstriped, 1lane;
342 VPH (Intersection TMC)
from 7:15 AM to 8:15 AM;
305 VPH (North Leg) from 7:15
AM to 8:15 AM
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
California Street at Quincy Avenue

05.1 04 Yes
No
Warrant must meet the requirements of at least one criteria to be satisfied 222
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 4
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: X 1 0 0 1 X X X X 0 X 0 0 0 0 0
7:00 AM 0 8 0 1 6 0 0 0 0 2 0 4 21 0 0 0 0 0
7:15 AM 0 11 2 1 13 0 0 0 0 5 0 2 34 0 0 0 0 0
7:30 AM 0 25 3 6 44 0 0 0 0 8 0 7 93 0 0 0 0 0
7:45 AM 0 39 12 2 58 0 0 0 0 7 0 5 123 0 0 0 0 0
8:00 AM 0 18 7 5 42 0 0 0 0 11 0 9 92 0 0 0 0 0
8:15 AM 0 4 6 0 5 0 0 0 0 0 0 1 16 0 0 0 0 0
VOLUMES 0 105 30 15 168 0 0 0 0 33 0 28 379 0 0 0 0 0
APPROACH % 0% 78% 22% 8% 92% 0% 0% 0% 0% 54% 0% 46%
APP/DEPART 135 / 133 183 / 201 0 / 45 61 / 0 0

BEGIN PEAK HR
VOLUMES 0 93 24 14 157 0 0 0 0 31 0 23 342 0 0 0 0
APPROACH % 0% 79% 21% 8% 92% 0% 0% 0% 0% 57% 0% 43%
PEAK HR FACTOR 0.574 0.713 0.000 0.675 0.695
APP/DEPART 117 / 116 171 / 188 0 / 38 54 / 0 0
01:30 PM 0 7 6 5 5 0 0 0 0 3 0 2 28 0 0 0 1 1
1:45 PM 0 7 3 2 9 0 0 0 0 3 0 4 28 0 2 0 0 2
2:00 PM 0 6 4 5 18 0 0 0 0 5 0 5 43 0 0 0 0 0
2:15 PM 0 14 6 4 25 0 0 0 0 9 0 7 65 0 0 0 0 0
2:30 PM 0 9 2 0 10 0 0 0 0 1 0 1 23 0 0 0 0 0
2:45 PM 0 5 2 2 9 0 0 0 0 4 0 1 23 0 0 0 0 0
3:00 PM 0 9 2 1 3 0 0 0 0 0 0 1 16 0 0 0 0 0
3:15 PM 0 12 0 4 4 0 0 0 0 0 0 4 24 1 2 0 0 3
3:30 PM 0 14 5 8 27 0 0 0 0 2 0 5 61 0 0 0 0 0
3:45 PM 0 6 1 1 10 0 0 0 0 1 0 1 20 1 0 0 0 1
VOLUMES 0 89 31 32 120 0 0 0 0 28 0 31 338 2 4 0 1 7
APPROACH % 0% 73% 25% 21% 77% 0% 0% 0% 0% 47% 0% 52%
APP/DEPART 122 / 124 156 / 150 0 / 64 60 / 0 0

BEGIN PEAK HR
VOLUMES 0 34 19 16 57 0 0 0 0 20 0 18 167 0 2 0 1
APPROACH % 0% 64% 36% 21% 76% 0% 0% 0% 0% 51% 0% 46%
PEAK HR FACTOR 0.663 0.647 0.000 0.609 0.642
APP/DEPART 53 / 54 75 / 77 0 / 36 39 / 0 0
N California St

NORTH LEG
E Quincy Ave WEST LEG EAST LEG E Quincy Ave

SOUTH LEG
N California St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0
7:15 AM 4 0 1 0 5 2 0 0 0 2 0 0 0 0 0 2 0 1 0 3
7:30 AM 38 0 18 0 56 11 0 6 0 17 0 0 0 0 0 27 0 12 0 39 7:45 AM 170 0 78 0 248 91 0 40 0 131 0 0 0 0 0 79 0 38 0 117 8:00 AM 48 0 25 0 73 33 0 19 0 52 0 0 0 0 0 15 0 6 0 21 8:15 AM 5 0 3 0 8 5 0 3 0 8 0 0 0 0 0 0 0 0 0 0
TOTAL 267 0 125 0 392 144 0 68 0 212 0 0 0 0 0 123 0 57 0 180 1:30 PM 21 2 0 0 23 19 2 0 0 21 0 0 0 0 0 2 0 0 0 2
1:45 PM 52 0 7 0 59 32 0 4 0 36 0 0 0 0 0 20 0 3 0 23
2:00 PM 70 0 22 0 92 40 0 14 0 54 0 0 0 0 0 30 0 8 0 38 2:15 PM 119 0 60 0 179 56 0 26 0 82 0 0 0 0 0 63 0 34 0 97 2:30 PM 2 0 5 0 7 2 0 5 0 7 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 7 1 3 0 11 6 1 2 0 9 0 0 0 0 0 1 0 1 0 2
3:30 PM 13 0 8 0 21 6 0 4 0 10 0 0 0 0 0 7 0 4 0 11
3:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
TOTAL 284 3 108 0 395 161 3 57 0 221 0 0 1 0 1 123 0 50 0 173

U-TURNS
N California St N California St E Quincy Ave E Quincy Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N California St
E Quincy Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:15 AM
PM
1:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 223
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
224

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 225 California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Cambridge Elementary School
Control Type: All Way Stop
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Sycamore Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Cambridge Street and Sycamore
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 35 School Pedestrians from 7:30
AM - 8:30 AM
38 School Pedestrians from 2:15
PM - 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Crosswalk on all four legs of the intersections
• One unstriped lane in each direction on Sycamore Avenue; on-street parking permitted in both directions • One striped lane in each direction on Cambridge Street; on-street parking permitted in both directions

05.2 No

05.3 No
No
03 *Neither road has 4 or more
lanes
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cambridge Street at Sycamore Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 226
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 10
EAST & WEST: CONTROL: STOP ALL
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: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 16 0 0 27 0 1 0 2 1 0 3 50 0 0 0 0 0
7:15 AM 1 31 3 2 39 1 4 0 3 0 1 1 86 0 0 0 0 0
7:30 AM 4 44 2 3 35 0 11 5 2 3 2 16 127 0 0 0 0 0
7:45 AM 6 48 5 6 45 8 7 2 5 4 4 18 158 0 0 0 0 0
8:00 AM 4 34 0 4 66 2 3 1 5 2 3 5 129 0 0 0 0 0
8:15 AM 3 41 1 1 59 3 0 2 1 2 1 1 115 0 0 0 0 0
VOLUMES 18 214 11 16 271 14 26 10 18 12 11 44 665 0 0 0 0 0 APPROACH % 7% 88% 5% 5% 90% 5% 48% 19% 33% 18% 16% 66%
APP/DEPART 243 / 284 301 / 301 54 / 37 67 / 43 0

BEGIN PEAK HR
VOLUMES 17 167 8 14 205 13 21 10 13 11 10 40 529 0 0 0 0 APPROACH % 9% 87% 4% 6% 88% 6% 48% 23% 30% 18% 16% 66%
PEAK HR FACTOR 0.814 0.806 0.611 0.587 0.837
APP/DEPART 192 / 228 232 / 229 44 / 32 61 / 40 0
01:30 PM 0 35 3 5 44 6 2 1 1 0 0 3 100 0 1 0 0 1
1:45 PM 3 48 1 6 41 3 4 5 3 0 2 1 117 0 0 0 0 0
2:00 PM 7 38 3 3 37 4 3 6 0 1 3 10 115 0 0 0 0 0
2:15 PM 8 65 4 7 46 11 8 4 2 5 6 10 176 0 0 0 0 0
2:30 PM 3 42 2 2 52 0 3 4 3 2 2 1 116 0 0 0 0 0
2:45 PM 2 50 2 3 85 2 3 2 3 3 1 5 161 0 1 0 0 1
3:00 PM 2 63 1 0 46 2 2 0 2 1 0 2 121 0 0 0 0 0
3:15 PM 3 87 2 1 45 2 4 0 3 0 1 1 149 0 0 0 0 0
3:30 PM 4 76 0 2 32 3 7 4 9 1 2 5 145 0 0 0 0 0
3:45 PM 1 96 1 2 57 2 4 2 2 1 1 2 171 0 0 0 0 0
VOLUMES 33 600 19 31 485 35 40 28 28 14 18 40 1,373 0 2 0 0 2 APPROACH % 5% 92% 3% 6% 88% 6% 42% 29% 29% 19% 25% 56%
APP/DEPART 652 / 682 553 / 527 96 / 78 72 / 86 0

BEGIN PEAK HR
VOLUMES 10 322 4 5 180 9 17 6 16 3 4 10 586 0 0 0 0
APPROACH % 3% 96% 1% 3% 93% 5% 44% 15% 41% 18% 24% 59%
PEAK HR FACTOR 0.857 0.795 0.488 0.531 0.857
APP/DEPART 336 / 349 194 / 199 39 / 15 17 / 23 0
N Cambridge St

NORTH LEG
E Sycamore Ave WEST LEG EAST LEG E Sycamore Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 2 2 5 0 1 2 2 5 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 3 0 3 6 0 2 0 2 4 0 0 0 0 0 0 1 0 1 2
7:30 AM 11 0 8 3 22 7 0 4 2 13 0 0 0 1 1 4 0 4 0 8
7:45 AM 28 1 15 6 50 16 1 7 2 26 1 0 2 1 4 11 0 6 3 20
8:00 AM 9 1 6 6 22 7 1 4 5 17 0 0 0 0 0 2 0 2 1 5
8:15 AM 1 2 1 2 6 1 1 1 0 3 0 0 0 1 1 0 1 0 1 2
TOTAL 49 8 32 22 111 31 6 18 13 68 1 0 2 3 6 17 2 12 6 37 1:30 PM 1 0 2 5 8 1 0 2 4 7 0 0 0 1 1 0 0 0 0 0
1:45 PM 4 1 0 4 9 4 0 0 3 7 0 1 0 1 2 0 0 0 0 0
2:00 PM 9 0 3 1 13 7 0 2 1 10 0 0 1 0 1 2 0 0 0 2
2:15 PM 27 4 20 7 58 13 3 10 4 30 0 0 0 2 2 14 1 10 1 26 2:30 PM 9 2 0 1 12 3 1 0 0 4 0 0 0 0 0 6 1 0 1 8
2:45 PM 1 1 6 0 8 0 1 2 0 3 0 0 4 0 4 1 0 0 0 1
3:00 PM 1 1 1 8 11 0 1 0 4 5 1 0 1 1 3 0 0 0 3 3
3:15 PM 1 1 3 0 5 0 0 0 0 0 0 1 3 0 4 1 0 0 0 1
3:30 PM 3 1 5 4 13 3 1 3 1 8 0 0 1 2 3 0 0 1 1 2
3:45 PM 1 0 3 8 12 0 0 0 6 6 1 0 3 2 6 0 0 0 0 0
TOTAL 57 11 43 38 149 31 7 19 23 80 2 2 13 9 26 24 2 11 6 43

U-TURNS
N Cambridge St N Cambridge St E Sycamore Ave E Sycamore Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Cambridge St
E Sycamore Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 227
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
228

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 229 California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Cambridge Elementary School
Control Type: Stop-Controlled
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Walnut Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Cambridge Street and Walnut
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 17 School Pedestrians (N) from
7:30 AM - 8:30 AM;
25/21 School Pedestrians
(N/S)from 3:00 PM - 4:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• One lane in each direction on Walnut Avenue and Cambridge Street • Crosswalk on all four legs of the intersection
• On-street parking is permitted in all directions

05.2 No

05.3 No
No
03 *Neither road has 4 or more
lanes
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 230
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: STOP ALL
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: 0 2 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 3 10 2 3 28 0 0 12 2 4 21 8 93 0 0 0 0 0
7:15 AM 7 20 6 2 35 4 1 23 10 11 22 4 145 0 0 0 0 0
7:30 AM 13 45 28 13 47 14 4 20 22 20 21 4 251 0 0 0 0 0 7:45 AM 22 62 29 6 45 22 5 22 12 15 36 12 288 0 0 0 0 0 8:00 AM 7 42 9 7 58 20 7 30 10 9 55 8 262 0 0 0 0 0
8:15 AM 7 31 9 9 46 18 10 47 6 11 69 4 267 0 0 0 0 0
VOLUMES 59 210 83 40 259 78 27 154 62 70 224 40 1,306 0 0 0 0 0 APPROACH % 17% 60% 24% 11% 69% 21% 11% 63% 26% 21% 67% 12% APP/DEPART 352 / 277 377 / 391 243 / 277 334 / 361 0

BEGIN PEAK HR
VOLUMES 49 180 75 35 196 74 26 119 50 55 181 28 1,068 0 0 0 0 APPROACH % 16% 59% 25% 11% 64% 24% 13% 61% 26% 21% 69% 11% PEAK HR FACTOR 0.673 0.897 0.774 0.786 0.927
APP/DEPART 304 / 234 305 / 301 195 / 229 264 / 304 0
01:30 PM 2 35 3 6 47 10 6 39 7 5 30 5 195 0 0 0 0 0
1:45 PM 3 31 14 3 39 9 4 32 13 9 30 11 198 0 0 0 0 0
2:00 PM 7 29 9 10 31 14 8 38 6 14 49 5 220 0 0 0 0 0
2:15 PM 15 71 26 6 33 18 18 60 8 6 41 13 315 0 0 0 0 0
2:30 PM 5 38 10 2 42 12 13 49 6 5 37 9 228 0 0 0 0 0
2:45 PM 2 41 15 10 71 11 11 58 9 10 44 11 293 0 0 0 0 0 3:00 PM 6 58 14 5 36 7 12 47 7 9 40 5 246 0 0 0 0 0
3:15 PM 9 70 14 5 34 17 5 50 4 10 52 12 282 0 0 0 0 0
3:30 PM 11 61 22 8 29 12 14 60 4 8 47 16 292 0 0 0 0 0
3:45 PM 10 83 14 8 46 19 11 64 10 12 57 14 348 0 0 0 0 0 VOLUMES 70 517 141 63 408 129 102 497 74 88 427 101 2,617 0 0 0 0 0 APPROACH % 10% 71% 19% 11% 68% 22% 15% 74% 11% 14% 69% 16% APP/DEPART 728 / 720 600 / 570 673 / 701 616 / 626 0

BEGIN PEAK HR
VOLUMES 36 272 64 26 145 55 42 221 25 39 196 47 1,168 0 0 0 0 APPROACH % 10% 73% 17% 12% 64% 24% 15% 77% 9% 14% 70% 17% PEAK HR FACTOR 0.869 0.774 0.847 0.849 0.839
APP/DEPART 372 / 361 226 / 209 288 / 311 282 / 287 0
N Cambridge St

NORTH LEG
E Walnut Ave WEST LEG EAST LEG E Walnut Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 2 2 1 7 1 1 2 1 5 1 0 0 0 1 0 1 0 0 1
7:15 AM 1 2 0 5 8 1 2 0 4 7 0 0 0 1 1 0 0 0 0 0
7:30 AM 6 5 1 2 14 1 2 0 1 4 0 1 1 0 2 5 2 0 1 8
7:45 AM 2 4 6 3 15 2 2 3 0 7 0 0 2 3 5 0 2 1 0 3
8:00 AM 4 1 0 2 7 2 0 0 1 3 0 0 0 1 1 2 1 0 0 3
8:15 AM 13 4 2 1 20 2 2 2 1 7 1 1 0 0 2 10 1 0 0 11
TOTAL 28 18 11 14 71 9 9 7 8 33 2 2 3 5 12 17 7 1 1 26
1:30 PM 2 4 1 2 9 1 2 0 1 4 1 2 0 1 4 0 0 1 0 1
1:45 PM 6 2 2 2 12 4 0 1 2 7 0 0 0 0 0 2 2 1 0 5
2:00 PM 8 11 4 1 24 5 6 2 1 14 1 0 1 0 2 2 5 1 0 8
2:15 PM 4 17 7 8 36 1 7 2 7 17 3 1 1 1 6 0 9 4 0 13
2:30 PM 17 7 1 0 25 7 0 0 0 7 0 3 1 0 4 10 4 0 0 14
2:45 PM 14 2 7 0 23 0 0 0 0 0 1 0 3 0 4 13 2 4 0 19
3:00 PM 4 0 0 3 7 2 0 0 0 2 1 0 0 2 3 1 0 0 1 2
3:15 PM 3 0 7 1 11 3 0 4 1 8 0 0 2 0 2 0 0 1 0 1
3:30 PM 32 5 2 8 47 4 0 0 2 6 2 1 1 3 7 26 4 1 3 34
3:45 PM 12 2 4 9 27 3 1 0 3 7 4 1 4 2 11 5 0 0 4 9
TOTAL 102 50 35 34 221 30 16 9 17 72 13 8 13 9 43 59 26 13 8 106

U-TURNS
N Cambridge St N Cambridge St E Walnut Ave E Walnut Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Cambridge St
E Walnut Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 231
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
232

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 233 California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: McPherson Magnet School
Control Type: Stop Controlled
Major Street: Prospect Street Critical Approach Speed: 25 mph Minor Street: Palmyra Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Prospect Street and Palmyra
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 7 School Pedestrians from 7:30
AM to 8:30 AM
19 School Pedestrians from 2:00
PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 2 lanes in each direction on Prospect Street
• 1 unstriped lane in each direction on Palmyra Avenue
• Crosswalk on all four legs of intersection
• On-street parking permitted in both directions on east leg of intersection (Palmyra Avenue) • Red curb preventing parking in direction of oncoming traffic at the intersection on the north, west, and south legs of intersection

05.2 No

05.3 No
Yes
03 1,107 VPH (South Leg) from 7:30
to 8:30 AM
Yes
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 234
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 31
EAST & WEST: CONTROL: STOP ALL
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: 0 2 0 0 2 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 25 4 3 61 2 3 8 2 21 10 9 148 0 1 0 0 1
7:15 AM 1 31 2 4 110 3 3 6 8 26 6 16 216 0 0 0 0 0
7:30 AM 10 49 8 11 123 5 9 18 31 42 17 21 344 0 0 0 0 0 7:45 AM 27 79 20 12 148 7 7 29 43 41 30 28 471 0 0 0 0 0 8:00 AM 14 99 12 4 127 5 17 7 9 21 31 21 367 0 0 0 0 0
8:15 AM 0 75 6 6 109 12 16 6 1 13 24 17 285 0 1 0 0 1
VOLUMES 52 358 52 40 678 34 55 74 94 164 118 112 1,833 0 2 0 0 2 APPROACH % 11% 77% 11% 5% 90% 5% 25% 33% 42% 42% 30% 28% APP/DEPART 462 / 527 754 / 936 223 / 166 394 / 204 0

BEGIN PEAK HR
VOLUMES 51 302 46 33 507 29 49 60 84 117 102 87 1,468 0 1 0 0 APPROACH % 13% 76% 12% 6% 89% 5% 25% 31% 44% 38% 33% 28% PEAK HR FACTOR 0.792 0.853 0.611 0.773 0.779
APP/DEPART 399 / 439 570 / 708 193 / 139 306 / 182 0
01:30 PM 1 54 7 3 70 8 4 13 9 26 37 21 253 0 0 0 0 0
1:45 PM 1 55 3 12 94 7 8 16 28 36 51 28 339 0 1 0 0 1
2:00 PM 29 85 23 8 84 15 6 11 14 35 35 29 374 1 0 0 0 1 2:15 PM 1 62 12 6 70 13 14 21 8 28 40 21 296 0 0 0 0 0
2:30 PM 6 80 6 8 66 16 21 26 5 31 33 22 320 0 0 0 0 0
2:45 PM 4 81 9 8 76 8 21 35 13 40 35 30 360 0 0 0 0 0
3:00 PM 11 94 12 6 82 11 23 38 10 37 36 25 385 1 0 0 0 1 3:15 PM 4 101 5 3 67 11 28 39 8 22 22 25 335 0 0 0 0 0
3:30 PM 5 97 7 5 108 18 38 52 8 13 12 16 379 0 1 0 0 1
3:45 PM 2 100 6 5 90 12 24 37 7 14 7 18 322 0 1 0 0 1
VOLUMES 64 809 90 64 807 119 187 288 110 282 308 235 3,368 2 3 0 0 5 APPROACH % 7% 84% 9% 6% 81% 12% 32% 49% 19% 34% 37% 28% APP/DEPART 965 / 1,234 993 / 1,201 585 / 442 825 / 491 0

BEGIN PEAK HR
VOLUMES 24 373 33 22 333 48 110 164 39 112 105 96 1,461 1 1 0 0 APPROACH % 6% 87% 8% 5% 82% 12% 35% 52% 12% 36% 34% 31% PEAK HR FACTOR 0.913 0.765 0.798 0.745 0.946
APP/DEPART 431 / 580 404 / 485 313 / 219 313 / 177 0
Prospect St

NORTH LEG
Palmyra Ave WEST LEG EAST LEG Palmyra Ave

SOUTH LEG
Prospect St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 0 1 3 2 0 0 1 3 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0
7:30 AM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 6 6 6 18 0 1 2 2 5 0 0 2 3 5 0 5 2 1 8
8:00 AM 1 3 1 0 5 1 1 0 0 2 0 0 0 0 0 0 2 1 0 3
8:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0
TOTAL 4 10 9 8 31 4 3 4 3 14 0 0 2 4 6 0 7 3 1 11
1:30 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
1:45 PM 2 2 5 0 9 2 2 5 0 9 0 0 0 0 0 0 0 0 0 0
2:00 PM 1 9 6 4 20 0 2 3 1 6 0 0 0 0 0 1 7 3 3 14
2:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
2:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0
2:45 PM 0 16 1 1 18 0 3 1 1 5 0 1 0 0 1 0 12 0 0 12
3:00 PM 0 6 5 1 12 0 1 1 0 2 0 0 1 1 2 0 5 3 0 8
3:15 PM 2 1 0 0 3 0 0 0 0 0 0 1 0 0 1 2 0 0 0 2
3:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0
3:45 PM 2 3 5 2 12 0 0 0 0 0 2 2 1 2 7 0 1 4 0 5
TOTAL 7 39 23 10 79 2 9 10 2 23 2 5 3 5 15 3 25 10 3 41

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Prospect St
Palmyra Ave
Queue SB AM

U-TURNS
Prospect St Prospect St Palmyra Ave Palmyra Ave
1 235

SCHOOL CROSSING GUARD LOCATIONS
TIER 4
236
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
237

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 238 California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: West Orange Elementary School
Control Type: Stop-Controlled
Major Street: Almond Avenue Critical Approach Speed: 25 mph Minor Street: Batavia Street Critical Approach Speed: 30 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Almond Avenue and Batavia
Street are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 6 School Pedestrians (E) from
7:00 - 8:00 AM;
3 School Pedestrians (E) from
1:30 PM - 2:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
1051 turning movements during
AM peak hour, 1051 during PM
peak hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• On-street parking permitted on both sides of Batavia Street • On-street parking permitted on both sides of Almond Avenue • One lane in all directions of the intersection
• Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Neither road has four or more
lanes
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 239
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: STOP ALL
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: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 4 34 1 2 57 3 2 10 5 6 5 8 137 0 0 0 0 0
7:15 AM 11 40 3 2 84 2 3 25 6 8 12 9 205 1 0 0 0 1
7:30 AM 15 36 1 7 86 3 2 24 9 7 12 6 208 0 0 0 0 0
7:45 AM 17 56 1 2 94 3 16 44 24 7 45 10 319 0 0 0 0 0
8:00 AM 11 68 4 6 87 8 9 32 13 11 23 10 282 0 0 0 0 0
8:15 AM 7 64 4 1 108 1 5 13 6 3 25 5 242 0 0 0 0 0
VOLUMES 65 298 14 20 516 20 37 148 63 42 122 48 1,394 1 0 0 0 1 APPROACH % 17% 79% 4% 4% 93% 4% 15% 60% 25% 20% 58% 23% APP/DEPART 378 / 383 556 / 622 248 / 182 212 / 207 0

BEGIN PEAK HR
VOLUMES 50 224 10 16 375 15 32 113 52 28 105 31 1,051 0 0 0 0 APPROACH % 18% 79% 4% 4% 92% 4% 16% 57% 26% 17% 64% 19% PEAK HR FACTOR 0.855 0.923 0.586 0.661 0.824
APP/DEPART 284 / 287 406 / 455 197 / 139 164 / 170 0
01:15 PM 7 55 2 9 71 3 5 21 6 13 18 9 219 0 0 0 0 0
1:30 PM 14 70 3 4 68 4 25 23 9 8 14 10 252 0 0 0 0 0
1:45 PM 16 64 5 6 77 3 7 19 7 6 15 3 228 0 0 0 0 0
2:00 PM 9 58 3 6 65 3 3 17 7 12 18 10 211 0 0 0 0 0
2:15 PM 11 60 1 7 66 5 5 16 16 6 22 12 227 0 0 0 0 0
2:30 PM 11 71 6 2 109 0 4 26 6 5 15 7 262 0 0 0 0 0
2:45 PM 7 58 6 3 96 2 2 28 8 10 20 5 245 0 0 0 0 0
3:00 PM 10 79 1 3 95 0 5 24 5 10 17 11 260 0 0 0 0 0
3:15 PM 12 84 1 1 75 1 4 22 8 6 27 8 249 0 0 0 0 0
3:30 PM 7 72 6 4 115 4 9 22 8 5 35 10 297 0 0 0 0 0
VOLUMES 104 671 34 45 837 25 69 218 80 81 201 85 2,450 0 0 0 0 0 APPROACH % 13% 83% 4% 5% 92% 3% 19% 59% 22% 22% 55% 23% APP/DEPART 809 / 825 907 / 998 367 / 297 367 / 330 0

BEGIN PEAK HR
VOLUMES 36 293 14 11 381 7 20 96 29 31 99 34 1,051 0 0 0 0 APPROACH % 10% 85% 4% 3% 95% 2% 14% 66% 20% 19% 60% 21% PEAK HR FACTOR 0.884 0.811 0.929 0.820 0.885
APP/DEPART 343 / 347 399 / 441 145 / 121 164 / 142 0
S Batavia St

NORTH LEG
W Almond Ave WEST LEG EAST LEG W Almond Ave

SOUTH LEG
S Batavia St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 5 0 0 7 1 1 0 0 2 1 0 0 0 1 0 4 0 0 4
7:15 AM 2 2 2 1 7 1 1 0 0 2 1 0 1 1 3 0 1 1 0 2
7:30 AM 2 3 2 0 7 1 2 0 0 3 1 1 2 0 4 0 0 0 0 0
7:45 AM 2 7 5 1 15 1 6 2 1 10 1 0 3 0 4 0 1 0 0 1
8:00 AM 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 1 1 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0
TOTAL 8 19 11 2 40 4 12 3 1 20 4 1 7 1 13 0 6 1 0 7
1:15 PM 0 2 1 0 3 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0
1:30 PM 0 6 1 5 12 0 3 1 1 5 0 1 0 1 2 0 2 0 3 5
1:45 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 3 1 0 0 4 2 0 0 0 2 1 0 0 0 1 0 1 0 0 1
2:30 PM 3 1 0 0 4 2 0 0 0 2 1 1 0 0 2 0 0 0 0 0
2:45 PM 0 3 0 1 4 0 1 0 0 1 0 0 0 1 1 0 2 0 0 2
3:00 PM 2 5 0 2 9 1 2 0 0 3 1 2 0 2 5 0 1 0 0 1
3:15 PM 1 1 0 1 3 0 1 0 0 1 1 0 0 1 2 0 0 0 0 0
3:30 PM 2 1 0 2 5 2 0 0 1 3 0 0 0 1 1 0 1 0 0 1
TOTAL 12 20 2 11 45 8 8 1 2 19 4 5 1 6 16 0 7 0 3 10

U-TURNS
S Batavia St S Batavia St W Almond Ave W Almond Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S Batavia St
W Almond Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 240
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
241
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
242
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: West Orange Elementary School
Control Type: Signalized
Major Street: Almond Avenue Critical Approach Speed: 25 mph Minor Street: Main Street Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Almond Avenue and Main Street
are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 12 School Pedestrians (S) from
7:15 - 8:15 AM;
11 School Pedestrians (W) from
2:30 PM - 3:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
193 VPH (South Leg) from 7:15
AM to 8:15 AM
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Crosswalk on all four legs of intersection
• One lane in each direction on Almond Avenue with one additional left-turn lane in both the eastbound and westbound direction • Three lanes in each direction on Main Street, with one additional left-turn lane and one additional right-turn lane in the northbound direction, and only one additional left-turn lane in the southbound direction. • On-street parking permited on both sides of Almond Avenue • On-street parking prohibited in both directions on Main Street

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Almond Avenue at Main Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 243
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
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: 1 3 1 1 3 0 1 1 0 1 1 0 0 0 0 0
7:00 AM 5 93 7 3 178 7 7 7 16 8 2 3 336 1 0 0 0 1
7:15 AM 3 121 11 6 282 5 3 10 12 11 1 13 478 1 0 0 0 1
7:30 AM 5 166 12 15 307 4 9 22 21 11 2 6 580 5 2 0 0 7
7:45 AM 7 180 28 24 380 6 10 46 15 18 25 26 765 3 1 0 0 4 8:00 AM 9 136 10 8 325 13 12 21 18 26 25 24 627 7 1 0 0 8 8:15 AM 9 153 3 4 311 11 9 7 18 22 9 15 571 5 0 0 0 5
VOLUMES 38 849 71 60 1,783 46 50 113 100 96 64 87 3,383 22 4 0 0 26 APPROACH % 4% 87% 7% 3% 94% 2% 19% 43% 38% 39% 26% 35%
APP/DEPART 980 / 990 1,893 / 2,001 263 / 244 247 / 148 0

BEGIN PEAK HR
VOLUMES 30 635 53 51 1,323 34 40 96 72 77 61 71 2,567 20 4 0 0 APPROACH % 4% 86% 7% 4% 94% 2% 19% 46% 35% 37% 29% 34%
PEAK HR FACTOR 0.846 0.859 0.732 0.697 0.835
APP/DEPART 738 / 750 1,412 / 1,492 208 / 200 209 / 125 0 01:15 PM 8 247 12 7 253 13 10 13 17 12 3 17 612 8 1 0 0 9 1:30 PM 12 218 18 3 213 6 11 38 9 17 5 9 559 6 1 0 0 7
1:45 PM 5 264 21 9 205 6 13 12 11 7 10 13 576 2 0 0 0 2 2:00 PM 10 243 11 7 167 8 7 12 14 18 15 17 529 10 2 0 0 12 2:15 PM 6 277 16 7 210 7 8 13 7 20 13 13 597 4 2 0 0 6
2:30 PM 5 224 19 5 215 4 10 13 11 20 11 20 557 3 4 0 0 7 2:45 PM 11 254 20 4 253 13 8 9 7 18 9 11 617 5 0 0 0 5
3:00 PM 8 257 15 5 219 7 10 9 15 17 7 11 580 6 2 0 0 8
3:15 PM 15 301 18 13 229 6 5 9 8 11 12 15 642 10 0 0 0 10 3:30 PM 11 276 13 6 216 8 12 6 16 21 22 17 624 6 0 0 0 6 VOLUMES 91 2,561 163 66 2,180 78 94 134 115 161 107 143 5,965 60 12 0 0 72 APPROACH % 3% 89% 6% 3% 93% 3% 27% 39% 34% 39% 26% 35%
APP/DEPART 2,875 / 2,810 2,336 / 2,516 343 / 363 411 / 276 0

BEGIN PEAK HR
VOLUMES 45 1,088 66 28 917 34 35 33 46 67 50 54 2,492 27 2 0 0 APPROACH % 4% 89% 5% 3% 93% 3% 31% 29% 40% 39% 29% 32%
PEAK HR FACTOR 0.891 0.908 0.838 0.713 0.956
APP/DEPART 1,226 / 1,179 981 / 1,057 114 / 127 171 / 129 0 Main St

NORTH LEG
W Almond Ave WEST LEG EAST LEG W Almond Ave

SOUTH LEG
Main St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 2 1 6 10 1 2 1 4 8 0 0 0 2 2 0 0 0 0 0
7:15 AM 1 1 4 3 9 0 1 3 2 6 1 0 0 1 2 0 0 1 0 1
7:30 AM 3 6 0 2 11 2 1 0 0 3 1 2 0 2 5 0 3 0 0 3
7:45 AM 6 13 3 5 27 1 8 0 3 12 1 1 2 0 4 4 4 1 2 11
8:00 AM 3 14 2 7 26 1 10 1 5 17 1 0 0 2 3 1 4 1 0 6
8:15 AM 0 2 0 4 6 0 1 0 2 3 0 0 0 2 2 0 1 0 0 1
TOTAL 14 38 10 27 89 5 23 5 16 49 4 3 2 9 18 5 12 3 2 22 1:15 PM 4 3 3 3 13 1 2 2 3 8 2 1 1 0 4 1 0 0 0 1
1:30 PM 3 5 2 20 30 2 4 2 7 15 0 0 0 2 2 1 1 0 11 13
1:45 PM 1 2 1 5 9 1 0 0 5 6 0 2 0 0 2 0 0 1 0 1
2:00 PM 0 10 0 4 14 0 9 0 3 12 0 0 0 0 0 0 1 0 1 2
2:15 PM 1 8 2 3 14 0 4 2 1 7 1 1 0 1 3 0 3 0 1 4
2:30 PM 0 8 0 7 15 0 3 0 1 4 0 1 0 3 4 0 4 0 3 7
2:45 PM 2 0 2 10 14 1 0 0 5 6 0 0 2 0 2 1 0 0 5 6
3:00 PM 1 4 2 6 13 0 2 2 2 6 1 1 0 4 6 0 1 0 0 1
3:15 PM 1 4 2 4 11 1 1 1 1 4 0 0 0 0 0 0 3 1 3 7
3:30 PM 1 6 1 6 14 1 3 1 5 10 0 0 0 0 0 0 3 0 1 4
TOTAL 14 50 15 68 147 7 28 10 33 78 4 6 3 10 23 3 16 2 25 46

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Main St
W Almond Ave

U-TURNS
Main St Main St W Almond Ave W Almond Ave
1 244
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
245
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
246
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: California Inspire Academy
Control Type: Signalized
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Collins Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? No
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Cambridge Street and Collins
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 12 School Pedestrians (E) from
7:30 AM to 8:30 AM
22 School Pedestrians (E) from
2:30 PM to 3:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
256 VPH in AM and 275 VPH in
PM for East Leg
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 legged intersection (no east leg)
• 1,100 feet from nearest controlled (signalized) intersection • Crosswalk only on south leg of intersection
• One lane in each direction on Quincy Avenue; on-street parking permitted in both directions • One lane in each direction on Shaffer Street; on-street parking permitted in both directions

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 247
T020624
DATE: LOCATION: PROJECT #: SC5170
Tue, Feb 4, 25 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
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: 1 1 0 1 1 1 1 2 0 1 2 0 0 0 0 0
7:00 AM 4 10 3 5 23 2 2 85 6 3 62 4 209 0 0 0 0 0
7:15 AM 6 16 5 9 43 10 7 83 8 9 77 7 280 0 0 0 0 0
7:30 AM 8 35 7 22 44 10 23 132 11 18 97 25 432 0 0 0 0 0 7:45 AM 15 50 19 17 43 22 44 149 6 23 143 43 574 0 0 0 0 0 8:00 AM 11 40 7 25 69 23 34 99 10 27 152 58 555 0 0 0 0 0 8:15 AM 7 35 10 13 55 18 11 103 12 16 143 10 433 0 0 0 0 0 VOLUMES 51 186 51 91 277 85 121 651 53 96 674 147 2,483 0 0 0 0 0 APPROACH % 18% 65% 18% 20% 61% 19% 15% 79% 6% 10% 74% 16% APP/DEPART 288 / 454 453 / 426 825 / 793 917 / 810 0

BEGIN PEAK HR
VOLUMES 41 160 43 77 211 73 112 483 39 84 535 136 1,994 0 0 0 0 APPROACH % 17% 66% 18% 21% 58% 20% 18% 76% 6% 11% 71% 18% PEAK HR FACTOR 0.726 0.771 0.796 0.796 0.868
APP/DEPART 244 / 408 361 / 334 634 / 603 755 / 649 0
01:30 PM 5 27 8 16 41 13 7 116 14 9 77 13 346 0 0 0 0 0 1:45 PM 9 29 9 23 35 18 11 131 13 9 103 17 407 0 0 0 0 0 2:00 PM 8 34 5 14 30 16 10 128 14 9 83 21 372 0 0 0 0 0 2:15 PM 11 54 10 16 30 11 25 123 8 15 97 39 439 0 0 0 0 0 2:30 PM 11 27 21 28 56 10 19 140 10 20 132 36 510 0 0 0 0 0 2:45 PM 10 50 18 27 46 12 17 160 17 13 119 24 513 0 0 0 0 0 3:00 PM 7 41 20 13 49 9 17 147 10 9 121 20 463 0 0 0 0 0 3:15 PM 15 43 17 21 51 9 4 163 10 12 132 30 507 0 0 0 0 0 3:30 PM 16 51 17 17 31 9 14 175 9 12 159 38 548 0 0 0 0 0 3:45 PM 19 60 15 18 44 20 11 162 11 11 140 38 549 0 0 0 0 0 VOLUMES 111 416 140 193 413 127 135 1,445 116 119 1,163 276 4,654 0 0 0 0 0 APPROACH % 17% 62% 21% 26% 56% 17% 8% 85% 7% 8% 75% 18% APP/DEPART 667 / 827 733 / 648 1,696 / 1,778 1,558 / 1,401 0

BEGIN PEAK HR
VOLUMES 57 195 69 69 175 47 46 647 40 44 552 126 2,067 0 0 0 0 APPROACH % 18% 61% 21% 24% 60% 16% 6% 88% 5% 6% 76% 17% PEAK HR FACTOR 0.854 0.887 0.926 0.864 0.941
APP/DEPART 321 / 367 291 / 259 733 / 785 722 / 656 0
N Cambridge St

NORTH LEG
E Collins Ave WEST LEG EAST LEG E Collins Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 1 0 0 2 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0
7:15 AM 2 1 3 0 6 0 1 2 0 3 2 0 0 0 2 0 0 1 0 1
7:30 AM 1 3 2 0 6 0 1 0 0 1 1 1 0 0 2 0 1 2 0 3
7:45 AM 2 1 7 1 11 0 1 1 0 2 0 0 1 1 2 2 0 5 0 7
8:00 AM 3 0 3 3 9 0 0 0 0 0 0 0 0 0 0 3 0 3 3 9
8:15 AM 1 5 6 1 13 0 1 1 0 2 0 1 3 0 4 1 3 2 1 7
TOTAL 10 11 21 5 47 0 5 4 0 9 4 2 4 1 11 6 4 13 4 27
1:30 PM 2 0 0 0 2 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0
1:45 PM 5 0 3 2 10 0 0 2 2 4 5 0 0 0 5 0 0 1 0 1
2:00 PM 2 3 0 0 5 0 2 0 0 2 2 1 0 0 3 0 0 0 0 0
2:15 PM 4 5 6 0 15 1 2 2 0 5 1 0 1 0 2 2 3 3 0 8
2:30 PM 15 10 17 3 45 2 1 1 1 5 1 2 1 1 5 12 7 15 1 35
2:45 PM 9 5 13 4 31 1 2 5 1 9 1 2 1 0 4 7 1 7 3 18
3:00 PM 2 2 1 2 7 1 0 0 0 1 1 2 1 2 6 0 0 0 0 0
3:15 PM 1 0 3 15 19 0 0 2 0 2 1 0 1 0 2 0 0 0 15 15
3:30 PM 4 2 4 13 23 2 0 1 2 5 2 2 1 0 5 0 0 2 11 13
3:45 PM 2 1 6 8 17 0 1 0 1 2 2 0 0 0 2 0 0 6 7 13
TOTAL 46 28 53 47 174 7 8 13 7 35 18 9 6 3 36 21 11 34 37 103

U-TURNS
N Cambridge St N Cambridge St E Collins Ave E Collins Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Cambridge St
E Collins Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED AM PM AM
7:30 AM PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
248
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
249
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
250
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: California Inspire Academy
Control Type: Signalized
Major Street: Cambridge Street Critical Approach Speed: 35 mph Minor Street: Katella Avenue Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Cambridge Street and Katella
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrian from 7:00
AM - 8:00 AM
2 School Pedestrians from 1:30
PM - 2:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
All under 300 Per leg No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
Observation No
Observations
• Speed limit 35 mph on Cambridge Street north of Katella Avenue • Speed limit 25 mph on Cambridge Street south of Katella Avenue • Three lanes in each direction on Katella, with one additional left-turn lane in both the westbound and eastbound direction • Three total lanes in each direction on Cambridge Street, with one bike lane striped between the through lane and right-turn lane on both sides
• On-street parking prohibited on all directions at the intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
Observation No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cambridge Street at Katella Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 251
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 8
EAST & WEST: CONTROL: SIGNAL
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: 1 1 1 1 1 1 1 3 0 1 3 0 0 0 0 0
7:00 AM 7 13 9 14 22 9 3 149 6 5 190 22 449 0 0 0 0 0
7:15 AM 8 18 12 32 35 24 7 157 10 16 246 17 582 0 0 0 0 0 7:30 AM 15 25 19 27 40 25 12 215 23 10 240 19 670 0 0 0 0 0 7:45 AM 32 43 30 47 63 25 13 187 28 13 303 46 830 0 0 1 0 1 8:00 AM 37 41 40 40 51 27 11 193 13 18 294 37 802 0 0 0 0 0 8:15 AM 15 26 17 23 46 24 5 189 5 12 334 23 719 0 0 1 1 2 VOLUMES 114 166 127 183 257 134 51 1,090 85 74 1,607 164 4,055 0 0 2 1 3 APPROACH % 28% 41% 31% 32% 45% 23% 4% 89% 7% 4% 87% 9%
APP/DEPART 407 / 381 574 / 416 1,228 / 1,401 1,846 / 1,857 0

BEGIN PEAK HR
VOLUMES 99 135 106 137 200 101 41 784 69 53 1,171 125 3,024 0 0 2 1 APPROACH % 29% 40% 31% 31% 46% 23% 5% 88% 8% 4% 87% 9%
PEAK HR FACTOR 0.720 0.811 0.896 0.912 0.910
APP/DEPART 340 / 301 438 / 322 896 / 1,028 1,350 / 1,373 0 01:30 PM 7 17 21 27 34 13 10 272 19 22 247 22 711 0 0 1 1 2 1:45 PM 12 24 17 24 34 10 6 231 10 20 231 39 658 0 0 0 1 1 2:00 PM 15 46 21 28 27 19 10 258 16 26 227 52 745 0 0 1 0 1 2:15 PM 19 46 19 24 24 11 23 246 15 20 211 61 719 0 0 2 0 2 2:30 PM 27 46 25 41 49 23 10 255 10 18 220 59 783 0 0 0 0 0 2:45 PM 17 45 35 30 41 15 13 321 12 16 257 63 865 0 0 0 0 0 3:00 PM 16 50 24 31 52 29 18 254 11 16 287 44 832 0 0 0 0 0 3:15 PM 15 44 29 19 49 20 20 308 6 18 296 45 869 0 0 2 0 2 3:30 PM 33 45 16 27 32 24 25 372 11 28 327 47 987 0 0 0 0 0 3:45 PM 20 72 30 30 43 18 31 262 20 17 309 48 900 0 0 2 0 2 VOLUMES 181 435 237 281 385 182 166 2,779 130 201 2,612 480 8,079 0 0 8 2 10 APPROACH % 21% 51% 28% 33% 45% 21% 5% 90% 4% 6% 79% 15% APP/DEPART 853 / 1,081 848 / 716 3,083 / 3,299 3,295 / 2,983 0

BEGIN PEAK HR
VOLUMES 84 211 99 107 176 91 94 1,196 48 79 1,219 184 3,592 0 0 4 0 APPROACH % 21% 54% 25% 29% 47% 24% 7% 89% 4% 5% 82% 12% PEAK HR FACTOR 0.807 0.835 0.822 0.922 0.910
APP/DEPART 394 / 489 374 / 303 1,342 / 1,402 1,482 / 1,398 0 N Cambridge St

NORTH LEG
E Katella Ave WEST LEG EAST LEG E Katella Ave

SOUTH LEG
N Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 0 0 2 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0
7:15 AM 1 2 0 1 4 1 2 0 0 3 0 0 0 1 1 0 0 0 0 0
7:30 AM 1 1 1 1 4 1 0 1 0 2 0 1 0 1 2 0 0 0 0 0
7:45 AM 2 1 1 2 6 2 1 0 0 3 0 0 1 1 2 0 0 0 1 1
8:00 AM 0 2 1 2 5 0 1 0 0 1 0 1 1 2 4 0 0 0 0 0
8:15 AM 1 1 1 1 4 0 1 1 0 2 1 0 0 1 2 0 0 0 0 0
TOTAL 7 7 4 7 25 4 5 2 0 11 3 2 2 6 13 0 0 0 1 1
1:30 PM 5 2 2 0 9 2 2 2 0 6 1 0 0 0 1 2 0 0 0 2
1:45 PM 2 3 1 1 7 2 2 1 0 5 0 1 0 1 2 0 0 0 0 0
2:00 PM 1 2 2 2 7 1 2 1 2 6 0 0 1 0 1 0 0 0 0 0
2:15 PM 1 0 1 2 4 1 0 1 0 2 0 0 0 2 2 0 0 0 0 0
2:30 PM 0 3 1 4 8 0 1 1 2 4 0 2 0 2 4 0 0 0 0 0
2:45 PM 1 0 1 3 5 0 0 0 3 3 1 0 1 0 2 0 0 0 0 0
3:00 PM 3 0 0 4 7 2 0 0 1 3 1 0 0 2 3 0 0 0 1 1
3:15 PM 2 1 1 0 4 1 0 0 0 1 1 1 1 0 3 0 0 0 0 0
3:30 PM 0 2 1 0 3 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0
3:45 PM 3 1 1 1 6 2 0 0 0 2 1 1 1 1 4 0 0 0 0 0
TOTAL 18 14 11 17 60 11 9 7 8 35 5 5 4 8 22 2 0 0 1 3

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Cambridge St
E Katella Ave

U-TURNS
N Cambridge St N Cambridge St E Katella Ave E Katella Ave 1 252
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
253

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 254 California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Palmyra Elementary School
Control Type: Stop-Controlled
Major Street: Cambridge Street Critical Approach Speed: 25 mph Minor Street: Palmyra Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Cambridge Street and Palmyra
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 2 School Pedestrians (S) from
7:00 AM - 8:00 AM
4 School Pedestrians (W) from
2:00 PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• One lane in each direction on Palmyra Avenue
• One lane in each direction on Cambridge Street, in addition to one northbound right-turn lane • On-street parking allowed in both-directions on Palmyra Avenue and Cambridge Street • Red curb prohibiting parking from incoming traffic into intersection on east and south legs of the intersection • Bike lane dividing through and right turn lane on south leg (Cambridge Street) • Crosswalk on all four legs of the intersection

05.2 No

05.3 No
No
03 Neither road has 4 or more lanes No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Cambridge Street at Palmyra Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 255
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 9
EAST & WEST: CONTROL: STOP ALL
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: 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 1 21 6 4 49 2 1 2 4 6 0 4 100 0 0 0 0 0
7:15 AM 2 41 10 6 65 0 2 8 4 6 5 9 158 0 0 0 0 0
7:30 AM 5 52 22 11 92 0 2 17 3 21 11 28 264 0 0 0 0 0
7:45 AM 5 74 12 6 74 0 7 12 2 26 28 29 275 0 0 0 0 0
8:00 AM 20 67 8 2 90 0 6 10 16 12 18 10 259 0 0 0 0 0
8:15 AM 3 60 6 3 78 0 1 2 4 17 6 5 185 0 0 0 0 0
VOLUMES 36 315 64 32 448 2 19 51 33 88 68 85 1,241 0 0 0 0 0 APPROACH % 9% 76% 15% 7% 93% 0% 18% 50% 32% 37% 28% 35% APP/DEPART 415 / 419 482 / 569 103 / 147 241 / 106 0

BEGIN PEAK HR
VOLUMES 33 253 48 22 334 0 16 41 25 76 63 72 983 0 0 0 0 APPROACH % 10% 76% 14% 6% 94% 0% 20% 50% 30% 36% 30% 34% PEAK HR FACTOR 0.879 0.864 0.641 0.636 0.894
APP/DEPART 334 / 341 356 / 435 82 / 111 211 / 96 0
01:30 PM 1 49 11 2 54 0 2 4 1 7 6 8 145 0 0 0 0 0
1:45 PM 1 63 14 8 31 6 5 7 1 6 7 2 151 0 0 0 0 0
2:00 PM 2 58 9 10 55 4 3 8 3 10 7 16 185 0 0 0 0 0
2:15 PM 2 59 8 5 51 2 6 6 3 24 15 16 197 0 0 0 0 0
2:30 PM 9 74 9 3 52 4 1 5 1 8 15 11 192 0 0 0 0 0
2:45 PM 13 73 9 8 85 2 2 7 1 11 15 3 229 0 0 0 0 0
3:00 PM 7 81 14 8 49 6 9 13 13 18 10 8 236 0 0 0 0 0
3:15 PM 3 92 14 7 62 6 3 13 2 20 19 7 248 0 0 0 0 0
3:30 PM 2 80 15 3 61 2 1 2 0 13 10 5 194 0 0 0 0 0
3:45 PM 2 88 10 5 79 2 1 2 2 16 12 18 237 0 0 0 0 0
VOLUMES 42 717 113 59 579 34 33 67 27 133 116 94 2,014 0 0 0 0 0 APPROACH % 5% 82% 13% 9% 86% 5% 26% 53% 21% 39% 34% 27% APP/DEPART 872 / 844 672 / 739 127 / 239 343 / 192 0

BEGIN PEAK HR
VOLUMES 14 341 53 23 251 16 14 30 17 67 51 38 915 0 0 0 0 APPROACH % 3% 84% 13% 8% 87% 6% 23% 49% 28% 43% 33% 24% PEAK HR FACTOR 0.936 0.843 0.436 0.848 0.922
APP/DEPART 408 / 393 290 / 335 61 / 106 156 / 81 0
S Cambridge St

NORTH LEG
E Palmyra Ave WEST LEG EAST LEG E Palmyra Ave

SOUTH LEG
S Cambridge St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 1 1 3 1 0 0 0 1 0 0 1 1 2 0 0 0 0 0
7:15 AM 2 5 0 1 8 2 3 0 1 6 0 0 0 0 0 0 2 0 0 2
7:30 AM 5 2 1 2 10 4 2 0 1 7 1 0 1 1 3 0 0 0 0 0
7:45 AM 4 4 7 1 16 4 4 4 1 13 0 0 2 0 2 0 0 1 0 1
8:00 AM 4 3 3 2 12 3 3 1 2 9 1 0 2 0 3 0 0 0 0 0
8:15 AM 0 1 4 3 8 0 1 2 1 4 0 0 2 2 4 0 0 0 0 0
TOTAL 16 15 16 10 57 14 13 7 6 40 2 0 8 4 14 0 2 1 0 3
1:30 PM 0 1 1 2 4 0 1 1 1 3 0 0 0 1 1 0 0 0 0 0
1:45 PM 2 5 3 2 12 1 3 1 1 6 1 1 2 1 5 0 1 0 0 1
2:00 PM 2 3 1 1 7 2 1 0 1 4 0 0 1 0 1 0 2 0 0 2
2:15 PM 7 2 0 3 12 3 1 0 1 5 1 1 0 0 2 3 0 0 2 5
2:30 PM 0 2 1 1 4 0 1 1 1 3 0 0 0 0 0 0 1 0 0 1
2:45 PM 2 2 3 6 13 2 2 1 4 9 0 0 2 0 2 0 0 0 2 2
3:00 PM 0 2 5 2 9 0 2 3 0 5 0 0 2 2 4 0 0 0 0 0
3:15 PM 3 2 4 4 13 3 1 3 0 7 0 1 1 4 6 0 0 0 0 0
3:30 PM 1 0 1 2 4 1 0 0 2 3 0 0 0 0 0 0 0 1 0 1
3:45 PM 2 0 4 2 8 2 0 3 1 6 0 0 1 1 2 0 0 0 0 0
TOTAL 19 19 23 25 86 14 12 13 12 51 2 3 9 9 23 3 4 1 4 12

U-TURNS
S Cambridge St S Cambridge St E Palmyra Ave E Palmyra Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S Cambridge St
E Palmyra Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 256
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
257
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
258
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Chapman Hills Elementary
Control Type: Signalized
Major Street: Canyon View Avenue Critical Approach Speed: 40 mph Minor Street: Aspen Street Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Canyon View Avenue and Aspen
Street are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 5 School Pedestrians from 7:15
AM - 8:15 AM
4 School Pedestrians from 1:45
PM - 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
144 VPH AM (W) and 120 VPH
PM (W)
No
(b) Where justified through analysis of the operations of the intersection Observations No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two striped lanes in each direction on Canyon View Avenue with one additional left-turn lane in each direction; on-street parking is prohibited on both sides
• One unstriped lane in each direction on Aspen Street; on-street parking is permitted on both sides • South leg of intersection on Aspen Street leads to residential neighborhood • Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Canyon View Avenue at Aspen Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 259
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 13
EAST & WEST: CONTROL: SIGNAL
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: 0 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 8 0 0 0 0 9 7 76 6 0 12 3 121 0 0 0 0 0
7:15 AM 13 0 2 0 0 2 6 85 6 0 18 2 134 0 0 0 0 0
7:30 AM 9 0 4 0 0 1 10 79 0 0 40 0 143 0 0 0 0 0
7:45 AM 10 1 3 2 2 21 52 88 2 0 45 10 236 0 0 0 0 0
8:00 AM 10 2 0 28 2 67 71 80 3 1 32 31 327 0 0 0 0 0
8:15 AM 8 1 0 6 0 9 6 94 6 0 38 1 169 0 0 0 0 0
VOLUMES 58 4 9 36 4 109 152 502 23 1 185 47 1,130 0 0 0 0 0 APPROACH % 82% 6% 13% 24% 3% 73% 22% 74% 3% 0% 79% 20%
APP/DEPART 71 / 203 149 / 28 677 / 547 233 / 352 0

BEGIN PEAK HR
VOLUMES 37 4 7 36 4 98 139 341 11 1 155 42 875 0 0 0 0
APPROACH % 77% 8% 15% 26% 3% 71% 28% 69% 2% 1% 78% 21%
PEAK HR FACTOR 0.857 0.356 0.797 0.773 0.669
APP/DEPART 48 / 185 138 / 16 491 / 384 198 / 290 0
01:30 PM 6 0 1 0 0 1 3 23 7 1 30 3 75 0 0 0 0 0
1:45 PM 6 1 0 0 0 1 11 34 3 1 44 11 112 0 0 0 0 0
2:00 PM 8 0 1 8 0 10 16 28 7 0 33 5 116 0 0 0 0 0
2:15 PM 1 2 0 2 0 2 29 32 3 2 47 5 125 0 0 0 0 0
2:30 PM 9 0 3 9 3 63 15 40 7 3 29 7 188 0 0 0 0 0
2:45 PM 6 0 1 1 0 11 5 38 6 2 49 2 121 0 0 1 0 1
3:00 PM 9 0 0 2 0 10 4 30 4 2 46 2 109 0 0 1 0 1
3:15 PM 10 0 3 5 0 13 7 38 7 1 72 4 160 0 0 0 0 0
3:30 PM 7 0 0 3 1 9 6 28 4 2 100 4 164 0 0 0 0 0
3:45 PM 7 0 0 1 0 10 7 36 14 2 96 2 175 0 0 0 0 0
VOLUMES 69 3 9 31 4 130 103 327 62 16 546 45 1,347 0 0 2 0 2 APPROACH % 85% 4% 11% 19% 2% 79% 21% 66% 13% 3% 90% 7%
APP/DEPART 81 / 151 165 / 82 494 / 367 607 / 747 0

BEGIN PEAK HR
VOLUMES 33 0 3 11 1 42 24 132 29 7 314 12 609 0 0 1 0
APPROACH % 92% 0% 8% 20% 2% 78% 13% 71% 16% 2% 94% 4%
PEAK HR FACTOR 0.692 0.750 0.816 0.785 0.870
APP/DEPART 36 / 36 54 / 37 186 / 146 333 / 390 0
Aspen St

NORTH LEG
Canyon View Ave WEST LEG EAST LEG Canyon View Ave

SOUTH LEG
Aspen St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 6 0 1 1 8 6 0 1 1 8 0 0 0 0 0 0 0 0 0 0
7:15 AM 1 0 0 1 2 0 0 0 0 0 1 0 0 1 2 0 0 0 0 0
7:30 AM 1 1 0 3 5 1 0 0 1 2 0 1 0 2 3 0 0 0 0 0
7:45 AM 2 1 1 4 8 2 1 1 3 7 0 0 0 0 0 0 0 0 1 1
8:00 AM 1 1 1 8 11 1 0 1 3 5 0 1 0 1 2 0 0 0 4 4
8:15 AM 5 0 0 1 6 5 0 0 1 6 0 0 0 0 0 0 0 0 0 0
TOTAL 16 3 3 18 40 15 1 3 9 28 1 2 0 4 7 0 0 0 5 5
1:30 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0
1:45 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 2 1 0 1 4 2 0 0 1 3 0 1 0 0 1 0 0 0 0 0
2:30 PM 1 0 0 5 6 0 0 0 1 1 1 0 0 0 1 0 0 0 4 4
2:45 PM 1 0 1 1 3 1 0 1 1 3 0 0 0 0 0 0 0 0 0 0
3:00 PM 2 2 0 0 4 2 2 0 0 4 0 0 0 0 0 0 0 0 0 0
3:15 PM 1 0 1 0 2 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0
3:30 PM 5 1 0 0 6 4 0 0 0 4 1 1 0 0 2 0 0 0 0 0
3:45 PM 3 3 0 0 6 3 3 0 0 6 0 0 0 0 0 0 0 0 0 0
TOTAL 15 7 3 8 33 13 5 3 4 25 2 2 0 0 4 0 0 0 4 4

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Aspen St
Canyon View Ave

U-TURNS
Aspen St Aspen St Canyon View Ave Canyon View Ave
1 260
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
261
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
262
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Jordan Elementary School
Control Type: Uncontrolled
Major Street: Esplanade Street Critical Approach Speed: 45 mph Minor Street: Jordan Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Esplanade Street and Jordan
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 3 School Pedestrians from 7:15
AM - 8:15 AM
12 School Pedestrians from 3:15
PM - 4:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
All-Way Stop 500 feet North No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or N/A No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 3 legged intersection (no west leg)
• Two lanes in each direction on Esplanade Street; ~60 feet in width total • One unstriped lane in each direction on Jordan Avenue • One crosswalk on the north leg only
• Stop-controlled on the West leg
• On-street parking permitted in both directions on Esplanade Street and Jordan Avenue

05.2 No

05.3 No
No
03 Undivided and 4 lanes;
772 VPH (Intersection TMC)
from 7:30 AM to 8:30 AM
709 VPH (North Leg) from 7:30
AM to 8:30 AM
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Esplanade Street at Jordan Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 263
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 14
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: X 2 0 0 2 X X X X 0 X 0 0 0 0 0
7:00 AM 0 9 2 4 47 0 0 0 0 1 0 11 74 0 0 0 0 0
7:15 AM 0 14 5 9 41 0 0 0 0 1 0 5 75 0 0 0 0 0
7:30 AM 0 23 6 18 47 0 0 0 0 2 0 21 117 0 0 0 0 0
7:45 AM 0 36 8 30 71 0 0 0 0 5 0 23 173 0 0 0 0 0
8:00 AM 0 45 12 62 71 0 0 0 0 14 0 83 287 0 0 0 0 0
8:15 AM 0 48 7 11 63 0 0 0 0 9 0 57 195 0 0 0 0 0
VOLUMES 0 175 40 134 340 0 0 0 0 32 0 200 921 0 0 0 0 0 APPROACH % 0% 81% 19% 28% 72% 0% 0% 0% 0% 14% 0% 86%
APP/DEPART 215 / 375 474 / 372 0 / 174 232 / 0 0

BEGIN PEAK HR
VOLUMES 0 152 33 121 252 0 0 0 0 30 0 184 772 0 0 0 0
APPROACH % 0% 82% 18% 32% 68% 0% 0% 0% 0% 14% 0% 86%
PEAK HR FACTOR 0.811 0.701 0.000 0.552 0.672
APP/DEPART 185 / 336 373 / 282 0 / 154 214 / 0 0
01:45 PM 0 19 9 11 30 0 0 0 0 4 0 11 84 0 0 0 0 0
2:00 PM 0 27 5 21 30 0 0 0 0 2 0 9 94 0 0 0 0 0
2:15 PM 0 38 11 23 42 0 0 0 0 10 0 26 150 0 0 0 0 0
2:30 PM 0 24 6 22 48 0 0 0 0 4 0 28 132 0 0 0 0 0
2:45 PM 0 43 3 19 48 0 0 0 0 5 0 47 165 0 0 0 0 0
3:00 PM 0 43 6 8 38 0 0 0 0 3 0 27 125 0 0 0 0 0
3:15 PM 0 40 0 6 35 0 0 0 0 2 0 14 97 0 0 0 0 0
3:30 PM 0 42 3 9 38 0 0 0 0 2 0 9 103 0 0 0 0 0
3:45 PM 0 41 2 10 27 0 0 0 0 4 0 11 95 0 0 0 0 0
4:00 PM 0 36 3 12 35 0 0 0 0 8 0 19 113 0 0 0 0 0
VOLUMES 0 353 48 141 371 0 0 0 0 44 0 201 1,158 0 0 0 0 0 APPROACH % 0% 88% 12% 28% 72% 0% 0% 0% 0% 18% 0% 82%
APP/DEPART 401 / 554 512 / 415 0 / 189 245 / 0 0

BEGIN PEAK HR
VOLUMES 0 148 26 72 176 0 0 0 0 22 0 128 572 0 0 0 0
APPROACH % 0% 85% 15% 29% 71% 0% 0% 0% 0% 15% 0% 85%
PEAK HR FACTOR 0.888 0.886 0.000 0.721 0.867
APP/DEPART 174 / 276 248 / 198 0 / 98 150 / 0 0
S Esplanade St

NORTH LEG
E Jordan Ave WEST LEG EAST LEG E Jordan Ave

SOUTH LEG
S Esplanade St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0
8:00 AM 6 0 0 0 6 3 0 0 0 3 0 0 0 0 0 3 0 0 0 3
8:15 AM 2 0 4 0 6 2 0 4 0 6 0 0 0 0 0 0 0 0 0 0
TOTAL 9 0 4 1 14 5 0 4 0 9 1 0 0 1 2 3 0 0 0 3
1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0
2:30 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0
2:45 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 13 0 1 0 14 0 0 0 0 0 1 0 1 0 2 12 0 0 0 12
TOTAL 19 0 1 0 20 5 0 0 0 5 2 0 1 0 3 12 0 0 0 12

U-TURNS
S Esplanade St S Esplanade St E Jordan Ave E Jordan Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S Esplanade St
E Jordan Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 264
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
265
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
266
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Fletcher Gate Academy
Control Type: Signalized
Major Street: Fletcher Avenue Critical Approach Speed: 25 mph Minor Street: Batavia Street Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Fletcher Avenue and Batavia
Street are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 7 School Pedestrians from 7:15
AM - 8:15 AM
13 School Pedestrians from 1:45
PM - 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest alternate controlled
crossing is 1,000 feet away
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
116 VPH AM (N) from 98 VPH
PM (N)
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two lanes in each direction on Batavia, with one additional left-turn lane in both directions • One lane in each direction on the west leg of Fletcher and four total lanes on the east leg of Fletcher • Center median on Fletcher Avenue west of Batavia Street, TWLTL east of Batavia Street

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Fletcher Avenue at Batavia Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 267
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 16
EAST & WEST: CONTROL: SIGNAL
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: 1 2 0 1 2 0 0 1 0 1 1 1 0 0 0 0
7:00 AM 2 36 7 13 144 2 1 1 12 19 1 3 241 0 0 0 0 0
7:15 AM 0 39 11 12 186 1 7 3 5 12 0 9 285 0 0 0 0 0
7:30 AM 0 54 14 14 212 2 4 6 13 18 1 8 346 0 0 0 0 0
7:45 AM 2 55 14 30 225 1 3 6 5 26 0 19 386 0 0 0 0 0
8:00 AM 1 56 20 40 205 2 7 10 2 45 5 52 445 0 0 0 0 0
8:15 AM 4 53 9 9 197 2 4 3 6 26 3 19 335 0 0 0 0 0
VOLUMES 9 293 75 118 1,169 10 26 29 43 146 10 110 2,038 0 0 0 0 0 APPROACH % 2% 78% 20% 9% 90% 1% 27% 30% 44% 55% 4% 41%
APP/DEPART 377 / 429 1,297 / 1,358 98 / 222 266 / 29 0

BEGIN PEAK HR
VOLUMES 7 218 57 93 839 7 18 25 26 115 9 98 1,512 0 0 0 0 APPROACH % 2% 77% 20% 10% 89% 1% 26% 36% 38% 52% 4% 44% PEAK HR FACTOR 0.916 0.917 0.750 0.544 0.849
APP/DEPART 282 / 334 939 / 980 69 / 175 222 / 23 0
01:45 PM 4 74 13 11 67 1 3 3 2 8 3 10 199 0 0 0 0 0
2:00 PM 1 107 9 16 62 1 2 3 2 5 4 5 217 0 0 0 0 0
2:15 PM 5 71 21 10 73 4 5 3 6 9 5 13 225 1 0 0 0 1
2:30 PM 3 146 16 15 83 1 2 6 2 28 2 51 355 0 0 0 0 0
2:45 PM 3 131 14 15 85 2 4 2 4 23 6 32 321 0 0 0 0 0
3:00 PM 5 152 15 6 94 3 5 1 1 12 0 27 321 0 0 0 0 0
3:15 PM 5 147 6 17 99 2 3 1 3 13 5 21 322 0 0 0 0 0
3:30 PM 4 215 16 10 89 4 3 2 2 17 9 36 407 0 0 0 0 0
3:45 PM 1 169 19 14 89 1 4 3 2 12 5 22 341 0 0 0 0 0
4:00 PM 4 211 10 12 94 2 0 3 3 15 6 32 392 0 0 0 0 0
VOLUMES 35 1,423 139 126 835 21 31 27 27 142 45 249 3,101 1 0 0 0 1 APPROACH % 2% 89% 9% 13% 85% 2% 36% 32% 32% 33% 10% 57% APP/DEPART 1,598 / 1,703 982 / 1,005 85 / 292 436 / 101 0

BEGIN PEAK HR
VOLUMES 14 742 51 53 371 9 10 9 10 57 25 111 1,462 0 0 0 0 APPROACH % 2% 92% 6% 12% 86% 2% 34% 31% 34% 30% 13% 58% PEAK HR FACTOR 0.859 0.917 0.806 0.778 0.898
APP/DEPART 807 / 863 433 / 438 29 / 113 193 / 48 0
N Batavia St

NORTH LEG
W Fletcher Ave WEST LEG EAST LEG W Fletcher Ave

SOUTH LEG
N Batavia St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 2 2 2 6 0 0 2 0 2 0 2 0 2 4 0 0 0 0 0
7:15 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0
7:30 AM 1 0 0 1 2 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0
7:45 AM 7 1 0 1 9 1 0 0 0 1 0 1 0 1 2 6 0 0 0 6
8:00 AM 5 1 1 1 8 4 1 1 0 6 0 0 0 1 1 1 0 0 0 1
8:15 AM 1 0 2 0 3 1 0 2 0 3 0 0 0 0 0 0 0 0 0 0
TOTAL 14 4 6 5 29 7 1 6 1 15 0 3 0 4 7 7 0 0 0 7
1:45 PM 0 3 0 1 4 0 1 0 0 1 0 2 0 1 3 0 0 0 0 0
2:00 PM 2 0 0 1 3 2 0 0 0 2 0 0 0 1 1 0 0 0 0 0
2:15 PM 5 0 2 3 10 4 0 0 0 4 1 0 2 3 6 0 0 0 0 0
2:30 PM 17 2 0 5 24 4 2 0 0 6 0 0 0 5 5 13 0 0 0 13
2:45 PM 0 2 1 1 4 0 2 0 0 2 0 0 1 1 2 0 0 0 0 0
3:00 PM 1 0 2 1 4 1 0 2 0 3 0 0 0 1 1 0 0 0 0 0
3:15 PM 1 1 1 4 7 1 1 0 1 3 0 0 1 3 4 0 0 0 0 0
3:30 PM 0 1 5 0 6 0 0 4 0 4 0 1 0 0 1 0 0 1 0 1
3:45 PM 1 1 2 1 5 0 0 1 0 1 1 1 1 1 4 0 0 0 0 0
4:00 PM 1 0 3 3 7 0 0 1 2 3 1 0 0 1 2 0 0 2 0 2
TOTAL 28 10 16 20 74 12 6 8 3 29 3 4 5 17 29 13 0 3 0 16

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Batavia St
W Fletcher Ave

U-TURNS
N Batavia St N Batavia St W Fletcher Ave W Fletcher Ave 1 268
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
269
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians *Right Turn Overlap Movements 270
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Holy Family School
Control Type: Signalized
Major Street: Glassell Street Critical Approach Speed: 35 mph Minor Street: La Veta Avenue Critical Approach Speed: 30 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Glassell Street and La Veta
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 7 School Pedestrians from 7:00
AM - 8:00 AM
11 School Pedestrians from 2:30
PM - 3:30 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
426 VPH AM and 336 VPH PM
(West Leg)
Yes
(b) Where justified through analysis of the operations of the intersection Observations No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 5 total lanes on the west leg of the intersection on La Veta Avenue and 4 total lanes on the east leg • On-street parking prohibited on La Veta Avenue near the intersection • 4 total lanes on the north leg of the intersection on Glassell Street and 6 total lanes on the south leg • On-street parking prohibited on Glassell Street near the intersection • Crosswalk on all four legs of the intersection

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 271
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 17
EAST & WEST: CONTROL: SIGNAL
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: 2 1 1 1 2 0 1 1 1 1 2 0 0 0 0 0
7:00 AM 20 68 20 0 75 6 6 16 81 41 31 2 366 0 0 0 0 0
7:15 AM 30 67 21 3 134 7 1 37 80 45 49 0 474 0 0 0 0 0
7:30 AM 50 94 30 1 132 11 10 56 116 54 63 1 618 0 0 0 0 0 7:45 AM 57 108 50 5 135 8 18 76 117 57 65 2 698 0 0 0 0 0 8:00 AM 51 135 65 4 99 15 9 51 80 47 56 1 613 0 0 0 0 0 8:15 AM 53 135 36 3 107 12 12 37 62 49 65 2 573 0 0 0 0 0 VOLUMES 261 607 222 16 682 59 56 273 536 293 329 8 3,342 0 0 0 0 0 APPROACH % 24% 56% 20% 2% 90% 8% 6% 32% 62% 47% 52% 1%
APP/DEPART 1,090 / 671 757 / 1,511 865 / 511 630 / 649 0

BEGIN PEAK HR
VOLUMES 211 472 181 13 473 46 49 220 375 207 249 6 2,502 0 0 0 0 APPROACH % 24% 55% 21% 2% 89% 9% 8% 34% 58% 45% 54% 1%
PEAK HR FACTOR 0.861 0.899 0.763 0.931 0.896
APP/DEPART 864 / 527 532 / 1,055 644 / 414 462 / 506 0
02:15 PM 61 100 36 3 108 11 14 46 60 25 53 1 518 0 0 0 0 0 2:30 PM 77 112 40 7 112 4 11 50 86 31 40 1 571 0 0 0 0 0 2:45 PM 62 120 66 0 100 9 26 67 82 45 60 0 637 0 0 0 0 0 3:00 PM 70 114 43 4 116 8 22 64 88 44 63 3 639 0 0 0 0 0 3:15 PM 81 124 46 5 87 11 12 53 78 34 71 4 606 1 0 0 0 1 3:30 PM 82 121 46 3 83 8 12 76 71 26 48 8 584 0 0 0 0 0 3:45 PM 66 121 50 1 97 12 14 56 91 36 64 2 610 0 0 0 0 0 4:00 PM 86 118 37 5 110 5 18 56 81 42 67 2 627 0 0 0 0 0 4:15 PM 90 116 39 6 111 8 25 57 87 26 81 1 647 0 0 0 0 0 4:30 PM 91 113 43 3 99 13 20 65 86 47 91 2 673 2 0 0 0 2 VOLUMES 766 1,159 446 37 1,023 89 174 590 810 356 638 24 6,115 3 0 0 0 3 APPROACH % 32% 49% 19% 3% 89% 8% 11% 37% 51% 35% 63% 2% APP/DEPART 2,374 / 1,357 1,149 / 2,192 1,574 / 1,073 1,018 / 1,493 0

BEGIN PEAK HR
VOLUMES 333 468 169 15 417 38 77 234 345 151 303 7 2,559 2 0 0 0 APPROACH % 34% 48% 17% 3% 89% 8% 12% 36% 53% 33% 66% 2% PEAK HR FACTOR 0.976 0.940 0.959 0.823 0.948
APP/DEPART 972 / 552 470 / 915 656 / 418 461 / 674 0
Glassell St

NORTH LEG
W La Veta Ave WEST LEG EAST LEG E La Veta Ave

SOUTH LEG
Glassell St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 6 1 4 4 15 1 0 1 0 2 2 0 3 2 7 3 1 0 2 6
7:15 AM 0 0 0 3 3 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0
7:30 AM 0 4 1 4 9 0 3 0 2 5 0 1 1 1 3 0 0 0 1 1
7:45 AM 2 5 1 1 9 1 2 1 1 5 1 3 0 0 4 0 0 0 0 0
8:00 AM 4 2 2 4 12 1 1 1 2 5 1 1 0 2 4 2 0 1 0 3
8:15 AM 2 1 0 1 4 2 1 0 1 4 0 0 0 0 0 0 0 0 0 0
TOTAL 14 13 8 17 52 5 7 3 8 23 4 5 4 6 19 5 1 1 3 10
2:15 PM 3 0 4 2 9 3 0 1 2 6 0 0 3 0 3 0 0 0 0 0
2:30 PM 5 1 1 5 12 5 0 1 4 10 0 0 0 1 1 0 1 0 0 1
2:45 PM 6 2 3 20 31 5 1 2 5 13 0 1 1 5 7 1 0 0 10 11
3:00 PM 2 3 2 2 9 0 0 0 1 1 0 2 2 1 5 2 1 0 0 3
3:15 PM 1 0 2 2 5 0 0 1 0 1 1 0 1 1 3 0 0 0 1 1
3:30 PM 3 0 1 4 8 2 0 1 2 5 1 0 0 2 3 0 0 0 0 0
3:45 PM 5 0 6 2 13 5 0 5 1 11 0 0 0 1 1 0 0 1 0 1
4:00 PM 5 4 3 0 12 2 0 0 0 2 1 0 2 0 3 2 4 1 0 7
4:15 PM 4 3 6 3 16 4 2 5 1 12 0 0 1 2 3 0 1 0 0 1
4:30 PM 3 0 3 8 14 2 0 2 6 10 1 0 1 1 3 0 0 0 1 1
TOTAL 37 13 31 48 129 28 3 18 22 71 4 3 11 14 32 5 7 2 12 26

U-TURNS
Glassell St Glassell St W La Veta Ave E La Veta Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Glassell St
La Veta Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 272
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
273
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
274
California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: California Inspire Academy
Control Type: Signalized
Major Street: Glassell Street Critical Approach Speed: 35 mph Minor Street: Wilson Avenue / Adams Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Glassell Street and Wilson
Avenue / Adams Avenue are
public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 16 School Pedestrians (S) from
7:00 AM - 8:00 AM
24 School Pedestrians (S) from
2:00 PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
None met No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• Offset Left-Right T-intersection connecting Wilson Avenue (west leg) and Adams Avenue (east leg) • One lane in each direction on the east leg of the intersection (Adams Ave); on-street parking is permitted on both sides • One lane in each direction on the west leg of the intersection (Wilson Ave); on-street parking is permitted on both sides • Two lanes in each direction on Glassell Street, with one additional left-turn lane in both directions • On-street parking is permitted on both sides of Glassell Street; red curb striping prohibiting parking approaching the intersection • Crosswalk on west, and east leg of intersection, and one crosswalk in between the east and west legs

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
Observation No
Warrant must meet the requirements of at least one criteria to be satisfied 275
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 18
EAST & WEST: CONTROL: SIGNAL
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: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 1 63 0 0 93 1 10 0 3 0 0 0 171 0 0 0 0 0
7:15 AM 0 71 0 1 127 3 12 0 3 2 0 2 221 0 0 0 0 0
7:30 AM 0 99 0 2 160 1 19 2 4 1 0 0 288 0 0 0 0 0
7:45 AM 0 99 1 0 195 0 18 2 6 2 2 4 329 0 0 0 0 0
8:00 AM 2 92 1 0 204 1 5 3 11 5 1 2 327 0 0 0 0 0
8:15 AM 2 79 0 1 202 3 9 1 5 0 1 0 303 0 0 0 0 0
VOLUMES 5 503 2 4 981 9 73 8 32 10 4 8 1,639 0 0 0 0 0
APPROACH % 1% 99% 0% 0% 99% 1% 65% 7% 28% 45% 18% 36%
APP/DEPART 510 / 584 994 / 1,023 113 / 14 22 / 18 0

BEGIN PEAK HR
VOLUMES 4 369 2 3 761 5 51 8 26 8 4 6 1,247 0 0 0 0
APPROACH % 1% 98% 1% 0% 99% 1% 60% 9% 31% 44% 22% 33%
PEAK HR FACTOR 0.938 0.933 0.817 0.563 0.948
APP/DEPART 375 / 426 769 / 795 85 / 13 18 / 13 0
01:30 PM 0 101 2 1 110 3 9 1 1 1 0 1 230 0 0 0 0 0
1:45 PM 2 115 1 0 96 1 10 0 4 1 1 1 232 0 0 0 0 0
2:00 PM 1 104 1 2 133 2 11 1 7 0 2 1 265 0 0 0 0 0
2:15 PM 1 150 0 1 97 1 6 2 5 3 2 1 269 0 0 0 0 0
2:30 PM 0 141 2 1 131 2 8 3 3 2 3 3 299 0 0 0 0 0
2:45 PM 7 123 2 2 141 4 7 1 1 1 2 2 293 0 0 0 0 0
3:00 PM 3 124 1 0 153 9 7 0 1 1 0 4 303 0 0 0 0 0
3:15 PM 4 137 1 2 134 3 10 5 6 1 0 1 304 0 0 0 0 0
3:30 PM 2 151 1 3 153 3 17 2 9 0 2 2 345 1 0 0 0 1
3:45 PM 3 145 0 1 131 3 13 0 6 4 0 2 308 0 0 0 0 0
VOLUMES 23 1,291 11 13 1,279 31 98 15 43 14 12 18 2,849 1 0 0 0 1 APPROACH % 2% 97% 1% 1% 97% 2% 63% 10% 28% 32% 27% 41%
APP/DEPART 1,326 / 1,407 1,323 / 1,337 156 / 39 44 / 66 0

BEGIN PEAK HR
VOLUMES 12 557 3 6 571 18 47 7 22 6 2 9 1,261 1 0 0 0
APPROACH % 2% 97% 1% 1% 96% 3% 62% 9% 29% 35% 12% 53%
PEAK HR FACTOR 0.924 0.918 0.679 0.708 0.911
APP/DEPART 573 / 613 595 / 600 76 / 16 17 / 32 0
Glassell St

NORTH LEG
W Wilson Ave WEST LEG EAST LEG E Adams Ave

SOUTH LEG
Glassell St
N LEG Middle Xwalk E LEG W LEG TOTAL N LEG Middle Xwalk E LEG W LEG TOTAL NL Middle Xwalk EL WL TOTAL NL Middle Xwalk EL WL TOTAL 7:00 AM 0 2 2 7 11 0 0 1 3 4 0 1 0 0 1 0 1 1 4 6
7:15 AM 0 5 1 1 7 0 1 0 0 1 0 3 1 0 4 0 1 0 1 2
7:30 AM 0 11 0 3 14 0 0 0 0 0 0 2 0 0 2 0 9 0 3 12
7:45 AM 0 3 0 2 5 0 0 0 0 0 0 1 0 1 2 0 2 0 1 3
8:00 AM 0 6 1 3 10 0 1 1 0 2 0 1 0 1 2 0 4 0 2 6
8:15 AM 1 2 1 4 8 0 2 0 3 5 1 0 1 1 3 0 0 0 0 0
TOTAL 1 29 5 20 55 0 4 2 6 12 1 8 2 3 14 0 17 1 11 29
1:30 PM 0 7 1 8 16 0 5 1 2 8 0 2 0 6 8 0 0 0 0 0
1:45 PM 0 1 2 1 4 0 1 1 0 2 0 0 1 1 2 0 0 0 0 0
2:00 PM 0 12 5 1 18 0 6 3 1 10 0 1 1 0 2 0 5 1 0 6
2:15 PM 0 2 2 4 8 0 1 1 4 6 0 1 1 0 2 0 0 0 0 0
2:30 PM 0 14 3 12 29 0 5 2 5 12 0 0 1 1 2 0 9 0 6 15
2:45 PM 0 21 7 11 39 0 6 4 4 14 0 5 1 4 10 0 10 2 3 15
3:00 PM 0 11 9 12 32 0 6 9 9 24 0 0 0 3 3 0 5 0 0 5
3:15 PM 0 11 6 3 20 0 9 4 2 15 0 2 2 1 5 0 0 0 0 0
3:30 PM 0 9 6 14 29 0 5 4 4 13 0 2 2 10 14 0 2 0 0 2
3:45 PM 0 17 12 11 40 0 9 9 4 22 0 8 3 7 18 0 0 0 0 0
TOTAL 0 105 53 77 235 0 53 38 35 126 0 21 12 33 66 0 31 3 9 43

U-TURNS
Glassell St Glassell St W Wilson Ave E Adams Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Glassell St
W Wilson Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 276
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
277

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 278 California MUTCD 2014 - Section 7D.02 Date: 12/19/2024
School: Handy Elementary
Control Type: Stop-Controlled
Major Street: Handy Street Critical Approach Speed: 25 mph Minor Street: Oakmont Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Handy Street and Oakmont
Avenue are public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 5 School Pedestrians from 7:15
AM - 8:15 AM
5 School Pedestrians from 2:00
PM - 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 legged intersection (residential on the east leg)
• Crosswalk only on the north leg
• One lane in each direction on all three legs
• On-street parking prohibited on Handy Street from 7AM to 9AM and 2PM to 4PM every day • On-street parking permitted in both directions on Oakmont Avenue

05.2 No

05.3 No
No
03 Neither road has 4 or more lanes No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 279
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 20
EAST & WEST: CONTROL: STOP ALL
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: 0 1 X X 1 0 0 X 0 X X X 0 0 0 0
7:00 AM 0 11 0 0 12 2 3 0 0 0 0 0 28 0 0 0 0 0
7:15 AM 0 15 0 0 16 3 10 0 0 0 0 0 44 0 0 0 0 0
7:30 AM 0 31 0 0 9 2 18 0 0 0 0 0 60 0 0 0 0 0
7:45 AM 3 31 0 0 18 4 9 0 0 0 0 0 65 0 0 0 0 0
8:00 AM 9 50 0 0 67 9 7 0 3 0 0 0 145 0 0 0 0 0
8:15 AM 4 23 0 0 33 7 9 0 2 0 0 0 78 0 0 0 0 0
VOLUMES 16 161 0 0 155 27 56 0 5 0 0 0 420 0 0 0 0 0
APPROACH % 9% 91% 0% 0% 85% 15% 92% 0% 8% 0% 0% 0%
APP/DEPART 177 / 217 182 / 160 61 / 0 0 / 43 0

BEGIN PEAK HR
VOLUMES 16 135 0 0 127 22 43 0 5 0 0 0 348 0 0 0 0
APPROACH % 11% 89% 0% 0% 85% 15% 90% 0% 10% 0% 0% 0%
PEAK HR FACTOR 0.640 0.490 0.667 0.000 0.600
APP/DEPART 151 / 178 149 / 132 48 / 0 0 / 38 0
01:45 PM 1 23 0 0 15 11 7 0 0 0 0 0 57 0 0 0 0 0
2:00 PM 0 16 0 0 13 10 9 0 1 0 0 0 49 0 0 0 0 0
2:15 PM 4 17 0 0 21 17 9 0 5 0 0 0 73 0 1 0 0 1
2:30 PM 5 12 0 0 41 7 9 0 7 0 0 0 81 0 0 0 0 0
2:45 PM 1 14 0 0 15 7 8 0 5 0 0 0 50 0 0 0 0 0
3:00 PM 1 17 0 0 23 6 6 0 0 0 0 0 53 0 0 0 0 0
3:15 PM 0 18 0 0 22 5 6 0 0 0 0 0 51 0 0 0 0 0
3:30 PM 1 25 0 0 29 6 4 0 0 0 0 0 65 0 0 0 0 0
3:45 PM 2 26 0 0 33 12 7 0 2 0 0 0 82 0 1 0 0 1
4:00 PM 0 18 0 0 20 20 7 0 0 0 0 0 65 0 0 0 0 0
VOLUMES 15 186 0 0 232 101 72 0 20 0 0 0 628 0 2 0 0 2
APPROACH % 7% 93% 0% 0% 69% 30% 78% 0% 22% 0% 0% 0%
APP/DEPART 201 / 260 335 / 252 92 / 0 0 / 116 0

BEGIN PEAK HR
VOLUMES 3 87 0 0 104 43 24 0 2 0 0 0 264 0 1 0 0
APPROACH % 3% 97% 0% 0% 70% 29% 92% 0% 8% 0% 0% 0%
PEAK HR FACTOR 0.804 0.804 0.722 0.000 0.795
APP/DEPART 90 / 112 148 / 106 26 / 0 0 / 46 0
N Handy St

NORTH LEG
E Oakmont Ave WEST LEG EAST LEG E Oakmont Ave

SOUTH LEG
N Handy St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 1 1 2 5 1 0 0 1 2 0 1 1 1 3 0 0 0 0 0
7:15 AM 3 0 0 1 4 3 0 0 0 3 0 0 0 1 1 0 0 0 0 0
7:30 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
7:45 AM 4 0 0 5 9 2 0 0 2 4 0 0 0 0 0 2 0 0 3 5
8:00 AM 9 0 0 0 9 6 0 0 0 6 0 0 0 0 0 3 0 0 0 3
8:15 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0
TOTAL 18 1 1 10 30 13 0 0 4 17 0 1 1 2 4 5 0 0 4 9
1:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0
2:00 PM 0 0 0 3 3 0 0 0 1 1 0 0 0 1 1 0 0 0 1 1
2:15 PM 12 0 0 3 15 10 0 0 2 12 0 0 0 1 1 2 0 0 0 2
2:30 PM 6 0 0 6 12 3 0 0 3 6 0 0 0 0 0 3 0 0 3 6
2:45 PM 1 0 1 4 6 1 0 0 2 3 0 0 1 0 1 0 0 0 2 2
3:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 1 0 0 1 2 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0
3:45 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 3 3 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0
TOTAL 20 0 1 23 44 15 0 0 12 27 0 0 1 5 6 5 0 0 6 11

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Handy St
E Oakmont Ave

U-TURNS
N Handy St N Handy St E Oakmont Ave E Oakmont Ave
1 280
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
281

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 282 California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: La Veta Elementary
Control Type: All Way Stop
Major Street: La Veta Avenue Critical Approach Speed: 40 mph Minor Street: Prospect Street Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
La Veta Avenue and Prospect
Street are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 2 School Pedestrians (N) from
7:45 AM to 8:45 AM
4 School Pedestrians (S) from
3:00 PM to 4:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• Undivided roadway with 2 lanes in each direction on both La Veta and Prospect • Crosswalk on all four legs of intersection
• Stop sign on concrete foundation as center median on both directions of La Veta Avenue • Red curb markings preventing parking in direction of oncoming traffic at all legs of intersection

05.2 No

05.3 No
Yes
03 1,048 VPH AM (N) and 580 VPH
PM (S)
Yes
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 283
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 23
EAST & WEST: CONTROL: STOP ALL
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: 0 2 0 0 2 0 0 2 0 0 2 0 0 0 0 0
7:15 AM 9 24 0 2 82 28 16 21 1 1 37 5 226 0 0 0 0 0
7:30 AM 9 52 3 0 82 33 55 46 4 0 59 19 362 0 0 0 0 0
7:45 AM 6 62 1 3 117 60 73 54 8 6 55 22 467 0 0 0 0 0
8:00 AM 11 43 3 15 105 49 54 77 20 8 108 7 500 0 0 0 0 0 8:15 AM 11 40 3 4 87 35 24 41 11 2 73 7 338 0 0 0 0 0
8:30 AM 7 27 1 5 79 25 12 27 6 6 71 7 273 0 0 0 0 0
VOLUMES 53 248 11 29 552 230 234 266 50 23 403 67 2,166 0 0 0 0 0 APPROACH % 17% 79% 4% 4% 68% 28% 43% 48% 9% 5% 82% 14%
APP/DEPART 312 / 549 811 / 625 550 / 306 493 / 686 0

BEGIN PEAK HR
VOLUMES 37 197 10 22 391 177 206 218 43 16 295 55 1,667 0 0 0 0 APPROACH % 15% 81% 4% 4% 66% 30% 44% 47% 9% 4% 81% 15%
PEAK HR FACTOR 0.884 0.819 0.773 0.744 0.834
APP/DEPART 244 / 458 590 / 450 467 / 250 366 / 509 0
01:30 PM 6 54 1 6 53 28 20 18 7 2 44 5 244 0 0 0 0 0
1:45 PM 4 54 3 13 44 32 36 26 7 0 41 9 269 0 0 0 0 0
2:00 PM 7 59 2 11 45 65 22 29 4 3 54 9 310 0 0 0 0 0
2:15 PM 5 47 4 11 49 53 25 55 3 0 64 9 325 0 0 0 0 0
2:30 PM 6 50 2 12 43 43 42 54 3 3 53 6 317 0 0 0 0 0
2:45 PM 6 68 2 10 49 47 32 44 2 6 74 11 351 0 0 0 0 0
3:00 PM 7 67 3 7 68 56 36 45 5 8 91 10 403 0 1 0 0 1
3:15 PM 10 53 6 8 41 39 41 48 8 2 79 5 340 0 0 0 0 0
3:30 PM 3 67 4 7 74 35 33 54 4 6 52 7 346 0 0 1 0 1
3:45 PM 10 71 2 9 55 37 31 43 3 3 49 8 321 0 0 0 0 0
VOLUMES 64 590 29 94 521 435 318 416 46 33 601 79 3,228 0 1 1 0 2 APPROACH % 9% 86% 4% 9% 50% 41% 41% 53% 6% 5% 84% 11%
APP/DEPART 683 / 988 1,051 / 600 781 / 539 713 / 1,101 0

BEGIN PEAK HR
VOLUMES 26 255 15 32 232 177 142 191 19 22 296 33 1,442 0 1 1 0 APPROACH % 9% 86% 5% 7% 52% 40% 40% 54% 5% 6% 84% 9%
PEAK HR FACTOR 0.961 0.837 0.910 0.805 0.892
APP/DEPART 296 / 431 442 / 273 353 / 238 351 / 500 0
Prospect St

NORTH LEG
E La Veta Ave WEST LEG EAST LEG E La Veta Ave

SOUTH LEG
Prospect St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 1 0 3 0 4 1 0 2 0 3 0 0 1 0 1 0 0 0 0 0
7:45 AM 3 1 4 4 12 2 0 4 2 8 1 1 0 2 4 0 0 0 0 0
8:00 AM 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0
8:15 AM 2 1 0 1 4 0 0 0 0 0 0 1 0 1 2 2 0 0 0 2
8:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
TOTAL 6 2 10 5 23 3 0 8 2 13 1 2 1 3 7 2 0 1 0 3
1:30 PM 0 1 0 1 2 0 0 0 0 0 0 1 0 0 1 0 0 0 1 1
1:45 PM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0
2:00 PM 3 0 3 0 6 2 0 2 0 4 0 0 0 0 0 1 0 1 0 2
2:15 PM 0 0 2 1 3 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0
2:45 PM 0 3 1 0 4 0 0 0 0 0 0 1 1 0 2 0 2 0 0 2
3:00 PM 0 2 2 3 7 0 0 0 0 0 0 0 0 1 1 0 2 2 2 6
3:15 PM 1 2 1 1 5 1 1 1 1 4 0 1 0 0 1 0 0 0 0 0
3:30 PM 0 1 1 1 3 0 1 1 0 2 0 0 0 1 1 0 0 0 0 0
3:45 PM 1 2 2 2 7 0 0 0 0 0 0 0 0 1 1 1 2 2 1 6
TOTAL 5 12 15 9 41 3 2 9 2 16 0 4 1 3 8 2 6 5 4 17

U-TURNS
Prospect St Prospect St E La Veta Ave E La Veta Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Prospect St
E La Veta Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED AM PM AM
7:30 AM PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
284
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
285
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
286
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: La Veta Elementary
Control Type: Signalized
Major Street: La Veta Avenue Critical Approach Speed: 40 mph Minor Street: Yorba Street Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
La Veta Avenue and Yorba Street
are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrian (S) from 7:30
AM to 8:30 AM
9 School Pedestrians (S) from
2:15 PM to 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
163 VPH (South Leg) from 7:30
AM to 8:30 AM
No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 2 lanes in each direction; left-turn pocket on all sides for 5 total lanes of traffic at all legs of the intersection • On-street parking permitted on Yorba Street
• On-street parking prohibited on La Veta Avenue
• Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
La Veta Avenue at Yorba Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 287
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 24
EAST & WEST: CONTROL: SIGNAL
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: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:15 AM 5 26 7 9 58 24 5 31 7 10 65 8 255 0 0 0 0 0
7:30 AM 9 28 8 19 92 26 15 81 9 16 87 8 398 0 0 0 0 0
7:45 AM 11 32 14 34 105 50 11 96 13 11 106 12 495 0 0 0 0 0 8:00 AM 12 43 25 37 96 38 7 103 8 21 131 23 544 0 0 0 0 0 8:15 AM 8 46 16 10 88 47 9 50 8 14 121 27 444 0 0 0 0 0 8:30 AM 7 30 6 10 76 27 7 30 11 13 100 11 328 0 0 0 0 0 VOLUMES 52 205 76 119 515 212 54 391 56 85 610 89 2,464 0 0 0 0 0 APPROACH % 16% 62% 23% 14% 61% 25% 11% 78% 11% 11% 78% 11% APP/DEPART 333 / 348 846 / 656 501 / 586 784 / 874 0

BEGIN PEAK HR
VOLUMES 40 149 63 100 381 161 42 330 38 62 445 70 1,881 0 0 0 0 APPROACH % 16% 59% 25% 16% 59% 25% 10% 80% 9% 11% 77% 12% PEAK HR FACTOR 0.788 0.849 0.854 0.824 0.864
APP/DEPART 252 / 261 642 / 481 410 / 493 577 / 646 0
01:30 PM 10 30 5 13 21 14 13 36 4 2 71 13 232 0 0 0 0 0 1:45 PM 11 32 8 22 30 19 10 58 5 1 62 17 275 0 0 0 0 0
2:00 PM 11 32 8 13 21 22 3 48 7 13 87 12 277 0 0 0 0 0
2:15 PM 13 41 15 22 33 15 7 78 13 14 113 10 374 0 0 0 0 0 2:30 PM 11 37 13 21 34 18 7 56 3 17 100 14 331 0 0 0 0 0 2:45 PM 14 34 10 18 30 21 8 53 3 9 110 19 329 0 0 0 0 0 3:00 PM 13 37 9 21 30 41 9 62 4 9 140 10 385 0 0 0 0 0
3:15 PM 12 40 17 24 44 40 9 70 7 8 102 9 382 0 0 0 0 0
3:30 PM 15 27 8 17 40 38 11 70 11 10 94 16 357 0 0 0 0 0 3:45 PM 17 45 8 17 52 30 7 65 6 11 72 9 339 0 0 0 0 0
VOLUMES 127 355 101 188 335 258 84 596 63 94 951 129 3,281 0 0 0 0 0 APPROACH % 22% 61% 17% 24% 43% 33% 11% 80% 8% 8% 81% 11% APP/DEPART 583 / 568 781 / 492 743 / 885 1,174 / 1,336 0

BEGIN PEAK HR
VOLUMES 57 149 42 79 166 149 36 267 28 38 408 44 1,463 0 0 0 0 APPROACH % 23% 60% 17% 20% 42% 38% 11% 81% 8% 8% 83% 9% PEAK HR FACTOR 0.886 0.912 0.899 0.770 0.950
APP/DEPART 248 / 229 394 / 232 331 / 388 490 / 614 0
S Yorba St

NORTH LEG
E La Veta Ave WEST LEG EAST LEG E La Veta Ave

SOUTH LEG
S Yorba St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0
7:45 AM 1 2 0 0 3 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0
8:00 AM 0 2 1 1 4 0 1 0 1 2 0 0 1 0 1 0 1 0 0 1
8:15 AM 0 2 1 0 3 0 1 1 0 2 0 1 0 0 1 0 0 0 0 0
8:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0
TOTAL 1 6 2 4 13 0 3 1 3 7 1 2 1 1 5 0 1 0 0 1
1:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0
1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 PM 0 0 1 1 2 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0
2:15 PM 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1
2:30 PM 0 4 0 1 5 0 1 0 0 1 0 0 0 1 1 0 3 0 0 3
2:45 PM 1 3 2 1 7 0 0 1 0 1 0 0 0 0 0 1 3 1 1 6
3:00 PM 0 2 1 0 3 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2
3:15 PM 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 1 14 5 3 23 0 3 1 1 5 0 2 2 1 5 1 9 2 1 13

U-TURNS
S Yorba St S Yorba St E La Veta Ave E La Veta Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S Yorba St
E La Veta Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 288
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
289
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
290
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Lampson Elementary
Control Type: Signalized
Major Street: Lewis Street Critical Approach Speed: 40 mph Minor Street: Lampson Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Lewis Street and Lampson
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 7 School Pedestrians (S) from
7:00 AM to 8:00 AM
6 School Pedestrians (N) from
2:00 PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
483 VPH AM and 397 VPH PM
(North Leg)
Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• Bike lane between the two lanes on west leg of Lampson Avenue • 2 lanes in each direction on the west side of Lampson Avenue; east leg of Lampson becomes Metropolitan Drive; roadway divided by center median with five total lanes (3 through lanes, one left-turn lane and one right-turn lane); speed limit of 35 mph on Metropolitan Drive; parking prohibited on both sides of Metropolitan Drive
• 2 lanes in each direction on Lewis Street, with one left-turn pocket on both the north and south legs • On-street parking permitted in eastbound direction on west leg of intersection (Lampson Avenue) • On-street parking prohibited in both directions on Lewis Street

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 291
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 25
EAST & WEST: CONTROL: SIGNAL
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: 1 2 0 1 2 0 1 2 0 1 1 1 0 0 0 0
7:00 AM 13 66 11 12 55 16 33 57 11 9 21 15 319 0 0 0 0 0 7:15 AM 25 99 14 25 66 39 40 74 22 16 22 27 469 0 0 0 0 0 7:30 AM 33 127 8 39 106 53 64 91 24 13 25 33 616 0 0 0 0 0 7:45 AM 17 146 20 41 136 26 57 88 19 11 11 49 621 0 0 0 0 0 8:00 AM 16 94 12 32 123 23 35 90 20 10 14 37 506 0 0 0 0 0 8:15 AM 16 107 17 24 92 9 37 60 22 10 16 35 445 0 0 0 0 0 VOLUMES 120 639 82 173 578 166 266 460 118 69 109 196 2,976 0 0 0 0 0 APPROACH % 14% 76% 10% 19% 63% 18% 32% 55% 14% 18% 29% 52% APP/DEPART 841 / 1,101 917 / 765 844 / 715 374 / 395 0

BEGIN PEAK HR
VOLUMES 91 466 54 137 431 141 196 343 85 50 72 146 2,212 0 0 0 0 APPROACH % 15% 76% 9% 19% 61% 20% 31% 55% 14% 19% 27% 54% PEAK HR FACTOR 0.835 0.873 0.872 0.944 0.890
APP/DEPART 611 / 808 709 / 566 624 / 534 268 / 304 0
01:15 PM 13 71 12 24 54 38 36 34 10 10 24 26 352 0 0 0 0 0 1:30 PM 22 76 9 14 64 40 37 33 9 13 26 23 366 0 0 0 0 0 1:45 PM 27 88 6 15 44 38 26 24 17 14 38 26 363 0 0 0 0 0 2:00 PM 20 70 10 27 64 37 38 46 21 11 28 25 397 0 0 0 0 0 2:15 PM 18 83 11 22 57 38 49 22 28 17 27 26 398 0 0 0 0 0 2:30 PM 15 107 9 25 67 33 36 39 21 13 26 32 423 0 0 0 0 0 2:45 PM 13 112 10 26 82 29 22 47 19 11 36 32 439 0 0 0 0 0 3:00 PM 19 107 6 22 81 30 39 40 15 24 31 40 454 0 0 0 0 0 3:15 PM 17 114 17 20 88 41 30 33 16 22 41 31 470 0 0 0 0 0 3:30 PM 23 119 14 17 89 36 36 31 12 13 44 30 464 0 0 0 0 0 VOLUMES 187 947 104 212 690 360 349 349 168 148 321 291 4,126 0 0 0 0 0 APPROACH % 15% 76% 8% 17% 55% 29% 40% 40% 19% 19% 42% 38% APP/DEPART 1,238 / 1,587 1,262 / 1,006 866 / 665 760 / 868 0

BEGIN PEAK HR
VOLUMES 72 452 47 85 340 136 127 151 62 70 152 133 1,827 0 0 0 0 APPROACH % 13% 79% 8% 15% 61% 24% 37% 44% 18% 20% 43% 37% PEAK HR FACTOR 0.915 0.941 0.904 0.934 0.972
APP/DEPART 571 / 712 561 / 472 340 / 283 355 / 360 0
Lewis St

NORTH LEG
Lampson Ave WEST LEG EAST LEG W Mertopolitan Dr

SOUTH LEG
Lewis St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 2 0 1 0 3 0 0 0 0 0 1 0 1 0 2 1 0 0 0 1
7:15 AM 2 11 2 8 23 1 4 1 5 11 1 0 1 1 3 0 7 0 2 9
7:30 AM 1 1 3 4 9 0 1 3 2 6 0 0 0 2 2 1 0 0 0 1
7:45 AM 0 2 1 5 8 0 2 1 5 8 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 1 0 3 4 0 0 0 2 2 0 0 0 1 1 0 1 0 0 1
8:15 AM 1 1 2 0 4 1 1 2 0 4 0 0 0 0 0 0 0 0 0 0
TOTAL 6 16 9 20 51 2 8 7 14 31 2 0 2 4 8 2 8 0 2 12
1:15 PM 4 1 2 2 9 4 1 2 1 8 0 0 0 1 1 0 0 0 0 0
1:30 PM 0 1 1 2 4 0 1 1 1 3 0 0 0 1 1 0 0 0 0 0
1:45 PM 3 6 3 6 18 2 5 1 3 11 1 0 2 1 4 0 1 0 2 3
2:00 PM 3 3 1 6 13 2 1 0 4 7 0 0 0 1 1 1 2 1 1 5
2:15 PM 4 0 4 4 12 3 0 3 2 8 0 0 0 2 2 1 0 1 0 2
2:30 PM 3 0 2 0 5 3 0 2 0 5 0 0 0 0 0 0 0 0 0 0
2:45 PM 12 5 1 3 21 7 1 0 3 11 1 1 1 0 3 4 3 0 0 7
3:00 PM 4 0 0 0 4 3 0 0 0 3 1 0 0 0 1 0 0 0 0 0
3:15 PM 3 0 1 0 4 3 0 1 0 4 0 0 0 0 0 0 0 0 0 0
3:30 PM 6 4 0 4 14 3 2 0 3 8 0 2 0 1 3 3 0 0 0 3
TOTAL 42 20 15 27 104 30 11 10 17 68 3 3 3 7 16 9 6 2 3 20

U-TURNS
Lewis St Lewis St Lampson Ave W Mertopolitan Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Lewis St
Lampson Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:15 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 292
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
No School Pedestrians present during study period. No School Pedestrians present during study period. 293

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 294 California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Anaheim Hills Elementary
Control Type: Stop Controlled
Major Street: Linda Vista Street Critical Approach Speed: 25 mph Minor Street: Elsinore Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Linda Vista Street and Elsinore
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school.

No school pedestrians No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• East leg on Elsinore leads to a dead-end less than 100 feet away • One lane in each direction on Linda Vista Avenue; on-street parking is permitted in both directions • One unstriped lane in each direction on Elsinore Avenue; on-street parking is permitted in both directions • Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Neither road has 4 or more lanes No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 295
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 26
EAST & WEST: CONTROL: STOP ALL
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: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 0 7 0 0 2 1 1 0 0 0 0 0 11 0 0 0 0 0
7:15 AM 0 7 0 0 0 2 2 0 0 0 0 0 11 0 0 0 0 0
7:30 AM 0 10 0 0 5 2 2 0 0 0 0 0 19 0 0 0 0 0
7:45 AM 1 25 0 0 10 1 7 0 0 0 0 0 44 0 0 0 0 0
8:00 AM 0 20 0 0 9 0 1 0 0 0 0 0 30 0 0 0 0 0
8:15 AM 0 3 0 0 4 1 3 0 0 0 0 0 11 0 1 0 0 1
VOLUMES 1 72 0 0 30 7 16 0 0 0 0 0 127 0 1 0 0 1
APPROACH % 1% 99% 0% 0% 79% 18% 100% 0% 0% 0% 0% 0%
APP/DEPART 73 / 89 38 / 30 16 / 0 0 / 8 0

BEGIN PEAK HR
VOLUMES 1 58 0 0 28 4 13 0 0 0 0 0 105 0 1 0 0
APPROACH % 2% 98% 0% 0% 85% 12% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.567 0.750 0.464 0.000 0.597
APP/DEPART 59 / 72 33 / 28 13 / 0 0 / 5 0
01:30 PM 0 6 0 0 12 3 0 0 0 0 0 0 21 0 0 0 0 0
1:45 PM 0 8 0 0 5 0 0 0 0 0 0 0 13 0 0 0 0 0
2:00 PM 0 10 0 0 10 3 1 0 0 0 0 0 24 0 0 0 0 0
2:15 PM 0 13 0 0 5 4 4 0 0 0 0 0 26 0 0 0 0 0
2:30 PM 3 16 0 0 9 3 1 0 0 0 0 0 32 1 0 0 0 1
2:45 PM 1 8 0 0 4 4 1 0 0 0 0 0 18 0 1 0 0 1
3:00 PM 0 13 0 0 13 1 3 0 0 0 0 0 30 0 0 0 0 0
3:15 PM 0 5 0 0 3 1 6 0 0 0 0 0 15 0 1 0 0 1
3:30 PM 0 5 0 0 6 0 1 0 1 0 0 0 13 0 0 0 0 0
3:45 PM 1 10 0 0 11 0 0 0 0 0 0 0 22 0 0 0 0 0
VOLUMES 5 94 0 0 78 19 17 0 1 0 0 0 217 1 2 0 0 3
APPROACH % 5% 94% 0% 0% 79% 19% 94% 0% 6% 0% 0% 0%
APP/DEPART 100 / 113 99 / 80 18 / 0 0 / 24 0

BEGIN PEAK HR
VOLUMES 4 50 0 0 31 12 9 0 0 0 0 0 108 1 1 0 0
APPROACH % 7% 91% 0% 0% 70% 27% 100% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.688 0.786 0.563 0.000 0.818
APP/DEPART 55 / 60 44 / 32 9 / 0 0 / 16 0
N Linda Vista St

NORTH LEG
E Elsinore Ave WEST LEG EAST LEG E Elsinore Ave

SOUTH LEG
N Linda Vista St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 5 5 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 2 5 7 0 0 2 5 7 0 0 0 0 0 0 0 0 0 0
1:30 PM 0 0 0 3 3 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0
1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0
3:15 PM 1 0 1 1 3 1 0 0 1 2 0 0 1 0 1 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 1 0 1 3 5 1 0 1 3 5 0 0 0 0 0 0 0 0 0 0
TOTAL 2 0 2 9 13 2 0 1 8 11 0 0 1 1 2 0 0 0 0 0

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Linda Vista St
E Elsinore Ave

U-TURNS
N Linda Vista St N Linda Vista St E Elsinore Ave E Elsinore Ave 1 296
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
297
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
298
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Sycamore Elementary
Control Type: Signalized
Major Street: Palm Avenue Critical Approach Speed: 25 mph Minor Street: Batavia Street Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Palm Avenue and Batavia Street
are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrians (N) from
7:30 AM to 8:30 AM
2 School Pedestrians (N) from
3:15 PM to 4:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
133 VPH (East Leg) from 3:15
PM to 4:15 PM
No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• One lane in each direction on Palm Avenue
• Two lanes in each direction on Batavia Street
• Crosswalk on all four legs of intersection
• On-street parking permitted in all directions from intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 299
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 27
EAST & WEST: CONTROL: SIGNAL
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: 0 2 0 0 2 0 0 1 0 0 1 0 0 0 0 0
7:15 AM 4 50 7 5 109 4 2 15 7 12 12 7 234 1 0 0 0 1
7:30 AM 6 61 6 5 140 5 4 19 8 11 12 6 283 0 0 0 0 0
7:45 AM 10 84 11 8 137 7 12 27 9 10 20 4 339 0 0 0 0 0
8:00 AM 8 87 10 7 134 13 12 44 9 11 18 8 361 0 1 0 0 1
8:15 AM 4 89 15 10 146 10 10 61 11 10 10 1 377 0 0 0 0 0 8:30 AM 1 55 10 7 120 4 5 52 5 13 12 6 290 0 1 0 0 1
VOLUMES 33 426 59 42 786 43 45 218 49 67 84 32 1,887 1 2 0 0 3 APPROACH % 6% 82% 11% 5% 90% 5% 14% 70% 16% 37% 46% 17% APP/DEPART 519 / 505 873 / 903 312 / 319 183 / 160 0

BEGIN PEAK HR
VOLUMES 23 315 46 32 537 34 39 184 34 44 60 19 1,369 0 2 0 0 APPROACH % 6% 82% 12% 5% 89% 6% 15% 72% 13% 36% 49% 15% PEAK HR FACTOR 0.889 0.911 0.784 0.831 0.908
APP/DEPART 384 / 375 605 / 615 257 / 262 123 / 117 0
01:45 PM 1 89 10 4 86 4 5 17 7 6 13 3 245 0 0 0 0 0
2:00 PM 5 75 10 5 86 6 4 33 1 9 20 12 266 0 0 0 0 0
2:15 PM 6 81 15 6 94 6 4 32 7 5 24 17 297 0 1 0 0 1
2:30 PM 3 93 11 4 148 4 9 34 13 11 19 15 364 0 0 0 0 0
2:45 PM 0 80 11 6 155 6 5 29 9 12 26 11 350 0 0 0 0 0
3:00 PM 1 113 12 5 131 4 5 17 5 6 29 13 341 0 0 0 0 0
3:15 PM 2 111 10 5 129 4 5 23 2 6 18 13 328 0 0 0 0 0
3:30 PM 2 107 10 4 137 10 8 43 8 12 32 13 386 0 0 0 0 0 3:45 PM 1 118 17 8 140 3 3 38 4 16 43 23 414 0 0 0 0 0
4:00 PM 2 119 7 4 147 12 11 24 2 12 32 19 391 0 0 0 0 0 VOLUMES 23 986 113 51 1,253 59 59 290 58 95 256 139 3,383 0 1 0 0 1 APPROACH % 2% 88% 10% 4% 92% 4% 14% 71% 14% 19% 52% 28% APP/DEPART 1,122 / 1,185 1,364 / 1,406 407 / 454 490 / 338 0

BEGIN PEAK HR
VOLUMES 7 455 44 21 553 29 27 128 16 46 125 68 1,519 0 0 0 0 APPROACH % 1% 90% 9% 3% 92% 5% 16% 75% 9% 19% 52% 28%
PEAK HR FACTOR 0.930 0.925 0.725 0.729 0.917
APP/DEPART 506 / 550 603 / 615 171 / 193 239 / 161 0
N Batavia St

NORTH LEG
W Palm Ave WEST LEG EAST LEG W Palm Ave

SOUTH LEG
N Batavia St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 3 3 0 4 10 3 3 0 2 8 0 0 0 2 2 0 0 0 0 0
7:30 AM 2 0 4 1 7 2 0 2 0 4 0 0 1 1 2 0 0 1 0 1
7:45 AM 0 2 5 2 9 0 2 1 2 5 0 0 4 0 4 0 0 0 0 0
8:00 AM 1 1 0 0 2 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0
8:15 AM 3 2 1 0 6 1 0 1 0 2 1 1 0 0 2 1 1 0 0 2
8:30 AM 1 3 1 2 7 1 3 1 1 6 0 0 0 1 1 0 0 0 0 0
TOTAL 10 11 11 9 41 7 9 5 5 26 2 1 5 4 12 1 1 1 0 3
1:45 PM 6 2 1 0 9 5 2 1 0 8 1 0 0 0 1 0 0 0 0 0
2:00 PM 3 1 0 1 5 2 0 0 1 3 1 1 0 0 2 0 0 0 0 0
2:15 PM 5 0 1 2 8 5 0 0 2 7 0 0 1 0 1 0 0 0 0 0
2:30 PM 1 2 3 1 7 0 1 2 0 3 1 1 1 1 4 0 0 0 0 0
2:45 PM 4 1 1 0 6 3 0 0 0 3 0 1 1 0 2 1 0 0 0 1
3:00 PM 0 5 0 2 7 0 4 0 2 6 0 1 0 0 1 0 0 0 0 0
3:15 PM 2 1 0 1 4 0 1 0 0 1 2 0 0 1 3 0 0 0 0 0
3:30 PM 4 4 1 1 10 2 3 1 0 6 2 1 0 1 4 0 0 0 0 0
3:45 PM 2 6 3 1 12 2 5 2 1 10 0 0 1 0 1 0 1 0 0 1
4:00 PM 7 0 3 0 10 5 0 1 0 6 1 0 2 0 3 1 0 0 0 1
TOTAL 34 22 13 9 78 24 16 7 6 53 8 5 6 3 22 2 1 0 0 3

U-TURNS
N Batavia St N Batavia St W Palm Ave W Palm Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Batavia St
W Palm Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:45 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 300
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
301
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
302
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Sycamore Elementary
Control Type: Signalized
Major Street: Palm Avenue Critical Approach Speed: 25 mph Minor Street: Main Street Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Palm Avenue and Main Street are
both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 16 School Pedestrians (N) from
7:15 AM to 8:15 AM
15 School Pedestrians (N) from
2:15 PM to 3:15 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
194 VPH (North Leg) from 7:15
AM to 8:15 AM
No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• One lane in each direction on Palm Avenue
• Two lanes in each direction on Main Street, with one additional left-turn lane in the northbound and southbound direction • On-street parking allowed in both directions on the eastbound leg of Palm Avenue • On-street parking prohibited in both directions on Main Street • On-street parking prevented by red curb on approach on west leg of intersection (Palm Avenue)

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Palm Avenue at Main Street

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 303
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 28
EAST & WEST: CONTROL: SIGNAL
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: 1 2 0 1 2 0 0 1 0 0 1 0 0 0 0 0
7:15 AM 7 75 5 10 172 9 7 2 1 8 3 8 307 0 0 0 0 0
7:30 AM 8 119 8 13 254 17 12 8 3 11 10 9 472 0 0 0 0 0
7:45 AM 22 135 7 9 259 34 18 26 17 9 30 10 576 0 0 0 0 0 8:00 AM 15 124 15 23 259 42 18 26 7 3 24 10 566 0 0 0 0 0 8:15 AM 1 113 13 44 212 7 22 22 4 12 2 9 461 0 0 0 0 0
8:30 AM 0 121 13 39 207 4 5 2 1 15 3 11 421 0 0 0 0 0
VOLUMES 53 687 61 138 1,363 113 82 86 33 58 72 57 2,803 0 0 0 0 0 APPROACH % 7% 86% 8% 9% 84% 7% 41% 43% 16% 31% 39% 30%
APP/DEPART 801 / 826 1,614 / 1,454 201 / 285 187 / 238 0

BEGIN PEAK HR
VOLUMES 46 491 43 89 984 100 70 82 31 35 66 38 2,075 0 0 0 0 APPROACH % 8% 85% 7% 8% 84% 9% 38% 45% 17% 25% 47% 27%
PEAK HR FACTOR 0.884 0.905 0.750 0.709 0.901
APP/DEPART 580 / 599 1,173 / 1,050 183 / 214 139 / 212 0 01:45 PM 1 150 9 14 143 3 6 5 0 10 3 8 352 0 0 0 0 0
2:00 PM 3 162 14 23 150 12 3 2 2 15 6 10 402 0 0 0 0 0
2:15 PM 1 154 11 20 132 10 13 10 3 14 6 14 388 0 0 0 0 0 2:30 PM 5 147 15 22 175 12 14 17 5 11 7 9 439 0 0 0 0 0 2:45 PM 1 137 10 21 201 6 7 5 1 19 1 7 416 0 0 0 0 0
3:00 PM 0 195 11 13 186 1 8 2 3 11 2 15 447 1 0 0 0 1
3:15 PM 0 192 10 10 178 0 9 6 0 12 1 9 427 0 0 0 0 0
3:30 PM 1 190 22 24 190 6 8 5 1 8 3 18 476 0 0 0 0 0
3:45 PM 2 187 12 26 206 6 12 5 0 20 5 26 507 0 0 0 0 0
4:00 PM 0 254 13 18 241 8 10 10 0 10 3 23 590 0 0 0 0 0 VOLUMES 14 1,768 127 191 1,802 64 90 67 15 130 37 139 4,445 1 0 0 0 1 APPROACH % 1% 93% 7% 9% 88% 3% 52% 39% 9% 42% 12% 45%
APP/DEPART 1,910 / 1,997 2,057 / 1,948 172 / 385 306 / 115 0

BEGIN PEAK HR
VOLUMES 3 823 57 78 815 20 39 26 1 50 12 76 2,000 0 0 0 0 APPROACH % 0% 93% 6% 9% 89% 2% 59% 39% 2% 36% 9% 55%
PEAK HR FACTOR 0.827 0.855 0.825 0.676 0.847
APP/DEPART 883 / 938 913 / 866 66 / 161 138 / 35 0
Main St

NORTH LEG
W Palm Ave WEST LEG EAST LEG W Palm Ave

SOUTH LEG
Main St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:15 AM 0 2 0 3 5 0 1 0 1 2 0 0 0 2 2 0 1 0 0 1
7:30 AM 0 0 1 2 3 0 0 0 1 1 0 0 1 1 2 0 0 0 0 0
7:45 AM 11 2 5 4 22 2 0 3 3 8 0 0 0 1 1 9 2 2 0 13
8:00 AM 12 4 3 4 23 5 1 1 2 9 0 0 1 0 1 7 3 1 2 13
8:15 AM 1 1 0 3 5 1 1 0 1 3 0 0 0 2 2 0 0 0 0 0
8:30 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0
TOTAL 24 9 10 16 59 8 3 5 8 24 0 0 2 6 8 16 6 3 2 27
1:45 PM 3 2 0 3 8 3 2 0 3 8 0 0 0 0 0 0 0 0 0 0
2:00 PM 5 2 2 5 14 5 0 1 1 7 0 2 1 4 7 0 0 0 0 0
2:15 PM 5 1 1 1 8 4 1 1 1 7 0 0 0 0 0 1 0 0 0 1
2:30 PM 17 0 3 3 23 11 0 2 2 15 0 0 1 0 1 6 0 0 1 7
2:45 PM 12 0 8 3 23 7 0 3 1 11 0 0 1 2 3 5 0 4 0 9
3:00 PM 3 1 1 10 15 0 0 0 0 0 0 0 1 3 4 3 1 0 7 11
3:15 PM 3 2 5 5 15 3 1 4 2 10 0 1 0 3 4 0 0 1 0 1
3:30 PM 2 0 1 1 4 1 0 1 1 3 1 0 0 0 1 0 0 0 0 0
3:45 PM 8 2 6 6 22 8 1 6 6 21 0 0 0 0 0 0 1 0 0 1
4:00 PM 6 3 4 6 19 5 1 3 2 11 0 0 0 3 3 1 2 1 1 5
TOTAL 64 13 31 43 151 47 6 21 19 93 1 3 4 15 23 16 4 6 9 35

U-TURNS
Main St Main St W Palm Ave W Palm Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Main St
W Palm Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 304
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
305
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
306
California MUTCD 2014 - Section 7D.02 Date: 3/18/2025
School: Palmyra Elementary School
Control Type: Signalized
Major Street: Palmyra Avenue Critical Approach Speed: 25 mph Minor Street: Tustin Street Critical Approach Speed: 40 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Palmyra Avenue and Tustin
Street are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 19 School Pedestrians (N) from
7:15 AM to 8:15 AM
29 School Pedestrians (N) from
1:45 PM to 2:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
127 VPH (North Leg) from 1:45
PM to 2:45 PM
No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• 3 lanes in each direction and one left-turn lane on both sides; total of seven lanes on Tustin Street • On-street parking prohibited in both directions on Tustin Street • 1 lane in each direction on Palmyra; on-street parking permitted on both sides • Crosswalk on all four legs of intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 307
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 30
EAST & WEST: CONTROL: SIGNAL
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: 1 3 0 1 3 0 0 1 0 0 1 0 0 0 0 0
7:00 AM 3 80 8 3 293 9 3 2 8 12 5 14 440 0 0 0 0 0
7:15 AM 10 97 6 7 357 12 9 3 12 30 11 19 573 0 0 0 0 0
7:30 AM 27 138 4 4 307 26 16 9 26 26 19 9 611 0 1 0 0 1 7:45 AM 17 138 3 12 314 13 25 17 23 22 23 21 628 1 0 0 0 1 8:00 AM 10 152 7 8 373 19 9 2 16 15 4 19 634 0 0 0 0 0
8:15 AM 8 158 5 12 437 19 10 3 5 13 3 17 690 1 0 0 0 1
VOLUMES 75 763 33 46 2,081 98 72 36 90 118 65 99 3,579 2 1 0 0 3 APPROACH % 9% 87% 4% 2% 93% 4% 36% 18% 45% 42% 23% 35%
APP/DEPART 873 / 935 2,226 / 2,291 198 / 115 282 / 238 0

BEGIN PEAK HR
VOLUMES 62 586 19 36 1,431 77 60 31 70 76 49 66 2,566 2 1 0 0 APPROACH % 9% 88% 3% 2% 93% 5% 37% 19% 43% 40% 26% 35%
PEAK HR FACTOR 0.972 0.825 0.619 0.723 0.928
APP/DEPART 669 / 713 1,545 / 1,579 161 / 86 191 / 188 0 01:30 PM 8 185 12 8 201 12 13 2 12 13 2 12 480 0 0 0 0 0 1:45 PM 16 193 5 6 187 16 3 1 13 8 8 7 463 0 1 0 0 1
2:00 PM 17 166 6 11 216 16 20 5 16 11 9 9 502 0 1 0 0 1 2:15 PM 15 205 10 9 195 18 11 12 20 9 11 12 527 0 0 0 0 0 2:30 PM 8 223 10 11 203 20 9 3 16 18 4 11 536 0 1 0 0 1 2:45 PM 18 190 12 18 222 15 9 4 13 17 3 11 532 1 1 0 0 2 3:00 PM 24 229 23 14 187 30 17 8 22 13 3 16 586 0 3 0 0 3 3:15 PM 16 327 11 17 232 20 20 2 16 11 6 19 697 0 1 0 0 1 3:30 PM 14 293 17 15 189 22 16 4 14 16 3 11 614 0 2 0 0 2 3:45 PM 17 301 19 21 206 22 8 11 11 15 9 7 647 0 2 0 0 2 VOLUMES 153 2,312 125 130 2,038 191 126 52 153 131 58 115 5,597 1 12 0 0 13 APPROACH % 6% 89% 5% 5% 86% 8% 38% 16% 46% 43% 19% 38%
APP/DEPART 2,591 / 2,565 2,371 / 2,323 331 / 307 304 / 402 0

BEGIN PEAK HR
VOLUMES 71 1,150 70 67 814 94 61 25 63 55 21 53 2,552 0 8 0 0 APPROACH % 5% 89% 5% 7% 83% 10% 41% 17% 42% 43% 16% 41% PEAK HR FACTOR 0.912 0.910 0.793 0.896 0.914
APP/DEPART 1,291 / 1,272 983 / 932 149 / 162 129 / 186 0 S Tustin St

NORTH LEG
E Palmyra Ave WEST LEG EAST LEG E Palmyra Ave

SOUTH LEG
S Tustin St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 2 0 3 0 0 2 0 2 1 0 0 0 1 0 0 0 0 0
7:15 AM 12 0 1 0 13 4 0 1 0 5 0 0 0 0 0 8 0 0 0 8
7:30 AM 21 3 0 1 25 9 2 0 0 11 3 1 0 1 5 9 0 0 0 9
7:45 AM 10 2 4 3 19 7 2 1 2 12 1 0 2 0 3 2 0 1 1 4
8:00 AM 2 0 2 1 5 2 0 2 0 4 0 0 0 0 0 0 0 0 1 1
8:15 AM 2 0 1 1 4 2 0 1 1 4 0 0 0 0 0 0 0 0 0 0
TOTAL 48 5 10 6 69 24 4 7 3 38 5 1 2 1 9 19 0 1 2 22
1:30 PM 2 1 4 0 7 0 1 4 0 5 1 0 0 0 1 1 0 0 0 1
1:45 PM 14 2 7 2 25 13 2 5 2 22 0 0 0 0 0 1 0 2 0 3
2:00 PM 8 1 0 2 11 6 1 0 2 9 0 0 0 0 0 2 0 0 0 2
2:15 PM 39 1 3 1 44 15 1 2 1 19 0 0 1 0 1 24 0 0 0 24
2:30 PM 2 0 2 1 5 0 0 1 0 1 0 0 1 0 1 2 0 0 1 3
2:45 PM 3 1 3 1 8 0 1 0 1 2 2 0 3 0 5 1 0 0 0 1
3:00 PM 4 1 2 0 7 2 1 1 0 4 0 0 1 0 1 2 0 0 0 2
3:15 PM 0 0 4 1 5 0 0 3 1 4 0 0 0 0 0 0 0 1 0 1
3:30 PM 7 1 0 2 10 4 1 0 2 7 0 0 0 0 0 3 0 0 0 3
3:45 PM 8 1 2 0 11 4 1 2 0 7 3 0 0 0 3 1 0 0 0 1
TOTAL 87 9 27 10 133 44 9 18 9 80 6 0 6 0 12 37 0 3 1 41

U-TURNS
S Tustin St S Tustin St E Palmyra Ave E Palmyra Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
S Tustin St
E Palmyra Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 308
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
309

1. Where the vehicular traffic volume on a four-lane street is at least 500 per hour through the crosswalk where the elementary school children must cross.

2. When traffic records indicate high incidences of citations being issues for failure to STOP, or a high incidence of vehicular collisions with failure to STOP as the chief cause.

Yes No
Yes No
B. Crossings Controlled by Boulevard STOP signs Satisfied? 310 California MUTCD 2014 - Section 7D.02 Date: 5/22/2025
School: Santiago Charter Middle School
Control Type: Stop Controlled
Major Street: Rancho Santiago Critical Approach Speed: 35 mph Minor Street: Walnut Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? No
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Rancho Santiago and Walnut
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 291 School Pedestrians (E) from
7:15 AM to 8:15 AM
247 School Pedestrians (E) from
2:00 PM to 3:00 PM
Yes
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• 1 lane in each direction on Walnut Avenue with one additional westbound right lane • 1 lane in each direction on Rancho Santiago Boulevard • On-street parking permitted in both directions on Rancho Santiago Boulevard • Crosswalk on all four legs of intersection
• On-street parking permitted on eastbound direction on east leg on Walnut Avenue; on-street parking prohibited on westbound direction on east leg of Walnut Avenue
• Red curb preventing parking on all approaches to intersection

05.2 No

05.3 No
No
03 Only 3 lanes. No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Rancho Santiago at Walnut Avenue

05.1 04 Yes
No
Warrant must meet the requirements of at least one criteria to be satisfied 311
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 33
EAST & WEST: CONTROL: STOP ALL
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: 0 1 0 0 1 0 0 1 0 0 1 1 0 0 0 0
7:00 AM 0 23 16 10 22 0 0 5 7 16 9 5 113 0 0 0 0 0
7:15 AM 1 16 23 37 19 8 2 28 4 22 18 20 198 0 0 0 0 0
7:30 AM 16 16 53 45 15 19 4 45 35 38 23 26 335 0 0 0 0 0 7:45 AM 14 16 57 24 18 29 8 43 59 52 25 28 373 0 0 0 0 0 8:00 AM 2 32 7 7 15 8 1 13 12 41 35 12 185 0 0 0 0 0
8:15 AM 4 29 3 1 24 0 1 3 11 4 3 1 84 0 0 0 0 0
VOLUMES 37 132 159 124 113 64 16 137 128 173 113 92 1,288 0 0 0 0 0 APPROACH % 11% 40% 48% 41% 38% 21% 6% 49% 46% 46% 30% 24% APP/DEPART 328 / 240 301 / 414 281 / 420 378 / 214 0

BEGIN PEAK HR
VOLUMES 33 80 140 113 67 64 15 129 110 153 101 86 1,091 0 0 0 0 APPROACH % 13% 32% 55% 46% 27% 26% 6% 51% 43% 45% 30% 25% PEAK HR FACTOR 0.727 0.772 0.577 0.810 0.731
APP/DEPART 253 / 181 244 / 330 254 / 382 340 / 198 0
02:00 PM 6 39 11 10 22 3 2 4 2 6 3 3 111 0 0 0 0 0
2:15 PM 6 26 16 9 23 4 6 7 12 6 4 6 125 0 1 0 0 1
2:30 PM 7 35 22 8 23 13 12 6 25 30 25 18 224 0 0 0 0 0
2:45 PM 9 42 30 6 22 3 5 10 9 30 8 18 192 0 0 0 0 0
3:00 PM 5 35 15 10 22 0 1 5 4 10 9 5 121 0 0 0 0 0
3:15 PM 4 46 16 9 25 4 3 9 5 10 12 6 149 0 0 0 0 0
3:30 PM 9 68 17 15 25 2 0 12 8 9 6 3 174 0 0 0 0 0
3:45 PM 14 73 19 12 28 0 2 9 7 12 12 13 201 0 0 0 0 0
4:00 PM 7 127 11 6 43 1 1 8 3 9 20 18 254 0 0 0 0 0
4:15 PM 13 124 11 5 36 1 1 4 7 5 10 11 228 0 0 0 0 0
VOLUMES 80 615 168 90 269 31 33 74 82 127 109 101 1,780 0 1 0 0 1 APPROACH % 9% 71% 19% 23% 69% 8% 17% 39% 43% 38% 32% 30% APP/DEPART 863 / 750 391 / 478 189 / 332 337 / 220 0

BEGIN PEAK HR
VOLUMES 43 392 58 38 132 4 4 33 25 35 48 45 857 0 0 0 0 APPROACH % 9% 80% 12% 22% 76% 2% 6% 53% 40% 27% 38% 35% PEAK HR FACTOR 0.833 0.870 0.775 0.681 0.844
APP/DEPART 493 / 441 174 / 192 62 / 129 128 / 95 0
N Rancho Santiago Blvd

NORTH LEG
E Walnut Ave WEST LEG EAST LEG E Walnut Ave

SOUTH LEG
N Rancho Santiago Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 4 0 5 0 1 1 0 2 0 0 2 0 2 0 0 1 0 1
7:15 AM 14 7 10 9 40 2 1 2 1 6 0 2 0 2 4 12 4 8 6 30
7:30 AM 36 87 115 6 244 0 1 0 1 2 0 4 0 4 8 36 82 115 1 234 7:45 AM 51 118 165 1 335 0 0 1 0 1 0 1 0 1 2 51 117 164 0 332 8:00 AM 1 1 4 1 7 0 0 0 0 0 0 0 0 0 0 1 1 4 1 7
8:15 AM 0 2 1 0 3 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1
TOTAL 102 216 299 17 634 2 4 5 2 13 0 7 2 7 16 100 205 292 8 605 2:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
2:15 PM 1 6 9 1 17 0 1 0 0 1 0 0 1 1 2 1 5 8 0 14
2:30 PM 52 195 243 7 497 0 0 0 0 0 1 0 0 0 1 51 195 243 7 496 2:45 PM 0 1 4 3 8 0 0 0 2 2 0 1 1 0 2 0 0 3 1 4
3:00 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1
3:30 PM 0 3 9 2 14 0 0 0 2 2 0 0 0 0 0 0 3 9 0 12
3:45 PM 0 3 5 0 8 0 1 4 0 5 0 0 1 0 1 0 2 0 0 2
4:00 PM 0 0 2 2 4 0 0 1 2 3 0 0 0 0 0 0 0 1 0 1
4:15 PM 1 0 2 3 6 1 0 1 2 4 0 0 1 1 2 0 0 0 0 0
TOTAL 54 208 276 20 558 1 2 6 9 18 1 1 4 3 9 52 205 266 8 531

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:15 AM
PM
3:30 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Rancho Santiago Blvd
E Walnut Ave

U-TURNS
N Rancho Santiago Blvd N Rancho Santiago Blvd E Walnut Ave E Walnut Ave 1 312
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
313
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
314
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Serrano Elementary School
Control Type: Signalized
Major Street: Santiago Boulevard Critical Approach Speed: 35 mph Minor Street: Meats Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Santiago Boulevard and Meats
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 6 School Pedestrians (W) from
7:15 AM to 8:15 AM
19 School Pedestrians (W) from
2:45 PM to 3:45 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
429 VPH (West Leg) from 7:30
AM to 8:30 AM
Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two lanes in each direction on Meats Avenue, with one additional left-turn lane in both the eastbound and westbound direction • Two lanes in each direction on Santiago Boulevard, with one additional left-turn lane in both the northbound and southbound direction • Slightly curved and diagonal intersection
• Crosswalks in all four directions
• On-street parking prohibited in all directions from intersection

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Santiago Boulevard at Meats Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 315
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 34
EAST & WEST: CONTROL: SIGNAL
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: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 20 48 11 5 48 18 13 20 49 31 49 15 327 0 0 0 0 0 7:15 AM 31 52 14 4 50 17 4 23 59 40 49 13 356 0 0 0 0 0 7:30 AM 35 68 11 2 102 33 9 24 94 49 97 35 559 0 0 0 0 0 7:45 AM 76 70 22 7 91 53 29 28 108 33 119 46 682 0 0 0 0 0 8:00 AM 70 99 24 24 121 65 26 38 97 42 139 70 815 0 0 0 0 0 8:15 AM 72 120 19 38 117 81 31 51 92 44 107 46 818 0 0 0 0 0 VOLUMES 304 457 101 80 529 267 112 184 499 239 560 225 3,557 0 0 0 0 0 APPROACH % 35% 53% 12% 9% 60% 30% 14% 23% 63% 23% 55% 22% APP/DEPART 862 / 794 876 / 1,267 795 / 365 1,024 / 1,131 0

BEGIN PEAK HR
VOLUMES 253 357 76 71 431 232 95 141 391 168 462 197 2,874 0 0 0 0 APPROACH % 37% 52% 11% 10% 59% 32% 15% 22% 62% 20% 56% 24% PEAK HR FACTOR 0.813 0.778 0.901 0.824 0.878
APP/DEPART 686 / 649 734 / 990 627 / 288 827 / 947 0
01:45 PM 47 70 19 8 71 28 20 43 78 32 42 12 470 0 0 0 0 0 2:00 PM 46 69 34 8 53 12 20 40 75 37 48 16 458 0 0 0 0 0 2:15 PM 54 72 22 10 58 28 20 62 64 29 52 11 482 0 0 0 0 0 2:30 PM 94 106 39 11 72 31 24 57 68 34 51 24 611 0 0 0 0 0 2:45 PM 47 116 30 15 91 51 32 79 88 29 56 32 666 0 0 0 0 0 3:00 PM 75 96 36 30 114 67 39 76 107 23 43 27 733 0 0 0 0 0 3:15 PM 57 136 35 18 109 48 39 96 95 24 46 14 717 0 0 0 0 0 3:30 PM 117 164 36 12 78 29 24 99 75 24 58 15 731 0 0 0 0 0 3:45 PM 67 153 56 5 94 42 34 142 72 36 65 18 784 0 0 0 0 0 4:00 PM 76 132 55 13 78 38 27 153 69 27 47 24 739 0 0 0 0 0 VOLUMES 680 1,114 362 130 818 374 279 847 791 295 508 193 6,391 0 0 0 0 0 APPROACH % 32% 52% 17% 10% 62% 28% 15% 44% 41% 30% 51% 19% APP/DEPART 2,156 / 1,586 1,322 / 1,904 1,917 / 1,339 996 / 1,562 0

BEGIN PEAK HR
VOLUMES 317 585 182 48 359 157 124 490 311 111 216 71 2,971 0 0 0 0 APPROACH % 29% 54% 17% 9% 64% 28% 13% 53% 34% 28% 54% 18% PEAK HR FACTOR 0.855 0.806 0.929 0.836 0.947
APP/DEPART 1,084 / 780 564 / 781 925 / 720 398 / 690 0
Santiago Blvd

NORTH LEG
Meats Ave WEST LEG EAST LEG Meats Ave

SOUTH LEG
Santiago Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
7:30 AM 2 1 0 0 3 1 1 0 0 2 0 0 0 0 0 1 0 0 0 1
7:45 AM 0 2 5 5 12 0 0 3 2 5 0 1 0 0 1 0 1 2 3 6
8:00 AM 0 1 2 3 6 0 1 0 0 1 0 0 0 0 0 0 0 2 3 5
8:15 AM 0 0 0 5 5 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0
TOTAL 2 5 8 13 28 1 3 3 7 14 0 1 1 0 2 1 1 4 6 12
1:45 PM 0 1 0 1 2 0 1 0 0 1 0 0 0 1 1 0 0 0 0 0
2:00 PM 1 2 1 0 4 0 1 0 0 1 1 1 1 0 3 0 0 0 0 0
2:15 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
2:30 PM 0 0 0 3 3 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2
2:45 PM 0 0 1 6 7 0 0 0 4 4 0 0 1 0 1 0 0 0 2 2
3:00 PM 6 6 5 13 30 0 1 1 1 3 4 0 4 0 8 2 5 0 12 19
3:15 PM 3 2 5 5 15 1 0 1 2 4 2 1 3 0 6 0 1 1 3 5
3:30 PM 4 2 4 2 12 0 0 1 1 2 4 2 3 1 10 0 0 0 0 0
3:45 PM 2 0 3 4 9 0 0 1 2 3 0 0 0 0 0 2 0 2 2 6
4:00 PM 1 1 0 0 2 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0
TOTAL 17 14 19 36 86 1 4 4 12 21 12 4 12 3 31 4 6 3 21 34

U-TURNS
Santiago Blvd Santiago Blvd Meats Ave Meats Ave

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Santiago Blvd
Meats Ave

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:15 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS
1 316
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
317
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
318
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Serrano Elementary School
Control Type: Signalized
Major Street: Santiago Boulevard Critical Approach Speed: 35 mph Minor Street: Taft Avenue Critical Approach Speed: 35 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Taft Avenue and Santiago
Boulevard are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 17 School Pedestrians (S) from
7:15 AM to 8:15 AM
25 School Pedestrians (E) from
3:00 PM to 4:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
334 VPH (South Leg) from 7:15
AM to 8:15 AM
Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two lanes in each direction on Taft Avenue, with one additional left-turn lane in both the eastbound and westbound direction • Two lanes in each direction on Santiago Boulevard, with one additional left-turn lane in both the northbound and southbound direction • Slightly curved and diagonal intersection
• Crosswalks on all four legs of intersection
• On-street parking prohibited from all directions of intersection

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Santiago Boulevard at Taft Avenue

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 319
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 36
EAST & WEST: CONTROL: SIGNAL
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: 1 2 0 1 2 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 20 39 9 16 82 7 13 45 19 13 23 17 303 0 0 0 0 0 7:15 AM 29 67 24 31 91 14 12 90 39 13 64 28 502 0 0 0 0 0 7:30 AM 30 96 18 27 140 25 29 79 49 17 63 22 595 0 0 0 0 0 7:45 AM 50 91 46 36 137 28 38 142 57 31 110 16 782 0 0 0 0 0 8:00 AM 76 106 62 60 168 30 22 149 39 33 152 24 921 0 0 0 0 0 8:15 AM 48 83 40 84 150 19 4 191 26 34 140 37 856 0 0 0 0 0 VOLUMES 253 482 199 254 768 123 118 696 229 141 552 144 3,959 0 0 0 0 0 APPROACH % 27% 52% 21% 22% 67% 11% 11% 67% 22% 17% 66% 17% APP/DEPART 934 / 744 1,145 / 1,138 1,043 / 1,149 837 / 928 0

BEGIN PEAK HR
VOLUMES 204 376 166 207 595 102 93 561 171 115 465 99 3,154 0 0 0 0 APPROACH % 27% 50% 22% 23% 66% 11% 11% 68% 21% 17% 68% 15% PEAK HR FACTOR 0.764 0.876 0.870 0.805 0.856
APP/DEPART 746 / 568 904 / 881 825 / 934 679 / 771 0
01:45 PM 27 108 25 35 108 9 9 67 37 15 52 26 518 0 0 0 0 0 2:00 PM 44 101 17 17 107 16 22 53 41 12 47 26 503 0 0 0 0 0 2:15 PM 54 113 30 28 106 14 12 59 37 10 55 29 547 0 0 0 0 0 2:30 PM 52 140 24 21 124 26 14 59 44 13 48 38 603 0 0 0 0 0 2:45 PM 52 150 35 35 118 19 21 91 46 8 55 35 665 0 0 0 0 0 3:00 PM 38 139 44 40 163 33 28 102 40 45 83 35 790 0 0 0 0 0 3:15 PM 72 151 38 55 162 37 23 117 44 21 77 30 827 0 0 0 0 0 3:30 PM 65 158 38 31 112 20 24 95 47 40 155 45 830 0 0 0 0 0 3:45 PM 62 184 19 32 146 13 24 69 50 24 70 47 740 0 0 0 0 0 4:00 PM 56 226 18 26 125 18 22 68 43 14 78 48 742 0 0 0 0 0 VOLUMES 522 1,470 288 320 1,271 205 199 780 429 202 720 359 6,765 0 0 0 0 0 APPROACH % 23% 64% 13% 18% 71% 11% 14% 55% 30% 16% 56% 28% APP/DEPART 2,280 / 2,028 1,796 / 1,902 1,408 / 1,388 1,281 / 1,447 0

BEGIN PEAK HR
VOLUMES 237 632 139 158 583 103 99 383 181 130 385 157 3,187 0 0 0 0 APPROACH % 24% 63% 14% 19% 69% 12% 15% 58% 27% 19% 57% 23% PEAK HR FACTOR 0.951 0.831 0.901 0.700 0.960
APP/DEPART 1,008 / 888 844 / 894 663 / 680 672 / 725 0
Santiago Blvd

NORTH LEG
Taft Ave WEST LEG EAST LEG Taft Ave

SOUTH LEG
Santiago Blvd

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
7:15 AM 0 4 2 4 10 0 0 0 0 0 0 2 2 3 7 0 2 0 1 3
7:30 AM 2 4 2 2 10 0 2 2 1 5 0 0 0 0 0 2 2 0 1 5
7:45 AM 0 4 0 2 6 0 1 0 0 1 0 1 0 1 2 0 2 0 1 3
8:00 AM 3 20 4 2 29 1 6 3 2 12 1 3 1 0 5 1 11 0 0 12
8:15 AM 1 17 0 9 27 1 3 0 2 6 0 14 0 7 21 0 0 0 0 0
TOTAL 6 51 8 19 84 2 13 5 5 25 1 21 3 11 36 3 17 0 3 23 1:45 PM 1 2 1 2 6 0 2 1 1 4 1 0 0 1 2 0 0 0 0 0
2:00 PM 1 1 3 1 6 1 0 2 0 3 0 0 1 0 1 0 1 0 1 2
2:15 PM 2 2 0 1 5 1 1 0 0 2 1 1 0 1 3 0 0 0 0 0
2:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0
2:45 PM 1 1 1 0 3 0 0 1 0 1 1 1 0 0 2 0 0 0 0 0
3:00 PM 2 2 0 3 7 1 0 0 1 2 1 1 0 2 4 0 1 0 0 1
3:15 PM 1 4 10 1 16 1 0 3 0 4 0 4 7 1 12 0 0 0 0 0
3:30 PM 23 26 28 9 86 3 4 0 1 8 1 5 6 2 14 19 17 22 6 64 3:45 PM 0 5 6 0 11 0 2 3 0 5 0 1 0 0 1 0 2 3 0 5
4:00 PM 0 3 0 2 5 0 3 0 1 4 0 0 0 1 1 0 0 0 0 0
TOTAL 31 47 49 19 146 7 12 10 4 33 5 14 14 8 41 19 21 25 7 72

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Santiago Blvd
Taft Ave

U-TURNS
Santiago Blvd Santiago Blvd Taft Ave Taft Ave
1 320
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
321
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians
322
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Anaheim Hills Elementary School
Control Type: Signalized
Major Street: Serrano Avenue Critical Approach Speed: 40 mph Minor Street: Kendra Loop Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Serrano Avenue and Kendra
Drive are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 10 School Pedestrians (S/W)
from 7:15 AM to 8:15 AM
13 School Pedestrians (W) from
2:00 PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
142 AM/93 PM VPH (West Leg) No
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

A. Special situations make it necessary to assist elementary school pedestrians in crossing the street;
B. A change in the school crossing location is being made, but prevailing conditions require school crossing supervision until the change is constructed and it is not reasonable to install another form of traffic control or technique for this period
N/A No
Observations
• Two lanes in each direction on Serrano Avenue; one additional left-turn lane and one additional right-turn lane in both directions • One left-turn lane and one through-right lane on both sides of the intersection on Kendra Drive • Southern leg of intersection at Kendra Loop has a roundabout approximately 60 feet south of the intersection • On-street parking is not permitted anywhere along the intersection

05.2 No

05.3 No
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Adult Crossing Guard Warrant Criteria
Criteria Description
Serrano Avenue at Kendra Loop

05.1 04 No
No
Warrant must meet the requirements of at least one criteria to be satisfied 323
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 37
EAST & WEST: CONTROL: SIGNAL
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: 1 0.5 0.5 1 0.5 0.5 1 2 1 1 2 1 0 0 0 0
7:00 AM 9 1 7 12 1 26 9 36 2 1 199 3 306 0 0 0 0 0
7:15 AM 3 1 5 8 0 30 5 52 0 1 214 0 319 0 0 0 0 0
7:30 AM 3 0 10 12 0 25 2 75 2 5 217 1 352 0 0 0 0 0
7:45 AM 3 0 14 38 4 28 7 89 0 4 227 18 432 0 0 0 0 0
8:00 AM 2 2 6 16 0 35 11 66 3 5 257 14 417 0 0 0 0 0
8:15 AM 1 0 5 9 1 23 15 60 3 4 176 6 303 0 0 0 0 0
VOLUMES 21 4 47 95 6 167 49 378 10 20 1,290 42 2,129 0 0 0 0 0 APPROACH % 29% 6% 65% 35% 2% 62% 11% 86% 2% 1% 95% 3%
APP/DEPART 72 / 95 268 / 36 437 / 520 1,352 / 1,478 0

BEGIN PEAK HR
VOLUMES 11 3 35 74 4 118 25 282 5 15 915 33 1,520 0 0 0 0 APPROACH % 22% 6% 71% 38% 2% 60% 8% 90% 2% 2% 95% 3%
PEAK HR FACTOR 0.721 0.700 0.813 0.872 0.880
APP/DEPART 49 / 61 196 / 24 312 / 391 963 / 1,044 0
01:30 PM 2 0 6 10 0 9 13 112 6 6 88 9 261 0 0 0 0 0
1:45 PM 1 1 4 15 3 8 6 124 10 8 96 6 282 0 0 0 0 0
2:00 PM 6 3 5 9 2 12 10 169 3 7 83 9 318 0 0 0 0 0
2:15 PM 3 3 4 9 2 16 14 196 4 2 82 10 345 0 0 1 0 1
2:30 PM 11 8 5 11 6 11 20 286 4 6 97 13 478 0 0 0 0 0
2:45 PM 2 1 1 8 0 14 19 249 1 3 106 8 412 0 0 1 0 1
3:00 PM 3 0 4 8 0 19 14 260 2 6 80 9 405 0 0 0 0 0
3:15 PM 2 1 2 9 1 7 12 334 2 3 91 3 467 0 0 0 0 0
3:30 PM 0 2 5 10 1 16 21 330 4 4 114 18 525 0 0 0 0 0
3:45 PM 6 0 7 7 0 10 20 311 6 8 108 14 497 0 0 0 0 0
VOLUMES 36 19 43 96 15 122 149 2,371 42 53 945 99 3,992 0 0 2 0 2 APPROACH % 37% 19% 44% 41% 6% 52% 6% 92% 2% 5% 86% 9%
APP/DEPART 98 / 267 233 / 110 2,564 / 2,510 1,097 / 1,105 0

BEGIN PEAK HR
VOLUMES 11 3 18 34 2 52 67 1,235 14 21 393 44 1,894 0 0 0 0 APPROACH % 34% 9% 56% 39% 2% 59% 5% 94% 1% 5% 86% 10%
PEAK HR FACTOR 0.615 0.815 0.927 0.842 0.902
APP/DEPART 32 / 114 88 / 37 1,316 / 1,287 458 / 456 0
Kendra Dr

NORTH LEG
Serrano Ave WEST LEG EAST LEG Serrano Ave

SOUTH LEG
Kendra Loop

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 1 3 1 1 6 1 1 1 0 3 0 2 0 0 2 0 0 0 1 1
7:15 AM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0
7:30 AM 1 9 0 6 16 1 7 0 4 12 0 0 0 0 0 0 2 0 2 4
7:45 AM 6 13 6 10 35 3 8 3 5 19 1 0 1 0 2 2 5 2 5 14
8:00 AM 1 7 1 10 19 1 4 1 7 13 0 0 0 0 0 0 3 0 3 6
8:15 AM 2 2 2 0 6 2 2 2 0 6 0 0 0 0 0 0 0 0 0 0
TOTAL 11 34 10 29 84 8 22 7 18 55 1 2 1 0 4 2 10 2 11 25 1:30 PM 1 1 1 0 3 1 1 1 0 3 0 0 0 0 0 0 0 0 0 0
1:45 PM 1 1 0 1 3 0 1 0 1 2 1 0 0 0 1 0 0 0 0 0
2:00 PM 3 2 4 3 12 2 2 2 3 9 0 0 0 0 0 1 0 2 0 3
2:15 PM 2 9 5 9 25 1 3 2 3 9 0 0 0 0 0 1 6 3 6 16
2:30 PM 0 4 1 6 11 0 0 0 1 1 0 0 1 1 2 0 4 0 4 8
2:45 PM 0 1 0 7 8 0 0 0 1 1 0 1 0 3 4 0 0 0 3 3
3:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
3:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0
3:30 PM 1 1 2 1 5 0 0 0 0 0 0 1 1 0 2 1 0 1 1 3
3:45 PM 0 1 0 1 2 0 0 0 0 0 0 1 0 1 2 0 0 0 0 0
TOTAL 8 20 14 29 71 4 7 6 9 26 1 3 2 5 11 3 10 6 15 34

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:15 AM
PM
3:00 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
Kendra Loop
Serrano Ave

U-TURNS
Kendra Loop Kendra Dr Serrano Ave Serrano Ave
1 324
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
325
Section III (Must meet one)
Vehicle volume through the crosswalk during the same two hours of the day as indicated by the date and time above.

A. Uncontrolled Crossings Satisfied?

1. Where the uncontrolled vehicular traffic volume is at least 300 vehicles per hour

2. Where the uncontrolled vehicular traffic volume is at least 275 vehicles per hour on a street which is 75 ft. or more in width and the posted speed limit is 35 to 45 MPH.

3. Where the uncontrolled vehicular traffic volume is at least 250 vehicles per hour and the posted speed limit is 50 MPH or more.

4. 600 ft. or more to an intersection controlled by STOP signs or traffic signals.

5. When traffic records indicate a high incidence of vehicle collisions as the result of pedestrians misuse of marked crosswalk.

6. Where extenuating circumstances, such as sight distance impaired by physical terrain, are present which cannot be controlled through the application of accepted traffic engineering principles.

B. Crossings Controlled by Boulevard STOP signs Satisfied? Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Uncontrolled
Volume =
Uncontrolled
Volume =
326
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: California Inspire Academy
Control Type: Uncontrolled
Major Street: Shaffer Street Critical Approach Speed: 25 mph Minor Street: Quincy Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Shaffer Street and Quincy
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 3 School Pedestrians from 7:00
AM to 8:00 AM
11 School Pedestrians from 2:00
PM to 3:00 PM
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
Nearest controlled crossing
~1,100' away
Yes
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or AM is 147 VPH and PM is 211
VPH
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
XXX turning movements per
hour
No
(b) Where justified through analysis of the operations of the intersection Observation No Other criteria that may be considered in an engineering study include:

05.2 No

05.3 No
No
03 N/A No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 327
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 38
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: 0 1 X X 1 0 0 X 0 X X X 0 0 0 0
7:00 AM 1 5 0 0 9 3 3 0 0 0 0 0 21 0 0 0 0 0
7:15 AM 0 8 0 0 13 0 3 0 0 0 0 0 24 0 0 0 0 0
7:30 AM 1 15 0 0 25 1 13 0 3 0 0 0 58 0 0 0 0 0
7:45 AM 0 21 0 0 44 5 9 0 2 0 0 0 81 0 0 0 0 0
8:00 AM 1 27 0 0 60 13 7 0 1 0 0 0 109 0 0 0 0 0
8:15 AM 0 19 0 0 29 2 3 0 1 0 0 0 54 0 0 0 0 0
VOLUMES 3 95 0 0 180 24 38 0 7 0 0 0 347 0 0 0 0 0
APPROACH % 3% 97% 0% 0% 88% 12% 84% 0% 16% 0% 0% 0%
APP/DEPART 98 / 133 204 / 187 45 / 0 0 / 27 0

BEGIN PEAK HR
VOLUMES 2 82 0 0 158 21 32 0 7 0 0 0 302 0 0 0 0
APPROACH % 2% 98% 0% 0% 88% 12% 82% 0% 18% 0% 0% 0%
PEAK HR FACTOR 0.750 0.613 0.609 0.000 0.693
APP/DEPART 84 / 114 179 / 165 39 / 0 0 / 23 0
01:30 PM 2 22 0 0 16 0 5 0 0 0 0 0 45 0 0 0 0 0
1:45 PM 1 29 0 0 19 5 3 0 2 0 0 0 59 0 0 0 0 0
2:00 PM 0 21 0 0 17 4 2 0 1 0 0 0 45 0 0 0 0 0
2:15 PM 1 26 0 0 24 8 3 0 1 0 0 0 63 0 0 0 0 0
2:30 PM 3 25 0 0 30 6 3 0 1 0 0 0 68 0 0 0 0 0
2:45 PM 1 30 0 0 24 8 3 0 5 0 0 0 71 0 0 0 0 0
3:00 PM 3 17 0 0 19 4 0 0 0 0 0 0 43 1 0 0 0 1
3:15 PM 4 27 0 0 21 3 3 0 3 0 0 0 61 0 0 0 0 0
3:30 PM 5 45 0 0 17 8 5 0 4 0 0 0 84 0 0 0 0 0
3:45 PM 1 31 0 0 27 5 0 0 0 0 0 0 64 0 0 0 0 0
VOLUMES 21 273 0 0 214 51 27 0 17 0 0 0 604 1 0 0 0 1
APPROACH % 7% 93% 0% 0% 81% 19% 61% 0% 39% 0% 0% 0%
APP/DEPART 295 / 300 265 / 232 44 / 0 0 / 72 0

BEGIN PEAK HR
VOLUMES 13 119 0 0 81 23 11 0 12 0 0 0 260 1 0 0 0
APPROACH % 10% 89% 0% 0% 78% 22% 48% 0% 52% 0% 0% 0%
PEAK HR FACTOR 0.665 0.813 0.639 0.000 0.774
APP/DEPART 133 / 130 104 / 94 23 / 0 0 / 36 0
N Shaffer St

NORTH LEG
E Quincy Ave WEST LEG EAST LEG E Quincy Ave

SOUTH LEG
N Shaffer St

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL NL SL EL WL TOTAL 7:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 13 0 0 0 13 1 0 0 0 1 7 0 0 0 7 5 0 0 0 5
7:45 AM 4 3 0 3 10 0 0 0 0 0 2 0 0 0 2 2 3 0 3 8
8:00 AM 2 1 0 3 6 1 0 0 2 3 1 1 0 1 3 0 0 0 0 0
8:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0
TOTAL 19 5 1 6 31 2 1 0 2 5 10 1 1 1 13 7 3 0 3 13
1:30 PM 0 0 2 3 5 0 0 0 3 3 0 0 2 0 2 0 0 0 0 0
1:45 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0
2:00 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0
2:15 PM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0
2:30 PM 3 10 0 3 16 1 3 0 2 6 0 1 0 1 2 2 6 0 0 8
2:45 PM 4 11 0 2 17 2 2 0 0 4 0 4 0 1 5 2 5 0 1 8
3:00 PM 0 1 1 2 4 0 1 0 2 3 0 0 1 0 1 0 0 0 0 0
3:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 2 0 2 4 0 0 0 1 1 0 2 0 0 2 0 0 0 1 1
3:45 PM 2 5 1 1 9 1 2 0 1 4 0 2 1 0 3 1 1 0 0 2
TOTAL 11 29 4 15 59 4 8 0 11 23 2 9 4 2 17 5 12 0 2 19

BICYCLE & SCOOTER CROSSINGS SCHOOL AGE PED

AMPM AM
7:30 AM
PM
2:45 PM
ALL PED + BIKE & SCOOTER PEDESTRIAN CROSSINGS

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Orange
N Shaffer St
E Quincy Ave

U-TURNS
N Shaffer St N Shaffer St E Quincy Ave E Quincy Ave
1 328
Attachment 2:

CITY OF ORANGE

DEPARTMENT OF PUBLIC WORKS - TRAFFIC SECTION

WARRANTS
Must meet the basic requirements in Sections I, II, and any one of the other requirements in Section III.

Basic Requirements Satisfied?
Section I
The guard is for school students K thru 6 grades.

Time______-_______ Date__________ Day________
Time______-_______ Date__________ Day________
Yes No
Yes No
Crossing North South East West
Pedestrians
Crossing North South East West
Pedestrians
No school aged pedestrians present during PM period.
329
C. Crossings Controlled by Traffic Signals Satisfied?

1. Where the vehicular turning movements on green indication exceed 300 per hour through the crosswalk where elementary school children must cross.

Yes No
** Protected left do not
conflict with pedestrian
**Protected left turns do not
conflict with pedestrians *Right turn overlap WBR 330
California MUTCD 2014 - Section 7D.02 Date: 3/12/2025
School: Anaheim Hills Elementary
Control Type: Signalized
Major Street: Tustin Street Critical Approach Speed: 40 mph Minor Street: Briardale Avenue Critical Approach Speed: 25 mph Warrant must meet the requirements of at least one criteria to be satisfied Adult Crossing Guard Warrant Satisfied? NO
Data
Requirement
Satisfied?
Warrant
Satisfied?
(1) Cross a public highway; and
Tustin Street and Briardale
Avenue are both public roads
Yes
(2) at least 40 school pedestrians for each of any two hours (not necessarily consecutive) daily use the crossing while going to or from school. 1 School Pedestrian from 7:30
AM to 8:30 AM
No School Pedestrians during PM
period
No
At uncontrolled crossings where there is no alternate controlled crossing within 600 feet; and
No
(a) In urban areas where the vehicular traffic volume exceeds 350 during each of any two hours (not necessarily consecutive) in which 40 or more school pedestrians cross daily while going to or from school; or Urban Area;
XXX traffic volume at XX AM
and XXX traffic volume at XX
AM
No
(b) In rural areas where the vehicular traffic volume exceeds 300 during each of any two hours (not necessarily consecutive) in which 30 or more school pedestrians cross daily while going to or from school
N/A No
At a stop sign-controlled crossing:

Where the vehicular traffic volumes on undivided highways of four or more lanes exceeds 500 per hour during any period when the school pedestrians are going to or from school
At traffic signal-controlled crossings:
(a) Where the number of vehicular turning movements through the school crosswalk exceeds 300 per hour while school pedestrians are going to or from school; or
762 VPH (East Leg) from
3:00 PM to 4:00 PM
Yes
(b) Where justified through analysis of the operations of the intersection N/A No Other criteria that may be considered in an engineering study include:

05.1 04 No
No
• Crosswalk on all four legs of intersection
• One lane in each direction on the western leg of Briardale; becomes one left-turn lane and one right-turn lane only at the intersection • Two lanes on the eastern leg of the intersection (Taft Ave); becomes two left-turn lanes and one right-turn lane only at intersection • Three lanes in each direction on Tustin Street, with one additional left-turn lane in both the northbound and southbound direction • On-street parking allowed on both sides at the western leg of the intersection (Briardale Avenue) • Speed limit of 25 mph on the western leg of the intersection (Briardale) and 40 mph on the eastern leg of the intersection (Taft) • On-street parking prohibited in both directions on Tustin Avenue

05.2 No

05.3 Yes
No
03 Undivided and X lanes;
XXX traffic volume at XX
No
N/A No
Warrant must meet the requirements of at least one criteria to be satisfied 331
T020624
DATE: LOCATION: PROJECT #: SC4979
Thu, Nov 21, 24 NORTH & SOUTH: LOCATION #: 41
EAST & WEST: CONTROL: SIGNAL
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: 1 3 0 2 3 0 1 X 1 2 X 1 0 0 0 0
7:00 AM 1 122 67 21 182 0 1 0 1 62 0 23 480 0 0 0 0 0
7:15 AM 1 114 83 48 215 2 1 0 2 110 0 36 612 0 0 0 0 0
7:30 AM 0 142 83 45 266 1 6 0 7 139 0 27 716 0 0 0 0 0
7:45 AM 5 181 129 96 296 2 4 0 2 161 0 83 959 0 0 0 0 0 8:00 AM 2 200 107 105 291 5 6 0 4 177 0 107 1,004 0 0 0 0 0 8:15 AM 3 176 105 99 274 3 4 0 5 151 0 85 905 0 0 0 0 0 VOLUMES 12 935 574 414 1,524 13 22 0 21 800 0 361 4,676 0 0 0 0 0 APPROACH % 1% 61% 38% 21% 78% 1% 51% 0% 49% 69% 0% 31%
APP/DEPART 1,521 / 1,318 1,951 / 2,345 43 / 988 1,161 / 25 0

BEGIN PEAK HR
VOLUMES 10 699 424 345 1,127 11 20 0 18 628 0 302 3,584 0 0 0 0 APPROACH % 1% 62% 37% 23% 76% 1% 53% 0% 47% 68% 0% 32%
PEAK HR FACTOR 0.899 0.925 0.731 0.819 0.892
APP/DEPART 1,133 / 1,021 1,483 / 1,773 38 / 769 930 / 21 0 02:00 PM 3 298 76 31 224 7 11 0 4 75 0 37 766 0 0 0 0 0 2:15 PM 3 318 71 33 219 6 6 0 5 63 0 52 776 0 0 0 0 0
2:30 PM 5 328 71 46 222 12 16 0 5 123 0 56 884 0 0 0 0 0 2:45 PM 3 361 110 52 225 5 8 0 5 77 0 49 895 1 0 0 0 1
3:00 PM 3 342 115 54 250 6 13 0 6 112 0 65 966 1 0 0 0 1 3:15 PM 3 355 109 62 239 6 5 0 4 140 0 78 1,001 0 0 0 0 0 3:30 PM 11 453 118 49 239 3 7 0 4 140 0 85 1,109 1 0 0 0 1 3:45 PM 9 415 112 47 232 3 13 0 6 135 0 80 1,052 0 0 0 0 0 4:00 PM 4 459 106 24 228 7 8 0 4 125 0 54 1,019 0 0 0 0 0 4:15 PM 2 404 76 46 255 6 11 0 5 104 0 81 990 4 0 0 0 4 VOLUMES 46 3,733 964 444 2,333 61 98 0 48 1,094 0 637 9,465 7 0 0 0 7 APPROACH % 1% 79% 20% 16% 82% 2% 67% 0% 33% 63% 0% 37%
APP/DEPART 4,750 / 4,468 2,838 / 3,482 146 / 1,408 1,731 / 107 0

Orange City CouncilJune 10, 2025

Orange City Council
June 10, 2025